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Plans PLM2012 - 00080 & SIT2012 - 00006 Dnf CONSULTANTS GOVERNING AGENCY t CIVIL: CITY OF TIGARD COMMUNITY DEVELOPMENT SPECIAL INSPECTION REQUIRED T 03 2012 1IGAR SW HALL BLVD PROPOSED ® State of Oregon Structural Specialty Code Wa PACLAND TIGARD, OR 97223 IWAI�I) 6400 SE LAKE ROAD, SUITE 300 217 `' B G1'3NISI0N PORTLAND, OR 97222 (503) 639-4171 ❑ Concrete and Reinforcing steel mss---= (50T) 659-9500 CONTACTS: KIM MCMILLAN (PUBLIC WORKS) PFAFFLE TODD PRAGER (CITY ARBORIST) ❑ Bolts Insta led in Concretex (/ CONTACT: SHAWN NGUY, P.E. GARY PAAGER (CITY (PLANNER) ❑ Special Moment-Resisting Concrete Frame BRYAN DICKERSON, P.E. MIKE WHITE ENGINEERING INSPECTION ( / ) ST #593511111111111111111111111 ORE 00 ❑ Reinforcing Steel&Prestressing Steel Tendons SURVEYOR: TUALATIN VALLEY WATER DISTRICT ❑ Structural Welding COSTCO WINCO MACKAY AND SPOSITO, INC. PO BOX 745 ❑ High-Strenght BoltingOAR>alOU 1325 SE TECH CENTER DRIVE, SUITE 140 BEAVERTON, OR 97075 ❑ Structural Masonry N Sr VANCOUVER, WA 98683 (503) 848-3057 7600 SW DARTMOUTH ST TIGARD OR 97223 (360) 695-3411 CONTACT: RYAN SMITH ' ❑ Reinforced Gypsum Controls SITE 5 CONTACT: CHRIS SHERBY0° ❑ Insulating Concrete Fill � Cl Spray Applied Fire-Resistive Materials = HE 40Sp W y ODOT - REGION 1 123 NW FLANDERS STREET WASHINGTONARCHITECT: PORTLAND, OR 97209-4012 COUNTY M_Pigs,Drilled Piers and Caissons �p BCRA (503) 731-8288 El 2106 PACIFIC AVE, STE 300 CONTACT: BRETT RICHARDS N KF�RD TACOMA, - 98402 20665TUALATINS VALLEY FIRE AND RESCUE LOCATED IN THE NORTHEAST AND NORTHWEST QUARTER OF SECTION 1 ❑ Special Grading, Excavation and Filling HAMPTON (253) 627-4367 20665 SW BLANTON STREET 7 ❑�� Smoke-Control Systems CONTACT: KATHRYN JERKOVICH ALOHA, OR 97007 MY6"h rInspections GAO T F (503) 356-47N TOWNSHIP 2 SOUTH RANGE 1 WEST AND THE SOUTHWEST QUARTER OF �~ LANDSCAPE ARCHITECT/ARBORIST: CONTACT: JOHN K. DALBY ! � �P HAL BEIGHLEY & ASSOCIATES CLEAN WATER SERVICES SECTION 36 TOWNSHIP 1 SOUTH RANGE 1 WEST VICINITY MAP 12840 NW CORNELL RD. 2550 SW HILLSBORO HIGHWAY 7 PORTLAND, OR 97229 HILLSBORO, OR 97123 (503) 643-4796 (503) 681-3600 CONTACTS: HAL BEIGHLEY (LS ARCH) CONTACT: AMBER MERCK N.T.S. RON DAMES (ARBORIST) �+U � n f IMSQWBILITY MAMIX FCRTHIS PROJECT UTILITY / GOVERNING AGENCIES CONTACTS CONTRACTOR RESPONSIBILITY OTHER'S RESPONSIBILITY MA SHEET NO. DRAWING TITLE NORTHWEST NATURAL GAS -COORDINATE CONSTRUCTION ACTIVITIES WITH GAS COMPANY TO ENSURE INSTALLATION -SERVICE FROM THE POINT OF CONNECTION AT THE EXISTING LINE UP TO AND CV-1 COVER SHEET C-7.0 PRIVATE WATER DETAILS OWNER / DEVELOPER 220 NW 2ND AVENUE OF GAS LINES ARE COMPLETED PRIOR TO ASPHALT OR CURB PLACEMENT INCLUDING SETTING OF METER WILL BE BY THE GAS COMPANY. C-7.1 PUBLIC WATER DETAILS GAS PORTLAND, OR 97209 -CONTRACTOR TO CONNECT THE OUTLET OF METER TO HOUSE PIPING INLET -ANY RELOCATION OF EXISTING GAS LINE WILL BE DONE BY THE GAS COMPANY. CS-1 ALTA DARTMOUTH RETAIL - (FOR REFERENCE ONLY) (503) 721-2493 -NW NATURAL WILL PERFORM ALL WORK IN THE PUBLIC RIGHT-OF-WAY AND INSTALL WAL-MART REAL ESTATE BUSINESS TRUST -PROVIDE ALL TRENCHING, BACKFILL, AND COMPACTION AS NECESSARY FROM PROPERTY CS-2 ALTA DARTMOUTH RETAIL BUSINESS VICINITY MAP - (FOR REFERENCE ONLY) C-8.0 PAVING DETAILS CONTACT: ROGER BINNS LINE TO THE METER LOCATIONS ON EACH BUILDING. THE GAS MAIN/SERVICES IN THE ON-SITE TRENCH PROVIDED BY THE SITE CONTRACTOR CS-3 ALTA DARTMOUTH RETAIL EXISTING TREE PLAN - FOR REFERENCE ONLY) C-8.1 PAVEMENT MARKING DETAILS 2001 SE 10th STREET AND SET METERS. C-8.2 PARKING LOT SIGN DETAILS MAIL STOP 557E BENTONVILLE, AR 72716-5570 D-1.0 EROSION AND SEDIMENT CONTROL PLAN COVER SHEET C-9.0 SITE DETAILS 1 479-273-4000 -COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONE COMPANY TO ENSURE D-1.1 PHASE IA EROSION AND SEDIMENT CONTROL PLAN SWPPP "SITE MAP" C-9.1 SITE DETAILS II FRONTIER COMMUNICATIONS INSTALLATION OF UNDERGROUND LINES ARE COMPLETED PRIOR TO ASPHALT OR CURB -TELEPHONED-1.2 PHASE IB EROSION AND SEDIMENT CONTROL PLAN SWPPP "SITE MAP' C-9.2 LIGHT POLE BASE DETAILS 20575 NW VON NEUMANN COMPANY WILL PROVIDE AND INSTALL ALL TELEPHONE CABLES FROM THE D-1.3 PHASE II EROSION AND SEDIMENT CONTROL PLAN 'SITE MAP"PLACEMENT POINT OF CONNECTION UP TO THE BUILDINGS. N SWC-10 TREE STRUCTURAL SOIL VOLUME PLAN TELEPHONE BEAVERTON, OR 9 006-4771 -PROVIDE AND INSTALL UTILITY VAULT AS PER TELEPHONE COMPANY REQUIREMENTS -ANY RELOCATION OF EXISTING TELEPHONE LINES WILL BE DONE BY TELEPHONE D-2.0 EROSION AND SEDIMENT CONTROL DETAILS�. BENCHMARK DATA (503) 643-0371 -PROVIDE AND INSTALL APPROPRIATE CONDUITS NTH PULL STRINGS, INCLUDING ALL COMPANY. D-2.1 EROSION AND SEDIMENT CONTROL DETAILsGiity of Tigard Erosion Controko SLOEEMNGPPLANN CONTACT: JOHN COUSINEAU TRENCHING AND BACKFILLING, FROM THE UTILITY VAULT UP TO THE BUILDING D-2.2 EROSION AND SEDIMENT CONTROL DETAILS III To Schedule Inspections: L-i 2 IRRIGATION PLAN THE SITE BENCHMARK IS CITY OF TIGARD GIS CONTROL NETWORK STATION GC_022-024, D-2.3 EROSION AND SEDIMENT CONTROL DETAILS IV Cali (503) 639-4175 L-1.3 IRRIGATION PLAN ELEVATION = 181.62'. A 3-Y" ALUMINUM DISK SET IN CONCRETE 90' SOUTH OF THE CL OF Initial inspection: L-1.4 IRRIGATION PLAN D-3.0 PRE-LOAD AND GROUND IMPROVEMENT PLAN Prior to footing inspection SW DARTMOUTH STREET, APPROXIMATELY 700' WEST OF SW 72ND AVENUE. -COORDINATE CONSTRUCTION ACTIVITIES WITH PGE TO ENSURE INSTALLATION OF ON-SITE D-3.1 PRE-LOAD AND GROUND IMPROVEMENT DETAILS Final inspection: L-1.5 IRRIGATION PLAN PORTLAND GENERAL ELECTRIC UNDERGROUND LINES ARE COMPLETED PRIOR TO ASPHALT OR CURB PLACEMENT. -ELECTRIC COMPANY WILL PROVIDE AND INSTALL TRANSFORMERS FOR EACH OF THE Prior tonnalouiidingiupecuon L-1.6 IRRIGATION PLAN THE SITE BENCHMARK IS A ST C BRASS DISK MARKED "A BM 2XT SIGN ELEVATION = 2098 N HWY 97 -CONSTRUCT ALL TRENCHES, PRIMARY AND SECONDARY CONDUIT WITH NYLON PULL THREE BUILDINGS. C-1.0 SITE PLAN L-1.7 IRRIGATION PLAN 192.26'. SET IN TOP OF WEST CURB OF SW HERMOSO WAY, AT EXTENSION OF NORTH UNE C-1.1 HORIZONTAL CONTROL PLAN L-1.8 IRRIGATION DETAILS OF BLDG #7555; NORTH 4.5' TO CL CATCH BASIN; SOUTH 36' TO EASTERLY ENTRY TO BLDG ELECTRIC PORTLAND, OR 97223 STRING, VAULTS AND PADS. -ELECTRIC COMPANY WILL PROVIDE AND INSTALL PRIMARY CABLE FOR ALL L-1.9 PLANTING PLAN 7555. (503) 570-4409 -CONTRACTOR TO ACCOMMODATE JOINT TRENCHING WITH OTHER DRY UTILITIES AND UNDERGROUND LINES UP TO THE TRANSFORMER AND SECONDARY CABLE TO THE MSB. C-1.2 VEGETATIVE CORRIDOR AND WETLAND "A" HORIZONTAL CONTROL PLAN L-1.10 PLANTING PLAN # CONTACT: RALPH REISBECK FOLLOW ALL PGE INSTALLATION REQUIREMENTS. -ANY RELOCATION OF EXISTING LINES OR POLES WILL BE DONE BY ELECTRIC COMPANY. C-1.3 VEGETATIVE CORRIDOR AND WETLAND "B" HORIZONTAL CONTROL PLAN L-1,11 PLANTING PLAN -PROVIDE BACKFILL AND COMPACTION AS NECESSARY. C-1.4 VEGETATIVE CORRIDOR AND WETLAND "C" HORIZONTAL CONTROL PLAN L-1.12 PLANTING PLAN C-1.5 TREE REMOVAL AND PROTECTION PLAN L-1.13 PLANTING PLAN BASIS OF BEARINGS C-1.6 TREE REMOVAL AND PROTECTION SPECIFICATIONS L-1.14 PLANTING PLAN C-2.0 GRADING AND PAMNG PLAN L-1.15 PLANTING DETAILS SURVEY IS ON OREGON NORTH STATE PLAN COORDINATE SYSTEM, ZONE 3601, AND ORIENTED CITY OF TIGARD ENGINEERING C-2.1 SPOT ELEVATION PLAN I L-1.16 TREE MITIGATION PLAN FROM TIES TO CITY OF TIGARD GIS CONTROL NETWORK STATIONS IDENTIFIED ON THE ALTA SANITARY 13125 SW HAL- BLVD -PROVIDE, INSTALL, AND TEST SANITARY SEWER LINES AND ASSOCIATED APPURTENANCES PER C-2.2 SPOT ELEVATION PLAN 11 SURVEY, SHEET 1 OF 3. SEWER TIGARD, OR 97223 THE PLANS AND SPECIFICATIONS. COORDINATE WITH CITY INSPECTOR MIKE WHITE FOR NONE C-2.3 SPOT ELEVATION PLAN III (503) 639-4171 INSTALLATION OF PUBLIC SANITARY. C-2.4 SPOT ELEVATION PLAN IV REVIEWED FOR RETAINING WALL PLANS LEGAL DESCRIPTION AND SURVEY LEGEND CONTACTS: MIKE WHITE C-2.5 DRAINAGE PLAN C-2.7 DETENTION POND PLAN CODE COMPLIANCE C-2.6 STORMTECH DETENTION PLAN RW-0.0 MSE WALLS COVER SHEET RW-1.0 MSE WALLS GENERAL NOTES RW-2.0 MSE WALLS A & B - PLAN AND PROFILE SEE ALTA SURVEY, SHEET 1 OF 3RW-2.1 MSE WALLS C & D - PLAN AND PROFILE C-3.0 COMPOSITE UTILITY PLAN C-3.1 UTILITY PLAN 1 CITY OF TIGARD RW-2.2 MSE WALLS E & H - PLAN AND PROFILE TUALATIN VALLEY WATER DISTRICT .J -PROVIDE AND INSTALL ALL WATER MAINS AND ASSOCIATED APPURTENANCES PER THE PLANS C-3.2 UTILITY PLAN II Approved.... RW-3.0 MSE WALL DETAILS AND SECTIONS PO BOX 745 TVWD WILL INSTALL ALL WATER METERS AND ASSOCIATED APPURTENANCES, UP TO THE C-3.3 UTILITY PLAN III ConditionallyApproved........„....[ ] RW-3.1 MSE WALL DETAILS AND SECTIONS SITE DATA BUILDING DATA WATER BEAVERTON, OR 97075 AND SPECIFICATIONS.NS. ALL WATER METERS AND ASSOCIATED APPURTENANCES GREATER THAN METER, EQUAL TO OR SMALLER THAN 2 INCHES. x 503 848-3057 2-INCHES TO BE INSTALLED BY THE CONTRACTOR. CONTRACTOR TO COORDINATE WITH TVWD C-3.4 UTILITY PLAN IV See Letter to-Follow..................[ ] RETAIL 1 (LOT 1) 3.08 ACt RETAIL 1 12,000 SFt CONTACT: RYAN SMITH FOR ALL WATER CONNECTIONS. C-3.5 SITE LIGHTING PLAN Attached................ 5 -'zalz- PUBLIC SANITARY SEWER PLANS (SEPARATE PERMIT) ,� PerrnitNtimber: RETAIL 2 (LOT 2) 2.56 ACt RETAIL 2 12,000 SFt C-4.0 SITE CROSS SECTIONS I Ad ss• '`'«ate: PW-0.0 PUBLIC SANITARY SEWER COVER SHEET RETAIL 3 (LOT 3) 12.46 ACt RETAIL 3 137,900 SFt C-4.1 SITE CROSS SECTIONS II ^ $y; Date: PW-1.0 PUBLIC SANITARY SEWER PLAN AND PROFILE HERMOSO ROW DEDICATION 0.05 ACt TOTAL BUILDING AREA 161,900 SFt PW-1.1 PUBLIC SANITARY SEWER PLAN AND PROFILE U�'V)/ TOTAL SITE AREA 18.15 ACt C-5.0 SANITARY SEWER DETAILS CITY OF TIGARD PW-2.0 PUBLIC SANITARY SEWER DETAILS % OF BLDG IMPERVIOUS CITY OF TIGARD ENGINEERING C-6.0 DRAINAGE DETAILS I ` APPROVED PLANS o TOTAL LANDSCAPING/ 6.00 ACt AREA ON SITE: 20.5% t 13125 SW HALL BLVD -PROVIDE AND INSTALL ALL STORM SEWER LINES AND ASSOCIATED APPURTENANCES PER THE NONE C-6.1 DRAINAGE DETAILS II Approved .t T IS17l.dII .. l 1NC1.UDE UN-ATTACTIEDS WETLANDS AREA: STS) 7 SPECIFICATION BOOK TIGARD, OR 97223 Conditionally Approved.....„.......[ SEWER PLANS AND SPECIFICATIONS C-6.2 DRAINAGE DETAILS III ST 1CTURALCALCS o' EXISTING ZONING = CG/MUE (503) 639-4171 C-6.3 DRAINAGE DETAILS IV See Letter to;Follow.................. [ ] ji4 , OTECH REPORT Attached................[ ] CONTACTS: MIKE WHITE �MISCDOCUMENTS Permit Number: 'P<m�oia-oc�Fr� Address:26 r� J'iL-- OFFICE COPY 3- �- THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL APPURTENANCES, TRENCHING AND BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS M LISTED. Approved pians PARKING DATA GENERAL NOTES ,�� PF , shall be on job site. RETAIL 1 N 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY AND STATE REGULATIONS, a`v 0891PEQ ALERT TO CONTRACTOR OTES: Uv N STANDARD STALLS 64 STALLS CODES AND O.S.H.A. STANDARDS, INCLUDING BUT NOT LIMITED TO THE CURRENT CITY OF 1. THE SITEWORK FOR THE WALMART PORTION OF THIS PROJECT SHALL MEET \1 rz COMPACT STALLS 1 STALLS 1. ALL CALCULATIONS BASED ON TOTAL GROSS SQUARE TIGARD STANDARD PLANS AND SPECIFICATIONS AND RELEVANT 2008 OREGON STANDARD EG OR EXCEED THE "SITE SPECIFIC PROJECT SPECIFICATIONS." c(D ACCESSIBLE STALLS 3 STALLS FOOTAGE OF BUILDING. (COUNT INCLUDES ACCESSIBLE SPECIFICATIONS FOR CONSTRUCTION, AND THE APWA STANDARDS WHICH ARE HEREBY o TOTAL 68 STALLS SPACES AND SPACES USED BY CART CORRALS) REFERENCED AS PART OF THESE PLANS. s gN£14,gNG�� 2. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES " �' ` ,_ • 3v PARKING RATIO: 5.67/1,000 SF 2. PARKING SHOWN CONTAINS 9'x18.5' 90' PARKING SPACES. 2. ALL STORM DRAIN INSTALLATION SHALL CONFORM TO THE APPLICABLE PORTIONS OF THE KN L' AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ¢= CD 26' AISLE WIDTH TYP. CURRENT UNIFORM PLUMBING SPECIALTY CODE INCLUDING OREGON AMENDMENTS AND THE RENEWS: 12/31/12 CONTRACT COMPLETION AND THE FINAL CONNECTION OF SERVICES. RETAIL 2 Know what s below. C:) PROJECT SPECIFICATIONS. 6400 SE Lake Road T503 659-9500 3. REQUIRED PARKING: STANDARD STALLS 51 STALLS Call before you dig. ( ) 3 P= COMPACT STALLS 8 STALLS YSuite 300 F (503) 659-2227 i ACCESSIBLE STALLS 3 STALLS MINIMUM PARKING RATIO: 3.7 PER 1,000 SF 3. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING Portland, OR 97222 www.PAcLAND.COM � MAXIMUM PARKING RATIO: 6. 2 PER 1,000 SF CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING c' TOTAL 62 STALLS (PARKING ZONE B) CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY o PARKING RATIO: 5.17/1,000 SF MACKAY & TI O S P DATED BIDDING 12. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING SUBMITTALS REQUIRED PERMITS 0 4. UP TO 50% OF REQUIRED PARKING SPACES MAY COMPLY FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS C1414 RETAIL 3 WITH THE STANDARDS FOR COMPACT STALLS. ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF o, ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT STANDARD STALLS 380 STALLS ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT i COMPACT STALLS 145 STALLS PERMIT REQUIRED ISSUING JURISDICTION PROJECTED PROJECTED ACTUAL ACCESSIBLE STALLS 13 STALLS EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A SUBMITTAL DATE PERMIT DATE PERMIT DATE CART CORRAL STALLS 24 STALLS REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. E TOTAL 562 STALLS SITEWORK/BUILDING CITY OF TIGARD 04/06/12 c� PARKING RATIO: 4.07/1,000 SF 4. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF 3 REVISED PER CITY AND CWS COMMENTS - PERMIT 09/28/12 PUBLIC ROADWAY IMPROVEMENTS ODOT/CITY 04/04/12 EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS .21 TOTAL SITE 692 STALLS 4.27/1,000 SF RATIO UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE 2 REVISED PER TVWD COMMENT 08/07/12 NPDES CWS/ODEQ 06/28/12 o REQUIRED BICYCLE PARKING: 0.3 / 1,000 SF = 50 SPACES TOTAL APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST PROPOSED BICYCLE PARKING: 50 SPACES TOTAL EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1 REVISED PER INTERNAL QC AND TVWD COMMENT 07/10/12 PUBLIC SANITARY IMPROVEMENTS CITY 04/06/12 TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS i SHOWN ON THE PLANS. PERMIT SUBMITTAL 04/06/12 /A� // /A� /I, A //�1 T/ L SUR C ,y/ i FOUND 1/2'LLP AS SET IN / I L 1 / 1 // 1 CS/ Y! LAND 1/ Y D / I, I -L L_ V V / 1 Y L / PALNLYT ACRES. HELD FOR LEGAL DESCRIPTION KESTUNFOF7#5SURIEY, I LOCATED IN THE NORTHEAST AND NORTHWEST QUARTER CF SECTION 1, TOWNSHIP BOUNDARY LINE TABLE 2 SOUTH, RANGE 1 WEST, AND THE SOUTHWEST AND SOJ':HEAST (QUARTER OF REAL PROPERTY SITUATED-IN 771E CITY OF TIGARD, WASHINGTON COUNTY, BEING A P(URTON O' THE NQRTIEASI AND NORTHWEST LINE BEARING LENGTH QUARTERS OF SECIOV 1, TOWNSHIP 2 SOUTH, RANGE 1 WEST, AND THE SOUTHEAST AND SOUTHWEST QUARTERS OF SECTION 3s FLOOD PLAIN ZONEWO NER SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST TOWNSHIP 1 SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS L1 N40'0228"E 42.81' LOCATED IN FLOOD PLAIN ZONE X' WAL-MART REAL ESTATE BU.SIM TRUST CITY OF TIGARD, WASHINGTON COUNTY, OREGON STATE BEGINNING ATA 5/8'IRON ROD W11H A YELLOW PLASTIC CAP STAMPED REP£T70-LS 657'MARKING 771E SOUTHEAST CORNER OF LOT 8 - L2 N51'13'03"E 33.47' AREAS OF 0.2Z ANNUAL CHANCE FLOOD,- AREAS OF 1Z ANNUAL CHANCE 2001 SE 10th STREET OF PALMER ACRES, SAID CORNER BEING ON THE SOUTH UNE OF THE GEO, RICHARDSON DONATION LAND CLAIM NO. 38,- THENCE ALONG L3 N05 2449 E 34.15 FLOOD WITH AVERAGE DEPTHS OF[ESS THAN 1 FOOT OR W11H DRAINAGE MAIL STOP 5570 AREAS LESS THAN I SQUARE MILE AND AREAS PROTECTED BY LEVEES BENTOV NCL£, AR 72716-5570 771E EAST UNE OF SAID ROOMER ACRES' NORTH 00' 13' 38' EAST k DISTANCE OF 1045.86 FEET TO 171£ NORMN£ST CORNER L4 S8754'31 E 17.36' FROM )%ANNUAL CHANCE ROOD. 479-273-4000 - PARCEL 1 OF PARTITOY PLAT Na 1995-01.g THENCE ALONG 771E NORTH UNE OF SAID PARCEL 1 TEE FOLLOW1NG COURSES• NS136CD-02200 COSTco $ L5 N1921'527E 7.92' WHOLESALE CORP. = i LOCABAS /N RDOf1 PLAIN ZONE ER INOPTlWfST CORNER O PROPERTY) PARKING SPACES NORTH 40' 02'28'EAST A DISTANCE O. 42.81 FEET,• I71ENLT NCdP1H 51' 13' 03'EAST A DISTANCE O'33.47 FEET THENCE]HENCE L6 N62 2741"E 3781'_1 NO BASE ROOD E(EVATONS DETERMINED. - I � NORTH 05' 24' 49'EAST A DISTANCE OF 34.15 FEET IFIENCT SOUTH 87' 54' 31'EAST A DISTANCE OF 1736 FEET, THENCE w j PA�'9cN RIM(S)-169.55 SHE UNDEVEZCdPFD NORTH 19'21'52'EAST A DISTANCE OF 7.92 FEET THENCE NORTH 62'27'41'EAST A DISTANCE OF 37.81 FEET • E 8-PKYNk159.94 PANEL N0. 517 OF 650 - s / E 8-PKY.T)=15999 MAP NUMBER 41027605170 , E 8'P SW l 1._14 r w TO A PONT ON THE ARC OF A 547.00 FOOT RADIUS CURVE ON 171E SOUTH RIGHT WAY UNE OF SW DARTMOUTH STREET, 47.00 FEET 6•sroENaX � ilr. IOG-, � � SCUM Po6RT a WAYUHE MAP RENSED: FEBRUARY 1$ 2005 SITE ADDRESS l / FROM THE CENTERLINE OF SAID SW DARTMOUTH STREET WHEN MEASURED AT RIGHT ANGLES AS DESCRIBED IN THAT DEDICATION DEED �\ �,+''' ssw _ RECORDED UNDER RECORDERS N0 99118508• THENCE ALONG DHE SOUTH RIGHT O" WAY UNf O SW DARIMOUI71 STREET AS OESCR/BED E 1o'(w)=164'x9 DEaca eLN DEM. SURECT TO. 7515 SW HERMOSO WAY z , '> '1 @ RECQWI F Na 99118508 -«--r -* 3 7a'=16865 C(MIR-F CASE NO 07-10 0122A TIGARD OR 97223 �- IN SAID RECORGERS N0. 99118508 AND THE SOUTH LINE OF DEOCA.TON DEEDS RECORDED UNDER RECORDERS NO.S 99118498 AND r NOPEESW �38D5'41• . 3`- -;-s1! LONER-F CASE NO. 07-10-OJ75A 99118497 771E FOLLOWING COURSES 700=16x54 7500 SW DARTMOUTH SIREET e / 'Y R=547.00 L=363.69' AREA �9 1 SEE BOUNDARY UNE E lo'PWxsE) 16580 TIGARD, OR 97223 - 1 FROM A TANGENT BEARING OF SOUTH 35'55' 03'ERST, ALONG SAID CURVE TO 171£ LEFT, THROUGH A CENTRAL ANGLE OF TABLE ABOVE RIGHT. / NC=16x70 CID. BRC=S5437'S4� 790,782 SQ FT 38' 05. 41; AN ARC DISTANCE OF 36369 FEET (TIE CHORD O` WHICH BEARS SOU7H 54' 57' 54' EAST A DISTANCE OF L5/ / E 10'PIKfNW)=766.39 M. LEN=357.03' 18.15 ACRES "^- ji 357.03 FEET) TO A PONT OF TANGENCY,• INERT SOUTH 74'OU'44'EAST A DISTANCE O"55252 FEET 1'4 }3 \ _ 1S136CD-04300 _N_ TO 171E NORTHEAST CORNER OU PARCEL l AS DESCRIBED IN GEED RECORDED UNDER DOCUMENT N0. 100.5-716537, THENCE ALONG �' �' �, Tac=rn,to THEEAST UNE OF SAID PARCEL I THE FOLLOWING COURSES !3 s E LLD'(SJ 167.2! WINCO FOODS, LLC ) 1S>36CD-04200 / flA2?IC.IOE RN(N)---17245 RBT(N)-17629 �)gp�•L , L rcuvcS. SOUTH 16' PO' 09' W£ST A DISTANCE (F 124.57 FEET ]HENCE NORTH 89' 23' 48' WEST A DISTANCE OF 107.80 FEET / / ° '. ,,� � , , IE e'PTFE)=167.10 E 8'Ptq'E)=1656/ `', ,,,, �` ' x WAL-MART REAL ! t E 8'PV%NW)=16a93 tE 8'PIC(W)=16539 .� �. saVsni , THENCE SOUTH O)' OU'55'EAST A DISTANCE OF 546.35 FEET TO THE NORTH LINE OF 771E PLATO NEFMOSO PARK, THENCE / ESTATE BUSINESS NO SCALE ALONG SAID NORTH UNE NORTH 81' 54' 21' WEST A DISTANCE O" 16308 FEET TO THE NORTHWEST CORNER O' LOT 7 OF -stop LICNr AHEAD' MORANr PRES-W REO g L2 - SAID 7lfRMOSO PARK; I71ENCT ALONG THE WEST LINE OF SAO LOT T'SOUTH OU' 18'55' WEST A DISTANCE OF 150TRUST PER IV WATER asTmcr RN(sE) n96e 00 FEET L1 ` `_' • \ a T'o vANava'9LN 12/0.7/99 y� E 10-N12(N)-17533 TO THE NORTH RIGHT OF WAY LINE OF SW HERMOSO WAY, 25.00 FEET FROM THE LTN7ERUNE OF SAID SW HERMOSO WAY t ,_ ,- 0=2198" E 18'N12(E)=17195 `; WHEN MEASURED AT RIGHT ANGLES,• TNENCE ALONG SAID NORTH RIGHT OF WAY LINE NORTH 81'54' 17'WEST A DISTANCE O- mtr OF WATER s7A8c row E 18'Nl1(Irp17187 *1857 FEET TO A PONT OF CURVATURE OF A 75.00 FOOT RADIUS CURIE- ]HENCE ALONG-THE NORTH AND WEST.R16HT OF ) - , ` j2-,.7=pF)' . ` , �z `.-v 7 � E 1 )=7532 .__ - - •, ec' lPP179.79 0'Nl2(5 / Amt , 3w 8anita 1- WAY LINES O- SAID HERMOSO WAY, ALONG SAID CURVE 70 THE LETT THROUGH A CENTRAL ANGLE OU 90' lT0`OU; AN ARC - Q-1656 . _ E l0'N11(5)--176.81 DISTANCE OF 117.81 FEET (THE CHORD OF WAIICH BEARS SOUTH 53' 05' 43' WEST A DISTANCE OF 106:07 FEET) TO A PONT FOUND l"IRON r3vE � \ N-18899 OF TANGENCY, ]HENCE ALONG SAID WEST RIGHT Of WAY UNE SOUTH OU'05'43' WEST k DISTANCE O"1580 FEET N 947COWPU�L9 _- - _ --- E `a"> g'\ 6 sLYWUK, 1S136DC-04500 E 8.PRywkln,u E 12-Nl2> ,87.75 DICINITY �f1P CW P8- -\ WINCO FOODS, LLC EB"PIQ'N}-177.53 ElYNl1(Nk187.92 TO THE SOUTHEAST CORNER OF SAID PARCEL l ON THE SOU7H LINE OF SAID CEO. RICHARDSON DONATION LAND CYA)M,• 7HENCE ALONG EIB N11(WJ r�Sr ,y3ly TH£ SOUTH UNE OF SAID PARCEL I AND THE SOUTH UNE OF SAID G£0. RICHARDSON DONATION LAND CLM NORM 81' 35' 37' WEST A - \ Ry(sE) 1.90.29 E 10'w4r)=ua89 DISTANCE OF 521.16 FEET TO IHE PONT O"BEGINNING EDGE CF.. sr = T R/3R SO7TH 1S136DC-04600 WATER �_\ � - ,,,, E 18'Nl1(EJ=182x2 ®\ „ _ COMMERCIAL NET Y2_�as] E ro'Nr2(s) lezl7 smP. •THE UNDERLINED DISTANCE AND BEARING OTTER FROM THOSE IN THE T7Lf REPORT. DISTANCES RENSED TO NOW AGREE WITH THOSE ygAp sj4 E l8'N72(w}-181.7s Ta wl935J RLOW)=19779 LEASE REALTY RN(N)=2,t53 SURVEYED AND DISPLA)EO ON SN 3158,7 RECORDS OF WASHINGTON COUNTY, OREGON. b4 EDCF QF IWFR 4(6di'• F R/SOP SOUP/ E 18'Nl2(E}-19L26- E WATER Q=19121 10'N12(NW�105.83 JXNT UNf E 18'N12(0)49L12 �PR2;618897 E!2'N14WL1a570 MEAN H=+BSS ' ` . .J,s? MUST Aw E 10'N12(N)=191.81 IE 48'CMP=166.95 $?' Y E 8-PWX-18x771 TOG-21202 E 18'1114E=MN AFN'ROXOIAE LOCA > E IO'N11(5J=19L55 TITLE REPORT MATTERSOF ROX FLAW 7M E8'PwfNp+8x96 E,o'NIz(s)=zo9.es E,8•N,2(w>=2a.L� Ra1(Nw)=zlzas (7OVE A-NORIN AND A' NO PARKED.'96N E x'PlTfhf)=/8x97 E 8-PVIYN)=2LV 07 THIS SURVEY WAS CpNPLE7ED NTH PRELIMINARY TRE!REPORT SUPPlfMENTAL NO 7, ORDER N0. 91857 BY SIEWART TI11E DATED MARCH A 2012 WEST OF LINE) s 7atr197.01 E 8'Plq'E)=1g2OB N15MUT \, �-- - ��. - E 10•N12(S�49428 35 YPH'Q -WAY E8'PILj'W)=19986 .7x39' ��` `� 710 G SIO°' E8-PKf5J=2Va2O ONLY THE FOLLOWING EXC P77ONS AFFECT THE SURECT PROPERTY 8V A SURVEY MANNER AND ARE SHOWN AND DESCRIBED HEREON: . ` 1 ` `. �> _ g - v 13 EXCEPTION NUMBER 14 IS A MER EASOENT 70 THE CITY OF TIGARD RECORDED FEBRUARY 9, 1971 /N BOOYN 720,, PAGE 515 AFFECTS PARCEL A ` v 4-IBIY SRP' NOTE: WRITTEN ON DOCUMENT SEE PARTI7ILW PLAT, SPECBCALLYEMOT A' WHICH DEFIES THE EASEMENT LOCAIM �— ... 16 EXCEPTION NUMBER 16, SPECFYC NEMS AND EXCEPTION IS A SLOE EASEMENT TO THE PUBLIC FOR STREET, ROAD, AND UTILITY PURPOSES RECORDERS N0. 98011117. AFFECTS PARCEL I AS SHOWN HEREON. E 48'CNP 1 / ) �� `� ,. \�`' - � - v •' TY�2JY03 2 I, N IXCEPTIO✓NUMBER 17, SPECFlC NEMS AND IXITPTION LLS THE ENTI7IEMENT TO NON-EXCU57VE EASEMENTS(EXACT LOCA TION UNDEFWED) FOR =18232 r E 10 NI�N�z09.40 z ACCESS 70 SW 72ND AVENUE THROUGH A PORTION OF TAX LO 300 ACCORDING TU THE TERMS AND PRONSIONS OF SECTON 5 OF CORRECTED HALF Fuu 21 / ' �� - 2 y DOC. NO. Or OEeRLS ,. FOUR J74'97QY ROD '1 R199W� --- ---- -- , GENERAL XDGM£NT RCEO AUGUST 25, 1004 IN THE CRCUHT COURT FOR WASHING70N COUNTY, CASE N0. 000076XV. 2SIOIBA-00200 - ,; 2 � S2 COSTCO 2012-024817 U , w/1PC'WUNPALYTC' To 217 r' _--- __ `, Q Q y / .f•, UT 4575^5947600' 'kgITLME TOC,=19771 a•- o ` tro/-S' W O 21 EXCEPTION 2t IS AN INGRESS'AND EGRESS E4SiMfNT RECORDED JULY 28, 2010, REOYARDING N0. 2010057133 AFEEC7UNG THE EASTRLY PORTON CF - WHOLESALE -CORP. ) A IW/9r 712V E 1-- Nr ,9473 I ' '570°' PARCEL l AND PARCEL If AS SHORN HEREON. -l p L[Nc122.45cen5oT 2(Nk 2 Q 2510181 00101 � � / , , RKNY 16 78(NT[AAE RUST 4-WNY WAL-MART REAL _ / / i 1� Im Rwr& 1lo sw. 2 25 EXCEPTION 25/S AN INGRESS AND EGRESS EASEMENT REO.MW DECEMBER 14, 2010, REOOSDING Na 2010100727 AFFEC77 NG NIE EASTERLY ESTATE BUSINESS 25 j ,:: ,/ y 2SIO1 BA-00100 PARb'M.'SWN PORTON OF PARCEL I AND PARCEL If AS SHOWN HEREON. - TRUST A ' h TRI-COUNTY Q � o FOUND�"IRg4 Rao i j 1 " `% [b W/1PC WH PAORC- / CENTER TRUST . ------------ TOM 11'NTeN ____________________________ N8973'48"W D#/rPC -ww 107.80' s 0 60 120 180 NOTES: A) THE LOCATION OF EX/SING UMITY FACILITIES HAS NOT BEEN RESEARCHED. UNDERGROUND UTIVAES SHOWN HEREON ARE FROM 7UTLITY L LATE' S'EWACENK4 MST OF ,' SCOIe: 1" = 60' PAINT MARKS MADE IN RESPONSE TO LOCATE REQUEST, NNG TICKET No S 16019031& 1600057. THE SURVEYOR ASSUMES NO RESPLWSYBUTY FOR B20VARY O9TAW RW TJX THE ACCURACY OF THE DELINEATION OF SUCH UNDERWOUND UBUTIES BY THE RESPECTIVE U7KITY OWNER$ NOR FOR THE EXISTENCE OF BURIED OOOaEEMIN FRO OMCrS WHICH ARE NOT SHORN ON THIS PLAN THE AGE OF UTILITIES SHOWN IS UNKNOWN. B) THE PROPERTY IS ZONED GENERAL COMMERCIAL DISTRICT(C-G) TWTH A PD (PLANING DEVELOPMENT)OVERLAY ZONE ZONING INFORMA770MPRONGED BY PACLAND. - - coo C) THERE WAS NO EMDENCE OF EARTH MOPING NORRK, BUILDING CONSIRIUCW N OR BUILDING ADDITIOVS AT TIME OF SURVEY. h D) THE WAS NO EW DICE OU S17F USE AS A SOLD WASTE DUMP, SUMP(Ut SANITARY LAND RLC AT TIME SURV£i: 1 , E)BROKEN ASPHALT SLAB NTH FENCE CROSSES THE EAST BOUNDARY UNE IT IS UNCERTAIN WHO CLAIMS OWNERSHIP OF IRS MA70AL-OWNER OF SU8„ECT PROPERTY, OR ADJACENT PROPERTY OWNER. F) 711E LEGAL DfSCOPTICW AS SHOW HEREON IS THE PROPERTY AS DESCRIBED IN PARCEL 1, PARCEL 11 AND PARCH 1171 OF THE PURCHASE UTILITIES AND GOVERNING AGENCIES AGREEMENT BEMEEN PACIFIC REALTY ASSOCIATES I.P.. AND WAL-MART REAL ESTATE BUSYNESS TRUST, TIGARD, OR/5935-00. 2 __ 2SIOIBA-00300 7UALA77N VALLEY WATER D/SMICT TUALA77N VALLEY FIRE AND RESCUE r a?Am - - CLACKAMAS PO BOX 745 10665 SW BLANTON STREET LOWWAY COUNTY BANK VERTICAL DATUM BEAIfRT(dN, OR 97075 ALOHA, CM 97007 o� FOUND%'LRaN 503-641-1511 503-649-8577 THE ELEVATONS SHOWN ON THIS MAP ARE NGVD29(47)DATUM BASED ( ) ( ) r / CW CITY O TCdiRO CIS CONTROL NE7WiJRK STA YON GC-OU-024, v aR WASHINGTON C9t/NTY OREGON DEPARTMENT O' 7RANSPLYR7ATI0V - ELEVATIOV = 181.62' A 3-1/'ALUMINUM DISK SET IN CONCRETE 90' 155 N. FIRST AVENUE SU17F 300 355 CAPITOL ST. N.E. i - SOUTH OF 771£GL OF SW DARTMOUTH STREET, APPROATIV IELY 700' HILSM,, OR 97124 SALEM, OR 97301-3871 WEST OF SW 72ND AVENUE: (503)-846-86&5 (888)-175-6368 PORTLAND GENERAL RECT77C CITY LF TIGARD _ (503)-228-6322 13125 SW HALL BOULEVARD LEGEND (800)-542-8818 TGARD, OR 97223 ' (503)-639-4171 , FOUND 5/8'X 30"RLBAR W/ YELLOW PLASTIC CAP STAMPED `SHERRY 74508' NsmLALEasNS ON HORIZONTAL DATUM/CONTROL • FOUND MONUMENT AS NQTED F awk& T 9AB(SEE SURVEY IS ON OREGON NORTH STARE PLANE COORDINATE SYSTEM, ZONE 3601. ORIENTED FROM TIES TO THE FOLLOWING N07E E) CONTROL S7A77OVNS(ZONE 3601 COORDINATES FOR EACH ARE OYVEN). 18 PLOTTED EXCEPTION 2SY01BA-00401 TRI-COUNTY CI7Y OF TIGARD CIS CONTROL NETWLIRK STATION CITY OF TIGARD OYS CONTROL NETWORK STATION -SA— 0 SANITARY MANHOLE; UNE& CLEANOUT '' W CENTER TRUST GC-022-021; NORTHING. 649SM250 EASING. GC_022-02.1 NORTHING. 651076.919: EASING. off—sT— - STORM MANHOLE&CIN£ h / 7620830636: A 3-4/'ALUMINUM DISC LOCA IED&7NfDv 7624301.854: A 2'BRASS DISC NN A MONUMENT BOX AT INTI RAILROAD TRACKS 750'SOU7HF4ST Or THE THE WEST END OF THE SOUTH PARKING ARE OF HAMPTON ®. ❑ SOUARE CATCH BA57N AND CURB INLET 2 INTERSECTION OF THE RAILROAD TRACKS IWTH SW HALL PARK APARTMENTS, 12490 SW 72ND AVENUE 90'SOUTH OF STORM CULVERT r---_ H BLVD, 25 SOUTHEAST OF THE NORTHERLY FDVCT UNE AT THE LININ-TCHON OF SW 72ND AVENUE AND SW HERMOSO t - N8734Z2{Y TFHf SCIlCKO BUS DEPOT. WAY, —P— �- EIRE HIDRANT, WATER VALVE, LINE&Mf77R � FOUND�'tRav �90n0 00" 2SIOIAB-01400 763.08' ROD W/1PC 'Wm/ CITY OF TIGARD q5 CON7RGK NEwK STATION CITY OF TIGARD GIS CO mat NEi*w STATION -Y—�— U UTUTY POLE, OVERHEAD POWER UNE&LIGHT POLE I - PAaRC' R=75.00' L=117.81' /WAL-MART REAL GC_022-024,• NC1RTllNG 652125.827; EASING GC_022-063 NO4IHAVG 652502.595: EAS7ING -9"— -o- r BURIED POWER UNE, J--BOX, METER, VAULT& 7RANSFORMER M. BRC.=S53L75'43'W ESTATE BUS/NESS 7623574.508: A 3-1/'ALUMINUM DISK SET IN CONCRETE 7620715935: A 2-%2'BRASS DISC LOCATED IN 77GARO — GAS UNE AND VALVE CqD• LEN•=106;07' i TRUST 28/01 ABA 01404 Ry v 90'SOUTH OF THE(X OF SW DARTMOUTH STREET, PLAZA, AT 7H£NaR7HHEST CORNER OF THE INTERSECTION TELEPHONE MANNCKE, UNE J--BOX&PEDESTAL I OT 8 RK MAVRVIN ONRENCHLER 9'710 APPRONVATELY 701' WEST OF SW 72ND AVENUE O'SW HALL StVD AND STATE HWY 99W, 40' WEST aF THE L pA 25101 AB-01403 WEST CURB CINE Or SW HALL BLVD, 7'NORTH OF THE STV— BURIED CABLE I EROS �. GREGORY W NORTH CURB UNE Of STA AF HWY 99W. ® O TRAFFIC SIGNAL CONTROL BOX& 7RAFFlC SIGNAL POLE - fl CALWELL ARBORNTAE/4' RW�s> 191 p ,�, T BENCHMARK CHAIN LINK FENCE - I a EX15 - rAItS WOOD FENCE 1 7 1$THE 97E BENCINMARK IS CITY OF WARD CIS COWIRGL' , FENCE GATE POSTS I / ppRNETW)RK STA17ON GC-022-024, ELEVATION= 181.62: A SURVEYORS CERTIFICATE BUIDW BRUSH UNE(THICK ASH FOREST) I �u(N)=19176 F O Fz�� 3J/'ALUMINUM DISK SET IN CONCRETE 90'SOUTH OF THE 70 HAL-MART REAL ESTATE BUSINESS TRUST, A DELAWARE STANTORY TRUST WAC-MART STORES, UNC, WE7IAND DELINEATION (DE7JNF4TED BY OEOENGNEERS IN 2006) I HE 6 BERM a OF SW DARTMOUTH STREET, APPROXIMATELY 709' NEST A DELAWARE CORPORAWN,, WAL-MART 7RS LLC, A DELAWARE LIMITED UARVTY COMPANY, STEWART _ I a _ O'SW 72ND AVENUE. 177LE GUARANTY,• AND PACIFIC BEAUTY ASSOCIATES, LP., A DELAWARE LIMITED PARTNERSHIP.• SINGLE POST SIGH (AS NO IED) N8135J7 �- Rw(El rez I " �- mv" 521.76 I ° vLT h "H THE-97E BENCHMARK IS A 1-T/g BRASS DIST(MARKED 11S THIS IS TO CERTIFY THAT TRS MAP OR PLAT AND THE SURVEY ON NXII IT IS BASED WERE MADE IN Lcv IRRIGATION CONIR(K VALVE `� SW BM 260, 2006; ELEVATON= 192.26: SFT IN TOP OF WEST ACCORDANCE IN7H Elf 2011 MINIMUM STANDARD DETAIL lREQT/IRENEII'IS FOR ALTA AGSM LAND TILE 4'GIAIN OW B'CUL RKW)-19285 HER / HANDICAPPED RAMP POINT ar Broom FENCE � 6'cava. RETANMG I '�° "'-- 'W,q(,K,,,u CURB OF SW HERMOSO WAY, AT EXTENSION OF NORTH LINE SURVEYS "NILY ESTABLISHED AND ADOP70 BY ALTA AND NTS, AND INCLUDES ITEMS 1, 2 3, 4, 5, 6, WATER FauTo%'AN ROD 657. P WALT 6'CHAIN LINK '�' "�" -""'-^ 0 OF BLDG 17555,• NORTH 4.5' TO GL CATS/BASK- SOUTH - 7(a), 7(b)(1), 7(c), 8, 9, 10(0) 11(b), 13, 14, 15, 16, 17, 14 19, 20(a), 21 AND 22 OF TABLE A TIEREO: FENCE 36' TO EASTERLY ENTRY 70 BLDG 47555 THE FIELD WORK WAS COMPLETED ON MARCH 1, 2012 Q ASPHALT PAVING LAT. 452s'S+.31272' , LONc 122457.5480' Worn FEIKE N8134'17"W 18.57' CONCRETE PA NNG 46AIAk 3 ,* ' `_ TLP CENTER FL= ( _ (1915) 17TLE REPORT tb%fa 2S10fAB-01500 +JA+B 2 --__ _ CNRIS70FER C. SHERBY 74508 DATE REGISTERED + 1ETANTNc PROFESSIONAL GRAVEL DO7h SNP, LIC 117 158�7(Nr r WAIL Ta=19677 - �--♦ LAND SURVEYOR 2S101BL-0010 _ '1c'N`*��"' c am,-� ,, \ I rn 70rBtu(W)=79459 PNWP, LLC 2 r�aa a� ",' '"'�`°'. `"' 2510118-01501 FOUND 2'BRASS MSI(81 NCV BOX # S71 r aw ca. m7wc LIONEL, LLC BUIDW �I SIAWO 'Sl 175 RIW WA9L Ca g` 9/RW:'Ya4 IXC 38'HEED FOR 171E =mz75 S08D543"W 25.80' swDEAsrcvw FDE(Ea RIDHARD9aV DIC OREGON T� l9L� FOR REFERENT ONLY 08 . IF 11'NIKE)=189.46 CHRISTOFER C.SHERBY 745080 RENSW OWNERSHIP NOTE, SHEET NUMBER, 9/15/11. RENEW 6/30/12 RENSED BOUNDARY OF LOT 7, HERMOSO PARK, LEGAL DEscRPTION AND AREA, 419112, REVISIONS / Dote APRIL, 2012 Job Number UPDATED TO PRELIMINARY 777LE REPORT SUPPLUENTAL N0. 7 3 12 / Scale 1" = 60" >4339 3122112 DRE TAIL TI CA RD, ORE00/V 8.51 ADDED ZONING INFOR'MA779V PROWED BY PACLAND 3 9 12 Drawn By Sheet I ENGINEERS SURVEYORS PLANNERS 9 25 12 1325 SE TECH CENTER DRIVE,SCUTE 140 VANCOUVER, WA 98683 Dote Plotted / RENSED EAST OWNERSHIPS 3 28 12 waw.maG a s sito.com (360)6953411 (503)2896728 (888)6953111 FAX(360)69&M3 Crowing Nanle4339 ALTA 2-29-12-08 C',•5'-1 EXISTING BUSINESS VICINITY PLAN DAR 1`MOUTH RETAIL Z LOCATED IN THE SOUTHEAST ANP, SOUTHWEST 1/4 OF SECTION 36, - - - - - Q TOWNSHIP 1 SOUTH, RANGE 1 WEST AND THE NORTHEAST AND NORTHWEST QUARTER OF SECTION t \ SW SPRUCE STREET 1, TOWNSHIP 2 SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN aU RESOEµn� \ \ 15 CITY OF TIGARD, WASHINGTON COUNTY, OREGON 3 Z z Z w ¢ \ S36, T 1 S, R 1 W, W.M. Z' 14 [12 1„ N t ¢ ol OD rn £ WQ 10D a1 \ 36 Lo RES EµppL \ i ti Lu � � W \ W SW PFAFFLf STREET >\ Q � y 47 v n4 PP�F�G 3 s ME 1GPL \ _ O SW ATLANTA STREET \ 45 430 © k `� 1 / Q4 20 21 SW DUVALL STREET SW BAYLOR STREET FnlpENn 400 O 200 400 Soo OIL \ I 4 S 39 P� \\ 1 INCH=400 FEET m �Z� I w �r 3 � � 4 3 2 Q RE t)E S 1, T2 S, R 1 W, W.M. I N 41 I 40P 37 of 42 3 N1GHW 9� SW CLINTON STREET 11� PP�1P1C O Doti 35 R L o� oSK'D SIDENnP 34 m y1Po AROv17W S�FFT E= BUILDING • 33 = I G INDEX. NOTES. 38 w µ1 w � Sp52. JEFFREY ALLEN HOME AND GARDEN 5 I 1. OFFICE MAX 1. THERE MAY BE ADDITIONAL PROPERTIEL 32 µt z VpCP V PX10�F1GE WITHIN 3000' OF THE SUBJECT PROPER VPGP > 00 3. PETSMART [131 GG Q Q FIELD LOCATED, DELINEATED OR OTHER 30REypEµrPL 4. MNCO 5. BABIES RODSS, MONEYGRAM THE EXTENT THAT SUCH USE IS NOT R 29 28 " I 7. SPIZZA TANDARD OOV.EAND APPLIANCE WITHOUT AN INTERIOR INSPECTION OF i 8. TIGARD BOWL WN �2. RESTAURANTS SHOPOSSIBLE ALCOI s SW ELMHURST STREET I 9. NAPA AUTO PARTS �o 10. MATAZTLAN MEXICAN RESTAURANT 3 STREET CENTERLINES WERE DOWNLOADE slykN�l L 1N5. � I 11. HOUSE OF TERIYAKI BUREAU 2009 TIGER SHAPE FILES FOR FFr RESOEµnP SW HfRMOSO WAY ENppl fpRMEF1GE5 12. BED MART OREGON. 13. LES SCHWAB 4. BUILDING LOCATIONS WERE DRAWN FRO 14. UNION GOSPEL MISSION THRIFT STORE BACKGROUND THAT WAS SCALED AND P SW FRANKLIN STREET 15. FRED PROFESSIONAL SHAPE FILE. g� 3 16. PROFESSIONAL TURF CENTER ys1 P NRMG 14 SW BEW4AND RO D00• I 17. GREATLAND CLASSIC SALES 5. BUSINESS NAMES WERE COMPILED FROA MNyµFPO 9 w 18. APPLIANCE THE EXTERIOR SIGNAGE AND CHARTING Po 230 I 19. Hi HI HAT CHINESE RESTAURANT m 20. TILLAMOOK CHEESE COUNTY TAX MAPS ON APRIL 22-23, 1 spy v& µE55 ¢ / 21. FAMILY BAPTIST CHURCH yGN2i��p P�oz 22 MISC. IGFs 22. LOWE'S HOME IMPROVEMENT 23. WESTSIDE SLEEP CENTER s Q w 24. GEORGE FOX UNIVERSITY r�F<r 26 4 SW GONZAGA STREET 25 ti / 25. OFFICE PRODUCTS NW 27 j ppL 24 pNt 27. HUTFURNITURE. MADISON TIG BUILDING PRODUCTS \ W RESOEN 3 ypG / 28. COLOSSAE CHURCH \ I " 29. RITE AID o� SW HAMPTON STREET 30. VALUE VILLAGE \ µESS 31. MADDY'S BAR 3 d1`sr OfF1�5 j 3 / 32. ROUND TABLE PIZZA Ln z Y 33. 7-11 STORE SW hUNlkf ¢ a / 34. LAS MARGARITA'S RESTAURANT 35. MIXER'S BAR AND GRILL 3 m � � 36. RECHARGE CAFE 0 37. SHELL GAS 38. CUSTOM DECORATIONS y \ w ��Qy sw GRfsrnfw SW /RV1NG 39. JOANN FABRIC, DOLLAR TREE, INDIA IMPORTS, GINO'S DELI, z AREA FLOORS, BOOK BOX, DECORETTE SHOP, ARCHER'S STREET Q N AFIELD, RICHARD'S DELI, PHO BINH MINH RESTAURANT \ ^ N DAXING SEAFOOD, SPORTS NUTRITION ^ 40. INTERIOR MOTIVES \ N SW VARNES STREET (n 9po 41. SALVATION ARMY BOUTIQUE \ m 42. COSTCO w 43. CAR TOYS z9 44. CHEVRON GAS SW VARNES STREET o 45. CITY BIBLE CHURCH e RESDEµnpL Z�< 46. CASH AND CARRY REGISTERED 3 3 47. CASH CONNECTIONS, LITTLE CEASER'S, BIG 5 SPORTING PROFESSIONAL \ GOODS, SUSHI HANA, PETCO, THONG THAI RESTAURANT LAND SURVEYOR SW FIR STREET SW FIR RADIO SHACK, PLAID PANTRY \ \ w LOOP / 2 OREGON JUNE 11,2008 ¢� CHRISTOFER C. SHERBY 74508LS v ^ EXPIRES 6/30110 3 FOR REFERENCE ONLY 1325 SE TECH CENTER DRIVE, SUITE APRIL 28, 2010 JOB NUMBER REVISIONS 140 Date: __ DARTMOUTH RETAIL BUSINESS VPLAN VANCOUVER, W) 95-34 Sale: __ _ , 400 4339 SHEET NUMBER, 9/25/12 s VANCOUVER: (360) 695-3411 Drawn By: _ BTM _ PORTLAND: (503)289-6726 9 25 12 SHEET • Date Plotted: __ FAX(360) 695-0833 - -- -- MacKay gSposib,Inc. www.mackaysposito.com Drawing Name: 14339-SHEET 2-DWG- CS-Z 1S136CD-02200 COSTCO " - WHOLESALE CORP. L5 ^e 1S136CD-04300 L4 L6 , WINCO FOODS, LLC s s ^ L3 1S136DC-04500 PARCEL III WINCO FOODS, LLC 1S136CD-04200 " PACIFIC REALTY ASSOCIATES L2 1S136DC-04600 PARCEL I, L1 COMMERCIAL NET 1995-013 LEASE REALTY z '=6` ,SW D ,'� 3s;��b t"�t✓d �x�ny 2�,a 9l r `'' a x' * a"KT. ` ittr OF MAIHt �� ' —•�4_i 044'!.' Ver r '^' ^ ''�i y `4 "$":,, t s. u l a%" ; ?r. 5s M� a� t y 4° , h=38V5'41 BOUNDARY LINE TABLE -. R=547.00' L=363.69' LINE BEARING LENGTH "1 M. BRG.=5545754 E � L1 N400228 E 42.81' EDW TVACHD. LEN.=357.03' ___�-- �-- "W, v L2 N51'13'03"E 33.47' -- L3 N052449E 34.15' t1Lw LL tsar' % ___-- i _ - ' L4 S8754310E 17.36' L5 N1921'52"E 792' L6 N6227'41"E 3781' _--- 7 3 PARCEL IV Z,11, „ . o, 2S101BA-00100 TRI-COUNTY f� CENTER TRUST . 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ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR 15. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. ISTI I C TTI Zr ! - - -- - - - - THE 18.15 ACRE SITE SLOPES GENTLY FROM AN APPROX. ELEVATION OF 190 FT. ABOVE SEA LEVEL ALONG THE EASTERN BOUNDARY TO AN APPROX. PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCHEDULE A 8.A) (SCHEDULE A 7.6.11) ELEVATION OF 165 FT. ABOVE SEA LEVEL ALONG THE WESTERN BOUNDARY. THE SITE IS CURRENTLY UNDEVELOPED, CONSISTING OF GRASSLANDS, �;' ii! �` f ky 2. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING 16. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S BRUSH AND WETLAND AREAS. THERE IS APPROX. 22.5 FEET OF UNDOCUMENTED FILL PLACED ACROSS THE SITE WITH SEVERAL FILL STOCKPILES B %� 11 I I I I THE CONSTRUCTION PERIOD, UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING APPROX. 10 FEET IN HEIGHT. THERE ARE TWO MAIN DRAINAGE BASINS THAT DICTATE STORMWATER CONVEYANCE FOR THE SITE. RUNOFF EITHER TRAVELS TO THE NORTH BASIN, WHERE A DRAINAGE DITCH RUNS PARALLEL TO DARTMOUTH STREET, OR TO THE SOUTH BASIN. BOTH BASINS 1 AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. (SCHEDULE A.8.01.(1)(C)) TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SCHEDULE A.9.B.111) DISCHARGE INTO WETLAND AREAS LOCATED IN THE WESTERN PORTION OF THE SITE AND EVENTUALLY ALL RUNOFF FROM THE SITE ENTERS THE RED r;? 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC17. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR ROCK CREEK LOCATED TO THE WEST. EXISTING WETLANDS ARE LOCATED ON THE SITE. SCHEDULE A.12.C.111 LH... s; CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT. ,.(.(..(.Lf.a.o I _ ( ) SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING DEVELOPED CONDITIONS 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM T` SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION RETAIL STORES LOCATED ON THREE PARCELS INCLUDING PAVED PARKING LOT WITH APPROX. 691 TOTAL PARKING STALLS, CURB & GUTTER, LIGHTING, (� f DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN W0 �44"41T(1(t RF1 ) 1 BECOMING A SOURCE OF EROSION. (SCHEDULE A B.C.IL(O(D)) DRAINAGE SYSTEM, LANDSCAPING & IRRIGATION AND OFFSITE ROAD IMPROVEMENTS. , �"a.,.__ APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ��(��(��(��t��( h !I . . ..-... �, �«`�_-._._+ 5. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCHEDULE A.9.D) NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE C ��` i_i_ �ii�1��111110 �: INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. * CLEARING/ STRIPPING (SEPTEMBER 2012 - OCTOBER 2012) 18. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS : - 1 REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE EXCAVATION (SEPTEMBER 2012 - OCTOBER 2012) s TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SCHEDULE A.&C.L(1) & (2)) YEAR. (SCHEDULE A 7.13) * ROUGH GRADING (MARCH 2013 -JUNE 2013) 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN * FINAL STABILIZATION (JUNE 2013) I valin 8rt' 1 PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. 19• AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE � � IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE SITE SOIL CLASSIFICATION �... (SCHEDULE A.7.6.111(1) AND A.7.6.111(3)) WATERS. (SCHEDULE A 7.E.11.(2)) USDA HYDROLOGIC GROUP D 1 - ALOHA SILT LOAM 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE 20. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET USDA HYDROLOGIC GROUP D 22 - HUBERLY SILT LOAM �1 VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY IMPLEMENTED USDA HYDROLOGIC GROUP C 37A - QUATAMA LOAM, 0-3% SLOPES i �(� FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE USDA HYDROLOGIC GROUP C 37B - QUATAMA LOAM, 3-7% SLOPES D WEATHER. (SCHEDULE A.7.A.1) �1� STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. (SCHEDULE 21. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT USDA HYDROLOGIC GROUP D 42 - VERBOORT SILTY CLAY LOAM y' A.7.D.1 AND A.S.C) AND BEFORE FENCE REMOVAL (SCHEDULE A.9.C.1) USDA HYDROLOGIC GROUP C 45A - WOODBURN SILT LOAM, 0-3% SLOPES (�� I USDA HYDROLOGIC GROUP C 45B - WOODBURN SILT LOAM, 3-7% SLOPES r � ;i3sssiiiTl!U 1 8. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. 22. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE 22.5 FEET OF UNDOCUMENTED FILL ACROSS THE SITE (SCHEDULE A.B.C.I.(6)) GROUND HEIGHT. AND BEFORE BMP REMOVAL. (SCHEDULE A.9.C.I1) D("�l iTf("IIID FILL MATERIAL 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS 23. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND ALL FILL MATERIAL SHALL BE INORGANIC SOILS WITH LESS THAN 3% ORGANICS FREE OF VEGETATION, DEBRIS ROOTS AND STICKS LARGER THAN 1/2 I GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. SCHEDULE A.8.C.11. 2 SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT ( ) / ` ( ( )) INCH DIAMETER AND ROCK FRAGMENTS LARGER THAN SIX INCHES. CONTRACTOR TO REFER TO PROJECT SPECIFICATION 02300 FOR SPECIFICATIONS 1 AND AT COMPLETION OF PROJECT. (SCHEDULE A.9.C.111 & IV) REGARDING IMPORTED SOILS FOR USE AS FILL MATERIAL. 1 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SCHEDULE A.8.C.1.(7)) 24. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. =J 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: GRAVELED OR PAVED SOILS ARE POORLY DRAINED AND THE HAZARD OF EROSION IS SLIGHT ( ) INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED STORMWATER IS DISCHARGED AT THE NORTHWEST CORNER OR SOUTH PROPERTY LINE TO REDROCK CREEK BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. (SCHEDULE A 7.D.11.(1) AND A.8.C.1(4)) ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. (SCHEDULE A.9.B.1) 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. 25. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING PERMITEE'S SITE INSPECTOR: SITE MAP (SCHEDULE A.7.D.11.(3)) OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCHEDULE A.9.13.11) NTS 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT 26. THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY COMPANY/ (503) PACLAND: CONTACT NAME: SHAWN NGUY (CESC FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE. (SCHEDULE PHONE: (503) 659-9500 ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, FAX: (503) 659-2227 F Z Z AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.F.Q E-MAIL: SNGLIYk1QACLAND-COM Q �f 'c A.7.E.L(2)) 27. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DESCRIPTION OF EXPERIENCE: CONSULTANT HAS 10 YEARS OF EXPERIENCE S DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFlER, LOOSE STRAW, OR AN ADEQUATE COVERING WITH ESC PLAN PREPARATION. INSTALLATION. MAINTENANCE AND MONITORING _ � ••,_,;,.� �{ ," � ,-�,�„ 14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.7.F.11) OF EROSION AND SEDIMENTATION CONTROL WORK. COMPLETED CONSTRUCTION Know what's b@IOW. 7 2. ZSa"x` '� EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, STORMWATER BEST MANAGEMENT PRACTICES FIELD TRAINING THROUGH AGC REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, 28. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT REMOVE TEMPORARY SEDIMENT EDUCATION FOUNDATION. UPON SELECTION OF THE CONTRACTOR, THE SITE Call before you dig. x� « r, J\ TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCH A 7.E.111.) CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. HOWEVER, INSPECTOR WILL BE REPLACED AND IDENTIFIED VIA AN ESCP REVISION. n _ o SW 68TH AVE DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS BECOME STABILIZED UNLESS DOING ��J�� SO CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, INCLUDING 41 DO TOTAL PROJECT t f ar c^ 2� SEDIMENT RETAINED BY TEMPORARY BMPS. (SCHEDULE A.7.6.111(2) AND A.8.C.IIQ THE ESCP COVERS 20 ACRES OR MORE DISTURBED LAND AND G 'N r1 ACREAGE SUMMARY REQUIRES ENGINEERED FACILITIES SUCH AS SETTLING BASINS '\ ha, til t 4 i ;� rx A " �}i ; �p �GA� SW 72ND AVE BMP MATRIX FOR CONSTRUCTION PHASES THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS.OF THE 12000 PERMIT. THIS ESCP AND GENERAL CONDITION AND/OR DIVERSION STRUCTURES. ' DISCREPAENCIDES OR OMIISSIONS C1TLIiEA12o0 MPERI�ITEREQU,REMENTS00UPERCEIDERRQQUIREAEIENTS IN CASES (IN ACRES REFER TO DEO GUIDANCE MANUAL FOR A COMPREHENSNE LIST OF AVAILABLE Blue ' ) THE ESCP INCLUDES ALL PROCEDURES NECESSARY TO MEET TOTAL SITE AREA 34.321 OFF-SITE HOLD A PRE-CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EROSION AND SEDIMENT APPLICABLE LOCAL GOVERNMENT EROSION AND SEDIMENT CONTROL CLEARING MASS STORM. PARIWG LOT F1iALT WALMART SITE AREA 18.15± AND STORMWATER MANAGEMENT REQUIREMENTS. PROJECT SIIIIP W GRADING INSTALLATION CONSIRUC110N STABWATION WA7TEl2 CONTROL (ESC) INSPECTOR. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 12000 PERMIT REQUIREMENTS. ON-SITE DISTURBED AREA 16.64± LOCATION INSPECTION LOG MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200C PERMIT REQUIREMENTS. 99W � PREVENTION OFF-SITE DISTURBED AREA 16.17± TME STORMWATER DISCHARGE LOCATION / RECEIVING WATERS IS PRESERVE NATURAL VEGETATION **X X X X X X CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THE FORM OF AN ACTION PLAN. * NOT LISTED UNDER ODEQ'S 303(D) LIST FOR SEDIMENTATION OR OFF-SITE g TOTAL DISTURBED AREA 33± TURBIDITY. PROJECT PROJECT �P� GROUND COVER X X IMPERVIOUS AREA AT COMPLETION WALMART SITE ONLY 12.08± LOCATION SITE y o HYDRAULIC APPLICATIONS X PERVIOUS AREA AT COMPLETION WALMART SITE ONLY 6.07± 1 " 4 r•. f ;1 SW HALL BLVD PLASTIC SHEETING X LOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES ` ROUNDED UP TO NEAREST ACRE PER WALMART SWPPP GUIDELINES MATTING X X USGS QUADRANGLE MAP VICINITY MAP DUST CONTROL X X X X 1. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1; THE TYPE SHEET INDEX ESC PLANS TEMPORARY/PERMANENT SEEDING X X X X X AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. NTS NTS BUFFER ZONE **X X X X X X 2. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED D-1.0 EROSION AND SEDIMENTATION CONTROL PLAN COVER SHEET PERMANENT SEEDING AND PLANTING X AREA, AND THROUGH A SEDIMENT CONTROL BMP I.E. (FILTER BAG). D-1.1 PHASE IA EROSION AND SEDIMENTATION CONTROL PLAN SWPPP 'SITE MAP' D-1.2 PHASE IB EROSION AND SEDIMENTATION CONTROL PLAN SWPPP "SITE MAP" ONS OWNER/DEVELOPER ATTENTION EXCAVATORS SODDING X X X X X X 3. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. D-1.3 PHASE II EROSION AND SEDIMENTATION CONTROL PLAN SWPPP "SITE MAP* CONSTRUCTION TOPSOILING X X X X D-2.0 EROSION AND SEDIMENTATION CONTROL DETAILS 1 D-2.1 EROSION AND SEDIMENTATION CONTROL DETAILS 2 PLANS DEVELOPER/OWNER: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON SEDMsENTCgN1ROl RATIONALE STATEMENT D-2.2 EROSION AND SEDIMENTATION CONTROL DETAILS 3 ** WAL-MART REAL ESTATE BUSINESS TRUST UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR SEDIMENT FENCE (PERIMETER) X X X X X D-2.3 EROSION AND SEDIMENTATION CONTROL DETAILS 4 2001 SE 10th ST 952-001-0010 THROUGH 952-001-0090. YOU MAY OBTAIN COPIES OF SEDIMENT FENCE (INTERIOR) X X X A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ'S 1200-C PERMIT MAIL STOP 5570 THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU STRAW WATTLES X X X APPLICATION AND ESCP GUIDANCE DOCUMENT HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT ER-1.0 EROSION AND SEDIMENTATION CONTROL PLAN KEY MAP J BENTONVILLE, AR 72716-5570 HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CONTROL PLAN. SOME OF THE LISTED BMPS WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY ER-1.1 PACIFIC HIGHWAY (OR 99W) STA. 0+00 TO STA. 16+50 PHASE I EROSION AND SEDIMENTATION CONTROL (479) 273-4000 CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, FILTER BERM X X X X MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, PLAN/SITE MAP BEFORE COMMENCING AN EXCAVATION. CALL 811 OR 1-800-332-2344. INLET PROTECTION **X X X X X INCLUDING SOIL CONDITIONS, TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS. ER-1.2 PACIFIC HIGHWAY (OR 99W) STA. 16+50 TO STA. 35+50 PHASE I EROSION AND SEDIMENTATION CONTROL SITE OPERATOR/GENERAL CONTRACTOR: DEWATERING X X AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESCP, AN ACTION PLAN WILL BE SUBMITTED. PLAN/SITE MAP PROJECT LOCATION SEDIMENT BASIN X X X X ER-1.3 DARTMOUTH ST PHASE I EROSION AND SEDIMENTATION CONTROL PLAN/SITE MAP LLOADING DOCK DRAIN PROTECTION X X X X X ER-1.4 DARTMOUTH ST AND 72ND AVE PHASE I EROSION AND SEDIMENTATION CONTROL PLAN/SITE MAP SUPERINTENDENT: SW DARTMOUTH STREET & SW 72ND AVE, TIGARD, OREGON 97223 COMPOST SOCK *=X X X X X ENGINEER'S INITIALS ER-1.5 72ND AVE STA. 9+00 TO STA. 21+00 PHASE I EROSION AND SEDIMENTATION CONTROL PLAN/SITE MAP ER-1.6 72ND AVE STA. 21+00 TO STA. 28+00 PHASE I EROSION AND SEDIMENTATION CONTROL PLAN/SITE MAP i LATITUDE = 45'25'56", LONGITUDE = 122'45'18" INTERCEPTOR SWALE X X X X X ER-1.7 HERMOSO WAY / 68TH AVE AND DARTMOUTH ST PHASE I EROSION AND SEDIMENTATION CONTROL N K RUNOFF �M PLAN/SITE MAP INSPECTION FREQUENCY ENGINEERING FIRM A PORTION OF THE SITE LIES WITHIN THE 100-YR FLOOD PLAIN PER ** , SITE MAP CD SITE CONDITION MINIMUM FREQUENCY ER-1.8 OR 217 NORTHBOUND RAMP PHASE I EROSION AND SEDIMENTATION CONTROL PLAN O�S� N CONSTRUCTION ENTRANCE X X X X DAILY WHEN STORMWATER RUNOFFINCLUDING RUNOFF FROM / ROAD FEMA MAP #41027605170 DATE 2/18/2005 AND LOMB-F 07-10-122A, ER-1.9 BEVELAND ST PHASE i EROSION AND SEDIMENTATION CONTROL PLAN/SITE MAP r PIPE SLOPE DRAIN X X X X X N 07-10,Q375� 1. ACTIVE PERIOD SNOWMELE IS OCCURRING. AT LEAST ONCE EVERY TWO (2) ER-1.10 PACIFIC HIGHWAY (OR 99W) STA. 0+00 TO STA. 16+50 PHASE II EROSION AND SEDIMENTATION CONTROL CONSTRUCTION PACLAND �� I OUTLET PROTECTION X X X X X WEEKS REGARDLESS OF WHETHER STORMWATER RUNOFF IS n CONTACT: SHAWN NGUY, PE PROPERTY DESCRIPTION *= OCCURRING. PLAN/SITE MAP PLANS a, 6400 SE LAKE ROAD, SUITE 300 CHECK DAMS X X X X ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL ER-1.11 PACIFIC HIGHWAY (OR 99W) STA. 16+50 TO STA. 35+50 PHASE II EROSION AND SEDIMENTATION CONTROL SHAKER RACK X X X X 2. PRIOR TO THE SITE BECOMING INACTIVE OR IN MEASURES ARE IN WORKING ORDER. ANY NECESSARY PLAN/SITE MAP -o PORTLAND, OR 97222 TAX LOTS 04200 (WASHINGTON COUNTY MAP NO. 1S136CD), 00101(MAP. ANTICIPATION OF SITE INACCESSIBILITY MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO LEAVING C) PHONE: 503 659-9500 L� FILTER SACK INLET PROTECTION X X ER-1.12 DARTMOUTH ST PHASE II EROSION AND SEDIMENTATION CONTROL PLAN/SITE MAP ( ) 3 N0. 2S101BA) AND 01400 (MAP NO. 2S101AB). PORTION OF THE THE SITE. o L FAX: 503 659-2227 POLLUTION PREVENTION 3. INACTIVE PERIODS GREATER THAN FOURTEEN ER-1.13 DARTMOUTH ST AND 72ND AVE PHASE II EROSION AND SEDIMENTATION CONTROL PLAN/SITE MAP EMAIL: SNGUY@PACLAND.COM NORTHEAST AND NORTHWEST ONE-QUARTER OF SECTION 1, TOWNSHIP 2 14 CONSECUTIVE CALENDAR DAYS ONCE EVERY TWO (2) WEEKS ER-1.14 72ND AVE STA. 9+00 TO STA. 21+00 PHASE 11 EROSION AND SEDIMENTATION CONTROL PLAN/SITE MAP SOUTH, RANGE 1 WEST, AND OF THE SOUTHEAST AND SOUTHWEST PROPER SIGNAGE X X X X X X ( ) i ER-1.15 72ND AVE STA. 21+00 TO STA. 28+00 PHASE it EROSION AND SEDIMENTATION CONTROL PLAN/SITE MAP BASIS OF BEARINGS ONE-QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST OF HAZ WASTE MGMT X X X X X X 4. PERIODS AT WHICH THE SITE IS INACCESSIBLE IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A RELEVANT THE WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, DUE TO INCLEMENT WEATHER AND ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION. ER-1.16 HERMOSO WAY / 68TH AVE AND DARTMOUTH ST PHASE II EROSION AND SEDIMENTATION CONTROL SPILL KIT ON-SITE X X X X X X PLAN/SITE MAP OREGON o THE BASIS OF BEARINGS IS NAD83(91) OREGON NORTH CONCRETE WASHOUT AREA X X X X X ER-1.17 OR 217 NORTHBOUND RAMP PHASE it EROSION AND SEDIMENTATION CONTROL PLAN/SITE MAP i STATE PLANE COORDINATE SYSTEM, ZONE 3601. REFER TO **X - SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITIES DSL AND USACE PERMIT REFERENCE ER-1.18 BEVELAND ST PHASE it EROSION AND SEDIMENTATION CONTROL PLAN SITE MAP Q ALTA SURVEY FOR MORE INFORMATION. ER-2.0 EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS o M �3 DSL PERMIT N0. RF-9256 AND USAGE CASE N0. 98-666. ER-2.1 EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS SEE ALTA SURVEY, SHEET 1 OF 7 G?y ,o' " 'I1 _ � , " � I 't � 0 PROF-, ' NO .:D.at a . 5 INE i 6 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS MB/MD 04 0812 `��\ IPE Walmart *. #5935_00 �� ! EROSION AND SEDIMENTATION i 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS II8WI13y " ,aA a , , , D- 1.0 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS MB/MD PERMIT E Na 0 - 7600 SW DARTMOUTH ST 14. CONTROL PLAN COVER SHEET � , S FLO �h acko l By" a y N L. NGJ 6400 SE Lake Road T (503) 659 9500 Suite 300 F (503) 659-2227 SN 20-001-091 11GARD OR 97223 RENEWS: 12/31/12 Portland, OR 97222 www.PAcLAND.COM f 1 1 2 3 4 5 6 1 7 8 1 9 10 11 12 13 1 14 15 1 16 1 17 18 1 ' 9 20 LIMITS OF DISTURBANCE IS SHOWN INSIDE OF � SEE SHEET D-1.0 FOR ODEO STANDARD SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE THE WETLAND BOUNDARY FOR PLOTTING LIMITS OF DISTURBANCE ALONG ESCP DRAWING NOTES USGS QUADRANGLE NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC FROJECT SCHEDULE PURPOSES. LIMITS OF DISTURBANCE IS 1' + L r > . 1 i :'i r,;, -EAST PROPERTY;LfNE',SHOWN ' A - t l/ :r r r'r;; T'°'^ :I� ,' OIITSIDE,PROPERTY, CJNE'fOR, '' - OFFSET OUTSIDE OF WETLAND BOUNDARY. ;, `\f l,t7f, - ' h, ET(yj}. MAP, AND SITE LOCATION MAP. CONSTRUCTION SEQUENCE SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEE WETLAND PROTECTION DETAIL. r '„ „ yt1 PELTS ROTTING'RURpOSES:.LIMITS OF, t ' i ; "•`'-' : 1 DI TURBANCL IS 6N PROPERTY, ONE:.,, TEMPORARY CONSTRUCTION EXIT 5 ' i ; 9 . i { 1111 , , ;, . . - --- �I % SILT , T. TEMPORARY CONTROL MEASURES NCE, 3N \ Ni f i 94 11 r , r t n t �, OFFAffE RUN-�QN I STRIP & STOCKPILE TOPSOIL @�� 5 if I, J�l r i 150•LF D-2 SRA m AliEA-1r,. . 71 AC OFF-am ROUGH GRADE•- , . ":r`; -' , ` `� ' STORM FACILITIES INSTALL ORANGE CONSTRUCTION -" `:it%t, J i 9 '' V''y"�'• : -,`moo''•,- ' DRAINAGE B FENCE 2' OFFSET FROM WETLAND �' � ' r 'i j \ }NTERCERTOR'TR tJCIi_ `, _ r.L: AREA 2 \ ; BOUNDARY AS WELL AS ALONG t '' j''9 1 , & -\ - q I 11 SITE CONSTRUCTION 1 IMITS QF' LfS11JRBANCE,ALUf16`, 1.63 AC . . - �, ; I `,° '>... `. - EAST-PROPERTY LINE' SHOWN, - PERMANENT CONTROL STRUCTURES PERIMETER OF 25' WETLAND - ` - - BUFFER AND AREA TO BE !{' `i+F -j _ SILT ` � , , • ° ' - 1°�° ``% . OUTSfDE-PR RT'Al3NE FOR �C�`, ��/ > PROPOSED ACCESS EASEMENT \ „ � g PLOTTING.Pl1RPO$ES, LIMITS,OF.- ft�llk FOUNDATION / BUILDING CONSTRUCTION PROTECTED AS SHOWN. SEE II a 20 ` ' `� S r,% r 9FL=1 ' �� _ �8 - Q15TURBANi E.1S,ON_PROPCRIY LINE._, TYPICAL PIEZOMETERS AND MONITORING WELLS HAVE FINISH GRADING WETLAND PROTECTION DETAIL. + ,, r _ FL=18.7.50' ` "' BEEN LEFT OPERATIONAL TO PROVIDE ACCESS FOR -11,1I ',"' ; ,y \ \ _`� �' �+ �' _ - I GROUNDWATER LEVEL. MEASUREMENT. CONTRACTOR LANDSCAPING/SEED/F1NAL STABILIZATION DISPERSAL PIPE NOTE ,/ : - °• \ ' FL=2S�10' SHALL BE RESPONSIBLE FOR ABANDONING THE WELLS _; + 8 %3; c ,' , - - , - :, i \''' ` IN ACCORDANCE WITH OREGON WRD. REGULATIONS 3 • e ;. :''-'"• "' �: 1. CONTRACTOR SHALL UPDATE THE TABLE BY DATING THE APPLICABLE ACTIVITIES AS PROJECT PROGRESSES. C DISPERSAL PERFORATED PIPE TO BE INSTALLED OVER 6" 1, t ,.;j ;'j. ; •, INSTALC'40 LF OF 6" r -1jJPE' 5-., INSTALL INTlRCEP'nP,TRENCN,- THICK DRAINAGE ROCK PER 02300 SPECIFICATION. r f t, ''; 12 X,S ,r( 1 - @7,. ` 2. TIME SCHEDULE MUST COINCIDE WI AT PCC€SS LOCATION {IL ONNEGT D-?2 AFT `ASPHALT AB I$. NTH SEQUENCE OF CONSTRUCTION. I ' ' RIPRkP OfJfFAlI r,f ti:, LIMITS OF DISTURBANCE IS SHOWN BEST MANAGEMENT PRACTICES SEQUENCE P, ! ' "t' INTERC€PTOR TRENCHES -- -BwVEO jr `% r „ ` ° ,z\ \ .�' INSIDE Of THE TREE PROTECTION LEGEND ,,., ; ;' 0�. I-c { oi• of.z j �., .. FENCE OMITS FOR PLOTTING DEWATERING IS ANTICIPATED FOR THIS PROJECT. ,'i7 `,` ;%,;"r` _;%`9 ;.: ,1,; ,�,, ;, ` - - ti n11 - !__ NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, (� J r ,'. 3 %'' c�.: PURPOSES. OMITS OF NOTE: EXISTING SURVEY LEGEND ON COVER SHEET. iI " "i f%' ' " "� "' •:•' _ 37B LAY DOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, MASON'S AREA, FUEL AND TURBIDITY RULE OAR 340-041-0036 /i,, r: ' r e"'I4 1111 - '•- i;i ';'' ; 0� _ _ - - - - - - - - E( ) , \\O7 P.ROTECTIO_f�f;FENCE r DISTURBANCE IS ON TREE PROPERTY BOUNDARY LINMATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM,- r:;o 15 . . ,, 11:,",'11,;' _� D-2.2 SEE SHEEN_C=12•DRE PROTECTION FENCE ONE•TURBIDITY (NTU): NO MORE THAN A 10% CUMULATIVE INCREASE »",• -':' - - , TEMR R R SOIL ASTE STOCKPILE £ � o � OMITS OF DISTURBANCE THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE IN NATURAL STREAM TURBIDITIES MAY BE ALLOWED, AS ;i •;; ? '•, ; ,- J 4r/e\ ,I, " '; \ 1111 'i I ;,,, ! 1111;,;'' ,•%,;.-• wy REMOVAL AND PROTLFTJON`,, - _ CONSTRUCTION PROCESS. IN ADDITION NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL �, •.= N .. ,� LOCATION. Ci ER WITH PLASTIC__- 2 ' MEASURED RELATIVE TO A CONTROL POINT IMMEDIATELY j` c,fir ',,`,, "1 , , ;, - ,,,, PLAN FOR TREE PROTECTION WETLAND BOUNDARY IS EXPORTED TO ON THE SITE MAPS. {f; j., , ; G rr v ,,1;i ,;' SHEETING AT TI1E:•END OF THE D 22 ; UPSTREAM OF THE TURBIDITY CAUSING ACTIVITY. / . ;r 1• r;.a- - °' `, cP ;; c ;r;' ; ;I; ; _ SURES: ;-- _TREE PROTECTION FENCE @L22 ,'• I r, , - ,` 4, ; • ': ; } ; (', 11'11'; I; 11 ','11; - WORK DAY. NOTE SON, THE-SITE MAPe A ' r` - - C-1.2 TREE REMOVAL EXISTING WETLANDSPHASE IAME d " r `;� ;; , .• , ,7 " IF`THE STOCKPILE'IS' ELOCATED. AP?ROXIMATE'SOIL,BOUNDARY '• SHEET ,`, +, , CAN \, ; Vie$ ,�,:" rl: „rJ" g,� . ;,,r - . " ----- - OR TREE - - - - - - - PROTECTION PLAN F 1 INSTALL TREE PROTECTION FENCE AS SHOWN ON THE SWPPP PLAN , . - . 1;,. TEMPORARY CbNCRETE WItSH0U1 LOCATION. " H ` -PROTECTION MEASURES. 25' WETLAND BUFFER BOUNDARY 2. STAKE PROTECTED WETLANDS AREA PER WETLANDS HORIZONTAL CONTROL PLAN. STRAW %, ; Qin ';. _-_ ORANGE CONSTRUCTION FENCE ALONG PERIMETER Of WETLANDS AS SHOWN ON •'- ;1; 11.11., - - �9 3. INSTALL 3 ATTL 1 %'1111 Q r % ; " 1111';, `• , : . r;r,:;;r:; 1111 - aPROVIDLPORTABLE GflNCRFTI WASHOUT ., t.. . .. - _ D-22 j c'; 'i „' ill ' ; t -------- ' ;;1;;•, ,,n; ;,,r, . a` -- _ 1 ?- EXISTING CONTOUR _ 525 LF �,. _ ; . „ , , ;: 11,11 1111; ;;Ir;;: ' S :, CONT�INCRS 'TO.AVOID RELEASING CONERETE -_ Dr2,o o 'N 9 7 ;: SW HERMOSO WAY WETLAND PROTECTION PLAN (SHEET D-2.3). _ _ _ , ' , , , , i 187 PROPOSED CONTOUR e !'' ;.__;•;'!q;' 11,11;, - , WASHOUT'•,TO STORM ATER-SYSTEM-OR-- o; _ 4. INSTALL STABILIZED CONSIRUCADN EXITS AND SWPPP 1NFORMAADN SICN !•.,r•;• - -STA ILIZE INTERCEPTOR:. , ., 3r Wqo`, i ' .-. - ;;r i; ,, _: IN 2 B. 1 -2.0, AND W SEE SHEETS ER 1 0 1.16 ER EXIT(S)--11'",I,; 4. INFlLTRAIION TO'GROUND{WATER. NOTE.OIJ #. 1'•. ;, " '! r"- .,'�` •:i' , - _ : ;:,i;, ,1111 J `� i SWALE USING EROSION' . 1r 2.1 FOR OFF-SITE ESC PLANS AND - - OMITS OF DRAINAGE SUB-BASIN 5. INSTALL SILT fENCE(S) AND COMPOST SOCKS ON THE SIZE (CLEAR ONLY (HOSE AREAS Z r•' ri �, ---' r • TE MAP IF 7HE\WASHOUT°IS --- niAPEZDIOAi ANN' ''•- ALL21 : : : :',�i% ` ,; ,r' 11,:11;; IHE SI DETAILS. NECESSARY TO INSTALL SILT FENCES) AND COMPOST SOCKS). :, .^, . . „ ,; CONTROL BLANK€7S .7..,.•.., \ i, ti rr' ✓;r "'i / • . <". 1111 . I -- W1TH'3:1�-S1D 3�OPES - M S£WfR STRUCTURES E ` . . , , , , "', ,, ,; ;'RELOCATED 6 INSTALL INLET PROIEC77ON AROUND ALL EXIS77NG STOW r: `. T � 2 WIDE BOTTOM `�' I - PROPOSED BUILDING ; lr _\,; _ FL-176.23' 3 7. PREPARE TEMPORARY PARKING AND STORAGE AREA. /1i;:\i ; ; �' ; 456 LF' ® S 0.50% - SILT : .,z, a ~' e EXISTING STORM DRAIN PIPE i X i :; ; LT X20 r;: n I " fL=4*7$' s \ \ 1 '. K .. . _ FENCE 1S D-20 P . ;\ SI - ,', ,,•' 1-I ..6L �•' ~,�$, - • >: F •. , 9- �!D- TEMPORARY STORM DRAIN PIPE /, _p r, - C ' 1 r ; ," 0 ; SIk -':,:'-': `"'<=,-- r .`' ` ` `` f Z� 210 LF# HALT ALL ACIIMTES AND CONTACT 11E G11� QIG�EfRNG OpiSIITANT (CEC) 10 PERFaill 0 60 120 jr 4 i 'ii;J --- - DIRECTION OF OVERLAND MEC110N AND CERT UTION OF EPS. GENERAL OONIRACTOR SHALL SCHEDULE AND s 1 ., , ye ;• a,'a, _ '' 3 ROCK CHECK , < ' 0.5� : •- � _ ` :, . - OW W GRADE GGNDIICT THE STOWANATER PRE-COfISiRUC110N AEETNiG DIF) 1FE CEC, wM-MART U - :, i/.;'•i-'�:, . - `' 1111, ;. - - `i,, , (� tgY) r, e, nr ::� _ ,: - DAM (TYP.) 7. CF.d 2 11 ••-- CONSIRUC110N OROIND-DI511IG CONIRACTgIS BEFORE - „ a `\ 1111 TEMPORARY CONSTRUCTION 2 a MANAGER, AGDiCY(ES AND 1111 b -., 0- 33 ; : ' :":; : -; i-P °�° ^ =sCH11DSAN EXITPWITH WHEEL WASH U-20 D 20 PROCEEONG DTH COfIS1RUC110N. LAe€D -az- ' ^ �' '; 100' O.C. TYPICAL, PIEZOME RS AND_MONITORING LLS � ; T,,, r``, if �n ;;;;r:',,:\ ;-:;•:';-i:.': =>`= - ` 1111; ,i': ;;I,,, <:;,`); ,` �, a 11�EE CARTRIDGE - 2 : ? miio - i 3 130CI�CHECK DAM (TYP.) i, i '. R .;rQfr WALE 16 - `1 :,,,,,:;;;,,;;((. ',-;, ;;,::,:::, HAVE BEEN L OPERATIONAL T0.PJ20V1DE `` , I =' �••r SWPPP INFORMATION 5 ® d ! 2.1 . ;% ; 1 Y OUSING UNIT 0 SIGN D-20 F / ', ' , r ; ;i' - ; : _•,;-PLS4CED At11 A00-O-C-. ::1- 'W,,TL CHANNEL •1 ACCESS FO GROUP DWATER LEVEL MEASURE ILTN E 172 ,0 DAY REPORT ASASALL DMMW NA�OEFICEfK,'y OR olfftaoaEs RESOLVED D1F11 24-HOIdtS GYPS 15 X5 X18 r J• �, r _; ;T'S1DE SLOPES :._:, : :11.11-_ CONTRACTOR SHA BE RESPONSIBLE FOR ' 1' ' :.•,, a CAN NOT BE CERIFED IF ANY EXCEPTION REQIEtES GREATER TNAN 2441M TO RESOLVE. ` `_, :' RIPRAP OUTFALL ® PROPOSED RISER D-2t 1; ' ( ' ;' ., ~-2_WIDE BOTTOM - - ON DE OW CERTIFICATION FORM IIIIUST BE ADDED 70 THE FIRST D-2.0 \ S ABANDONING THE YVELLS M.A000RDANCE, kFf / D-2t 'If! % ,`a f% ,12.5 282 lF ® S=0.50% e OREGON WRD REOUI REGULATIONS \ ` w+w +_rt,i t _ PROTECTION e DAY NSPEC110115 AND RFPOR1kIG USNG THE S PP MANAGEIEJIT TOOL MIST START THE SILT FENCE _ ; , ( �: �� a • - 1 -1 COMPOST SOCKS Know what's below. �r t 1 ; -' S' J-HOOK I- ' - T n ` SUCTION\INFLOW /�4 + ,,, TEMPORARY SEDIMENT BASIN #2 D-23 DAY OF OR MEDIATELY AFTER EIYP CERINICATION Call before you dig. ,j ,i'i,, ; r; ;' ,(TMP.) '•,�W� N� `_I I ' DRA�NAC ::AREA A '. , HOSE",,, } ,.�� ., ,- BOTTOM ELEV. = 172.00 3 ` ;'.+ +-' ' ;�" /�3" 1 I:( '✓ - A1fN. TOP SURFACE AREA = 6546 SF �� SILT FENCE p 20 8. CONSTRUCT INTERCEPTOR TRENCH ALONG EAST PROPERTY LINE (CLEAR ONLY THOSE AREAS 1: -- -'I IN15 AC 317;552 SF t ,, - CENTER OF WORK ZOPE } >' 'MAX. DISTURBED DRAINAGE e a NECESSARY TO INSTALL TRENCH). ° 1 4 I�- . , 7.29 AC t _, 1 DRAINAGE AREA, B r 5 o ORANGE CONSTRUCTION FENCE Y - A N �J•�J,�• W 127 1 4 ± c•;:'-\ , .R AREA = 4.69 AC p_2Y 9. CONSTRUCT AND STABILIZE SEDIMENT BASINS AND OUTFALL RIP-RAP AS SHOWN (N✓ PLANS I STABILIZE INTERCEPTOR ` x, '6F ; 148, 0 SF 1 I , :-:..; ; D-2t is %r.' %' @,�i 1 3.40.'AC t =, 4:1 SIDE SLOPES HATH S 3e (CLEAR ONLY INOSE AREAS NECESSARY TO INSTALL BASINS AND OUTFALLS). G TEMPORARY ?- 8 ,':';', . ,LE USING EROSION � ; ..= , %-; I I - c, > 4 FREEBOARD STRAW WATTLES 10. INSTALL AND STABILIZE HfDRAUUC CONTROL S7RUCIURES SWAL£S CHECK DAMS ETC. . CONSTRUCTION ;!"- ;i ;' r. : .: D-2.2 CONTROL BLANKETS ;;v ; 11 1 D-22 ( ) ;, s; \'1,'•111, - _ e DEWA'IH�ING/ g, 11. OMIT CLEARING AND GRUBBING TO THE AREA NEEDED TO PREPARE FOR CONSTRUCTION OF ENTRANCE WITH - - - J X174:50' i 7'- >' ''" tiq';;: D-2.2 F :L r., SEDIMENT POND a - - - - - - TREE PROTECTION FENCE 7 WHEEL WASH ° %rii %'' -, f, D-2t p 22 EARTH BERM ON WEST AND SOUTH PROPERTY ONE. I I" y GRAVEL CONE RISERS WEIR INSTAL4 40 LF Of -6",`�-90TY'PIPE: ;' 12.CONSTRUCT AND PERMANENTLY STABILIZE EARTH BERM ALONG WEST AND SOUTH PROPERTY 2 4 , r '' yr.? �l 2 /�r�Gr� 2 ; � r T;NKS c�\\ f AT HAUL;ROAD CROS$IK T0,•,%/- r. LIMITS Of DISTURBANCE ALONG JUTE MAT & TEMP SEEDING AREA PRIOR TO CONSTRUCTION Of INTERCEPTOR D-2.0 D-2.D y� y - WALE 1ABASHIDENTIFlED ON THE SWPPP PLANS. /, I~ S. o y6'lo oy \ / �. CONNECT aNTERCEPTO .SWC,E, O -HAUL / _ � FL=178.19 _ SOUTH PROPERTY ONE SHOWN # Q .� `t^ �_ _ _ _ , '` ''',.,. - s 13.CONSTRUCT INTERCEPTOR SWALE #16 AND #2 AS IDENTIFIED ON THE SWPPP PLANS. SWPPP , `, ' - DISCHARGE _ -% ROAD OUTSIDE PROPERTY ONE FOR TEMPORARY DISTURBED BUFFER AREA pJ QQ \ .OHIFOS ''. j',, \ ' ; GRAVITY 14.PREPARE ACTIVE TREATMENT AREAS AND INSTALL TREATMENT TANKS AS IDENTIFIED ON THE INFORMATION /' j CARTRIDGE D-2: OUTFLOW PIPE � '. PLOTTING PURPOSES. OMITS OF SWPPP PLANS AS NEEDED. SIGN "' X", „ , ( i DISTURBANCE IS ON PROPERTY r TEMPORARY SOIL/WASTE STOCKPILE 2 \ HAUL HOUSING UNIT '_- ' » �`', I D 22 PHASE 5 PLASTIC SHEETING O - \ 50 F 6 PERF. DISPERSAL PIPE LINE.H :,'. D-20 �� ` _ -r �- C, ,, ROAD , , 4 e 1. BEGIN CLEARING AND GRUBBING THE BUILDING PADS AS NEEDED TO PREPARE FOR ✓ ✓ x'f F 1 15 X 5 X 18 � (SEE DISPERSAL PIPE NOTE) I. 12' X 8' X 18' 7 7 RIPRAP OUTFALL - _ RIPRAP OUTfALLfS INSTALLATION OF GROUND IMPROVEMENT DESIGN. 1 j ✓ ;,�/ - _ v 1 RIPRAP OUTFALL D-21 D 2t ;SOF O%9l 3 RACK CHECK DAM TYP. �;. ,^ TECTION 2. STRIP BUILDING PAD DENSIFICATION AREAS AS IDENTIFIED ON THE PRE-LOAD AND GROUND ', ✓, /1` 11 ;, y �n� �� e , PROTECTION 7 �.- D-2t �' . ( 5 IMPROVEMENT PLAN SHEET D-3.0 6" MIN. BELOW EXISTING GRADES. Y,STRAI o s _ � - , o- :r APPROXIMATE SOIL PLACED AT 100' O.C. ;, ; t TEMPORARY SEDIMENT POND 0-21 ( ) ��411 17W,HtES 14V �' T` •: - - BOUNDARY- ,'+' ® 3. INSTALL 24-INCH DEEP GROUND IMPROVEMENT WORKING PAD AND GROUND IMPROVEMENT. D-2.2 ; 225 LF FE'E10E _ - _ �� 73 , -,' EARTH.BERM : -:1 h • 4. PLACE SETTLEMENT PLATES, FLOOR UNDERDRAIN SYSTEM, AND FILL IN BUILDING PAD AREAS. - N' y , 20 F� }� v (SEE SHE€T C-2.0 ., >� ACTIVE TREATMENT TANK 8 5. PRELOAD WAL-MART BUILDING PAD AREA AS IDENTIFIED ON THE PRE-LOAD AND GROUND � : � '1 ,°' - � `ki CHITOSAN 15 X 5 X 18 TEMPORARY SEDIMENT BASIN #1 f D 22 ` 7 BOTTOM ELEV. = 170.00 � _-_ FOR FINAL GRADING) STORMWATER IMPROVEMENT PLAN (SHEET D-3.0). / - 1.11 :.` :^�S. • 1.111.;";; v::-, -,: ' CARTRIDGE RIPRAP OUTFALL 11:11 t �p $-.J':H0 I5;v,(_ p-21 6. STABILIZE DENUDED AREAS APPROXIMATE LOiCATI6, ��// 1, �;`'::•:•:•.� .v.,, HOUSING � _PRO-TEOTION � � MIN. TOP SURFACE AREA = 7200 SF a'` � :'� rT� - - INTERCEPTOR SWALE !moi' ' .. :'' : r,. ,; 1111-( � .;�,:,:. �;, _ t� �V 3 t 1° OUTFLOW D 2D 7. MONITOR PRELOAD UNTIL PRELOAD CAN BE REMOVED. OF FLOOD PLAIN 'ZONE - SEDT ENT UNIT MAX. DISTURBED DRAINAGE r E %� :^M TAh:^D&>(N(E;d,'baS`T GTI( J r;. ` ;,:;r 1111 r,•;;; %.:,; . - =s ,;;:,11 ,�. 1 D-21 D-20 I ; � l 4525'51'N 122'4520 W ^ •,, ,' '•� ': !':;- '1 :�, POND v N `'•) AREA= 7.52 AC 5 EROSION PROTECITON t 8. UPON REMOVAL OF PRELOAD, COMPLETE BUILDING PAD PREPARATION. A ( ZONE A,N,D/, FENCE.2 DEF EC•E90M:WEI AND,`;r: : , „�- =,.v: : - I 4 COMPOST :.::f. - ' :- ' ';I ',, '' '"•�'.- GRAVEL` D-22-- -- ROCK CHECK 3::1 SIDE SLOPES WITH D,2.t INTERCEPTOR SWALE.-#1A� _ PREDEVELOPED STORMWAIER 3 BLANKET CHANNEL D 2t 9. CLEAR AND GRUB THE AREA IDENTIFIED AS PHASE IB GRADING, AS IDENTIFIED ON THE SWPPP AND WEST 0 %CINE , ,,,,:•'°6QUNDIEf�Y; ;Y�:' " ;• TRA L SOCK #1S ( ) :%, ::.:°.;, �1 :;: : :• ;r, ,. ;� ,; , ;r. '., ,;11.11 r PEZOIDAL CHANNEL D 2.3 1 �: .,•:, a - CONE.RISER DAM (IMP.) 1 ;FREEBOARD 355 LF ,i';; :'J •' FLOWS TO THE EXISTING 3 PLANS. fi. - P�i�,-V. .Klmw •,•,•, .n 1 .: '•• - WITH 3:1 SIDE SLOPES •a�"_ 10.BEGIN PHASE IB GRADING AND CONSTRUCT RETAINING WALL ALONG EAST PROPERTY LINE. " - -174.27TLAND AREA SOUTH OF ROCK CHECK DAM V : 4, PLACED AlA B19 2.I .q ALA: ^ ^ 'TIT i ALL","' STABILIZE INTERCEPTOR SWALE 1 D-2•t y f :' .,rt`. ;;•:•' , r,.;,=, Dr21r ; ` D-2.t 2 WIDE BOTTOM ~ ' THE SITE AND IS CONVEYED 11. STABILIZE DENUDED AREAS � ~ : : x"` :•'•'��/ ,.�A : qw.° • RI , ;. •. .,,, •r,,;; ; ; y; '•, 100 O.C. USWG-EROSION CONTROL BLANKETS _ � 1; 5 12.CLEAR AND GRUB THE REMAINDER OF THE SITE. ,. v , „F , 838 LF ® S-0:50% WEST WHERE IT EVENTUALLY TLISNp:pRDTEL�]I(N1�gQ : : ' ' . 1 ' ,1111, 1, r•;;'!,;',,,� W.N.S', 1 : r : ,APPROXIMATE C:9d %. ��TT- :r , INTERCEPTOR TRENCH D 22 :^:• .� . . . . . . . . . . . . . . . ... . . ;•'>'•' ;;;,R7;; ;• - . . . DRAINS INTO LE #16 "� ` SOIL BOUNDARY ( � 13 REMOVE INTERCEPTOR SWA AS IDENTIFIED ON THE SWPPP PLANS. -, ° it " %' ��• ' RED ROCK CREEK - . - 14.INSTALL WICK DRAINS AS IDENTIFIED ON THE PRE-LOAD AND GROUND IMPROVEMENT PLAN :, , , ✓ HAUL ROAD y „ , , , , :. •; ` :...:.•:- p D 3 AND ESTABLISH DISCHARGE LOCATION. . . . ;; r;. •:a. SILT :•�„ .. APPROXIMATELY 0.14 MILES (SHEET 0) A v ; , ',-tet- ':,•, . , .. i►, . .. . .•,°. . . .£XI Nf�. : <`, 1 • v, . 3 mss,- F N - - - - APPROXIMATE SOIL BOUNDARY i r' , , , . . , . � " ;�".. ..,:: FENCE 1W TOP DOWNSTREAM AT �': 14E ... � D-20 :..4 , PHASE II > .-; ;•.•.^.�.. , . . :,12;"B--X:98-- 25'[f 178.5^ =y, 4525'55 N 122'4528 W 1 L TYPE: ALOHA SILT LOAM ThAN ,°:°' ' ' �F e t f \ S01 1. TEMPORARILY SEED THROUGHOUT CONS7RUC1/ON DENUDED AREAS THAT WILL BE lNAC17VE : � . - - . Y - - - PROTECTION } - ,____1 -- -;;1:1'11';;, c) �,-i` EXISTING WETLAND 0 SOIL TYPE: HUBBERLY SILT LOAM FOR 14 DAYS OR MORE. WET WEATHER (OCTOBER IST TO MAY 31ST) BMP. TEMPORARILY PRIMARY) - - - "..% .. ' STABILIZE SOILS AT THE END OF THE SHIFT BEFORE A HOLIDAY OR WEEKENDS, IF NEEDED :.5 .° - _1111_ -::::::::__:_._,::._-:-:_:_:- _- _= _:__.- i SOIL TYPE ATAMA LOAM STORMWATER . _ , .•. . . . . , . . . . . . . . :,, . '-- - -__- .--- __ _:._-- 1111:-,.,-.___-,- --- - -- ---- - --- - -- - -- - THE REGISTRANT IS RESPaVSYBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN E 452600 N 1224522•. , , ,I , , , . . . . , , . ., . . -air, ::_:_:. ...- - = _ - _�r +W :•:':•:,:,:, ;... EVENTS AT ALL TIMES OF Illf YEAR �- .s �°�I;-°~•' ,' .', "a , - . • ° --,--"- 0- - : - - - - - - L. THEWETLANDBOUNDARY FOR PLOTTING 42 SOILOTYPE:RVERBOORTT SILTY CLAY LOAM T) PREDEVELOPED STORMWATER FLOWS TO THE EXISTING i = . r M S hIOWN • ` , '� T -'� - , - ' ' 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. WETLAND AREA WEST OF THE SITE AND IS CONVEYED INSIDE OF n OUNDARY 5 OMITS OF,DISTURBANCE IS SHOWN TREE PROTECTK2N FENCE , , PURPOSES. LIMITS OF DISTURBANCE IS ON 3. R£-INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET STRUCTURE IS SOUTHWEST WHERE IT EVENTUALLY DRAINS INTO FOR PLOTTING PURPOSES. OMITS OF D-23 - INSIDE OF THE TREE PROTECTION OMITS OF DISTURBANCE ALONG WEST PROPERTY ONE COMPOST EXISTING WETLAND. WETLAND BOUNDARY UNE. .w PIEZOMETERS AND MONITORING WELLS TO INSTALLED. K FENCE OMITS FOR PLOTTING 7 SEE SHEET C-1.2 TREE REMOVAL AND SHOWN OUTSIDE PROPERTY ONE FOR PLOTTING PURPOSES. SCK #1W 4 BE ABANDONED 4, INSTALL INLET PROIECAON AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCAIRf IS cv RED ROCK CREEK APPROXIMATELY 0.18 MILES DISTURBANCE IS 1 OFFSET OUTSIDE D-22 PROTECTION PLAN FOR TREE PROTECTION OMITS OF DISTURBANCE IS ON PROPERTY ONE. 505 LF D-2.3 EARTH BERM (SEE SHEET INSTALLED. o DOWNSTREAM AT 45'25'55"N 122'45'28"W OF WETLAND BOUNDARY. PURPOSES. LIMITS OF DISTURBANCE MEASURES. C-2.0 FOR FINAL GRADING) IS ON TREE PROTECTION FENCE UNE. SEEDING MIXTURE NOTE: 6. CONSTRUCT REMAINING STAB/UZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO f]NAL GRADE. SEE WETLAND PROTECTION DETAIL. 6. CONSTRUCT REMAINING RETAINING WALLS. N BMP MAINTENANCE EROSION NOTES pp APPLY THE FOLLOWING TEMPORARY SEEDING MIXTURE TO THE PREPARED SEED BED AT A 7, PREPARE SITE FOR PAVING. Q REFER TO DETAIL SHEET D-2.0 FOR BMP MAINTENANCE EROSION NOTES. TOTAL PROJECT ACREAGE SUMMARY DEVELOPER/OWNER: RATE OF 2 LBS/1,000 SF (FOR AREAS LOCATED OUTSIDE THE WETLAND BUFFER ZONE): 8• PAVE SITE. OFF-SITE MATERIAL AREA(S) INFORMATION 9. RE-1NSTALL APPROPRIATE INLET PROTECTION DENCES FOR PAVED AREAS AS WORK (IN ACRES) WAL-MART REAL ESTATE BUSINESS TRUST NAME PROPORTIONS BY WEIGHT PROGRESSES C7, 2001 SE 10TH STREET z BORROW SITE NAME: DISPOSAL SITE NAME: SEDIMENT CONTROL NOTES TOTAL SITE AREA 34.32± MAIL STOP 5570 PERENNIAL RYEGRASS 70% 10.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZA770V OVER ALL AREAS SHEEP FESCUE 15% INCLUDING OUTLOTS. LLJREFER TO ESC PLAN COVER SHEET D-1.0 FOR ODEQ GENERAL EROSION AND SEDIMENT WALMART SITE AREA 18.15± BENTONVILLE, AR 72716-5570 11. OBTAIN CONCURRENCE WITH THE WAL-MART CONSTRUCTION MANAGER THAT THE SITE HAS CD L BORROW SITE ADDRESS: DISPOSAL SITE ADDRESS: CONTROL NOTES. 479-273-4000 CREEPING BENT GRASS 10% BEEN FULLY STABILIZED THEN: � ON-SITE DISTURBED AREA 16.64± SITE OPERATOR/GENERAL CONTRACTOR: STRAWBERRY CLOVER 5% A. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES i BORROW SITE PERMIT HOLDER: DISPOSAL SITE PERMIT HOLDER: GENERAL EROSION CONTROL NOTES B. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL Of BMPS, AND o, REFER TO DETAIL SHEET D-2.0 FOR GENERAL EROSION CONTROL NOTES. OFF-SITE DISTURBED AREA 16.17± APPLY THE FOLLOWING TEMPORARY SEEDING MIXTURE TO THE PREPARED SEED BED ATA C. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC NOT SITE INSPECTION AND BORROW SITE PERMIT NO: DISPOSAL SITE PERMIT N0: RATE OF 1 LBS/1,000 SF (FOR AREAS LOCATED INSIDE THE WETLAND BUFFER ZONE): REPORT. TOTAL DISTURBED AREA •33± SUPERINTENDENT: NAME PROPORTIONS BY WEIGHT 12 CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION REPORT, MARKED o BORROW SITE PERMITTING AGENCY: DISPOSAL SITE PERMITTING AGENCY: OFFSITE RUN-ON ACREAGE SUMMARY IMPERVIOUS AREA AT COMPLETION (WALMART SITE ONLY) 12.08± CALIFORNIA BROME 20% NA'REATHE SWPPP MANAGEMENT 'TIS OO SIGNED BY THE CONSTRUCTION MANAGER AND SUBMITTED N OFF-SITE DRAINAGE AREA ACRES AVG SLOPE MAX SLOPE COVER TYPE BLUE WILDRYE 20% W 1. CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE. PERVIOUS AREA AT COMPLETION (WALMART SITE ONLY) 6.07± NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES 0 M 2. BORROW AND DISPOSAL INFORMATION IS NEEDED FOR SOIL FILL AND SPOIL MATERIALS ONLY. AREA 1 3.71 8.8% 9.4% VEGETATED NATIVE RED FESCUE 50% CONCURRENTLY ONLY IF ALL PRECEDING BMPS HAVE BEEN COMPLETELY INSTALLED. g AREA 2 1.63 9.0% 12.4% VEGETATED 3. CONTRACTOR SHALL STATE "NOT REQUIRED FOR THIS PROJECT" IF ONE OR BOTH ARE NOT REQUIRED FOR PROJECT. ROUNDED UP TO NEAREST ACRE PER WMT SWPPP GUIDELINES LARGE LEAF LUPINE 10X BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE ITALICIZED FOR CLARITY. i :rte \\\\:.r �\\, f o.,., cr n-rr •a"m, :e' sr .ai $a z ;"j" >- ' r, w� ,..,.,..,..a., .a. .b.�\��...i,.H., ~_-,,.�i�f .....«<s..w,.....f_4,,,.,x - .. `a osJ. �y-.:�- 5»- - 4 .ch .xf' ..1w.:% 1. . I,aa.a1R o..u,~""•: `� s..�.uf�°' �: ,i: F- ,(y�,� Nb. � �/ R@VI1G711 "S� I ,tNC'11 D�sglT�d B Issue pate �\�� 1F��s, 6 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS MB/MD 04�06�12 `� IPE c Walmart #5935-00 PHASE IA EROSION AND 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS DIi raw .' . '13 %' ISSUe: , , ' MBH 7600 SW DARTMOUTH ST SEDIMENTATION CONTROL D-1.1 aD 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS / PERMIT S o t4 ��^ CD cr,ecl<ea gy pYoTect No ygWN L. NGS 6400 SE Lake Road T (503) 659-9500 PLAN SWPPP SITE MAPS 2 Suite 300 F (503) 659-2227 TIGARD OR 97223 n SN 20-001-091 RENEWS: 12/31/12 Portland, OR 97222 www.PAcLAND.COM t 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 0 20 LIMITS OF DISTURBANCE IS SHOWN INSIDE OF SEE SHEET D-1.0 FOR ODEO STANDARD SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE THE WETLAND BOUNDARY FOR PLOTTING ( LIMITS OF DISTURBANCE ALONG ESCP DRAWING NOTES USGS OUADRANGLE NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SK-CIFIC PROJECT SCHEDULE A PURPOSES. LIMITS OF DISTURBANCE IS i' '"? 1`• 1 .'';t ; ✓ EAST PROPERTY,LME'SHOWN _ OFFSET OUTSIDE OF WETLAND BOUNDARY. „l 1 •r% ` ( r ':!'•';% ' ' ` ' ' flUTSIDE,PROPERIY GNE'f.OR, ,' i EXVaTWG. MAP, AND SITE LOCATION MAP. CONSTRUCTION SEQUENCE SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL,MIL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEE WETLAND PROTECTION DETAIL ,� d, t `RI�OfiNO'RURPOSES:-LIMEYS OF " i ° ND'� TEMPORARY CONSTRUCTION EXIT 5 DI TURBANCE'IS ON;PROPERTY, UNC:,' / ! 9 ji' r'l i' 'j 'n- SILT TEMPORARY CONTROL MEASURES --- -- �tr 94`r, 3` \\ 't �pfNi�BCIE AINI-ON STRIP & STOCKPILE TOPSOIL 4 5 s r �•; J5D LF ' D_2 GE AF11=A.1 A ROUGH GRADE A 3.714C RUN-ON INSTALL ORANGE CONSTRUCTION ` `'� ,tea DRAINAGE STORM FACILITIES B INTERCEPTOR'TREAGtf:: ' AREA 2 FENCE 2' OFFSET FROM WETLAND / 2z' - 1.63 AC SITE CONSTRUCTION y `( `• - - \IN DISTURBANCE ALOR0- BOUNDARY AS WELL AS ALONG 1tt r 9 €AST PROPERTY IINE`SFIOWN,' ., ��° PERMANENT CONTROL STRUCTURES PERIMETER OF 25 WETLAND f t'1 - ` �� °�° OUTSIDE PRpP€RTX LINE FOR 2'p na. BUFFER AND AREA TO BE t ` ' ' 1r -SILT :i ', _ FOUNDATION / BUILDING CONSTRUCTION ,�: , - , PROTECTED AS SHOWN. SEE f r%` 1'` -.1 FE?9C' 2N 9�PLOTTINGPURPOSES. i�11TS.OF y, •,, -_ 95.If tt 20 �� \ -DISTURBANCE LINE:- FINISH GRADING WETLAND PROTECTION DETAIL TEMPORARY DEWATERING MAY BE NEEDED. IF �-�' � • � -:;,, ` �� ,� �.- �� _�_� sagas ,, -� �-- " ��' GROUNDWATER CONDITIONS ARE ABOVE PROPOSED CUT LANDSCAPING/SEED/FlNAL STABILIZATION rf! r ;( ' - _ - ELEVATIONS, CONTRACTOR SHALL PROVIDE A DEWATERING DISPERSAL PIPE NOTE }"' 8` Dq, \ a ^ PLAN PER SPEC 02300,WHICH MAY INCLUDE WELL-POINTS. 1. CONTRACTOR SHALL UPDATE THE TABLE BY DATING THE APPLICABLE ACTIVITIES AS PROJECT PROGRESSES. C DISPERSAL PERFORATED PIPE TO BE INSTALLED OVER 6" il/ ;(, « i - - INSl'ALL A0,Lf OF"6" C-900 PIPS > ;>j j I, �.' V '11 r F. 1 :. 2. TIME HDU MUT I WITH THICK DRAINAGE ROCK PER 02300 SPECIFICATION. ,t-, AT`ACCESS LOCATION TO CONNEGF;� ' ; E SC E LE S COINCIDE N1 SEQUENCE Of CONSTRUCTION. jtr `., ,`', ;'MTERCEPTOR TRANCHES -- ; v LIMITS OF DISTURBANCE IS SHOWN BEST MANAGEMENT PRACTICES SEQUENCE 3' -x - w:' INSIDE OF THE TREE PROTECTION QI. - „y •,, ;- tit ,, : . r` s Y . FENCE LIMITS FOR PLOTTING DEWATERING IS ANTICIPATED FOR THIS PROJECT. ¢ 4 ;I - ^� r NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, qt «,^ TEMPORARY'-SOIL WASTE.... ',. x Z +-w- PURPOSES. LIMITS OF LEGEND "" %• '' / ' PORTA-POTTY WNEEL WASH CONCRETE WASHOUT MASON'S AREA FUEL AND TURBIDITY RULE OAR 340-041-0036) ( �, ;;.; -STOCKPILE LOCATION. - 3 �; ;,,:�� LAY DOWN, `� •" �'• ". �" " '; `7 ' •. ,- '%' ; - -- - :• � t '•r -�REEv�PRdTECRQN:FfNCE '' ' r :z ; NOTE: EXISTING SURVEY LEGEND ON COVER SHEET. MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM a DISTURBANCE IS ON TREE r, COVER 1jATH,P,LASIIC l•, v PROTECTION FENCE LINE. TURBIDITY (NYU): NO MORE THAN A 10% CUMULATIVE INCREASE ; _ '� , $EE,5f1EET C=2 7R THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE T,'J r.., ;; ; ...SHEETINGYiT:THE ENQ OF ' :� '" - - - - PROPERTY BOUNDARY LINE IN NATURAL STREAM TURBIDITIES MAY BE ALLOWED, AS ;, i y," x + ;, - ;;.;, c5 _tt rRCMOVAL>AHD PRG• BION T•„ - , CONSTRUCTION PROCESS. IN ADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL MEASURED RELATIVE TO A CONTROL POINT IMMEDIATELY l ;,f % A . -o `1',r• ' ' ; ; �w TME WORK'DA� NOTE ON PLAN fQR TREE !PRa�l(OEh . "+ a� aa� mamas a� LIMITS OF DISTURBANCE IS EXPORTED TO ON THE SITE MAPS. Cr'1 THE SITE, MAP 1F FIR, > 1 TREE PROTECTION FENCE 7 UPSTREAM OF THE TURBIDITY CAUSING ACTIVITY. �r ,i �r ,, MEASURE ; w j ; ';/;.. STOCKPILE IS RELOCA'TEO r ; „ ,y ,r' { % - -SEI SHEET C-1.2 TREE REMOVAL D-22 WETLAND BOUNDARY PHASE IA r { [AN !,; • r :- X89 2 "'111` ,TEMP AR)( cDNGtETE;,wgs"HI ' 1 CATION I, p�,�A[�� , AN PROTECTION PLAN FOR TREE e 1. INSTALL TREE PROTECTION FENCE AS SHOWN ON THE SWPPP PLAN. STRAW I''.t J ,; �'.__. ,�� ,�,,,, s I'�. QQ��11TT PHASE 113 '�. �'-:. - rJ ;•;r j; ,r.,, ; : ; ; D-2 m ; vP(tOV1D ;PORjA6 'CRETE WASHOUT;; ' r PROTEC110N MEASURES. EXISTING WETLANDS 2. STAKE PROTECTED WETLANDS AREA PER WETLANDS HORIZONTAL CONTROL PLAN. 3 TYLES 1 ; ' C?�` ;• , : ,;' ; : C(FNTAINERS fEIEASINE EONCRETE �(� �9 - " --i 3. INSTALL ORANGE CONSTRUCTION FENCE ALONG PERIMETER OF WETLANDS AS SHOWN ON 525 LF 'l ;r Q ! J" "� ' ' i. y �'WASHIX)1.TO:' TOFZAIWATER'',SitTl [L r' �� ` �' , �' SW HERMOSO WAY - - - - - 25 WETLAND BUFFER BOUNDARY WETLAND PROTECTION PLAN SHEET D-2.3). r , r •. , : ' ,, • . , • ,, 'i•„rr;,: ', : ,' : ' ,'1NfIl T;tA1 QN"TO GROLIAtl WARY NO�{'`a �. " .,> �'I-��T0 .�WA{.�, _ ti ' x •Us,, �O ;y � }�� >, o F SEE SHEETS ER 1.0 1.18, ER 2.0, AND .. 4 /NSTALL STABILIZED CONSIRUC71(NV EXIT(S) AND SWPPP INFORMATION SIGN �'-,l. ;. /: -•` ;;,,;-;; r i THE 91E 1>1,AP I, Tt1E�,WASIIOUTAS !;>' ai : i; _ ±APE 0IDAL.CH(1NNEI > . t ?. �' STABILI INIEItC P OR ,+ t, �: .................. EXISTING CONTOUR 1 i; �;-; I- ;_ i"� ' -- > 20', �'SWA' - USI 'ERO !. ' 2.1 FOR OFF-SITE ESC PLANS AND 5. INSTALL SILT fENCE(S) AND COMPOST SOCKS ON THE SI7E (CLEAR ONLY THOSE AREAS RECO ATEO ; > WItH i �SlISIAPES .S," - i X31 ;:� 187 PROPOSED CONTOUR i f " r- ;r, %:•,;.�.;, � [ *. DETAILS. NECESSARY TO INSTALL SILT fENC£(S) AND COMPOST SOCKS). I3 r IJ''- x �' , ;;•i; I' / �.> ::'> I ='ti C,OHTROL E :;. •.1+. A *; _ ' ;'..2, �l(I BOTIOi! 6. INSTALL INLET PR07ECIIOIV AROUND ALL EXISTING STORM SEWER STRUCTURES E h G _ ' 56, LIMIT OF DISTURBANCE ( - PRELOAD AND/OR LF ®,S O5tl)i 7. PREPARE TEMPORARY PARKING AND STORAGE AREA. �� GROUND IMPROVEMENT AREA 'SILT s- 0 60 120 , WILT AIL AlAND CONTACT 1FE CIVI LINT ., - - A 2 , I; PHASE IB GRADING AREA EN(i1EFR1iG CONSIJ< (CEC TO PFRFORI) FENC 1N 3 D=2 ;' • ; . ;i : �� 8(�' I _ '•• '� /. •%i 'F ' - �. ", a;�. •-.'s".-'�� AF9LVIM� VGI{Ir11� OBJ. V[JiJ{/1L {NIA II{/N.IVR JMLNM1L AM D 20 :.;,,';;;,; f , 68&.Cf' y u - s ;y 1 ! � • ..;:_ ,,., , ROCK CHF,Ck.- � � � • k � .;:; �. .�. COIDl1CT THE STORIIwAIER PRE MM IEE71k DTH RE wAl-MART (IN FEET) - , i, �=" • .� ( `• . : ,•, - .. : ;. ,; ;• ,�,,,,:•' -� ' „� � PROPOSED BUILDING .�61DERARAIN SYSTEM,- - �� , •, �:DAM . ,-•��'.' � . , � , '; . ,'•'!'; '.••" r.- ., __ CONSTRIlCl110I1 ) aRIxND-015RlR�lh CONIRACIORS BEf'ORE AND ,PD,.A ;: .� _ z MIN C OlItTO�AN' i SILT - EXISTING STORM DRAIN PIPE PRCCEEDNIG 1' • :i :� " - - - - , . . >°- - _ � � ''rCARTRIDGE , D"`Z, FENC 1 � ,;;.P 100:;b;� � >` �, .� ; :- • , . / - ( r = 1D- TEMPORARY STORM DRAIN PIPE 12' B'_X'1.8 7 <:.>�::;& ' �� ' • ' �; B6rUNl 210 LF u 20 ALL D(CEP110HS NOTED ON 1FE BIP CERIFICA110N PORN IUST BE ADDED 10 1FE FRSs PROPOSED RETAINING WALL ® RIPRAP.DU1FAt..�?4 ---- - ;- } 172:0 ^ }'�; 15' X 5' X 18" A DEFICEIICY OR DEFICN1tCES AND RESOLVED MTFRt 24-HOURS. SPS s. . r g{ :; „,; CAN REPORT AS PROTECTION - _ _ APPROXIIIIATE r' r t'h v `� ' RIPRAP OUTFALL CAN NOT BE CERTFED 1' ANY EXCEPTION REQUItES GREATER THAN 24-HOURS TO RE90LVE _ ^ INTERCEPTOR SWALE #1B C� OF WOW ZOPE� / `� PROTECTION D-2.t DIRECTION OF OVERLAND i 1 5 0.5% , `` w DAY NISPEC110NS AND REPOR= USNIG THE S PP WWAGFIE?IT TOOL MIST START THE ( 5"I � - - TRAPEZOIDAL CHANNEL / ,�� N gJ25'.� W 1�4J� � � +,* �� > FLOW W/ GRADE Know what's below. e "{ t r« - TEMPORARY SEDIMENT BASIN 2 DAY OF OR YEDIll AFTER W COtIF�C1110L 0811 before you dig. i', l t 1 „ I WITH 3:t SID SLOPE$ a TEMPORARY CONSTRUCTION z 4 Y 9 �EWATEmul ,I 1 BOTTOM ELEV. = 172.00 EXIT WITH WHEEL WASH D-2o D-20 I 8. CONSTRUCT INTERCEPTOR 7RENCH ALONG EAST PROPERTY LINE CLEAR ONLY INOSE AREAS � 1 2 WIDE BOTCOM',: .7 D-20 ` ^ �3 ' MIN. TOP SURFACE AREA = 6546 SF ALl AT1V�•,ACTNE n MAX. DISTURBED DRAINAGE 7mr SWPPP INFORMATION 5 NECESSARY TO INSTALL TRENCH). T�ATM1fiFA 1 " ' ' AREA = 4.69 AC 5 SIGN D-2o 9. CONSTRUCT AND STABILIZE SEDIMENT BASINS AND OUTFALL RIP-RAP AS SHOWN ON PLANS - y ly�t / ;` l STABILIZE INTERCEPTORS : D-2.t 4 TEMPORARY �, , �'� 4:1 SIDE SLOPES WITH P (CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL BASINS AND OUTFALLS). �; .� ` - 0 PROPOSED RISER G CONSTRUCTION , y 8 SWALE USING EROSION _41 7, , :,;•, ✓ �' 1' FREEBOARD D-2.t 10. INSTALL AND STABILIZE HIWRAULIC CON7ROL STRUCTURES (SWALE$ CHECK DAMS, ETC.). ENTRANCE WITH2 CONTROL BLANKETS ' / ;•I 11. MIT WHEEL WASH � ,' �i L _ - - _ J 'k-074:50' i7;� '`�' " ,;% SEDIMENT POND _4 COMPOST SOCKS 4 U CLEARING AND GRUBBING TO THE AREA NEEDED TO PREPARE FOR CONSTRUCTION OF ti%. ' � ' D-23 EARTH BERM ON WEST AND SOUTH PROPERTY UNE. 2 4 _ WEIR ;� INSTALL 40 LF;brk" `C-),06' - GRAVEL CONE RISER D 21 3 12.CONSTRUCT AND PERMANENTLY STABILIZE EARTH BERM ALONG WEST AND SOUTH PROPERTY D-2.O D-2.0 / : - �, %' - - 1 -o-o-- SILT FENCE UNE. ESTABLISH EARTH BERM ELEVATION OF 178.5 PRIOR TO CONSTRUCTION OF INTERCEPTOR TANKS 2 �'` PIPE AT HAUL ROAD�CR05$1y0;• ; , / � D-2.o ti 2 '�0` TO CONNECT INTER f? bR. ACE �' I P :°, LIMITS OF DISTURBANCE ALONG SWALE #tA AS IDENTIFIED ON THE SWPPP PLANS. , �.., SOUTH PROPERTY UNE SHOWN 4 TO DISCHARGE- ;' -o- -a- ORANGE CONSTRUC110N FENCE 13.CONSTRUCT INTERCEPTOR SWALE #1B AND 12 AS IDENTIFIED ON THE SWPPP PLANS. SWPPP \ ::_ CHtT4SkPk1iAR4G .`a v !B i OUTSIDE PROPERTY UNE FOR D 2'Z 14.PREPARE ACTIVE TREATMENT AREAS AND INSTALL TREATMENT TANKS AS IDENTIFIED ON THE INFORMATION HOUSING' UNIT" 3 SWPPP PLANS AS NEEDED. 'D D=22 PLOTTING PURPOSES. LIMITS OF STRAW WATTLES u ;,' DISTURBANCE IS ON PROPERTY D-22 H 5 s RAD ' < 15' X5' X18" �, i" PHASE IB D-2.o .l. ��` o._ O U A _ UNE. i ✓' % " - i - - - - - - TREE PROTECTION FEN 1. SAS NEEDED TO PREPARE FOR AUL /;. ! " - _ �� . ` •'` 700 ';T RIPRAP OUTFALL D zt : /� CE 7 BEGIN CLEARING AND GRUBBING THE BUILDING PAD !�` o F EP ,•» `PROTECTION i 12 X 8' X 18` @D �2 D-2zA O, Jq ? ? _:�__ 2. STRIP BUILDING PAD DENSIFICATION AREAS AS IDENTIFIED ON THE PRE-LOAD AND GROUND _RIPRAP OUTFf. 35' X 5'-X 18"- ---- F 7 PROTECTION ALL JUTE MAT & TEMP SEEDING AREA IMPROVEMENT PLAN (SHEET D 3,0) 6 MIN. BELOW EXISTING GRADES. -RIPRAP OUTFALL ( / ; ''" : ' 3. INSTALL 24-INCH DEEP GROUND IMPROVEMENT WORKING PAD AND GROUND IMPROVEMENT. / A- / S 1W _ - % ; :'� �:^:^:': 7O:L > ' ` PROTECTION I - / I' I :':`�` TEMPORARY DISTURBED BUFFER AREA 4. PLACE SETTLEMENT PLATES, FLOOR UNDERDRAIN SYSTEM, AND FILL IN BUILDING PAD AREAS. ` / 225 LF y o , . : , , , :r. . , rFt ^'4 / �` 7 1 I - •1 / a _ 5. PRELOAD WAL-MART BUILDING PAD AREA AS IDENTIFIED ON THE PRE-LOAD AND GROUND CHITOSAN D-2.t h .� - - / FL=174.27 e a ' TEMPORARY SOIL/WASTE STOCKPILE 2 IMPROVEMENT PLAN SHEET CARTRIDGE STORMWATER _ ( ). ROCK CHECK-� - PLASTIC SHEETINGD 226. HOUSING T' OUTFLOW 7. MONITOR PRELOAD UNTILPRELOADCAN BE REMOVED. L�2 1H5?�ILL.ORAd4loE,C0N5dRUCT10N, . ;a SEDik(ENT UNIT 1 DAM (TLP.) V A \' ; 45'2551"N 122'45'20`W @D-L21 8. UPON REMOVAL OF PRELOAD COMPLETE BUILDING PAD PREPARATION. a a;i'i:%;, ;;%, '.r.. ; • �` POND D-22 PLACED AT i / :.:.:FE19QE 2^.OFT'FRE�t,tNET1�INDF;,;,;,' I i• i RIPRAP OUTFALL ,,, ',;" ; GRAVEL`\ `• -__. - t ` PREDEVELOPED STORMWATER 9. CLEAR AND GRUB THE AREA IDENTIFIED AS PHASE IB GRADING, AS IDENTIFIED ON THE SWPPP 90UNDkR�G,AS.WE}1, ALt>dIQ � , r;: ,, , , _ - -}00'.,O.C. C } /% %-/ ; .�.:.. .^...:.,.,• , . . , r CORE'RISER `, ? : :� FLOWS TO THE EXISTING 5 PLANS. • KRIMEJ.°0F_Z'+.WETL`AW-' '''•^e 3.. >� t'•'•'• : `'• ''• `b P WETLAND AREA SOUTH OF TEMPORARY SEDIMENT POND P 2t 10.BEGIN PHASE IB GRADING AND CONSTRUCT RETAINING WALL ALONG EAST PROPERTY LINE. :9tIFFER. tIb: IREh: �; a' <v� D-2r, IVIG _ - ��, ' ' % THE SITE AND IS CONVEYED 11. STABILIZE DENUDED AREAS. : ;_: : :'PRO B• ' R Dr21 I /:. /, - ,' 12' X 8 .X 18" 8 - ° 8 12.CLEAR AND GRUB THE REMAINDER OF THE SITE. --- - - - : ; . - i,' : WEST WHERE IT EVENTUALLY ,3 /. r, 7CTL13)fE'PROTEw. . . i ACTIVE TREATMENT TANK • _ • :�.• ,":'., � '� � ,, RIPRA?'OUTFALL / : .,, DRAINS INTO D-22 13.REMOVE INTERCEPTOR SWALE #16 AS IDENTIFIED ON THE SWPPP PLANS. r"; D . a OTECTION - 14.INSTALL WICK DRAINS AS IDENTIFIED ON THE PRE LOAD AND GROUND IMPROVEMENT PLAN ; � � , - n RED ROCK CREEK SHEET D 3.0 AND ESTABLISH DISCHARGE LOCATION. APPROXIMATELY 0.14 MILES _ _ ( ) INTERCEPTOR SWALE _ , . , �: ' _ :-, _ fE GE ERM rDOWNSTREAMD 20 15ANG ,i•, , , » , Y --. --':--\ T -:.- - - -. A P 128.5 , ,, . -, , -- -� ,?� � ;•r ' I 45'2555 N 122'4528 W EROSION PROTECTION t �O' o, -�. - --as- :,., 1. TEMPORARILY SEED, THROUGHOUT CONSIRUC710N, DENUDED AREAS THAT WILL BE INACT l •,'»^: . . . ::;:.:.:.:.:.: - - _ - _ BLANKET (CHANNEL) � D - - v '. . . - - - ..,I4 PRIMA � - _ - _ Y . . , , . » , , » , »,»,.,.^,,.•.•.•.•. .•.,. . . - - - -- - - - ' '--';.;:- • �♦co EXISTING WETLAND D-21 e . . . . '• -' .- _ .. - ---- - --- .. -- ,-- -- - - - = 3 ST TO MAY 31ST) BMP: TEMPORARILY FOR 14 DAYS OR MORE. NET WEATHER OCTOBER 1 , , ,, , ,,^»,. , , . » .^.•. .. . _ ,• - - - - - ---- - -= ROCK CHECK DA ( _ STABILIZE SOILS AT THE END OF 1Hf SHIFT BEFORE A HOLIDAY OR WEEKENDS IF NEEDED My D-21 ' STORMWATER - _ _ --- ,-:,::::_ __ _ _ =; , ;----:--_ -.- - - ENSURING THAT SOLS ARE STABLE DURING RAIN QUT �!�f., »^.•,',', N� . .+� ..- .. .__:_::_-------- :_=--.-.-.-- -._-_ - - - --- - - e THE REGISTRANT IS RESPONSIBLE FOR 45 26 00 N 122-45'227W 3g51 F / . ...., �..�,.., . . » . . »._,1.....�._, _s... _ .. L._..... _....�.... ....<+.. ��-. :, :.::: ::: : __ - ==-- = .'_',_'• '=°.. THE WETLAND BOUNDARY FOR PLOTTING INTE TRENCH EWN TS A ALL M ),FAR. CD PREDEVELOPED STORMWATER FLOWS TO THE EXISTING _ TE CEPTOR ENC 5 2. INSTALL UTILITIES, P AROUND O STORM SEWERS, CURBS AND GUTTERS. EXISTING WETLAND. PURPOSES. LIMITS OF DISTURBANCE IS ON D-22 N LIMITS OF,DISTURBANCE IS SHOWN TREE PROTECTION FE _ - 3. R£-INSTALL RIP RAP AROUND OUTLET S1RUCIURE5 AS EACH OUTLET STRUCTURE IS WETLAND AREA WEST OF THE SITE AND IS CONVEYED LIMITS OF DISTURBANCE IS SHOWN INSIDE OF THE TREE PROTECTION 7 SEE SHEET C-1.2 TREE REMOVAL AND LIMITS OF DISTURBANCE ALONG WEST PROPERTY LINE COMPOST WETLAND BOUNDARY LINE. ->- HAUL ROAD INSTALLED, SOUTHWEST WHERE IT EVENTUALLY DRAINS INTO INSIDE OF THE WETLAND BOUNDARY 5 SHOWN OUTSIDE PROPERTY LINE FOR PLOTTING PURPOSES. 4 c� K RED ROCK CREEK APPROXIMATELY 0.18 MILES FOR PLOTTING PURPOSES. LIMITS OF D-2.3 FENCE LIMITS FOR PLOTTING D-z.2 PROTECTION PLAN FOR TREE PROTECTION SOCK #1W D_2.3 EARTH BERM (SEE SHEET 4. INSTALL INLET PROIECRON AT ALL STORM SEWER SIRUCIURES AS EACH INLET STRUCTURE IS „ PURPOSES. LIMITS OF DISTURBANCE MEASURES. LIMITS Of DISTURBANCE IS ON PROPERTY LINE. 505 LF C-2.0 FOR FINAL GRADING) INSTALLED. CD DOWNSTREAM AT 45'2555"N 122'4528 W DISTURBANCE IS 1 OFFSET OUTSIDE IS ON TREE PROTECTION FENCE LINE. SEEDING MIXTURE NOTE 5. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO f]NAL GRADE. OF WETLAND BOUNDARY. 6. CONSTRUCT REMAINING RETAINING WALLS. N SEE WETLAND PROTECTION DETAIL BMP MAINTENANCE EROSION NOTES APPLY THE FOLLOWING TEMPORARY SEEDING MIXTURE TO THE PREPARED SEED BED AT 7.. PREPARE SITE FOR PAVING. Q REFER TO DETAIL SHEET D-2.0 FOR BMP MAINTENANCE EROSION NOTES. TOTAL PROJECT ACREAGE SUMMARY DEVELOPER/OWNER: RATE OF 2 LBS/1,000 SF (FOR AREAS LOCATED OUTSIDE THE WETLAND BUFFER ZONE): 8' PAVE SITE. OFF-SITE MATERIAL AREAS) INFORMATION (IN ACRES) WAL-MART REAL ESTATE BUSINESS TRUST NAME PROPORTIONS BY WEIGHT 9. RE-INSTALL APPROPRIATE INLET PROIECAON D£NCES FOR PAVED AREAS AS WORK 2001 SE 10TH STREET PROGRESSES BORROW SITE NAME: DISPOSAL SITE NAME: SEDIMENT CONTROL NOTES TOTAL SITE AREA 34.321 MAIL STOP 5570 PERENNIAL RYEGRASS 70% 10. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZA77ON OVER ALL AREAS N REFER TO ESC PLAN COVER SHEET D-1.0 FOR ODEA GENERAL EROSION AND SEDIMENT BENTONVILLE, AR 72716-5570 SHEEP FESCUE 15% INCLUDING OUILOTS. WALMART SITE AREA 18.151 11. OBTAIN CONCURRENCE WITH THE WAL-MART CONSTRUCTION MANAGER THAT THE SITE HAS E3 BORROW SITE ADDRESS: DISPOSAL SITE ADDRESS: CONTROL NOTES. 479-273-4000 CREEPING BENT GRASS 10% BEEN FULLY STABILIZED THEN: izz ON-SITE DISTURBED AREA 16.64± SITE OPERATOR/GENERAL CONTRACTOR: STRAWBERRY CLOVER 5% A. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES i BORROW SITE PERMIT HOLDER: DISPOSAL SITE PERMIT HOLDER: GENERAL EROSION CONTROL NOTES B. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS, AND REFER TO DETAIL SHEET D2.0 FOR GENERAL EROSION CONTROL NOTES. OFF-SITE DISTURBED AREA 16.17± APPLY THE FOLLOWING TEMPORARY SEEDING MIXTURE TO THE PREPARED SEED BED AT A C. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC NOT SITE INSPECTION AND - BORROW SITE PERMIT NO: DISPOSAL SITE PERMIT N0: RATE OF 1 LBS/1,000 SF (FOR AREAS LOCATED INSIDE THE WETLAND BUFFER ZONE): REPORT. TOTAL DISTURBED AREA •33± 12.CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION REPORT, MARKED 3 -^ p� �1 ' SUPERINTENDENT: NAME PROPORTIONS BY WEIGHT 'READY TO TERMINATE PERMIT', IS SIGNED BY THE CONSTRUCTION MANAGER AND SUBMITTED o BORROW SITE PERMITTING AGENCY: DISPOSAL SITE PERMITTING AGENCY: OFF-SITE RUN-ON ACREAGE SUMMARY IMPERVIOUS AREA AT COMPLETION (WALMART SITE ONLY) 12.08± CALIFORNIA BROME 20% VIA THE SWPPP MANAGEMENT 700E N OFF-SITE DRAINAGE AREA ACRES AVG SLOPE MAX SLOPE COVER TYPE BLUE WILDRYE 20% Q, 1. CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE. PERVIOUS AREA AT COMPLETION (WALMART SITE ONLY) 6.07± NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES M 2. BORROW AND DISPOSAL INFORMATION IS NEEDED FOR SOIL FILL AND SPOIL MATERIALS ONLY. AREA 1 3.71 8.8% 9.4% VEGETATED NATIVE RED FESCUE 50% CONCURRENTLY ONLY IF ALL PRECEDING BlHAVE BEEN COMPLETELY INSTALLED. 0 3, CONTRACTOR SHALL STATE "NOT REQUIRED FOR THIS PROJECT" IF ONE OR BOTH ARE NOT REQUIRED FOR PROJECT. AREA 2 1.63 9.0% 12.4% VEGETATED • ROUNDED UP TO NEAREST ACRE PER WMT SWPPP GUIDELINES LARGE LEAF LUPINE 10% BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE ITALICIZED FOR CLARITY. i i NCE.. Dc�XG�' By FerrNSll�n 18501tl? IgndyIssue 1 "NFA `0 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS MB/MD 04406/12 `��\ gg pE� , Walmart 0'4* #5935-00 PHASE IB EROSION AND DC8Wt1 E3y y .. _ , 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS , L1 dy SEDIMENTATION CONTROL D-1.2 a 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS MB/HD PERMIT °a Oo1 ® , 7600 SW DARTMOUTH ST ch�eked irro, et ►� r�gyN 2NGJ� 6400 SE Lake Road T (503)659-9500 PLAN SWPPP SITE MAPS Suite 300 F (503) 659-2227 TIGARD OR 97223 SN 20-001-091 RENEWS: 12/31/12 Portland, OR 97222 www.PAcLAND.COw f 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 SEE SHEET D-1.0 FOR ODEA STANDARD SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE ESCP DRAWING NOTES, USGS QUADRANGLE NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SF',_CIFIC PROJECT SCHEDULE irr,: ' ; , ; : Jr?.- ; ; %, ;E3(155TMD: MAP, AND SITE LOCATION MAP. CONSTRUCTION SEQUENCE SEP OCT NOV DEC JAN FEB MAR APR MAY JUNJUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG i W11AIf313 P1. TEMPORARY CONSTRUCTION EXIT IYRL IIF. TEMPORARY CONTROL MEASURES /Ig4. 1 BARRICADES 6' SILT f ra >\ D-2.2 0 ' �'o�.,��,.�` � � STRIP & STOCKPILE TOPSOIL 4 5 FEN J r 2 !' r' ° ;= ` wwG> -AMAA ` OFF-SITE ROUGH GRADE w' $HLT ;•;;' �o `�3.71".AC''. \tea FIl1NON ` .,FEN =J �•,;; g DRANAOE STORM FACIUTIES INSTALL ORANGE CONSTRUCTION NIZ(9 ,,j 150 LF �'�0 _ -,'% AF EA 2FENCE 2' OFFSET FROM WETLANDD-2o =,:: ' SITE CONSTRUCTION BOUNDARY AS WELL AS ALONG9 ' ' - - Lik(II QF DISTURBANCEALOf1G`EAST1.63 AC'; - - T?ROPERTY-tINE 5t(OWN-lkITSIDE- .� PERMANENT CONTROL STRUCTURES PERIMETER OF 25' WETLAND �. ,„! em PROPE21Y-LINE,FORPLOTTING ' •.BUFFER AND AREA TO BE s �� FOUNDATION / BUILDING CONSTRUCTION r •' ` PURPOSES: {1MITS' OF STIJ[2BANCE`IS �'PROTECTED AS SHOWN. SEE ' ' i. � \ 8 i 9S-ON PROPFRTY,IINt:, FINISH GRADING WETLAND PROTECTION DETAIL. 3 a 86 :. `�- �, 4 r` : mill _1100- � � LANDSCAPING/SEED/FINAL STABILIZATION : , aea1. CONTRACTOR SHALL UPDATE THE TABLE BY DATING THE APPLICABLE ACTIVITIES AS PROJECT PROGRESSES. STRAW �' . � � � �. � I , a .1. _ lea s3 2. TIME SCHEDULE MUST COINCIDE WITH SEQUENCE OF CONSTRUCTION. ewArrL 1 • ,` ' t ` P 8 BEST MANAGEMENT PRACTICES SEQUENCE LIMITS OF DISTURBANCE IS SHOWN N r rf y. � �• m � 3 1B D-22 525 LF r•ff', tr rLf/ " r ;/ M � IPi/IP2_41 s2 J INSIDE OF THE TREE PROTECTION FENCE LIMITS FOR PLOTTING LEGEND NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, ; i p ' © z :7 PURPOSES. UMTIS OF t"fill" P i i ( ?:` I NOTE: EXISTING SURVEY LEGEND ON COVER SHEET LAY DOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, MASONS AREA, FUEL AND LIMITS OF DISTURBANCE IS SHOWN INSIDE OF ,, :Ae, DISTURBANCE IS ON TREE MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM Oh THE WETLAND BOUNDARY FOR PLOTTING RETAIL Z 7 TREE PROTECTION FENCE PROTECTION FENCE LINE. - - - PROPERTY BOUNDARY UNE THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE u i f 12,000 SF± ) ;: -2.2 SEE fT C 2 TREE PURPOSES. LIMITS OF DISTURBANCE IS 1 , ,,. , i raa• , UMITS OF DISTURBANCE CONSTRUCTION PROCESS. IN ADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL D OFFSET OUTSIDE OF WETLAND BOUNDARY. Y tf t ✓ r .<;j° FFE = 186.50 _ �` VAL AND PRO "� z• - SEE WETLAND PROTECTION DETAIL ,' jr 7t i PLAN FOR TREE PROTECTION TREE PROTECTION FENCE @:12 IS EXPORTED TO ON THE SITE MAPS. WETLAND BOUNDARY MEASURES. a I SEE SHEET C-1.2 TREE REMOVAL 1 H IP AN IA TREE PROTECTION FENCE AS SHOWN ON THE SWPPP PLAN. e f r r rNr WEFCAN - : © 1 AND PROTECTION PLAN FOR TREE EXISTING WETLAND "--PROTECTION MEASURES. 2. STAKE PROTECTED WETLANDS AREA PER WETLANDS HORIZONTAL CONTROL PLAN. 25' WETLAND BUFFER BOUNDARY 3. INSTALL ORANGE CONSTRUCTION FENCE ALONG PERIMETER OF WETLANDS AS SHOWN ON r :'. , •, � SILT IPI/IP2 �s �, 9 - ` i - _i } FENC 1N 9 a �/� �/ i �!! SW HERMOSO WAY PLAN (SHEET D-2.3). `�` = - 7 - - - - -187- - - - - EXISTING 5 FT CONTOUR �.- 685 LF '%,'•,, ,., : " � �� WETLAND PROTECTION T; SEE SHEETS ER 1.0-1.18, ER-2.0, AND 4. INSTALL STABILIZED COIVSTRUCAON EXT(S) AND SWPPP INFORMAAO✓ SIGN 187 PROPOSED CONTOUR 5. INSTALL 57LT FENCE(S) AND COMPOST SUCKS ON THE Sl1£ CLEAR ONLY THOSE AREAS . Jo- ti• . D-2o 2.1 FOR OFF-SITE ESC PLANS AND O iv IPI/IP2 IPt/IP2 ��IP1/IP2 IPI/ip2 ��"'' " DETAILS. NECESSARY TO INSTALL SILT FENCE S AND COMPOST SOCKS. E Z Q '"''. '6. `. ` f PROPOSED BUILDING O ) o „ a IPI/IP 6. INSTALL INLET PROIECIILW AROUND ALL EXISTING STORM SEWER STRUCTURES „ r ,, a 9.., ,. ,. _�-ne 3F s: AREA. t ; , �. '' `� � � � ¢-_ EXISTING STORM DRAIN PPE r v r t , MIlpl IP .� - .. .v..»:. -. , ,,1 ,A xMx,,M � oer x;sM a..max.:rr��3 \\\� / KING AND ° sD- PIPE PROPOSED UNDER RA NPROPOSED STORM INSYSTEM ;• 7r y'. 92 , °ry 7. PREPARE ALL EACDNiESRAMU ARCONTACT 1HfTIlIft ETIMUCI G MIRMIM11 MU TO PEBFORII „ 4 / (� r �• r ¢ ,- � � � ILSPEC110N AND CERIFIGITIOH OF BIDS. GENERAL CpIiRACTOR SHALL SCHEDLtE AND 0 60 120 �!r' $$$ � ¢� 001117 �/��V� \�� {� MIL-MART ` Ql J � 1g2 ,'a'i, E x T A A '�B r''yt 00111 THE STOW AIM PRE IIOII M ISN YM TEL � W l ` 0.5g� DIRECTION OF OVERLAND i , ez a - �s FLOW W/ GRADE OONSiRIl W WANAM• A�(ES) AND OMM-MMM CpI1RACTORS Bffm (w TEFL) °, " <: X 8' X []IPt/IP2 PROCEEEDHG Vm CONSiRti"WE UTFALL D Y.t XMPWIIH WHEEL WASH R D-2.o D-2o 12' ® R O i' ALL EXCFPDONS NOTED ON TIE BW CERiF1C11110N FORM WST BE ADDED TO TIE RBST F /- d,Vt 1 t' i:' } PROTECTI 's' 8` AX1� ,rte INFORMATION(IPI 2 y` SWPPP ON a DALY REPORT AS A DEFICEIICY OR DEFICENCES AID RESOLVED DTIV 24-HOlK2S BWS r ,r °f, r. ,. ,• 1. �. >' 3 . SIGN D-2o CAN NOT BE CERTFm F ANY EXCEPIHON REpMIES GREATER THAI 24-HOURS M RES w- �'. .1 i k 179 . LOADWC Z�� SILT FENCE INLET PROTECTION s ` { i` ', N 45'2556 W 12745'18' @DRAIN PRIOTECTION IIPI (PRIOR TO PAVING) D 21 DALY NSPECTIONS AID REPORIIIG 119iG THE SPP YANA6EIDIT TOOL WST START TIEKnowwhat'sbelow. ;� ' i l 'fDAY OF OR YEDIAIELY AFTER BIP CERIFICI1110N. CBII before you dig. ± ' c PERMANENT WATER IP2 FILTER SACK INLET PROTECTION z 1 �'•,, ns II AFTER SITE IS PAVED QUALITY/DETENTION POND ( ) D-2t B CONSTRUCT INTERCEPTOR 7RENCH ALONG EAST PROPERTY LINE (CLEAR ONLY THOSE AREAS i9 BOTTOM ELEV: 171.00 4 NECESSARY TO INSTALL 7RENCH). 79 �, COMPOST SOCKS e TEMPORARY -iw %' .' D-2.3 9. CONSTRUCT AND STABILIZE SEDIMENT BASINS AND OUTFALL RIP-RAP AS SHOWN ON PLANS " 3 (CLEAR ONLY 7HOSE AREAS NECESSARY TO INSTALL BASINS AND OUTFALLS). G CONSTRUCTION =- ; 1; ... SILT FENCE ;j je� s D-2D 10. INSTALL AND STABILIZE HYDRAULIC CONTROL S7RUCTURES (SWALES CHECK DAMS, ETC.). ENTRANCE WITH ;,., WHEEL WASH 1G •, it _- r` s �j a 11. LIMIT CLEARING AND GRUBBING TO THE AREA NEEDED TO PREPARE FOR CONSTRUCTION OF i J o n ORANGE CONSTRUCTION FENCE e "_ �'� IPi -- LIMITS OF DISTURBANCE ALONG D-2z EARTH BERM ON WEST AND SOUTH PROPERTY UNE. 2 a - Walmart I SOUTH PROPERTY UNE SHOWN 3 D-2.0 D-2o �� r77 k IPI IP2 I 12.CONSTRUCT AND PERMANENTLY STABILIZE EARTH BERM ALONG WEST AND SOUTH PROPERTY OUTSIDE PROPERTY UNE FOR 1 ¢ UNE. ESTABLISH EARTH BERM ELEVATION OF 178.5 PRIOR TO CONSTRUCTION OF INTERCEPTOR ;,/' ;. ,,r' �- ti .•. r ,_ ` r . , , :,::-: . .�.,. _ ... ,.- .� I _ C-138-NO-NO :•,`' - PLOTTING PURPOSES. LIMITS OF STRAW WATTLE D-22 S SWALE 1A AS IDENTIFIED ON THE SWPPP PLANS. � � n7 137,900 SFt � DISTURBANCE IS ON PROPERTY 2 13. CONSTRUCT INTERCEPTOR SWALE 1B AND 2 AS IDENTIFIED ON THE SWPPP PLANS. SWPPP X 8' X 18" % FE = 180.00 LINE. LOADING DOCK DRAIN PROTECTION D-23 14.PREPARE ACTIVE TREATMENT AREAS AND INSTALL TREATMENT TANKS AS IDENTIFIED ON THE e INFORMATION - - - - - - ' . ' IPRAP OUTFALL 7 - `„ , � '•. SWPPP PLANS AS NEEDED. D-20 SIGN '{ ; .%� PROTECTION X2.1 "6 STORMWATER OUTFLOW '' :4 TREE PROTECTION FENCE PHASE H a 2 45'25'51"N 122'45'20"W X 8' X 1H E N CLEARING AND GRUBBING THE BUILDING PADS AS NEEDED TO PREPARE FOR D 2.2 PREDEVELOPED STORMWATER FLOWS TO THE EXISTING Pt r RIPRAP OUTFALL D-2t > '. ARCHITECTURAL CONCRETE INSTALLATION OF GROUND IMPROVEMENT DESIGN. WETLAND AREA SOUTH OF THE SITE AND IS CONVEYED 1 PROTECTION a 2. STRIP BUILDING PAD DENSIFICATION AREAS AS IDENTIFIED ON THE PRE-LOAD AND GROUND ti : SILT : : . :.1 p WEST WHERE IT EVENTUALLY DRAINS INTO •:I PERMANENT SEEDING IMPROVEMENT PLAN (SHEET D-3.0) 6" MIN. BELOW EXISTING GRADES. d ES" 1W� y'=` :` {�( W;:•'•_ ,'• 7 :11 1' 3. INSTALL 24-INCH DEEP GROUND IMPROVEMENT WORKING PAD AND GROUND IMPROVEMENT. ' -DiAP RED ROCK CREEK APPROXIMATELY 0.14 MILES D-a.2 ;- 225 LF ' %, D- :,;'; ' : , ;, vJ ro,rr 14. PLACE SETTLEMENT PLATES, FLOOR UNDERDRAIN SYSTEM, AND FILL IN BUILDING PAD AREAS. : :°: , . . m DOWNSTREAM AT 45'25'55"N 122'45'28"W TEMPORARY DISTURBED BUFFER AREA 5. PRELOAD WAL-MART BUILDING PAD AREA AS IDENTIFIED ON THE PRE-LOAD AND GROUND ;. .;:":': :':`:'` ' :':'. �, ; FINAL LANDSCAPING, GROUND COVER, IMPROVEMENT PLAN (SHEET D-3.0). a ' » _ AND MULCH 6. STABILIZE DENUDED AREAS SEE LANDSCAPE PLAN FOR DETAILS 7, MONITOR PRELOAD UNTIL PRELOAD CAN BE REMOVED. :. :: •`F;:f<.: ;;, EXISTING WETLAND .-,3% l � , , B. UPON REMOVAL OF PRELOAD, COMPLETE BUILDING PAD PREPARATION. �, : IJSTAII PR6 GD11§�RUCEF, - f•, s 9. CLEAR AND GRUB THE AREA IDENTIFIED AS PHASE IB GRADING AS IDENTIFIED ON THE SWPPP RIPRAP OUTFALL REoo sL 1 P1 PLANS. /" BQ�INQARF,+T ;NfhL'AS:?J ON6 FFE = 176.00 IPI IP2 a 10. BEGIN PHASE IB GRADING AND CONSTRUCT RETAINING WALL ALONG EAST PROPERTY LINE. "1 1z 1 .1 ' t' !► T I ; ;.�$.•pW� �. ,' D-23 0 0 o TYPE III 6 11, STABILIZE DENUDED AREAS, COMPOST SOCK 1S : : ` ?; 355 LF BARRICADE D-22 12. CLEAR AND GRUB THE REMAINDER OF THE SITE. +t4 �1 �, 12' X 8' 18 SILT I 13. REMOVE INTERCEPTOR SWALE #1B AS IDENTIFIED ON THE SWPPP PLANS. +{ TPR P A FENC W 3 I ;r,, MIS OF DISTURBANCE ALONG WETLAND 14. INSTALL WICK DRAINS AS IDENTIFIED ON THE PRE-LOAD AND GROUND IMPROVEMENT PLAN �' �`r r r r r �, ,', - ♦ e , , , r•rrr•r•r•r•r I•,• ,'♦ D- 1 yy�,y-... ••)•.•c•� �.,/5...44/b...A C"Stitt: - �T.6Y,YMG L(,¢f"A 'C ..'bRb.:YH,S::."h SMA.:'ShW,..Yla(G:'.VYh.'S'.,YHf,.,....N hn,i,"J:ShLPY4Y,,, I... -�► :' ' - D 3 AND ESTABLISH DISCHARGE LOCATION. .' ' Cll n9 ,. IAP2 9 IP2 1 Ip) ;' (SHEET - .0) A R A 0 LL 2 LF D 2 ° ,;� BOUNDARY SHOWN WITHIN WETLAND AREA FOR J ,;; - 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ' 9 20 A / --- GENERAL EROSION CONTROL NOTES BMP MAINTENANCE EROSION NOTES A. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATER POLLUTION PREVENTION PLAN. ADDITIONAL BEST MANAGEMENT " " a SITE MAPS AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE °PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. ALL MEASURES STATED ON THE °° �. � •• MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK ORI; I' B. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL Of PRACTICE, AS APPLICABLE. FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A ��' _.. ' QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE ,�, ! " '� ' '" CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. � r9 �; ! � I' •° `V" °°� = = STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: C. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE / f � o .•� MAINTAINED ON SITE AT ALL TIMES. 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING , B I r OR DETERIORATION. j Y.. `T. >.. D. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN, OR AS REQUIRED BY THE APPLICABLE 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD ASPHALT PAVEMENT WHEEL WASH 4 GENERAL PERMIT. NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. MIRAFl hoax OR EQUIVALENT B BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. GE0TR11LE FABRIC FOR SEPARATION � •, SEE SITE MAP E. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND ACHIEVE A MAXIMUM DRY DENSITY IN ACCORDANCE ` " FOR DESIGNED 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM LOCATION AND GRADING. CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. CONTRACTOR SHALL CONSTRUCT WITH ASTM D-1557 OF AT LEAST 95X FOR NATIVE � . TEMPORARY BERM ON DOWNSTREAM SIDES. THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. MATERIAL AND IMPORTED STRUCTURAL FILL \ y 8 OZ. NON-WOVEN GEOTEXTILE FABRIC , p, THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF FOR DRAINAGE AND FILTRATION F. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 4. MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES s• CRUSHED STONE BASE G. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR AS CONDITIONS DEMAND. 10" MIN. DEPTH 2•-3" CLEAN STONE xr A CHEMICAL SPILLS AND LEAKS. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND B C H. DUST ON THE SITE SHALL BE MINIMIZED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS CONDITIONS DEMAND. PLAN I. RUBBISH, TRASH, GARBAGE, UTTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL 25' MIN 100' MIN PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. TIMES. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASIS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN 10' 16' 14' REDUCED BY 507. VARIES VARIES 2% MI 2% MIN VAtRRJES J. ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, MUST BE STABILIZED IMMEDIATELY UPON COMPLETION OF MOST RECENT GRADING ACTIVITY, OR SEDIMENT ANY DEBRIS AND ALL VEHICLES SHALL BE CLEANED OF DEBRIS PRIOR TO LEAVING THE SITE. . WITH THE USE OF FAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIBERS, TACKIfIERS, NETTING OR BLANKETS. 6. / REACHING THE PUBLIC STREET SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING. EDGE OF TING EXIST] ASPHALT 10" MIN 2"-3" 8 OZ NON-WOVEN ACHIEVE A MAXIMUM DRY DENSITY IN ACCORDANCE K. DISTURBED PORTIONS Of THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE PAVEMENT WITH ASTM D-1557 OF AT LEAST 95% FOR NATIVE PAVEMENT CLEAN STONE GEOTEXTILE FABRIC AREAS SHALL BE SEEDED, SODDED, AND/OR VEGETATED IMMEDIATELY, AND NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE FOR DRAINAGE AND 6" CRUSHED MATERIAL AND IMPORTED STRUCTURAL FILL AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. MIRAFl 600X OR EQUIVALENT SECTION A-A FILTRATION STONE BASE L. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO PREVENT TRACKING OF DIRT, DUST OR MUD, THEN THE TIRES QSKSI NOTE 2 GEOTEXTILE FABRIC FOR SEPARATION MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS S�0 EXISTING GRADE CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS LOCATIONS AS PROVIDED. S��t, NOTES: SLOPE TO �pE, 1. PROVIDE SEDIMENT TRAP/WHEEL WASH ON DOWN GRADIENT SIDE/SITE EXIT SIDE AIN M.ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. SF (OR BOTH SIDES) AS REQUIRED. i' yam: 4 (MAX) OVERLAND 2. FLUSH SURFACE STONE TOWARD SEDIMENT TRAP EEL WASH WITH HIGH VOLUME /i ' ` ' N. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE 6" MIN. F E ARD WATER FLOW AS NEEDED TO MAINTAIN CLEAN SURFACE STONE. �~ �` ��1 SEDIMENT TRAP / 4 (MAX) L E STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. RO _ _ NOTE 1 WHEEL WASH 1 F + 0. ON-SITE AND OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT j�jj// // SEE PLAN /\//\/////\//\//\//\///\//\//\//\//�\j/`//\ 3 ANDIMAT A MINIENT MUMESETBACK DISTANCE EL WASH SHALL BE REQUIREEDLOCATED TPER LOCAL JURISDICTION.SDICTISIDE OF THE ONWAY 10" THICK MIN. - 2"-3" CLEAN STONE PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. \ \ 4. SEE SWPPP SITE MAPS FOR LOCATION OF SEDIMENT TRAP/WHEEL WASH. 6"OCRU HED Z. SONE BASEVEN XTILE FABRIC FOR DRAINAGE AND FILTRATION P. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. ��/�\�/�\�/�\� \��`\// \ ,�,� 5. CONTRACTOR TO LOCATE TEMPORARY CONSTRUCTION FENCING, JERSEY BARRIERS, MIRAFl 600X OR EQUIVALENT GEOTEXTILE FABRIC FOR SEPARATION Q. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT TYPICAL TRAPEZOIDAL DIVERSION (N/A) OR BOTH ALONG THE SIDES OF THE CONSTRUCTION EXIT TO PREVENT ACHIEVE A MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557 CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGE. CONSTRUCTION TRAFFIC FROM SHORT CIRCUITING/BYPASSING THE EXIT. OF AT LEAST 95% FOR NATIVE MATERIAL AND IMPORTED STRUCTURAL FILL SECTION B-B E R. GENERALCONTRACTOR IS TO DESIGNATE/IDENTIFY AREAS ON THE SITE MAPS, INSIDE OF THE LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAGE, NOTES: CONSTRUCTION ENTRANCE/EXIT 1. REMOVE ANY EXISTING VEGETATION AND SCARIFY OR BENCH ADJACENT SOILS PRIOR TO PLACING BERM. 2 2. BERM MATERIALS MUST BE ADEQUATELY COMPACTED AND STABILIZED. WALMART/PACLAND NTS 03/13/12 3. REFER TO E&S PHASE IA, IB & II FOR TEMPORARY AND/OR FINAL STABILIZATION MEASURES. 4. BERM SHALL NOT BE CONSTRUCTED OF TOPSOIL 4' MIN 5' O.C. WOVEN INTERCEPTOR/DIVERSION SWALE G ATTACH THE WOVEN WIRE OR AS MAX WHEN NECESSARY TO CONTINUE FENCE TO EACH POST WITH BYLOCTA�O WIRE FENCE, OVERLAP SILT FENCE 1 "SWPPP INFORMATION" SWPPP INFORMATION THREE WIRE TIES OR OTHER RfOU�RfMENTS FENCE MATERIAL AND WOVEN WIRE FENCE POSTS: STEEL T OR U TYPE WALMART/PACLAND NTS 03/13/12 MUST BE DISPLAYED FASTENERS (SEE NOTE 2) ��' `5 MIN ACROSS TWO POSTS PROMINENTLY ACROSS OVERLAP 5' O SILT FENCE MATERIAL TO BE FENCE: WOVEN WIRE, 14-1/2 GA, 6" MAX MESH OPENING THE TOP OF THE SIGN, COPY of COPY of OR AS JEDMAX FASTENED SECURELY TO WOVEN FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION AS SHOWN IN THE DETAIL. WAL-MART Nal WALMART I A tOCAt REQUIRES WIRE FENCE WITH THREE TIES SPACED AT 30" ON CENTER (1200-C CONSTRUCTION PERMIT) SITE NOTICE 60" MIN. STEEL POSTS WOVEN WIRE FENCE (72" MIN. ON SLOPES 3H:1V WITH SILT FENCE OR GREATER), DRIVEN MIN. 20" MATERIAL COVER 60' 10, 16' MIN. 14' COPY OF CLEAN WATER fillSIGN TO BE CONSTRUCTED COPY OF GENERAL SERVICES ; :: INTO GROUND (MIN. 24" ON BACKFILLED N OF A RIGID MATERIAL, WPERMART CONTRACTOR coNmoi SLOPES 3H:1V OR GREATER). FINISH SUCH AS PLYWOOD OR FLOAUTHORIZATION AUTHORIZATION HOTLINE COMPACTED "1„k H ,IIT GRADE 4:1 MAX BACKFILL " r*' '� ( ; : EXTEND WIRE FENCE ' , � " W 2" MIN INTO TRENCH SILT FENCE MATERIAL OUTDOOR SIGN BOARD. ' \ � > EMBEDDED SILT FENCE A SIGN MUST BE OVER WIRE FENCE 1% MIN 4:1 MAX DIRECTION 4:1 MAX A 10" CONSTRUCTED IN A "% OF TRAVEL MATERIAL MIN. 6" INTO + MANNER TO PROTECT oW A I �" pari/// 'iy; oRPOE s"xs" I �� cRouND w/ s" LAID ALONG DOCUMENTS FROM DAMAGE �� I II I ! € I '/r l/N,/y/v'bl.✓�'/ ///jH/��1/�,�/ /�/ _. o BENCH i\\I BOTTOM OF TRENCH. / / SOIL SLICING IN ACCORDANCE 4:1 MAX DUE TO WEATHER (WIND, SECURELY FASTEN OVERLAPPING � WITH ASTM D 6462 8.2.2 IS SUNMOISTURE, ETCNOTE TO CONTRACTOR: POST A y.• - f ALSO ACCEPTABLE. PLAN z DETAILED DESCRIPTION OF THE LOCATION ENDS OF SILT FENCE MATERIAL TO III _ ADJACENT STAKES WITH THREE ELEVATION =11 ,I 'III ' �� UNDISTURBED 1 , .). OF THE SWPPP DOCUMENTATION (BINDER AND SITE MAPS) ON THIS GROUND " NOTES: SECTION A-A WIRE TIES OR OTHER FASTENERS 12" \\i 18 PORTION OF THE SIGN BOARD. 1 1. INSTALLATION SHALL COMPLY WITH ASTM D 6462 LATEST EDITION i MATCH CONSTRUCTION \`\%iii\/i.!i,\/i\/i/. 2. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED 2 ENTRANCE SECTION 6 WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. ALSO, EACH TIE z --CE - PLACED ON A POST SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING. D-2.0 SECTION A-A :2 E 3. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED A MINIMUM OF 60" ACROSS TWO POSTS, AS SHOWN. 0 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-THIRD THE HEIGHT OF THE FENCE. MAINTENANCE CLEANOUT NOTE: NOTES: N MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-THIRD THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. CONTRACTOR TO REMOVE ACCUMULATED SEDIMENT FROM WHEEL WASH. 1. THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE EXIT OF THE SITE, SUCH THAT K 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE STATIC SLICING EQUIPMENT IS UTILIZED TO INSTALL THE FENCE PER DETAIL- "SILT FENCE INSTALLATION (SLICING METHOD)". IT IS ACCESSIBLE/VIEWABLE BY THE GENERAL PUBLIC, BUT NOT OBSTRUCTING VIEWS AS TO N CAUSE A SAFETY HAZARD. 0 6. WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES. WHEEL WASH 2. ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL N 7. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQ. INCH. /� TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE-OF-TERMINATION (NOT) IS FILED Q COMPACT THE UPSTREAM SIDE FIRST. COMPACT EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS. PACLAND NTS 03/13/12 T FOR THE PERMIT. `n 8. ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APPLICABLE AGENCY REQUIREMENTS. 3. CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION AND SEDIMENT CONTROL s RELATED PERMITS ON THE SIGN AS REQUIRED BY THE GOVERNING AGENCY. '-'- NOTE EROSION CONTROL DETAILS SHOWN ON THIS SHEET ARE WALMART STANDARD DETAILS 4. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT WHICH ARE MORE RESTRICTIVE THAN THE LOCAL GOVERNING AUTHORITY STANDARD DETAILS. 5. CONTRACTOR APPROVED YIS RESPONSIBLE THE GFOREENSURING STABILITY OF THIS SWPPP INFORMATION SIGN. iWALMART/PACLAND NTS 04/10/12 jj SWPPP INFORMATION SIGN � 5 o WALMART/PACLAND NTS 03/13/12 i Iv1 *�s, 01 ^�a"r,,�u > -a?c nv .ea ��\ �.. . �-> err . „�n�.,;>'s b . <- - .a .. .. �.....> >,.'#ate k„ -z. : ...u>„ ..,....,..,_w....C:,:.....r,.. � ..Am' �4'ma- t _a �`;� .: •� • ° a^::. +�i��L�, < : %lt«4 PROF ye' - No. a � P r � �� r ` � r ,� a � ,Ne 1 \ F o 7/10/12 PACLAND REVISED PER TM COMMENTS MD 04/06/12 891PEWalmart #5935-00 EROSION AND ' 2 8/ PACLAND REVISED PER TVWD COMMENTS , � �� 7600 SW DARTMOUTH ST 3 9/28/128/1 2 PACLAND REVISED PER CITY AND CWS COMMENTS MD PERMIT �� ON Will SEDIMENT CONTROL D-2.0 i B , j{j ssq�y 14'aNG,L 6400 SE Lake Road T (503) 659-9500 DETAILS L Suite 300 F (503) 659-2227 TIGARD OR 97223 SN 20-001-091 RENEWS: 12/31/12 Portland, OR 97222 www.PAcLAND.COM T 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 . 9 20 y _ SEE SITE MAP FOR NOTE: SEE SITE MAP FOR INLET GRATE FINISH SECURE LIFTING LOOPS TO OR SPACING "D" LOCATION OF CHECK DAM(S) � 12" GRADE UNDER SURROUNDING SURFACE Iyq tR A ), (} LOOPS SIZED FOR 1" 9, J 2� SOW -T�)P OF BARK %' REBAR. LIFT FILTER 18" : .4 , BAG FROM INLET USING 2"x2•x3/4" ?\1T\�\\ �/� v ' .• REBAR FOR HANDLES. RUBBER -- r FLOW LINE 6" BLOCK (TYP) s NOTE: / f1 • -:• 1. HORIZONTAL STAPLE SPACING SHOULD BE ALTERED GEOTEXTILE BAG 1/4" BRIGHTLY . . . . . . . . . - ,` �7 IF NECESSARY TO ALLOW STAPLES TO SECURE THE COLORED NriON -1 1/4-r l� -.4f _ _ CHECK DAMS IN SWALE /\ II ^^�.^ " CRITICAL POINTS ALONG THE CHANNEL SURFACE. 1 4" BRIGHTLY COLORED NYLON ROPE EXPANSION /\\\ ` ' - � ��^^ _ � / C2 ACRES OR LESS OF DRAINAGE AREAL B \/\ `.'.'.`.' I f ) .' '.' ROPE EXPANSION RESTRAINT RESTRAINT /<< . 2. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE ° LOOPS SIZED FOR 1" A .._._...._...._.................._... OR STAKE LENGTHS GREATER THAN 6" MAY BE d 4"-6" NECESSARY TO PROPERLY ANCHOR THE BLANKETS. REBAR. USE REBAR FORA \ 6" I HANDLE TO EMPTY FILTER o ij/// (2-10 ACRES OF DRAINAGE AREA) \\/ © 3. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SACK AT A SEDIMENT a \\i/�\j\\ j/\\j\\ 18" `.`... . . SPECIFICATION FOR PRODUCT SELECTION. COLLECTION LOCATION. // 6• MIRAFI 600X OR r\\, \ /\ / `+`.+. FABRIC FOR SEPARATION 2' MAX EQUIVALENT GEOTEXTILE C FILTER FABRIC .°• . ° <. . SECTION DOWNSTREAM VIEW DOWNSTREAM VIEW 1. PREPARE SOIL BEFORE INSTALLING BLANKETS INCLUDING ANY NECESSARY APPLICATION OF LIME FERTILIZER AND SEED. i`' ` ~> LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE 6 " OF BANK 2"-3" CLEAN 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKETIN A 6" DEEP X 6" WIDE TOP E TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF ` ~ PROPERTIES TEST METHOD UNITS STONE THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. r a `:d. 2`-3" CLEAN APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"POR1I0N OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF GRAB TENSILE STRENGTH ASTM D-4632 300 LBS STONE 2 2 2:1 2:1 STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. GRAB TENSILE ELONGATION ASTM D-4632 20 % 1 1 18" FLOW 2' MAX D PUNCTURE ASTM D-4833 120 LBS FLOW 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL BLANKETS WILL UNROLL NTH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE ISOMETRIC VIEW MULLEN BURST ASTM D-3786 800 PSI SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS PER MANUFACTURER'S RECOMMENDATIONS. NOTES: TRAPEZOID TEAR ASTM D-4533 120 LBS /,, /,/ / /i r. r,, /i,/i./. / '• - /, / \ / /\\/\\/ \/\/\.. /\/ UV RESISTANCE ASTM D-4355 80 % , 4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE BLANKETS. 1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION APPARENT OPENING SIZE ASTM D-4751 40 80 SIEVE ELEVATION A 8 RESTRAINT CAN NO LONGER BE SEEN. FLOW RATE ASTM D-4491 40 GAL/MIN/SQ FT ELEVATION A 3"-6" RIPRAP 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES STAKES APPROXIMATELY 12" APART IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL NOTE: / 2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT PERMITTIVITY ASTM D-4491 0.55 SEC -1 HEIGHT OF CHECK DAM IS AS SHOWN UNLESS OTHERWISE NOTED ON PLAN. AND COMPACT THE TRENCH AFTER STAPLING. MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE. 6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 4"-6" (DEPENDING ON BLANKET TYPE) AND STAPLED. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE 3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WHEN MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE ROCK CHECK DAM E OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM STITCH ON THE BLANKET BEING OVERLAPPED. OIL SPILLS ARE A CONCERN. PROPERTIES TEST METHOD UNITS WALMART/PACLAND NTS 03/13/12 3 4. INSPECT PER REGULATORY REQUIREMENTS. GRAB TENSILE STRENGTH ASTM D-4632 265 LBS 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" GRAB TENSILE ELONGATION ASTM D-4632 20 % 12" SO RISER PIPE WITH ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. 5. THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE PUNCTURE ASTM D-4833 135 LBS WIDTH OF THE GRAZED INLET BOX. 3 GARBAGE TRAP. SET TOP 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT MULLEN BURST ASTM D-3786 420 PSI AT ELEVATION: 1-1/2" CLEAN DRAIN ROCK THE TRENCH AFTER STAPLING. 6. THE DEPTH, "D OF THE FILTER SACK SHALL BE BETWEEN 18 TRAPEZOID TEAR ASTM D-4533 45 LBS D-2.3 POND #1 = 173.50 INCHES AND 36 INCHES. UV RESISTANCE ASTM D-4355 90 % POND #2 = 175.50 9. PLACE STAPLE/STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE APPROPRIATE CHANNEL FLOW OR SHORELINE APPLICATION. APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE 7. THE LENGTH, "L OF THE FILTER SACK SHALL MATCH THE INSIDE FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT DEWATERING OUTLETS F A A LENGTH OF THE GRATED INLET BOX. PERMITTIVITY ASTM D-4491 1.5 SEC -1 B CRITICAL POINTS 8. ODEQ DOES NOT ALLOW OVERFLOW HOLES. C A. OVERLAPS AND SEAMS \ _ ° �/ \\\ o ° POND #1: 12 SD PIPE TO DISCHARGE TO WETLAND BUFFER B. PROJECTED WATER LINE 9. IF GRATE IS CIRCULAR, USE ADS FLEXSTORM INLET FILTERS OR 5 TEMP. SEDIMENT POND 2: 18" SD PIPE TO DISCHARGE TO WETLAND BUFFER C. CHANNEL BOTTOM/SIDE SLOPE VERTICES APPROVED EQUAL. D-2.1 BASIN SIDE SLOPE FILTER SACK INLET PROTECTION (IP2) 1' FREEBOARDo G EROSION PROTECTION BLANKET (CHANNEL INSTALLATION) 1WALMART/PACLAND NTS 04/10/12 2 / LEVEL GRADE WALMART NTS 11/01/07 MIN 2' SETTLING DEPTH / / POND #1 - IE = 170.00 5' MIN. SEDIMENT STORAGE POND #2 - IE = 172.00 FROM INTERCEPTOR SWALE CHITOSAN �j (TYP•) ATTACH THE WOVEN WIRE 1' DEPTH CARTRIDGE FENCE TO EACH POST FROM HOUSING UNIT D-2.2 WITH THREE WIRE TIES INTERCEPTOR CHITOSAN CROSS BRACE OR OTHER FASTENERS TEMPORARY GRAVEL RISER 8 TO DEWATERING/ SWALE CARTRIDGE i 7 0� (SEE NOTE 1) -J PACLAND NTS 4 H ALTERNATIVE ACTIVE HOUSING UNIT D-2.2 RIP RAP D-2.2 TREATMENT AREA (CL. 50) D-2.1 ' - SILT FENCE MATERIAL TO $ - \ ) BE FASTENED SECURELY \e1 MITER END TO�- ? \,• RIP RAP 7 1 /' z WITH WOVEN WIRE FENCE VES SPACED EXTEND RIP-RAP UP SLOPE OF PIPE TO 10' f ' ' �� " �. (CL 50) D-2.1 1 f� ' 2 X 4" AT 30" ON CENTER I I I MIN 2 FROM PIPE CROWN MATCH SLOPE y . \ *, WOOD FRAME M o o SUCTION PIPE INTAKE PhI7, I`\4:1 ID DROP INLET (SEE NOTE 1) \` lI �OP ' WITH GRATE 5' MIN. \ 2" x 4" STAKE OVERLAP STORM PIPE o 3X PIPE DIAMETER (TYP.) GRAVEL CONE RISERD-2.2 MINIMUM) \\ / TO DEWATERING/ GRAVEL CONE RISER o 0 o g o 4 \\ /\ ALTERNATIVE ACTIVE SECURELY FASTEN OVERLAPPING o o TREATMENT AREA 4 ADJDACENT STAKESS OF SILT CWITH THREE CHITOSANAL TO RIP RAP NOTES: CHITOSAN D-2.1 WOVEN WIRE FENCE WIRE TIES OR OTHER FASTENERS 1. ROCK FOR RIP RAP SHALL BE ANGULAR IN SHAPE. 3/4 DIA SMOOTH BARS W ENDS 7 RIP RAP CARTRIDGE 1 WITH SILT FENCE " / D-2.1 (CL. 50 HOUSING UNIT D-2.2 SUCTION WELDED TO BAR-FRAME ODOT CLASS PIPE MATERIAL COVER 2. THICKNESS OF A SINGLE ROCK SHALL NO BE LESS 50 RIP-RAP INTAKE THAN ONE THIRD ITS LENGTH. PLAN TO ONSITE DISCHARGE 3. GRADE OF CLASS 50 RIPRAP SHALL BE: TO ONSITE DISCHARGE AND WETLAND BUFFER EXTEND RIP-RAP UP SLOPE MIN 2' AND WETLAND BUFFER FROM INTERCEPTOR SWALE \ WEIGHT OF ROCK (LBS) % BY WEIGHT FROM PIPE CROWN EXTEND WIRE FENCE A ' /\/\/\ POSTS: 2 X 4 WOODEN STAKE 30 15 20 POND #1 PLAN VIEW POND 2 PLAN VIEW MIN. OF 3" INTO GROUND 15-2 30 2x5"ANCHOR STRAPS WELDED TO 3/4" DIA. BAR-FRAME 4 /\\/\\/\\ FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING 2-0 10 PLCS SPACED UNIFORMLY FASTEN WITH NON CORROSIVE BOLTS MIN 2 EXTEND SILT FENCE MATERIAL /\ AND NUTS 6" SETTLING /// /� A MIN. OF 1'-0" INTO GROUND \///\//� FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION 3/4" DIA BAR FRAME MAX BAR K 1' FREE BOARD DEPTH TOP OF POND \ / \/ 3 SPACING C) \\\ POND BOTTOM - // ; POND #1 EL. 174.00 FLOW a 1 \\ \\\ POND #1 EL. 170.00 // l/ POND #2 EL. 176.50 1' MIN N POND 2 EL. 172.00 //� A 1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30") WITH THREE WIRE TIES VARIES CLASS 50 Q ///,W OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, \� o RIP-RAP WITH EACH PUNCTURE AT LEAST 1 VERTICALLY APART. 4" BENTONITE CLAY LINER 2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED ACROSS TWO POSTS. / JUTE MAT PIPE COUPLING SEDIMENT STORAGE LEVEL GRADE 3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-THIRD THE HEIGHT C) L 1' DEPTH OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-THIRD NOTE: THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. ALL STEEL PARTS MUST BE COALED MITER END OF PIPE TO POND #1 AND POND #2 SECTION VIEW WITH ASPHALT, GALVANIZING, OR OTHER MATCH FINISHED GRADE N 4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. SUITABLE CORROSION RESISTANT COATING. (TYPE I OR TYPE II CEMENT) •� SECTION FILTER MATERIAL MIRATEMPORARY SEDIMENT PONDS SILT FENCE INLET PROTECTION (IP1 ) RIPRAP OUTFALL PROTECTION EQUIVALENT TEMPORARY a M WALMART/PACLAND NTS 04/18/12 WALMART/PACLAND NTS 03/13/12 5 6PACLAND NTS 04/10/12 , Y rt 1` SCJ F C)EsSi nod �' S e L}iitB / No. :., Date B Revislon Descrl trod': � .. . „?'. F�,, MB HD G' FR � z Walmart : : #5935-00 EROSION AND 0 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS / 04/06/12 `� 0891PE ' n i 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS DiBwri �� SSUe / , , SEDIMENT CONTROL D-L"i 1 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS ME/HD PERMIT s`oy 4 do°1 7600 SW DARTMOUTH ST Checked By PCOJE Ct No ya{yN L NGJ 6400 SE Lake Road T (503) 659-9500 Q DETAILS II Suite 300 F (503) 659-2227 TIGARD OR 97223 SN "'20-001-091 RENEWS: 12/31/12 Portland, OR 97222 www.PAcLAND.COM f 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 16 19 20 AEXISTING GROUND SOLID DEWATERING PIPE ?_ u� MINIMUM 12" OVERLAP OF SEAMS. ANCHOR CHITOSANt �w f ty WOOD STAKE INTERCEPTOR � YY~ J EXISTING GROUND CARTRIDGE WITHIN SWALE HOUSING UNIT PLACE WAffLES ALONG SLOPE CONTOURS. PROFILE TEMPORARY CHITOSAN LACTATE RICE, COCONUT STAGGER OR EXCELSIOR B SEDIMENT CARTRIDGE HOUSING UNIT JOINT WATTLES BASIN f" SEE DETAIL BELOW :;:: . z ` - STAKING . . . . . . . . . . . . . . . . . . . . . . . . . . ° SPACING 4' O.C. RIPRAP OUTFALLSECTION PROTECTION BARRIER REQUIRED ® TOE OF SLOPE. ° SOW F ° FLOW PLASTIC SHEETING ° TIGHTLY ABUT WITH FILTER NOTES: ° ADJACENT WATTLES. 1/2" EYE BO4ME REMOVABLE 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. ° C NUT AND RUBBACCESS CAP 2. BARRIER REQUIRED ® TOE OF STOCK PILE. 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR ° Lfj ANCHOR CHITOSAN LACT8'DIA SCHED 40 PVC MALE TIRES ON ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL PLAN VIEW CARTRIDGE WITHIN HOUSING ADAPTER W/ FEMALE DIRECTIONS. TO TEMPORARY 10 L.F. OF 8" SCHED 40 PVC PIPE #' THREADED CAP FROM SEDIMENT BASIN { INTERCEPTOR SWALE NOTES: - TEMPORARY PLASTIC SHEETING — STOCKPILE COVERING 1. STAKING SPECIFICATIONS: FOR FURTHER INFORMATION 0. 1"X2" WOODEN STAKES ON DESIGN CRITERIA SEE CLEAN WATER SERVICES NTS b. ADDITIONAL STAKES MAY BE CHAPTER 4 OF CLEAN WATER 8" SCHED 40 PVC Y 8" SCHED 40 PVC INSTALLED ON DOWNHILL SIDE OF SERVICES EROSION PREVENTION WATTLES, ON STEEP SLOPE AND SEDIMENT CONTROL OR HIGHLY EROSIVE SOILS. PLANNING AND DESIGN MANUAL. 1" DIA SCHED 80 DRAIN NOTES: VALVE Z WATTLES aeanWaber Services 1. DIAMETER OF HOUSING MAY BE ADJUSTED TO MEET FIELD CONDITIONS AND DESIRED FLOW RATE I� Our commitment it clear. MIN. 2' WIDE W DRAWING N0. 880 REVISED 12-06 2. DRAIN THE HOUSING UNIT OR REMOVE THE CHITOSAN LACTATE CARTRIDGE (DUNGENESS ENVIRONMENTAJTATE m 3 ALLOW TO DRY BETWEEN USES. WATTLES K 3. INSTALL UNIT SO THAT WATER DOES NOT POOL IN THE HOUSING UNIT WHEN NOT IN USE. 18" WIDE TRENCH 3 CLEAN WATER SERVICES/PACLAND NTS 04/10/12 4. DISCHARGE OF RUNOFF SHALL BE MONITORED FOR RESIDUAL CHITOSAN USING RESIDUAL CHITOSAN LAC FIELD TEST KIT BY DUNGENESS ENVIRONMENTAL (425-481-0600). RESIDUAL CHITOSAN LEVELS SHALL " EXCEED 2.0 PPM. j a o°oo o°o°o°� °o o°o°o 0 00 FILTER/DRAINAGE \y` 000 on °°0000° /\/\// FABRIC PER SPECIFICATION 00 CHITOSAN LA TAE A RIG INSTALLATION DETAIL :\\ o°° p°p0 SECTION 02340 F PACLAND NTS 04/18/12 % /\ i oo \ \\ 6" PERFORATED CORRUGATED POLYETHYLENE PIPE PER ANCHOR POSTS 2' DEEP J o 00 0 0 '00,10 000, AASHTO-252 SHOULD T-BAR FENCE TRENCH 00°00 ° 000 8'-0" MAX SPACING POSTS TWISTED SELVAGE 6" o°°° 00 6" C E 8'-0" MIN, 12'-0" MAX TOP AND BOTTOM �,, 000 0 /j / J \ \ OO ,O°O OOOOC C ✓\/ pOO °fin _°�� pOO //�/ 4' 6' HIGH CHAN LINK po 0O° O 0 � p Oo 0 .e .m p0 JO FENCE, TYPICAL // 0°O000Opo°oo pu 'po° /r. �i�� //// ;/ /// /�./ //. NOTE: " USE 8 WIRE "U 7ORANGE MESH �- USE DRAINAGE MATERIAL PER SPECIFICATION 02300 FOR INTERCEPTOR TRENCH BACKFILL H TO SECURE FENCE PLASTIC FENCING MAX, 8"j BOTTOM NOTES: 1. CHAIN LINK FABRIC TO BE MIN, 11 GAUGE, GALVANIZED. NO RUSTED OR EXCESSIVELY MALFORMED FABRIC. TEMPORARY INTERCEPTOR TRENCH 2. FENCE BASES SHALL BE OF SUFFICIENT WEIGHT AND/OR SPREAD TO ADEQUATELY SUPPORT EACH PANEL. 3. PANEL-TO-PANEL CONNECTIONS SHALL BE MADE AT A MIN. TWO LOCATIONS PER CONNECTION UNLESS WALMART/PACLAND N.T.S. 03/26/12 5 NOTE: OTHERWISE APPROVED. ANCHOR POSTS MUST BE INSTALLED TO A DEPTH OF NOT LESS THAN 4. TREE FENCES SHALL BE ERECTED AT THE DRIPLINE AROUND ALL TREES TO BE SAVED PRIOR TO THE START 4" CHECK VALVE 1/3 OF THE TOTAL HEIGHT OF POST OF CONSTRUCTION. DUNGENESS ENVIRONMENTAL ' 5. ALL TREE PROTECTION AREAS SHALL HAVE PROTECTIVE BARRIER FENCES ERECTED AT THE EDGES OF THE CHITOSAN LACTATE CARTRIDGE ROOT PROTECTION ZONES, AS SHOWN ON THE PLANS. 6. NO GRADING, FILLING, OPERATION OF EQUIPMENT, MODIFICATIONS TO DRAINAGE, UTILITY TRENCHES, UNDER SAMPLE PORT. DISCHARGE OF RUNOFF SHALL BE MONITORED ~ 4" HEAVY TEMPORARY ORANGE CONSTRUCTION FENCE STORY REMOVAL, STOCKPILING, STORAGE, OR OTHER ACTIVITY SHOULD OCCUR WITHIN THE ROOT PROTECTION FOR RESIDUAL CHITOSAN USING RESIDUAL CHITOSAN LACTATE DUTY TANK ZONES. FIELD TEST KIT BY DUNGENESS ENVIRONMENTAL HOSE PACLAND NTS 03/13/12 TREE PROTECTION FENCE - NON-SLOPED (425-481-0600). RESIDUAL CHITOSAN LEVELS SHALL NOT EXCEE1 D 2.0 I'PM. RAIN FOR RENT 18,000 GALLONS 12' MAX 4" INDUSTRIAL WEIR TANK ANCHOR POSTS SHALL BE HIGH VISIBLE FLAGGING, GROOVE ALUMINUM DRIVEN METAL "T-BAR" FENCE TYPICAL PIPE Q o (r } Fol 0POSTS, 9 LENGTH, TYPICAL. PROVED EQUAL S5 x c N SYSTE�PERSAL 250 GPM MAX (PERIN FROM SUMP MTANK) RAILS W/ STRIPES ON BOTH SIDES 4 PROPELLER FLOW E SANDBAGS AS 4' HIGH PLASTIC FENCE, METER o NEEDED FOR TYPICAL f =tl N N STABILITY WEIR TANK NOTES N K USE 8" WIRE 'U' TO 1. DAILY VISUAL INSPECTIONS SHOULD BE CONDUCTED AT THE DISCHARGE END OF THE WEIR TANK WHILE C) ANCHOR POSTS MUST BE SECURE FENCE BOTTOM, THE DEWATERING/TREATMENT OPERATION IS IN PROCESS. IF WATER DOES NOT APPEAR TO BE CLEAR, INSTALLED TO NO LESS TYPICAL THEN ADDITIONAL TREATMENT OPTIONS ARE TO BE IMPLEMENTED (IE. ADDITIONAL BAKER TANK, A r- THAN 2' DEPTH PRETREATMENT SETTLING BASIN, AND/OR SAND FILTER. ALSO, INSPECT CHITOSAN CARTRIDGE FOR CL NOTES: ADEQUATE FLOCCULENT MATERIAL. REPLACE CARTRIDGE AS NEEDED. U-) _ 1. PRIOR TO THE START OF CONSTRUCTION ALL TREE PROTECTION AREAS SHALL HAVE PROTECTIVE BARRIER 6' MIN FENCES ERECTED AT THE EDGES OF THE ROOT PROTECTION ZONES, OR AS SHOWN ON THE PLANS. 2. VISUAL INSPECTION OF THE OUTPUT WATER IS REQUIRED. DISCHARGE WATER MUST BE VISUALLY CLEAR. 7a 2. THE FENCES SHALL BE MADE OF POLYETHYLENE AND SUPPORTED BY T-BAR METAL FENCE POSTS SPACED A INSPECTION FREQUENCY IS AS FOLLOWS, N L CD BARRICADE(S) SHALL BE ERECTED ACCORDING TO DETAILS SHOWN. BARRICADES SHALL BE USED TO MAXIMUM OF 8-FEET APART. A. ONCE DAILY FOR THE FIRST FIVE DAYS THE WEIR TANK IS OUTPUTTING WATER. EFFECTIVELY CLOSE THE ACCESSES AS SHOWN ON PLANS TREE PROTECTION FENCE - SLOPED B. VISUAL INSPECTION TO OCCUR ONCE WEEKLY. t= TYPE III BARRICADE 6TREE PROTECTION FENCE GRAVITY FLOW WEIR TANK i PACLAND NTS R PACLAND NTS 03/13/12 NTS 04/10/12 / a> 6 c M 0 3/12 cn ,tEa , w . r�•..:.. r; � S' i, � Yw k� � Vic. .,mss p,. E 1 y Date gy-- IeyisiotI L)C' / ,, stgn d y. IsSUe' t FSS 6 1 o, 1 7/10/12 PACLAND REVISED PER TM COMMENTS MB/MD 04 06/12 081PE� / _ Walmart ® #5935-®® EROSION AND a 3 i 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS I.-TIO 1 �Y 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS MB/HD PERMIT S off 14,Zoog 7600 SW DARTMOUTH ST SEDIMENT CONTROL D-2.2 ° J DETAILS III E3y - ,H q�N L. NG 6400 SE Lake Road T (503) 659 9500 SN 20-001 091 Portland, OR 97222 F vww0.PAcL9No COM TIGARD, OR 97223 RENEWS: 12/31/12 C) 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18_ 20 12" x 12" GRATE K3-ENG-411 , Rev. 3/07 A PER ARCH PLANS BUILDING WALL CONICAL TRASH RACK TABLE OF QUANTITIES I S= &wV. ON$ DA� 7,P Prole/br.L 'V 'V1 p "! S 0 N. Nov *lot r z NaA 1 1, Y rAft '11 Na& (or) "a.mores k '(Z" ao L� 0- ;2-aawefa alnWW Meld(-A(.)R.s 75 fj Bit 1 117 f AI I S 14 1 7 57..1. 1.. .. Is*phmta,'k.P.�' . ....... a7 82 9 _iz I L.11Z J.' T.11.11. 2 4f 11x 1 6,"la l �, 2 GM t" a 14k y" 1.._.I .4 FLOW 115 W 9_.; 1 1 2 11411 1,115'1,1 ( _I V j,�ml 1, 171 j_ :144A c_ ls'�. DRAINAGE PIPE s?, 1......_ 144 1"y i F ti-_6 f I a I a . I V 1 4-0 i W 1 7 1 1 1;8� 1 IM41 45 1 dv I Y 1 17.s 1 m6 1 12110 16,7 0/91 1 JM!1� ...... ....... ....... ...... ...... B A_' FLOWo'I hp#1h4 114- I" I_;1.14.11 J ...................... DRAINAGE PIPE N 9 at 4?yw A#b�=1'ndmt m1 GY.pim mw a (wow'g it ppe) ............. ............ PLAN VIEW PLACE ONE LAYER OF BIO-FILTER )'�p Rkt, BENDING DIAGRAMS BAGS AROUND TRUCK WELL DRAINS Nal� Awl 4(pDt"s to urla 1*1e ad to IV pole to ICA� D @ocn 100,Cc, -d(&—-d hp,*ta LOADING RAMP WALL NOTES: 2 7he ftO "k wo'wli-xyta Ole ff4f ce kh,,led as o mt x froth too moy be fmwafej mol afteow to pb.,e 4p, (led ^Y 12-pe�t�o bots 4vW W�otdv 1. BIO-FILTER BAGS ARE 30"02"x9" kvKV at )�v 707 ZL 41 nXIS C&ltx 10�1�0161,g Me Kl-&V/otd �&15 of 2. BIO-FILTER BAGS MUST HAVE A MIN 6" OVERLAPXJ " 1&01 hat pert,a w plite. pest Of au //Z'10=61o,'wffi J 'Q &a A*mw Mv�&%I At,$two" /L v 40) 4f fro.-#rxk=Wwf te 0g'w aliff f�qba% ,*fi r&d xyrbat*w Jk&;,"offf ftV4 m Wosits A*otwt LOADING DOCK DRAIN PROTECTION /ow o,,om pmts OW S'pnbd ark,&V'?*eo :x more ZZILC R-RUVWX-A w sorb 10 mi-4 aro.'70'4a TRASH RACK FOR '.2-INC PACLAND NTS 04/10/12 DETAILS OF CONICAL TRASH RACK WELD SYMBOLS 10 21-INCH CORRUGATED E METAL PIPE R;S=R TRASH RACK NRCS NTS ARCH 2007 3 STRAW WATTLES F z ORANGE CONSTRUCTION STRAW WATTLES IFENCE(j 14/ _7 S --- 0 G ♦ .......... • NOT USED co ORANGE CONSTRUCTION B FENCE@ SILT FENCE 5' J-HOOK H (TYP-) ------ SILT FENCE SILT FENCE 2" X 2m X 36" WOODEN STAKES PLACED 10' D.C. SILT FENCE-----_�' 25' WETLAND EXISTING 5' J-HOOK FILTREXX SOXX (8- MIN. HEIGHT) BUFFER BOUNDARY WETLAND (TYP-) 25' WETLAND BUFFER BLOWN/PLACED FILER MEDIA WETLAND PROTECTION PLAN WETLAND PROTECTION PLAN BOUNDARY WORK AREA AREA TO BE PROTECTED NTS NITS ............. -.1 ............ . ....... LIMITS OF ORANGE ORANGE ORANGE CONSTRUCTIONDISTURBANCE CONSTRUCTION ...... ...... I. .... CONSTRUC FENCE FENCE ............. FENCE V t : I L-L I I LIMITS OF Ip ! ........_f I it mil 11' MIN. N. DISTURBANCE I I I 6 SKTM WETLAND BUFFER - - I EXISTING WETLAND WETLAND BUFFER WETLAND BUFFER EXISTING WETLAND BOUNDARY (SEE I - I - I SEE (SEE PLANS) BOUNDARY 2" X 2" X 36w WOODEN STAKES PLACED 10! D.C. BOUNDARY (SEE (SEE PLANS) PLANS) PLANS) o PLANS) SILT I SILT 0 FENCE --- ALL CONSTRUCTION ACTIVITIES ARE DARTMOUTH ST FENCE: ALL CONSTRUCTION ACTIVITIES ARE PLANTINGS FOR THE PURPOSE OF PROHIBITED IN THIS AREA. PLANTINGS FOR THE PURPOSE OF PROHIBITED IN THIS AREA. . .. .. ........ ........ PLANTINGS FOR THE PURPOSE OF DENSIFYING THE VEGETATIVE BUFFER NOTE. DENSIFYING THE VEGETATIVE BUFFER E DENSIFYING THE VEGETATIVE BUFFER TO BE COMPLETED MANUALLY. NO CONTRACTOR TO CONTACT PACLAND, PRIOR TO TO BE COMPLETED MANUALLY. NO . .. . . . . AREA TO BE PROTECTED 0 0- . .. .. .. TO BE COMPLETED MANUALLY. NO NOTE: EQUIPMENT ALLOWED IN THIS AREA. BEGINNING CONSTRUCTION, TO CONFIRM WETLAND I EQUIPMENT ALLOWED IN THIS AREA. it MIN. EQUIPMENT ALLOWED IN THIS AREA. CONTRACTOR TO CONTACT PACLAND, PRIOR TO BOUNDARY AND PROTECTED AREAS. STRAW BEGINNING CONSTRUCTION, TO CONFIRM WETLAND it MIN. BOUNDARY AND PROTECTED AREAS. 1' MIN. f MIN. WATTLE K .. ... c"I FILTREXX SOXX (8- MIN. HEIGHT) 1' MIN. 1' MIN. 1' MIN. WATER FLOW TF PACLAND cf) 6400 SE LAKE RD, SUITE 300 PACLAND WORK AREA 6400 SE LAKE RD, SUITE 300 PORTLAND, OR 97222 L.j PORTLAND, OR 97222 PH: 503-659-9500 NOTES: E,W I E LL11 11 E c"! L .... 1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS PH: 503-659-9500 CONTACT: SHAWN NGUY, P.E. 2. COMPOST MATERIAL MUST MEET BE REUSABLE AS CONTACT' SHAWN NGUY, P.E. PLANTING COMPOST. WETLAND PROTECTION SECTION A— A WETLAND PROTECTION SECTION B— B NTS NITS COMPOST SOCK WETLAND PROTECTION DETAIL 4 N.T.S. 04/18/125 FILTREXXPACLAND NTS 04/10/12 PACLAND M ,.4%6- E PRQ�-' ser, pfio, q CD t No. bat6 - By,' 'e Ply 11011 T'.M_ v� MARCH 2007 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS MB/MD 04/06/12 ' �J' 0891 P EROSION AND I�iiIIIV " : �_" z w Walmart *.# #5935-00 BY: ------------ D 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS MB/HD PERMIT G &R" SEDIMENT CONTROL D-2.3 7600 SW DARTMOUTH ST 14. 6400 SE Lake Road T (503)659-9500 Suite 300 F (503)659-2227 A DETAILS IV SN' 20-601-091 11JARDIT OR 97223 I I RENEWS: 12731/li Portland, OR 97222 www.PAcLAND.COM 1 2 3 4 56 7 8 9 10 11 12 13 14 15 16 17 18 ' a- 20 LEGEND A '90 -- / � `t 1 r,' FOUNDATION SUBSURFACE PREPARATION NOTES FOR ANCHOR PAD = \- ~ ''F ,��}1 -fir 3 �: �s✓\ ``: , _ `:\ .` 4 ` .: ` `' -" APPROXIMATE LIMIT OF PRELOAD �^ N, FOUNDATION \ ` `..�t'• �\M�.• �i1 .MY��\a��iY�^i.a�•� ms' - FOUND RACE PR PARATION APPROXIMATE LIMIT DIMPROVEMENT2.4,5 WALMART 15935 00, TIGARD,EOREGON ------------J R -3.1 JULY 2012 / - h r' I / '� % �,I l OF GROUND D 11 I 1,i1 UNDERSLAB D TEM. 1 LIMITS OF WORK: UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE PROJECT PLANS AND/OR SPECIFICATIONS THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF 1 + Izs r ' lfj ))✓ ( , l`Y `6 `"yM4y'_. ,_,,, \ �� SETTLEMENT PLATES l� \ 4 ERF�T�VFt AT 25 _ - -� D-3.1 / At `� ( \\ '--~- "" - ,~ R`= \ -J \ - TOP 181.33 THE SITE DIRECTLY BENEATH AND 10 FEET BEYOND THE BUILDING AND ALL APPURTENANCES UNLESS THE LIMITS NEED TO BE EXTENDED AS REQUIRED BY THE DESIGN OF THE AGGREGATE PIER -, :; \;\t j ' _ • IMPROVEMENTS. HEREIN, 'APPURTENANCES' REFER TO DRAWING SP1 REFERS TO THOSE ITEMS ATTACHED TO THE BUILDING PROPER, TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, '` -�' � TOP OF PRELOAD SPOT ELEVATION ( ) U 1 `� `~ = _ - PORCHES, RAMPS, STOOPS, TRUCK LOADING WELLS/DOCKS, CONCRETE APRONS, COMPACTOR PAD, ETC. THE BASE COURSE, WHERE REQUIRED, DO NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING ,s1t{11 �E1t < < L '# O RI \ /' \` \�,\\` �' y -':'„ - -- ' i+ �"—t "-` 1 `��, -- -, `\ "--• a p WICK DRAIN INSTALLATION AREA 6 AND APPURTENANCES. THE LIMITS OF THE TOP 0 THE PRELOAD EXTEND ONLY 5 FEET BEYOND THE BUILDING AND APPURTENANCES. / w II '/I \V' ;`r ; 'R''�c9 L'� t' ti ,�. j /,moi- �, ' w I \; _ --=- -^ ♦' `\Tg CLEARING AND STRIPPING: EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW-GRADE STRUCTURES SHALL BE REMOVED FROM THE LIMITS OF WORK. TOPSOIL SHALL BE STRIPPED TO A DEPTH OF 6 ' 11 , ° I � 11 y / - - t- _ \♦ INCHES BELOW THE EXISTING GRADES. PROOFROLL THE EXPOSED NATIVE SUBGRADE. REMOVE AND REPLACE UNSUITABLE AREAS WITH SATISFACTORY FILL MATERIAL. ALL CLEARING AND STRIPPING SHALL I'� -,}. i� �. ,\r \�,__'-_,_ " "'..% �, �..:> i ,4'-,...,, � � ,♦ , 11'I 1�1 ��- 1�'{'��1+�F t.-4 �t ''� J /i�`�♦ ``,,, ``♦``�;, - �-""""--••--.,,, ' BE COMPLETED IN ACCORDANCE WITH SPECIFICATION SECTION 0230. (,yfy �`, REMOVE BURIED STEEL SEPTIC TANK, __ ` I !.~, LOCATION IS BASED ON MAGNETIC f ;' EI(ISIING * _,�, h 1 1 jr - --- --.----- 1 \ i CUTTING AND FILLING: THE EXPOSED NATIVE SUBGRADE SOIL SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. ORGANIC-RICH SOILS OVER 3 cP t L, + I, 1 ,,{ ` t 1 ANOMALY EVALUATION BY TERRACON, WETLAND I;'F , +In1 ry't „ + /�/,• - \ �,� ___ _ -: ^, 1 ' \, I "�•. DATED 6/5/12. PERCENT ORGANICS BY DRY WEIGHT) SHOULD NOT BE RE-USED AS SATISFACTORY FILL MATERIAL. ESTABLISH AN 1NTERIM SUBGRADE' BY PLACING AND COMPACTING A MINIMUM OF TWO FEET OF CRUSHED ' V z '' `,, r , ,•\ / I{ ,},} ,I71 , I , f r ,r r ,r ! f+.. ! t , ,\ ,, _. ♦,�` t , ^.__ - __-� r1, x , ,f} R (},Jf I r1 �1•„ ; 1`I'0 ':;,,.•,,,;,,,I� , AGGREGATE BASE COURSE MATERIAL IN ACCORDANCE WITH SPECIFICATION SECTION 0230. THE INTERIM SUBGRADES SHALL BE CAPABLE OF SUPPORTING CRANES AND HEAVY EQUIPMENT. ;i Jf }}+} tI `b - Q di ` 1, WIZ) OF SUBSURFACE ---------- c tt t !f + ` r 7f}t :I'al l } ti//PKPARA1>ON AND OROUN ro t \ r-_----_-- { T t I --__.____.__ _ „• ., `: ' \ ' `, 1' ; I _ "` AGGREGATE PIERS INSTALL AGGREGATE PIERS WITHIN THE LIMITS OF WORK, AT A MINIMUM, AS SPECIFIED IN THE AGGREGATE PIER SPECIFICATIONS 02360 AND THE AGGREGATE PIER PLANS THE J,lI}� Y;t , a f IMFROVE�IENTS. \ , TOE OE PREtBADv, w1 1 f AGGREGATE PIER IMPROVEMENT AREA MAY EXTEND BEYOND THE LIMITS OF IMPROVEMENT AS DETERMINED BY THE AGGREGATE PIER CONTRACTOR DESIGN. AGGREGATE PIERS MUST PROVIDE A MINIMUM NET �0 -efFEL9AD ALLOWABLE BEARING PRESSURE OF 3,00 PSF AND A MAXIMUM TOTAL AND DIFFERENTIAL SEISMIC INDUCED SETTLEMENT OF 2 INCHES. MAXIMUM TOP ELEVATION OF THE FINISHED AGGREGATE PIERS SHALL AT 1.0% !, c";% ''Ii' j P"!;` f`Z. -; 1{ - I _ r`; $ ", j J J = ^ BE A MINIMUM OF 2 FEET BELOW THE BOTTOM OF FOOTINGS AND FLOOR SLABS. FOLLOWING COMPLETION OF AGGREGATE PIER INSTALLATION, THE SURFACE SHALL BE STRIPPED OF DISTURBED AND LOOSE jj) 1' 1 XSOILS TO RE-ESTABLISH THE INTERIM SUBGRADE IN ACCORDANCE WITH THE SPECIFICATION SECTION 0230.• /�^ ~ ,I J 'J- $� t `��, 1r "`^- f ` ' ' '~ \•• ' �� \ �""' ___ SETTLEMENT MONITORING PLATES: INSTALL A MINIMUM OF 18 SETTLEMENT PLATES ON THE INTERIM SUBGRADE AS SHOWN ON THE PLANS IN FOUR EQUALLY SPACED ROWS ACROSS THE BUILDING AREA. l I , IE:~'YOI I. TM',I ! „� !!' , ,a J ' a a `.RI It ' 'a , 1 i % ,'r /` `Y n^ ^^^, .,�'"y ,i ?T1"*�: � s\, Y!Y __ .-_. _ `,\`�, 't \ \.,. ` \� , ', + ` i , f,/ , t j, /` -``--'� � � '`, 3 _ _ � ♦ „ \ t \ y -r-•-_ � THE SETTLEMENT PLATES SHALL BE SURVEYED TWICE A WEEK FOR THE FIRST MONTH BEGINNING AT THE TIME THE PLATES ARE INSTALLED AND THEN ON A WEEKLY BASIS THEREAFTER. SURVEY DATA ^ �l'! `,.l a !a Ll � � f M,n� � ^ � -h �, Y ,,,4, I .�•,(�"I, , SHALL BE SUBMITTED TO THE CIVIL ENGINEER CONSULTANT D THE GEOTECHNICAL ENGINEER CONSULTANT A WEEKLY BASIS. L� 0'� /^ ,�- ,t.`1�� a ar„ p�p , r.R / f; t /iji1�_ = .� �� '. �,� �--�` "''tee-., .>�.. x �.. r` '` \ ° t\, ^ '1 ♦,...' " .'�---_'_.-_.`.'1'� NT (CEC) AN NT (GEC) ON A P AT'OU A r,+,�,t' {, __ t O i ""x' /� //�f=~ " z: k n..r 1,.,.. ._ SI,:\\~,;�i ' 1 i++'+}' +1 + d - '(3' .-- Jt"} ✓ '--%'/`/ !� '^+`W�"`'"• ^-, '�l ._:.. " ' • `�,\ _, ` \ --•-tit( + }} t� SUBFLOOR DRAINAGE LAYER: FOLLOWING INSTALLATION OF THE SETTLEMENT MONITORING PLATES; PLACE AND COMPACT 18-INCH THICK LAYER OF UNDERSLAB DRAINAGE FILL IN ACCORDANCE WITH ~ ,'_ aq+ '� / �t�ir , --- �,\\\♦ :ry Ka,. rlSfdk y 1 rv, z., =1, , `,. "^',.�� p p CH 1 �`A / p `��\\\ „ w x d, F _' 4, -� t WB-URAINAGrE.$YSCEbI ry -� SPECIFICATION SECTION 0230 AND INSTALL PERFORATED DRAIN PIPES AND HEADER TIGHTLINE PIPES AS SHOWN ON THE DRAWINGS. lT g o cr O cs to o 0 o I, t a��' -- S� P tw „+, O O O1 C? O fl a ,`, , ;'. , - l ( �;, PVC`AT 54 O.C{ !� 11 O Ck fl fl fl fl fl .ri ZW>;�lglrr, T. 11, BUILDING PAD AND SUBBASE: FOLLOWING INSTALLATION OF THE UNDERSLAB DRAINAGE FILL PLACE AND COMPACT SELECT FI MATERIALS IN AC WITH SPECIFICATION T „ } O O a a 0 J. � a O O al+, _ - w OR 181: tt" 78 _-- __ '\ , -z E C LL TER ACCORDANCE TH S ECIF CATION SECTION 02300. ESTABLISH ,� . 'F' 0 � 'a a a a 1 Ildta? r ' -:. cDl rtr ♦, ,tt1R„ ,�-- '.. `x.._.>' - ©p p p pyp`p a t} . >ry� p p p 111 , I� x ,r rd �j ,+ "\ a THE SURFACE OF THE LIMITS OF WORK TO THE 'FINAL SUBGRADE" ELEVATION. A MINIMUM 24 INCHES OF SELECT FILL IS REQUIRED UNDER FOOTINGS AND FLOOR SLAB. WITHIN THE UPPER MINIMUM 20 p p Cy_ ,rr a 0 a O 6,I1;+ z E, r, "4 0.5%)MIN 0.5%'MMI 1 n t\ ,o\r\\'.: c------ U -„ fl 0 0 1 �� - _ ,, f INCHES OF THE FINAL SUBGRADE, PLACE AND COMPACT SUBBASE MATERIALS IN ACCORDANCE WITH SPECIFICATION SECTION 02300. THE BUILDING PAD SHALL THEN BE PRELOADED, AS SHOWN ON THE 0000 p p O O O t } 1' Z E ;C \, `` , PROJECT PLANS. THE NET SURCHARGE FROM THE PRELOAD SHALL BE AT LEAST 250 POUNDS PER SQUARE FOOT. THE PRELOAD SHALL REMAIN UNTIL SETTLEMENT IS COMPLETE ACCORDING APPROVAL `♦ f lT' r'f +1 1 , fl a a a . .S ^ r ,�, ♦♦ A'�, __-�, FROM THE CEC AND GEC. FOLLOWING APPROVAL REMOVE THE PRELOAD TO ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB AND BASE MATERIAL. REFERENCE C a s 4+ a a - a O 0 O fl CIJ f� a (}a O O ry+O O O O a O a O ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB THICKNESS. 0 fl O O a O O O F ,. ,Yi p ."' w,; +? I R O 5^ y °" ,t 1 t [„ -^-s '0, s 10 0 a a a a a a � ,, ,,,; I ~r qI 1RIb0E ? ,,, ,1 f a a a s a s a a a yr., ? . . :':,_. ....r,. O {k 0 Q 0 0 FOUNDATION SYSTEM: THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD FOOTINGS AT WALLS. THE MAXIMUM ALLOWABLE STATIC BEARING PRESSURE a +,t�a apfl sa 1� �•,. `11 , 1 iii( i �,^" , `,•` O a a O O O O 0 �,, I r z . I ) ,} ,1, ' SEE ESCP SWPPP SHALL BE 3,00 PSF. 00fl Cd1000,paa0 ♦a O+ 000r , , •' T Ir � , �., ' _q;i/,',lj\r, + ill, A 1, v O fl a Cy a OQ a O '♦, SITE MAPS FOR O , a 0 a CS" t3"t O O , ,z>,` t ; rl n \ ;tib ,.., POND INFORMATION BASE COURSE: WITHIN THE STRICT LIMITS OF THE BUILDING AND APPURTENANCES, PLACE A MINIMUM 4" THICK BASE COURSE MATERIAL OVER THE COMPLETED 'FINAL SUBGRADE" TO SERVE AS A BEARING 0 O Q'n 0 a O 0 O '4 0 0i .�..." ,*?•,tl, „ o r .,.,, , p p t O�O O 0 0 •Q O a t' CHbf� FAD,1 {;; \ - ?= =<"' LAYER, LEVELING LAYER, AND CAPILLARY BREAK FOR THE OVERLYING CONCRETE FLOOR SLAB. THE BASE COURSE MATERIAL SHALL CONFORM TO THE REQUIREMENTS PRESENTED IN SPECIFICATION SECTION ~~ }rrr VII t 11111 t "" ' T ` ===`"`=` ,�' 02300. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. COMPACT AND FINE-GRADE THE BASE COURSE TO A DENSITY AND zV , , +t, , a a y ,0 � fl O O c� a � 1 I 't r --~ lJ/ /) 11 %��t } \,� O O O O fl + O fl a fl 0 a p BUILDING FO�TPRINT. " - ` / V' t fl O O fl' O O O O a W IT.l O' °,9 t?' i' II i t r...,., r♦, ,.�, a O O O � O O 0 0 a} 0 O'� ¢f "� ��1$.,' ,#;� „ r•''"1 I 'i I I : I I � '" ,, ,, ♦,� SMOOTHNESS THAT SATISFIES THE REQUIREMENTS LISTED IN SPECIFICATION SECTION 0230. ANY PROPOSED EQUIVALENT ALTERNATIVE BASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS 0� O 0 O 0 / ' .: �' , " t t AFTER AWARD OF CONTRACT. ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE OWNER'S CONSTRUCTION MANAGER, CEC AND AOR. IF NECESSARY TO ACHIEVE THESE a o O g o �� 05 a 0 0; rb I TOP 182.30 " O 0 `, \ a G a b _ I I \ I \ •\,r-- FINE-GRADING TOLERANCES AND THE SPECIFIED TOP ELEVATION, THE CONTRACTOR MAY FILL IRREGULARITIES IN THE BASE SURFACE WITH UP TO 3/4 INCH OF AGGREGATE CHOKER MATERIAL PER E t ` _ �`$ '^',Afl L��` _ � MIN �� ° �"L'' '" �---~-., SPECIFICATION SECTION 02751. f a r �� 0 0 a C , -_.r VALLEY 0.5--%MIN ' \ , .�.p a { ... ' }'aa'11,'. Ca ;t�;E it } � b : , ti, M t i } ' r^• r yd a £i � _ .I I TOP 181. 3 , � � WET-WEATHER CONSIDERATIONS: THE CLAYS, SILTS AND SILTY SANDS ENCOUNTERED AT THE SITE ARE VERY SENSITIVE TO DISTURBANCE WHEN WET. IF THESE SOILS BECOME WET AND UNSTABLE, THE -,r' I ♦,, `, A, ! a fl fl �4 �-. _ �' `._' `p. , "rtm n: I f 1 ` „I ) I ,iii i 1 .,,� , ' - T 0 fl a 0 6? 6� 0 0 C}avk�a 00\ q r /�: �, CONTRACTOR SHOULD IMPLEMENT MEASURES TO MINIMIZE CONSTRUCTION DISTURBANCE. THIS COULD INCLUDE MEASURES SUCH AS REROUTING TRAFFIC, USING LOW-PRESSURE (TRACKED) EQUIPMENT, _ f ',/11 ~� 't: ` AND/OR PLACING GEOTEXTILES. REMEDIATION AND STABILIZATION OF DISTURBED SUBGRADES SHALL BE PERFORMED IN ACCORDANCE WITH SPECIFICATION SECTION 02340. fl,pfl0fl00000 0fla •. , � }/ } %'};%%' , ' `` THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN CASE OF CONFLICT INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE p p �'+, 'S44 .' '`,, / ` , 0 O } F li, `., I „f, f OVER THE RETAILER SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL REPORT LIMITS F " `,a 0 O 0 ` T � 1 . ...TOP 182.40 t i 1; ' 'I 1 I }E l}' j '' • ;'I 1 PREPARED BY TERRACON, DATED JULY 2012 (GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS H� A CONSTRUCTION SPECIFICATION). LMTS OF SUBSURFACE i I s _,.:•+ of } ,I „ . G PREPARATION AND GROUND_____ --�}a p 0 a p T , '., f �., I },J,•,(r! �g ; .I ' O O 1 ®sem— _ RIDGE PROVEMENTS. NO UNDERSLAB O O� 0 0 , r ,,, `.,�! . :.� c ��_ \ � AINAGE LAYER NECESSARY. p a O 1' a z •{; � }I(I}1,'� '` TOP 161 1 FOUNDATION SUBSURFACE PREPARATION NOTES FOR RETAIL PADS #1 AND #2 ) tt , .I �, l a a 3 l `"? • ,,,•_,„``` � \ `, \..., /', � I 1 I 1 I � I I F,1 } } i}}'}J/} i_ -_�"._1 � ' t, t; '"'' -- - � 1,� " .. ; \ ,, t 4 \ .cawa�Q^K I 1 'J C�'D[ `:(i� i } ',+„' • 1 t , f/'j ♦ 1 l,i1f,♦� `�l \ f _” \,t��`♦ r` `r�� \ ' 3.1 a O a 0 XD1 �O F 1 I : a �: r. - t }\ , j / \ f„ „`�,._=`�•',7• • !,/', - -,, \ }�q,�y, 0.5% MIN 1 0.5% MIN 1 ' , I ° , , ,)}} ',+1,} • I!f/ - 1` / \1 1 fl fl V••'. O a a O a� }(ISTCC 6�(} 1`, '/}II}�^ '/;'}^ 5;,! %r- A:l • 222 ` \ O p a p a a a O 0 a p a 0 0 I 115' FOUNDATION SUBSURFACE PREPARATION FOR OUTLOT RETAIL PADS #1 AND #2 ING WETLANq' I 1 , �]� t }�;t',(t, r}f�,l} J�},�✓,�f1 int ,♦� 'It�)�,F \. -�, I�f� } a 0 - © 0 t ,l"�' WAI.MART 5935-00, 11GARD OREGON , ,fl"✓1, J/{"11111 r, , ' ' _` \ G1- - i:7"`-Q 193 t-- - -1 ~tom 186 Y— t -{1 r , , ,,,t , "�J .11lt{, 'f1 Et t tf°C ` , 1 ZS a iv 0 O a -q d 3E. 1175:fi1 TOP 181 33 II J 1'ii�ii4' i I \ 1 1 ` r�, , ,n I,+',',If,+,trr7, 0 t� O a 1 „ JULY 2012 r { ,��,' ( ; f EI+' ',€ f',�I,f _ "� ` 1 o fl 0\ 1 }11�'�," ; __ (}%, ,b IFA1R/iF +`:. !, , 1 { paflQ-- Og00 0P 18133 - :.' I ,11 1,,; , r -- 1 TOP1181.33 I „tl, t H �� 0 t, ( " / ♦, Ig1 1 , ui, TII,III ♦ , t " " LIMITS OF WORK: UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE PROJECT PLANS AND OR SPECIFICATIONS THE LIMITS OF THIS SUBSURF PR PARATI R I T TH T P TI F TH ACE E ON A E CONSDERED 0 BE A OR ON 0 E } , otlllI \� j 1 a a I" _ 1 L_ - -- - IDL'N81.33 r ' / 1,1,11 ,1 / i ` f �i iillilltti!I,slj' } Jj`&. \ ' 1 ' , , _ a °° ; b ( ( 8 1 1 (a fppl fl 0 _' f JSITE DIRECTLY BENEATH AND 10 FEET BEYOND THE BUILDING AND ALL APPURTENANCES UNLESS THE LIMITS NEED TO BE EXTENDED AS REQUIRED BY THE DESIGN OF THE AGGREGATE PIER IMPROVEMENTS. O 0 0 0 . s }L+---!}1lttit%t,,W'1y<�� IT J, t=, 4j , 1 , , l .„,gkWi -,� y+ __ __.SllZ3'L�'"' '�_____ S...L_ __ I TI 4_ jh 11 , '\ / ' /r3 0 0 C> 0 " --- ---- - -- t +" HEREIN, 'APPURTENANCES' (REFER TO DRAWING SP1) REFERS TO THOSE ITEMS ATTACHED TO THE BUILDING PROPER, TYPICALLY INCLUDING, BUT NOT LIMITED TO THE BUILDING SIDEWALKS, PORCHES, RAMPS, ?ii"TJ: , n` W .C.? `,d 0 a a a a a a `a fl '_""' ""' "--`'---------_ - .,,' �`� (•' --` ` \�\�~ J a' ~ •¢ --.i- X. TO QF PRELOAD ' � � } - STOOPS, TRUCK LOADING WELLS/DOCKS, CONCRETE APRONS, COMPACTOR PAD, ETC. THE BASE COURSE, WHERE REQUIRED, DO NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND \ z; fl fl 20 115 nr",fr I ----- I '` ' APPURTENANCES. - ` 105 LF 6�'R1(C -----..--'""~ .._ --------__ _ `\♦ - _- -~ �' ,e I} ,,;it ,\ . ._,•-__ -'"`..` _ _-- �- . -- _ -105 LIF 6 'F MK.__ - -------- j, CLEARING AND STRIPPING: EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW-GRADE STRUCTURES SHALL BE REMOVED FROM THE LIMITS OF WORK. TOPSOIL SHALL BE STRIPPED TO A DEPTH OF 6 ,_,._�� '``:�." ''. -��-- - - - - ,..,.. _..^ - ^_ .,,.,.-____"'»___-" ...'...,.__.. ....._- ..rr=r�c�cr�.-.crr.: _._.. .-'� ,.'%/`, �� _ _ _s---- - , r INCHES BELOW THE EXISTING GRADES. PROOFROLL THE EXPOSED NATIVE SUBGRADE. REMOVE AND REPLACE UNSUITABLE AREAS WITH SATISFACTORY FILL MATERIAL. ALL CLEARING AND STRIPPING SHALL BE r 0 ----_- -- -- - - - - - -- - — --=__- - -_-- _ - - ___» w ^. = ,__^ r-a.==-= , ' ' 1 COMPLETED IN ACCORDANCE WITH SPECIFICATION SEC11ON 02300. BUILDING F RINT ""_ _ _ r:: =z "` ==_: __ -== = -- - --=' _ __-- _. ._.._.._.._.._.._.._.._.._.._�._.:�.:_. rt.�..��..�..�.. CUTTING AND FILLING: THE EXPOSED NATIVE SUBGRADE SOIL SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. ORGANIC-RICH SOILS (OVER 3 OUTFALL IE: 164.00 BUILDING FOOTPRINT. EXISTING WETLANp ' INSTALL 6'x10' CLASS 100 RIPRAP ,\ EXTEND GROUND IMPROVEMENT PERCENT ORGANICS BY DRY WEIGHT) SHOULD NOT BE RE-USED AS SATISFACTORY FILL MATERIAL ESTABLISH AN INTERIM SUBGRADE' BY PLACING AND COMPACTING A MINIMUM OF TWO FEET OF CRUSHED D-3.1 GRID 10' BEYOND FOOTINGS AND ROCK BASE COURSE MATERIAL IN ACCORDANCE WITH SPECIFICATION SECTION 02300. THE INTERIM SUBGRADES SHALL BE CAPABLE OF SUPPORTING CRANES AND HEAVY EQUIPMENT. PAD AT OUTFALL BUILDING APPURTENANCES. AGGREGATE PIERS: INSTALL AGGREGATE PIERS WITHIN THE LIMITS OF WORK, AT A MINIMUM, AS SPECIFIED IN THE AGGREGATE PIER SPECIFICATIONS 02360 AND THE AGGREGATE PIER PLANS. THE AGGREGATE GENERAL NOTES PIER IMPROVEMENT AREA MAY EXTEND BEYOND THE LIMITS OF IMPROVEMENT AS DETERMINED BY THE AGGREGATE PIER CONTRACTOR DESIGN. AGGREGATE PIERS MUST PROVIDE A MINIMUM NET ALLOWABLE o J FEET BEARINGFBELOW THE BOTTOM OF ANDFLOOR PRESSURE OF 3,000 FFMAXIMUM TOTAL SLABFS�RFNOLLOWING CSEISMIC OMPLETION OF AINDUCED GGREGATE PIERINCHES. NSTALLATION,MAXIMUM THEPSURFACEOSHALL OF �BEFSTRIPPED OF DISTURBEDPIERS ANDSHALL LOOSEASOILSMINIMUM TO a 1. REFER TO EROSION CONTROL PLAN FOR THE INFORMATION REGARDING THOSE ACTIVITIES. THE CONTRACTOR IS RESPONSIBLE FOR OF GROUND IMPROVEMENT/PRELOADING SEQUENCE OF CONSTRUCTION THE RELOCATION AND REMOVAL OF ALL EXISTING UTILITIES THAT CONFLICT WITH THE PRELOAD OF THE BUILDING PAD. RE-ESTABLISH THE INTERIM SUBGRADE IN ACCORDANCE NTH THE SPECIFICATION SECTION 02300. 1. STRIP SITE (BUILDING PAD AREA) A MINIMUM OF 6" BELOW EXISTING GRADES OR AS REQUIRED TO REMOVE ALL TOPSOIL. COORDINATE WITH THE GROUND 2. REFER TO SURVEY FOR PROPERTY LINE INFORMATION, BASIS OF BEARING, BENCHMARK AND DATUM INFORMATION. IMPROVEMENT CONTRACTOR TO ESTABLISH A FUNCTIONAL WORKING PAD IN PREPARATION OF GROUND IMPROVEMENT ACTIAIIES. BUILDING PAD AND SUBBASE FOLLOWING INSTALLATION OF THE AGGREGATE PIERS, PLACE AND COMPACT SELECT FILL MATERIALS IN ACCORDANCE WITH SPECIFICATION SECTION 0230. ESTABLISH THE E 3. REFER TO SURVEY FOR TOPOGRAPHIC AND GROUND CONTOURS. 2. INSTALL 2' THICK WORKING PAD PER PROJECT SPECIFICATIONS. SURFACE OF THE LIMITS OF WORK TO THE FINAL SUBGRADE' ELEVATION. A MINIMUM 24 INCHES OF SELECT FILL IS REQUIRED UNDER FOOTINGS AND FLOOR SLAB. WITHIN THE UPPER MINIMUM 20 INCHES OF THE FINAL SUBGRADE, PLACE AND COMPACT SUBBASE MATERIALS IN ACCORDANCE WITH SPECIFICATION SECTION 0230. REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB 4. GRADE ALL SURFACES TO DRAIN. 3. INSTALL AGGREGATE PIERS AT GRADE. THICKNESS. 1 N K 5. SEE GENERAL NOTES ON COVER SHEET. 4. INSTALL SETTLEMENT PLATE MARKERS. FOUNDATION SYSTEM: THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD FOOTINGS AT WALLS. THE MAXIMUM ALLOWABLE STATIC BEARING PRESSURE N SHALL BE 3,000 PSF. 5. INSTALL UNDERSLAB DRAINAGE PIPES AND DRAIN ROCK ACCORDING TO THE GROUND IMPROVEMENT DESIGN PER EACH BUILDING. LOCATION OF DRAINAGE PIPE TO BE COORDINATED NTH BUILDING COLUMN FOOTINGS/FOUNDATION PLANS TO ENSURE PIPE IS NOT DAMAGED DURING THE CONSTRUCTION OF N COLUMNS/FOUNDATIONS. BASE COURSE: WITHIN THE STRICT LIMITS OF THE BUILDING AND APPURTENANCES, PLACE A MINIMUM 4' THICK BASE COURSE MATERIAL OVER THE COMPLETED 'FINAL SUBGRADE' TO SERVE AS A BEARING LAYER, LEVELING LAYER, AND CAPILLARY BREAK FOR THE OVERLYING CONCRETE FLOOR SLAB. THE BASE COURSE MATERIAL SHALL CONFORM TO THE REQUIREMENTS PRESENTED IN SPECIFICATION SECTION `o 6. FILL TO BOTTOM OF BUILDING PAD BASE COURSE ELEVATION AT THE BUILDING PAD PER PROJECT SPECIFICATIONS. 02300. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. COMPACT AND FINE-GRADE THE BASE COURSE TO A DENSITY AND 3 SMOOTHNESS THAT SATISFIES THE REQUIREMENTS LISTED IN SPECIFICATION SECTION 0230. ANY PROPOSED EQUIVALENT ALTERNATIVE BASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS 0 7. ADD PRELOAD MATERIAL (ANCHOR BUILDING ONLY) TO LIMITS SHOWN ON PLAN. PRE-LOAD FILL MATERIAL SHALL PROVIDE A NET SURCHARGE OF 250 PSF AFTER AWARD OF CONTRACT. ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE OWNER'S CONSTRUCTION MANAGER, CEC, AND AOR. L AND BE LEFT IN PLACE UNTIL SETTLEMENT IS COMPLETE (ASSUME APPROXIMATELY 10 WEEKS). THE TOP OF THE PRELOAD SHOULD EXTEND A MINIMUM OF 5 FEET BEYOND THE LIMITS OF THE ACTUAL BUILDING AND APPURTENANCES, AND BE SLOPED DOWN AT A MAXIMUM ANGLE OF 1H:1V. WET-WEATHER CONSIDERATIONS: THE CLAYS, SILTS AND SILTY SANDS ENCOUNTERED AT THE SITE ARE VERY SENSITIVE TO DISTURBANCE WHEN WET. IF THESE SOILS BECOME WET AND UNSTABLE, THE 5 N ® 8. CONTRACTOR TO COORDINATE WITH THE PROJECT ENGINEER AND ENGINEER'S SURVEYOR TO SURVEY SETTLEMENT PLATES, BOTH DURING PLACEMENT AND AT CONTRACTOR SHOULD IMPLEMENT MEASURES TO MINIMIZE CONSTRUCTION DISTURBANCE. THIS COULD INCLUDE MEASURES SUCH AS REROUTING TRAFFIC, USING LOW-PRESSURE (TRACKED) EQUIPMENT, AND/OR a LEAST ONCE A WEEK AFTER PLACEMENT OF ALL SETTLEMENT PLATES, UNTIL SETTLEMENT IS COMPLETE. PLACING GEOTEXTILES. REMEDIATION AND STABILIZATION OF DISTURBED SUBGRADES SHALL BE PERFORMED IN ACCORDANCE WITH SPECIFICATION SECTION 02340. 0 9. REMOVE PRELOAD MATERIAL TO BOTTOM OF BUILDING BASE COURSE. IF PRELOAD MATERIAL MEETS SPECIFICATIONS FOR USE AS PAVEMENT SUBBASE, MOVE THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE PRELOAD MATERIAL TO PARKING LOT AND USE AS PAVEMENT SUBBASE; OTHERWISE, DISPOSE OF REMAINING PRELOAD MATERIAL AS NECESSARY. CONTRACTOR OVER THE RETAILER SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL REPORT PREPARED Know what's below. 0 60 120 TO MEET ALL LOCAL CODE REQUIREMENTS, INCLUDING ACQUISITION OF NECESSARY PERMITS FOR ALL MATERIAL DISPOSED OF OFFSITE.. BY TERRACON, DATED JULY 2012 (GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION). M Call before you dig. (IN FEET) E ` :�k�,,�R R'Li^� Fve PCE, y By Revision Descry .,tio . , 1 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS KCS 04 06/12 0891P : : 0 `2v u, O , #5935-00Walmart PRE-LOAD AND GROUND 2 8/7/12 PACLAND REVISED PER 1YWD COMMENTSOilM-1111 D-3\0 0 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS KCS PERMIT v°N °o0 7600 SW DARTMOUTH ST IMPROVEMENT PLAN v a, J E 4,2 G� 6400 SE Lake Road T 503 659-9500 TIGARD OR 97223 Checked " ' �tA81�rt N8 F y4W N ( ) Suite 300 F (503) 659-2227 SN 20-001-091 RENEWS: 12/31/12 Portland, OR 97222 www.PAcLAND.COM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 � 9 20 A NOTE: TOPOGRAPHY OF EXISTING GROUND VARIES GREATLY OVER THE SURFACE OF THE BUILDING PAD. CASING MEASUREMENT ROD 2 INCH DIA PIPE CUT/FILL WILL BE REQUIRED TO ESTABLISH A 1/2 INCH DIA PIPE (SET ON PLATE, NOT FASTENED) FUNCTIONAL WORKING PAD. OR REBAR INTERIM SUBGRADE (IS) 175.50 BLDG. FIFE 180.00 CONC. FLOOR SLAB B PRELOAD MATERIAL AND BASE COURSE 2' WORKING ` ' MATERIAL SETTLEMENT PLATE EXISTING GRADE X174 PAD FlLL(PRELOAD) /\\y\\ BUILDING SUBBASE, 16"x16"x1/4" NATIVE SUBGRADE 173.50 NECESSARY TO \\��`� SELECT FILL COUPLING WELDED ACHIEVE FINAL & UNDERSLAB DRAINAGE 6" MIN. STRIPPING. TO PLATE SAND PAD IF NECESSARY SUBGRADE ELEV. 10' MIN (TYP) TO THE 10 MIN (TYP) TO THE MIRAFI HP370 FABRIC EXCAVATE OR FILL AS INTERIM SUBGRADE EXTENT OF GROUND EXTENT OF GROUND NEEDED TO ESTABLISH INTERIM SUBGRADE 2' WORKING IMPROVEMENTS IMPROVEMENTS BOTTOM OF WORKING PAD '''''''`'• °'''`' ""' '°:`t;' ._. NOTE: REFER TO SITE SPECIFICATION LIMIT OF BUILDING SLAB XIS m PAD 02300 FOR ACCEPTABLE AND APPURTENANCES 1. EXISTING CONDITION ION NAnyE SUBGRADE G 5' MIN 5' MIN PRELOAD FILL HEIGHT (H) TO BE DETERMINED BY THE SATISFACTORY FILL MATERIAL PRELOAD MATERIAL UNIT WEIGHT IN ORDER TO ACHIEVE A R (TYP) 0.5% MIN. 0.5% MIN. ( ) MINIMUM NET SURCHARGE LOAD OF 250 PSF (SPOT 3. AFTER SURCHARGE NOTES: TOP OF PRELOAD (TP) = GRADES SHOWN ON PRELOAD PLAN ASSUME MATERIAL INSTALL GROUND AFTER Cfi �7Vf1 fl/1R\+C 1 INSTALL N TOP OF OD AND AT ADJACENT G OUND DD OR N SANDOR PLACEMENT OF ANY STABILITY. TAKE INITIAL READING (SEE PLAN) CONCRETE ASE COURSE _ �FLOOR SLA '"` -0G FSE-100 1 UNIT WEIGHT=125 PCF / PRELOAD H=2.0') IMPROVEMENTS FINAL SUBGRADE = BOTTOM OF BASE COURSE - 1 2. FOR EASE IN HANDLING, ROD AND CASING ARE USUALLY INSTALLED IN 5-FOOT SECTIONS. AS FILL PROGRESSES, \C\,,:� \ r r\\, \; ` \/',r, % \ ,/, -\ PRELOAD COUPLINGS ARE USED TO INSTALL ADDITIONAL LENGTHS. CONTINUITY IS MAINTAINED BY READING THE TOP OF THE MIN. 4" PERFORATED RIGID PVC PIPE \rj`� �,\`1�\r�\�;\'r`l, ,;,\ X1;1; l \\ �r 20" MIN. SUBBASE LAYER MATERIAL REMOVE PRELOAD MEASUREMENT ROD, THEN IMMEDIATELY ADDING THE NEW SECTION AND READING THE TOP OF THE ADDED ROD. BOTH SPACED 50' O.C., ROUTED TO \\�l\� \ %�\\lf\ i fti,ti \r1�tr\ ,\lir,, \\,1 READINGS ARE RECORDED. DISCHARGE LOCATION, (SEE SITE PLAN) / AGGREGATE PIERS ' /SELECT FILL LAYER ED ATTOP SETTLEMENT PLATES TOP OF UNDERSLAB DRAINAGE LAYER \ \ BUILDING SUBBASE,SE, . KING PAD SELECTFI ,3. RECORD THE ELEVATION OF THE TOP OF THE MEASUREMENT ROD AT THE RECOMMENDED TIME INTERVALS. RECORD THE ELEVATION OF THE ADJACENT FILL SURFACE EVERY TIME A MEASUREMENT IS TAKEN. aoaa 18" UNDERSLAB DRAINAGE LAYER & UNDERSLAB DRAINAGE 000 0000_ 0000000000000000 ooc0aoac0a0oe INTERIM SUBGRADE (IS) a c a a o o a r.%,s ^^* 0 0 0 0 ^ o 0_0 0 0_01c INTERIM SUBGRADE / \\ EL=175.50• 4. RECORD THE ELEVATION OF THE TOP OF THE MEASUREMENT ROD AT THE NEAREST 0.01 FOOT (OR 0.005 FOOT IF ) )M POSSIBLE). RECORD THE FILL ELEVATION TO THE NEAREST 0.1 FOOT. EXISTING GRADE 2' MIN. WORKING PAD 2' WORKING 5. THE ELEVATIONS SHOULD BE REFERENCED TO A TEMPORARY BENCHMARK LOCATED ON STABLE GROUND AT LEAST 100 NATIVE SUBGRADE BOTTOM OF WORKING PAD pqp EL 173.50 NATIVE SUBGRADE E FEET FROM THE AREA BEING FILLED. 6` MIN. STRIPPING. 1 ,`; MAXIMUM TOP ELEVATION OF 6. PROTECT SETTLEMENT PLATES FROM DISTURBANCE. EXCAVATE OR FILL AS AGGREGATE PIERS AGGREGATE PIERS SHALL BE NEEDED TO ESTABLISH SPACING TO BE { AT TOP OF WORKING PAD 2. AFTER GROUND IMPROVEMENT INSTALLATION BOTTOM OF WORKING PAD DETERMINED BY AGGREGATE PIER SETTLEMENT PLATE DETAIL INSTALL GEOTEXTILE FABRIC AS REQUIRED DESIGN-BUILD CONTRACTOR TO MEET PRELOAD SEQUENCE ANCHOR PAD PACLAND NTS 1 BY GROUND IMPROVEMENT CONTRACTOR PROJECT SPECIFICATIONS PRELOAD SECTION ANCHOR PAD PACLAND NTS 3 F PACLAND NTS FILL MATERIAL, PLACED UP TO BOTTOM OF PAVEMENT BASE COURSE ELEVATION. UPPER 9" SHALL MEET PAVEMENT SUBBASE G SPECIFICATION. SEE SPEC SECTION 02300. � O SETTLEMENT PLATES C3 FILL MATERIAL U 4 4 _d X �} O 0 TOP OF WORKING PAD `D 12" WORKING HORIZONTAL STRIP DRAIN PAD BOTTOM OF WORKING PAD H 10' MIN (TYP) TO THE 10' MIN (TYP) TO THE J��t f MATERIALr jf r f1 r rt f �� I�/ j It t �j rflt�f jf f f EXTENT OF GROUND EXTENT OF GROUND IMPROVEMENTS IMPROVEMENTS 10 MIN TYP TO THE 10' MIN (TYP) TO THE FRT I SPECIFICATION (TYP) NOTE: REE 0 SITE S EC EXTENT OF GROUND EXTENT OF GROUND 02300 FOR ACCEPTABLE LIMIT OF BUILDING SLAB IMPROVEMENTS IMPROVEMENTS SATISFACTORY FILL MATERIAL AND APPURTENANCES 1 �ill fl1 1! I I?i I? �` itI NOTE: REFER TO SITE SPECIFICATION LIMIT O,BUILDING 31%B \ FLOOR SLAB _ BLDG. FFE=186.5 WICK DRAINS �Ft6 APPURTENANCES BASE COURSE — — — — — — — — 1 (SEE SPACING DETAIL) 02300 FOR ACCEPTABLE �~" � — — — — SATISFACTORY FILL MATERIAL /� FINAL SUBGRADE = BOTTOM OF BASE COURSE 20' MIN - DEPTH TO BE VERIFIED BY FLOOR SLAB�p! — ' `VLDG. FFE=176 MIN. 4" PERFORATED RIGID PVC PIPE ZC��tif le �rt\i \��%L� r �\i Z\fr � " WICK DRAIN DESIGN-BUILD CONTRACTOR BASE COURS1C�c — — — — _ — — — — \ , FINAL SUBGRADE = BOTTOM OF BASE COURSE s — — �� \i '`rr' \f% ��f`'.r\��rL\ /�f� ' l,/ \r TO MEET PROJECT SPECIFICATIONS. SPACED 50' O.C., ROUTED TO \j\ \y`\t ' 20 MIN. SUBBASE LAYER fr1 ✓ / /\ \/ r /\ \ / r\ \r DISCHARGE LOCATION, (SEE SITE PLAN) r �' rlr\� ,,rl IN r r\ \\r s ;.\\� \\r r r\\ 1\ ' r s\ " A 1 SELECT FILL LAYER ' TOP OF UNDERSLAB DRAINAGE LAYER PROFILE VIEW 20 MIN. SUBBASE LAYER EL=183 50, - - aa�aas aaaaa�a�ae _ e5 e z \// /\\ 1rr /\\ \//r\\ \r/ /\\ ti\\ r oaoo^oao aaa0oc o acoaaaonoaoeeooaoaoaa0000 AN oaa0 ,aa000 va =oaaocaoa e000c 18" UNDERSLAB DRAINAGE LAYER Q\\"— O L0 �000 . Q a00000cao0n TRIANGULAR WICK cINTERIM SUBGRADE (IS) ELECT DRAIN SPACING TO BE EL=172.00 -"EL=182.00 EXISTING GRADE 2' MIN. WORKING PAD EXISTING GRADE }r4 : l` 2' MIN. WORKING PAD DRAIN DESIGN-BUILD �,,,, _._ CONTRACTOR TO MEET Q NATIVE SUBGRADE a BOTTOM OF WORKING PAD NATIVE SUBGRADE ' ' 1- ' � BOTTOM OF WORKING PAD PROJECT O O a EL=170.00 ' EL=180.00 �— �?� SPECIFICATIONS FOR 6" MIN. STRIPPING. MAXIMUM TOP ELEVATION OF 6" MIN. STRIPPING. 1 t MAXIMUM TOP ELEVATION OF LESS THAN 1" EXCAVATE OR FILL AS a AGGREGATE PIERS AGGREGATE PIERS SHALL BE EXCAVATE OR FILL AS AGGREGATE PIERS A AGGREGATE PIERS SHALL BE SETTLEMENT AFTER 5 Q NEEDED TO ESTABLISH SPACING TO BE AT TOP OF WORKING PAD NEEDED TO ESTABLISH ' SPACING TO BE ` AT TOP OF WORKING PAD WEEKS, INCLUDING O O O Ln BOTTOM OF WORKING PAD DETERMINED BY AGGREGATE PIER BOTTOM OF WORKING PAD DETERMINED BY AGGREGATE PIER PAVEMENT SURCHARGE. INSTALL GEOTEXTILE FABRIC AS REQUIRED DESIGN-BUILD CONTRACTOR TO MEET INSTALL GEOTEXTILE FABRIC AS REQUIRED DESIGN-BUILD CONTRACTOR TO MEET PLAN VIEW K BY GROUND IMPROVEMENT CONTRACTOR PROJECT SPECIFICATIONS BY GROUND IMPROVEMENT CONTRACTOR PROJECT SPECIFICATIONS GROUND IMPROVEMENT SECTION RETAIL PAD 1 4 GROUND IMPROVEMENT SECTION RETAIL PAD 2 5 WICK DRAIN DETAIL 0 6 N PACLAND NTS PACLAND NTS PACLAND NTS N d N N 3 W CD CD L rn0 L Know what's below. L M 0111 before you dig. � P T.. $ {v ' f= NQ: Date B :. .!; , IeVISIOCt 'DeSCCI tI©I1 Deignedy I&elle pate `� 1F Walmart0*0 #5935-00 0 0aPRE—L AD AND GR UND1 7/10/12 PACLAND RENSED PER TVWD COMMENTS KCS 04/06/12 ss1P2 8/7/12 PACLAND REVISED PER TVWD COMMENTS DPSW11 BY ' ) NAM D-3.1 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS KCS PERMIT j v°Nf „ 20°1 \ 7600 SW DARTMOUTH ST IMPROVEMENT DETAILS ChEcCke 13 Project No yq{yN NGS 6400 SE Lake Road T (503) 659-9500 RENEWS: 121�1�� 97223 Suite 300 (503) ° SN 20-001-091 Portland, OR 97222 F www.PAccLANo con TI`^' `RDF OR/31/12 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 if f SITE DATA PARKING DATA SITE LEGEND 2S1BA-00100LEGEND TRI-COUNTY PARCEL GROSS AREA RETAIL 1 (12,000 SFf BUILDING AREA) A j CENTER TRUST STANDARD STALLS 64 STALLS � 6" iMDE FIRE LANE STRIPING PAINTED TRAFFIC RED WITH "NO PARKING FIRE 45 A PROPOSED BUILDING l J � j RETAIL 1 LOT 1) 3.08 ACt COMPACT STALLS 1 STALLS LANE* PAINTED 'WITH a HIGH WHIfE.LETTERING AT 25' SPACING /` RETAIL 2 LOT 2 2.56 ACt ACCESSIBLE STALLS 3 STALLS „ CONCRETE CURB & GUTTER / � I 1 ! jl (WW RETAIL 3 LOT 3 12.46 ACt PEDESTRIAN CROSSWALK WITH 6 MADE PAINTED WHITE STRIPING PARALLEL TO PROPERTY LINE ,_; < HERMOSO AY D DILATION 0.05 ACt TOTAL 68 STALLS DIRECION O TkAFFIC A, 2'-0' O.C. AND (1) 8" WHITE STRIPE WETLANDS LINE ! j �r' \ I TOTAL 18.15 ACt PARKING RATIO: 5.67/1,000 SF PERPENDICULAN. ON BOTH ENCS UNLESS NOTED OTHERWISE. RETAIL 2 (12,000 SFt BUILDING AREA) C t 2 CONCRETE SIDEWALK PAVEMENT PROPOSED TRAFFIC h�� N 0 50 100 BUILDING DATA STANDARD STALLS 51 STALLS � PEDESTRIAN CROSSING SIGN, TYP. AT PEDESTRIAN CROSSWALKS. C-62 SIGNAL - SSE j ;/ t ! 160p'09" COMPACT STALLS 8 STALLS e 1� r1 b Q DIRECTIONAL PAVEMENT MARKINGS ROADWAY PLANS :ed f RETAIL 1 12,000 SFt p ( p 7:°< " S89 23'48 E ACCESSIBLE STALLS 3 STALLS "GELD" PAINTED WHITE ON PAVEMENT c COMPACT STALL : 1 " �- " 107.80' - (IN FES RETAIL 2 12,000 SFt a<a, .. . j RETAIL 3 137,900 SFt TOTAL 62 STALLS E MONUMENT SIGN. 70-SF PER FACE AND 10' HIGH MAX. (140-SF MAX. TOTAL) 2S101BA 00300 ACCESSIBLE STALL = N W5( »> " TOTAL BUILDING AREA 161,900 SFt PARKING RATIO: 5.17/1,000 SIF CART CORRAL /I / o S \ CLACKAMAS EXIT PORCH (SEE ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATION FOR STOOPS, B i/ ! \\ COUNTY BANK STAIRS AND/OR RAMPS THAT MAY BE REQUIRED RAMP PAVEMENT FLUSH WITH THE J �, \ RETAIL 3 (137,900 SFt BUILDING AREA) / SITE LIGHTING J! �' 1 4" \\ 2STRI-COUNTY 1 © PPE BOLLARD / STANDARD STALLS 380 STALLS TOP OF STOOP) \ JOINT ACCESS EASEMENT ACC SSIBLEPACT TALLS S STALLS 145 STALLS13 STALLS L \ CENTER TRUST CART CORRAL STALLS 24 STALLS WETLAND BUFFER AREA ! " I p %�v AT GRADE OVERHEAD DOOR (SEE ARCHITECTURAL PLANS) ® 3TOTAL 562 STALLS \ . POTENTIAL FUTURE PEDESTRIAN PLAZAS �,'q A r. ;' , „ 1 \ PARKING RATIO: 4.07/1000 SF �i 4 WIDE x 130 LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES 10' O.C. CENTERED 4 BICYCLEKV (10 ACCESS LOCATION RETAINING WALL A ON ALL TRUCK SEALS CONCRETE BY ARCHITECT - REFER TO ARCH PLANS f jar 1 1, fi ( SPACES \\ _ _ Nt•055"W_ TOTAL SITE 692 STALLS: 4.27/1,000 SF RATIO Oj CONCRETE COMPACTOR PAD (REFER TO ARCH PLAN FOR EXACT LOCATION/SLOPE) jJ � JgoKK ASSOCIA -_- . PARKING DATA NOTES AND 35' EXTENDED HEAVY DUTY CONCRETE PAD ORIENT FOR TRUCK LOADINGAREA STRIPED WITH SYSL/4" - 45' 0 2' O.C. l iJ !jj rPARKING (82)-- 1. ALL CALCULATIONS BASED ON TOTAL GROSS ( ), B t 1 �K ACCESSIBLE PARKING SPACE, SIGN AND SYMBOL, TYPICAL.C / ,;.,,;r., . 1A° 62 „, SQUARE FOOTAGE OF BUILDING. COUNT ("VAN"-INDICATES VAN ACCESSIBLE SPACE). - - PAVED PEDESTRIAN PATH i i jl1 1J 2JIj '""-`•'" U /` T I AA '° °� I INCLUDES ACCESSIBLE STALLS AND STALLS USED C fl1 C 8.2 I ! 1 <'•"^:':° i >,;°:.:.:. . .: 10X18' TRASH ENCLOSU - L L r a w BY CART CORRALS) LIGHT POLE BASE (TYP. REFER TO SITE LIGHTING PLAN SHEET C-3.5 FOR LIGHT POLE o PROPOSED PIPE BOLLARD 1 / li / < ;".";" �5 ., L ER ARCH. PLANS A B i m V 4 2. PARKING SHOWN CONTAINS 9'x18.5' 90' PARKING © BASE LOCATION AND INFORMATION. REFER TO ARCH. PLANS FOR SITE LIGHTING x FENCE1/ 01111 AA u D SI STALLS. COMPACT STALLS ARE 9'x15' & 9'x16' ELECTRICAL PLAN. J' (1 I Il [•;•;•; 1 : < a a a a m AS SHOWN WITH 26' AISLE WIDTH TYP. ❑ o- GUIDE RAIL Jl 1r :.:.> ,°.°,°. LOT 2 L I 1 4 y 3. CITY REQUIRED PARKING: POROUS PAVEMENT INFORMATION SIGN - - - ASSOCIATE PARKING, SWSL 4" - 138 !'! ! k jlr C I " ' MINIMUM PARKING RATIO: 3.7 PER 1,000 SF STALLS TOTAL / J /i; Q/' ;`' :'"` ! --I' R T I MAXIMUM PARKING RATIO: 6.2 PER 1,000 SF CART CORRAL, TYP. e J � RETAIL 2 T1 {ll H O f 1 . 12,000 SFt T g c c ,c...c. 4 (PARKING ZONE BQ D S 0 0 C AT JIB CRANE (i jf °r 1 FFE = 186 5 ©o- I g jyp y o- o-© N u u N o-� A 1 PTO 50% OF REQUIRED PARKING STALLS MAY @0 10' X 15' STRIPED AREA PAINTED YSL/4" AT 45' 0 2'- " . . PAINTING STRIPING LEGEND/ l 17 <t =p *° ,;y 1 N �; K -fl I N �'b T b L 1 COMPLY WITH THE STANDARDS FOR COMPACT LOCATION. SEE ARCH. PLANS » » 1 (l ! J L 28' STALLS. P PAINTED DIRECTIONAL ARROW TYPICAL, TYP. e SWSL 4 SINGLE WHITE SOLID LINE 4 WIDE J rI d i L AA 3 C-at / l t t G 150.00'55"E NO PARKING FIRE LAN SIGN SYSL/4" SINGLE YELLOW SOLID LINE / 4" WIDE EACH /t i1 l� 11 It w , °' I I, I 150.00' If » 5 2 ,' r/ f (50' WETLANDDYSL/4' DOUBLE YELLOW SOLID LINE / 4" WIDE EACH � j! I ! °`° BUFFER ,=�e,p, q ;•1 L E c-at C-e.2Q° 4I.- C c c C C C c C c C C FOLI _ coVJ;< " SYSL/10" SINGLE YELLOW SOLID LINE / 10" WIDE ;ft ° T g '�► ® TRUCK ENTRANCE SIGN W/ ARROW ' o- V 581'5417"E „ t 2 ji, p 11: u N �/ �© N N 9' TYP. � �/ Os TRUCK EXIT" SIGN W/ ARROW NOTE iJI ,1 /1 11 1 i RETAINING. t2' ©_"b V T u W © V c M L 18t'ST f rr / Ir WALL IG::` a o a a a a a a a a a L �` { T ys ' "STOP" SIGN; 12„ STOP BAR; "STOP" MARKING c-et C�a2 FRONTAGE IMPROVEMENTS PERMITTED SEPARATELY. SEE ROADWAY IMPROVEMENT 1!/ 1 ,-� 58' N C W iL l �u INTERIOR LANDSCAPE ISLAND, TYP. E PLAN SET ijl�iJ 1 Jj jtt 1/ It1, , yl� r c c c T B c c c c c c N C GG , of ` -- . . . c-ao N o- o- `rJ A BB N N N A o- AA I �,p. _ - 18" CONCRETE CURB & GUTTER e �/'ro Y �� r\ ~ �w 8 WIDE PEDESTRIAN/BICYCLE SHARED ASPHALT PATH / J ;-06 PEI)ES?R1AN LJ T < <, ___.SSSS C CG ` \~' ADVANCED INTERSECTION LANE CONTROL SIGN.e j' j 1 j l !J iJ �' ?s• q --- B' SEE DIRECTION INDICATED AT SYMBOL. c-a2 ;*. 7 Uf Q }'"- OY SIPHONIC BREAK MANHOLE STRIPING c c c c c c c c C IF F L N_ 05 43 E i in .t ,q j k .t. - L L L 20 BICYCLE 25.80 RAISED PLANTER (SEE ARCH PLANS) C I M p K D PARKING SPACES i I,f�f UMIT 0� r'IS11NG N C a N AA ADA RAMP IN SIDEWALK F BU�FER EN MEMENT ! -( N^ L DETENTION t AA to to' � �9 Q 1 ® CURB TRANSITION 1 1j! � „Q ''.. POND � t t 185' j 1 ® SITE LANDSCAPE SCUPPER C-8o 30.33' x L c �` I IT = L I I) INSTALL 3' WIDE DETECTABLE STRIP (TRUNCATED DOMES). V �^i c °A \ o- MAIN ENTRY / EX LOT 3 V 4 CHAINLINK FENCE ©� u N A B N 9' TYp• N K u N �� ' AROUND DETENTION POND. 0 5' WIDE PAVED PEDESTRIAN PATH � F 1 SEE SHEET C 2.7 �� ` f r a a o a o o o Q 16 HIGH GG 3 1 f„ Walmart �'� SCREEN WALL H HH HN 5' WIDE POROUS PAVEMENT PEDESTRIAN PATH © L START PERVIOUS PAVEMENT II t C C-138-NO-NO ° ff j,t l'1 PLAN F"• •� PT r B F 137,900 SFf L PEDESTRIAN PATH PER DETAIL 0 VIDEO SURVEILLANCE SIGN C-a2 C 1�j ;f.,°. g c c c c c c L FIFE - 180.00 ". 3 SHEET 9.1 TYPICAL STAIR SECTIONg�ioASSOCIATEN N L e EE PARKING (30} g "' p ro 22 BICYCLE o-N VEGETATED CORRIDOR SIGNAGE 9 T C PROPOSED VIDEO - C °�-..�..�..� SPACES LOCATION4) 35' X 13'-3" HEAVY DUTY CONCRETEPAD3 f 9 SURVEILLANCE FLAG POLE j 6' LENGTH 100% RECYCLE PLASTIC BENCH/BROWN SEAT/BLACK FRAME /SURFACE j :: MOUNT ON VX8'X4* CONCRETE PAD WITH 4" BASE ROCK. BENCH TO TO BE •...-. Ir t I \ s PEDESTRIAN PLAZA AREA. T ' q BELSON MODEL RP6WB-S OR APPROVED EQUIVALENT SEE DETAIL 2 C-1.1 y AA o-© 9' TYp. e N y Q / uNOTES L 4 BICYCLE PARKING SPACES C a L A l 1. REFER TO COVER SHEET FOR ADDITIONAL GENERAL NOTES. A 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS & `f�j/j' % % •''f ;:C; ,', f✓ c c c c L F i TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE h f o- LOCATIONS. 2 .n PEDESTRIAN PLAZA u b o 0 1 3. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE ARE A�f .,.,., M Q F Q 1 CENTERl1NE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 28, %, / �� ~ ,, ; ;•)_;•;•;;? 30' 2 4. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE , �„' �' ", '�;/-__...ww-'__ SSSS.._ � "••••_ L �\ '.� / I g GUIDE RAIL STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. E ! / •, ,, VEGETATED a ': LOT 1 I 5. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY i / 1 CORRIDOR - SEE !°'°'°'°''' CD = i �� LANDSCAPE PLANS °"" -0 c c c c F ! 1 ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. RETAIL 1 K o- ASSOCIATE a� F I 1 6. FIRE LANE STRIPING AROUND BUILDING PERIMETER AND ALONG FIRE TRUCK ACCESS \ p 9' TYP. M A RETAINING WALL F WETLANDS j ' . . , ° 12,000 SFf �-o u PARKING (261 i WAYS SHALL BE INSTALLED AS PART OF THIS CONTRACT, IN ACCORDANCE WITH THE 50 WETLAND f y ;" _ 13. ...y _.�, �, ) PROPOSED VIDEO I•' LOCAL CODE AND FIRE MARSHALL REQUIREMENTS. BUFFER ° t<">"�.","." FFE - 176 N PROPOSED VIDEO SURVEILLANCE i \ 1 SURVEILLANCE [° °>°°L ` '''`' 7. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY Es ;�y� \� J� LOCATION #3 LOCATION #2 F LINES BASIS OF BEARINGS & BENCHMARK INFORMATION. SHEET 1 OF SUR N ) , , L 2 1 I ON. (SEE SURVEY) 8. ALL ON-SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL GUIDE RAIL F F f,:- :^ 1 BE APPLIED NO SOONER THAN 4 HOURS APART. CONTRACTOR TO REFER TO PROJECT Q) u �j \ ( : . ;, ) 10X18 TRASH ©o- 2' FROW BACK N p T G A b,> • SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) cf) jj ENCLOSURE PER b R „ EXISTING `•J°>'•°' RETAINING ' OF CURD N ! 9. PARKING LOT STRIPING SHALL BE YELLOW 4 WIDTH & DOUBLE COATED UNLESS s \ ♦moi " _;_; e� WETLAND � { • °° N WALL B ARCH. PLANS J J J J J J J ] V N A L V II L Y n y OTHERWISE NOTED. LIGHT POLE BASES TO BE PAINTED TRAFFIC YELLOW (DOUBLE COAT) C \ N87'54'31"W a °°°°`.`< ( ,BOUNDARY /..:..P)PES�T3N3K .V.°°° L G L 1 o S15 21'52"W 17 3 ' \��<,<° °„<,;,;,, ,_ .""` " /> ' > ' PkTF{TYItY \ \ _ ',°°°°`°°°''° 10. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND _ \7.92 S5 24'49' 7 /<` -- ----- L HH L _- -- 1 WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE SPECIFICATION „-., f - ✓.- `.-a� �-a .-e , 9 SECTION 02900 PLANTING. > s � X34. /. ... 5 .:;: . : ,< . . . . . . . . .. 15 ( V a. � - II � 1 , „ < , , / . . . > . ,\ 9 ° °•° °<°,"_° <'„', ..°a'a= 11. ALL ISLANDS WITH CURB AND GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO / \ .�. a� c TiD HAVE 18' CURB AND GUTTER. > > > > >° >° ♦ S / tNALL>C > > >` > > o /> „ , , , , , , > , > , . . . . . \ LIMIT OF EXISTING BUFFER � 2. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE 0 BE ABANDONED, REMOVED 28• ENHANCEMENT \, L +° -'-` 1 OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. ?8i M ��> 500'13'38"W -�� :° ��" WETLANDS Knowwhat'sbelow. o, RETAINING WALL D 1045.86' Call before you dig. 0 /i .. ��; . . .. ..... .. .:...: _ „� ., � .. „� .. .. ,x: . x,". , ,•.pJz t 1'. Zc ^?Y,r 9.w � r?. �"E its r r� i. @S rt�d Insula i� t6 PAF i, 9 CD 7/10/12Q PACLAND REVISED R) 1e�ct?ILQ11` „ SMS y 04�06� r� y Walmart . . #5935-00 PE 1i 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS1+3Wtt�y ISSUf " GO , , SITE PLAN C-1.0 Q 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS MS PERMIT J �� f t, goo^ , 7600 SW DARTMOUTH ST CD Ch66K4 By F?raject'tVo tiq�N L NGJ 6400 SE Lake Road T (503)659-9500 CL _ Suite 300 F (503)659-2227 TIGARD OR 97223 SN ZO OOt-091 RENEWS: 12/31/12 Portland, OR 97222 www.PAcLAND.COM 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 E 17 GENERAL NOTES GUTTER 1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT FACE OF CURB LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT R=3' R=5' ! / Z rf A(3C OF CURB PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING A f J t1' f DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. +tac 2. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDINGk OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS J0 50 100 OTHERWISE NOTED. 7' TYP. EDGE OF GUTTER iS• N1600'09 I 3. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL FACE OF CURB 511 4y :' '« f BACK OF CURB �5, 589'23'48"E ISN HT1 PLAN FOR THE CITY ENGINEER S APPROVAL PRIOR TO ANY WORK107.80' WITHIN THE CITY RIGHT-OF-WAY. D-35'43'30" 4. FIRE LANE STRIPING AROUND BUILDING PERIMETER AND ALONG FIRE 36' 91 / I 1 • r �R=186.00' TRUCK ACCESS WAYS SHALL BE INSTALLED AS PART OF THIS R=3' ` R=5' \L=115.97' CONTRACT, IN ACCORDANCE WITH THE LOCAL CODE AND FIRE f \ MARSHALL REQUIREMENTS. 6 .« « " \\\!\ 5. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS k BENCHMARK INFORMATION. j ISLAND DETAIL (TYP.) 1 • \ �/ : $Q ' 2�' \� ` �\ Ni'O'55"W 6. CURB RADII ADJACENT TO PARKING STALLS SHALL BE 3'. ALL NTS ^ y� -7 �� OTHER CURB RADII SHALL BE 5' UNLESS OTHERWISE NOTED. �• � ;; 546.35' s; k , �' 1 =42'20'34" / �J \ y R=94.00' 1 7. SEE SITE PLAN FOR PIPE BOLLARD LOCATIONS. C / •. SS 5� 6e L=69,47' m R=60' J R=36 . R=200' 50'13'38"W 50'13'38"W 37 =90'00'00".� LEGEND ; O . d R=10' - - - - R=50 R=64.00' N ao , ,,, 3.5 `=~ 68 55' 214.00' 22 00 53' ® PARKING STALLS PER ROW ! / 113' i ' `� • '„ Lxr_. ;w,,... . .•i., ... a 9 C a o L-T /� ° CONTROL JOINT A v31 7 OUTLOT PARKING STALLS PER ROW (TYP.) 6 6 PER ROW, 136 SNUMBER OF TALLS TOTALIATE ING STALLS RETAIL 2 10 6 12 ' 10 : , . :►: : t 000 86. c c c c 12 FIFE = 186 5 �3\ 9' TYP- 12 --I--I-- 24 1; •`. . ,`1 �� wl .3\� �w 12 Y5 <c I i1b 4 D � %cc OA � JJ � C C C C 14 14 " QS89'46'22E8'55"E 11.216 FF 31.46' 150.00' O 6zo 12.5' o co m c c c c c c c c R=50' �. Y .2� S :C' 00 I ^ D=48'12'44"�� 1 ? �; I " 44.5' TO �3� 12 26 9 TYP. R=64.00' 81 S81'54"7"E / = x 18 57' ,% 'tL•a BLDG CORNER �1�� 3� 12 O_ L-5 .8 6 r' '«'`'`:;:t: : a; 25 TO 13' 12' 11.6/' 8 .' BLDG CORNER PLAZA DETAIL t3�5.44 161 \ BLDG CORNER ✓ _ -- 5 } --- / Fl c c c c c c c c c c c c 39'6 NTS ` ' , R=25 50'13'38"W �3_ M SO-13'38"W _ 12 28 R=10' / ° / R=107 - - - �� - �- _ 4o D ;:;: is ��. 105.43' �4� 185.77 13 14 N !�i �Sy, 28.6' er e• r,y� �''` a' /�. C 9 7 ] J 15 15 y' �_-� C J C C C C J J J 0 J 'J 'J '6'9. �' , o ! I I 61 1 111 1 ip 12.7 r �Q :J:♦ , ,rY e'••� :`'S��! 91 N p � � \t •� ''�� \ `i c ' c c c c c cNO 0543E F 6« a . a o �16� B °�° / 28.33 e, R=16.00' 25.80' � I � I 1 sF ,°`• ` :«::�;r ; �' � - - � � 29 13 R=121 `\4 +" =13.46' oe I 'a•a;a�R,,, F4°• , 1 4 y I 10 G' • • 1 13 c s ° • •':• :: v:r 4 ,,,4 a, .7 v a-'..wf M:..'- �. .,�.i.-.t J , ' F s ° • • •,r a i V�j.t.r. Sv 4i•J.n. I,}.. V ,! .,..\n,. F.,:,..,: ;:zi. �. 161 \ 86.6' ' ' ' l ,1. y �a l a o00 ;.;,;: ::i�/�:j•�l:'. `'i "W 1 9 TYP. M 29 R=12' I ,, s ,^, a'1 ',tra`1"•,,' 11.2' M C O 9 0 0 33 Y I I: 1, I I O O Walmart * ki 9 21 D=15'19'28" J R=115.00' C-138-NO-NO ^�� t I I r L=30.76' 137,900 SFt rn caw w c c c c c c c c D=15'19'28" Ciba` f 7' 17 12 R=1001 FFE = 180.00 NI 1 749" {•;: _ NO'13'38"E R=70.00' ;�•;•' 1 - N89'46'22"W 34 R=185.00' o 128.58' 69.00' 21 R=170' r' `` '/, L=49.48' o I L=14.21' . �" w .•. ' i. .°:. "� R=200' : jl: : 1D , z t 10 ;� M VJ� 22.7' ° I C _ 1 � In OI' \ v' ♦. ,/. 4 r '�. +. _ ..10•' :'2 e",',..v.:rt ir.^.h.+;e. ..a \ �� . . . . . . . . . . � N `�"�'` .e..a,H e•.vuay 'r'. n..s• 'ri^PSS:1+r v._ A' _ ify M•� 4 R=1001 0 N89'46'22"W SJ 6' 6 R-150 c-ta R=10 R-10 M ��., R=100' 20.1 M N 39. 6 50'13'38 WP _ _ SO ® - 16.71' N85'23'33"W 'zo .. 6 1 6' c 147.09' 21' 254.00' 21 s 3055' H 7 5 R 190' 39 2 N F a s N89 46'22"W� ItY. .. +, ;1 : • I, , 'r.wS., h 1:Y•h').y 4 O ,K 1 .V'G 7-fl 17' I I i • A• • / / D=13'52'32" t c c c c \` I ; a J �� r i p. , . R=50 �7 R=loo' O O � � / � R=170.00' 'L r �"�•? t:,. � � ��I C-t.t . :. . :•.': f" • LA 11 1112'11 3V id 1 ^ � . :� ' 29.9, �"r '�� f W I ',•+,:,' . f co RETAIL 1 �� y -�- .1a \ ", o S8'21'26"w " 1;;':1 d. tG. 9' T 1P. My X10 O N Oe •'•::a •' :a 1 g. « . ♦ ;:;;;: `:°t• 12,000SFt ao I " 176 . l6. ❑9 d o 28.28' ;:;1'y� r . ' 11.4' Z D=90.00'00., C . . . . . .` : w- . . . .4 N ;: : ''::;C ' R=20' R=36:00' . . . .«. . N ,�. R=50 I N89'46'22"W L=56.55 oNo .. ` : :: 1 . . . :a c c c c „r s : : ;^::::=•' 10.67' C d4 ;Lg �� •�•.�'�� 4J 50'13'38"W ❑9 R=50' F * , , « . _ \\ ' : ✓: :':;.: . 3', ., -6 4 26 3 752.50' ® R=10' SO'13'38"W R=50 a_o ! t . 589'4622"E r6� �-R=46 R=50' - SO'13'38"W 30.1 _ 2.00' �? 274.36' 6.5' R-50N87 _ -L 47' 1d 58.97 a R 50 1 Sig 21'5\2 17,.3 ' ' ;•;•',•;,; a \"`;` _ 16.g' 15.9' I NOTE FOR VISUALIZATION ONLY. SEE PLAN FOR DIMENSION \\7.92 49 W !1 ......- is qa �t X . •-i'T•-i T•-s'P+�- 1 ' ^h w 5 '.' , r - ' �,w : : $ . . ♦ a • \ TYPICAL CUR AMP w. C BR S •12'• \ .. 1 �1 • s•r 33.7 % s •� NTS • a a O. �r r •T 1 1 I \ O , r'e. 0 2 jm r r . L C' 1 a`4`, \ 1.1�1•♦ LL Y ;•fir,..' N .:'� . ,• :^,\ 1 50013'38"W •' --�.:_:T:: :;:;::: 0 296.56' TO BUILDING CORNER 35.29' TO 1045.86' a BLDG CORNER Know what's below. Call before you dig. M Iri •` N� �. t � Y\` yp.,., i%i'9��a+1,a' ai ' ,:, "� N` +•an� � » F� 1 (� iii ' ,: �a'� _ a� 3 • xi,.. , Nl ''� 0,v�i �\ 6 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS SMS O4 0612 O8 1P Walmarto*p o #5935-0® 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS �" a �', , , ' HORIZONTAL CONTROL PLAN C-1.1 «v 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS MS PERMIT G 7600 SW DARTMOUTH ST � � sygWN1 2NGJ� 6400 SE Lake Road T (503) 659-9500 x, Site 300 F (503) 659-2227 TIGARD OR 97223 SN ZO-001-091 RENEWS: 12/31/12 Portland, OR 97222 www.PAcLAND.COM t 1 2 3 4 5 6 7 k VEGETATIVE I ;,I E „ CGFRIDOR BUFFER -� MITI'3AP0N AREA (765 SF) ^ jr < \ \ ��- t .yam / ' 'i ca. e,�•.)a wy -K E, LEGEND x / v �� 1 BENCHMARK A C C c F {' ' 4500 WETLAND CONTROL POINT L=88.31' Lc) WETLAND BOUNDARY R=50' ,' O (` N i - -- WETLAND BUFFER r co , \ WETLAND AREA j t /� 3503 ✓ -__'j - � W ; _ F°wa �P w VEGETATED CORRIDOR BUFFER MITIGATION AREA i�i ' ' ( 3502 \ 1 Z !, L=28.66' R=50' 3504. 3501 / \ SITE CONTROL PONww°Cl; 776'39'17"W TS 7.11' BENCHMARK # NORTHING EASIING 0 20 40 3505- 1 505- 1 652125.8323 7623574.3081 (IN FEET) 2 651191.3584 7623464.3150 VEGETATIVE CORRIDOR BUFFER ' \: MITIGATION AREA (1,231 S g � BENCHMARK NOTES �° . . . THE SITE BENCHMARK IS CITY OF TIGARD GIS CONTROL �-NETWORK STATION GC_022-024, ELEVATION = 181.62'. A ^ 3-Y," ALUMINUM DISK SET IN CONCRETE 90' SOUTH OF THE .) CL OF SW DARTMOUTH STREET, APPROXIMATELY 700' WEST ? 3506 - // OF SW 72ND AVENUE. THE SITE BENCHMARK ISA 1-3f3n BRASS DISK MARKED "MS n A c Cp BM 260, 2006", ELEVATION = 192.26'. SET IN TOP OF WEST , CURB OF SW HERMOSO WAY, AT EXTENSION OF NORTH LINE ` \ OF BLDG #7555; NORTH 4.5' TO CL CATCH BASIN; SOUTH 36' TO EASTERLY ENTRY TO BLDG #7555. ; /,, • . . . 50,------------ 3507 WETLAND CONTROL PONTS WETLAND CONTROL POM WETLAND CONTROL FONTS \' POINT t NORTHING EASTING POINT f NORTHING EASTING POINT # NORTHING EASTING C C C C 3501 651236.0365 7623255.7536 3511 651285.3988 7622975.9614 4652 651726.1675 7622952.3179 ' 3502 651243.6869 7623270.0176 4643 651293.8719 7622964.2576 4653 651772.4234 7622953.5352 C1 3503 651247.5501 7623282.1620 4644 651332.8242 7622954.7466 4654 651809.4499 7622955.5537 3508 3504 651257.4224 7623255.9586 4645 651384.1697 7622953.3273 4700 651821.5311 762293.4725 I 3505 651252.9622 7623237.1571 4646 651427.4017 7622948.6109 3506 651263.6120 7623194.7809 4647 651489.3954 7622941.1260 V A 3507 651269.4685 7623149.4330 4648 651548.1612 7622944.5508 I tFr ^< 3508 651276.2487 7623105.5100 4649 651596.1448 7622943.8470 I v 3509 651275.8096 7623049.4584 1 4650 651667.3343 7622947.0316 %` 3510 651282.3654 7623014.0203 4651 651696.1933 7622950.0623 I - C C C C i` �, ,%. ' 3509, Z �l aCORRIDOR BUFFER w 00 VEGETATIVE M ' CORRIDOR BUFFER MITIGATION AREA MITIGATION AREA ^ 1,365 SF ^ ,p 3510 D (1,345 SF) y >x x'x , ✓ c f x mx i x <x y S w'<^ •r:. R4""la5*'1' N 3 dt e f er V: "° ° 3� '°/ , '' ✓,1� ?yhi$)yd Eb .5 wP""y, O �..__ ._ rb. T , F x.' Y - `P 1,��A `e. .., °cr wa ° r ... .. . . . . £... .n` w w e .. . .. x �'.-,.. .:^e'iS w we wv i. , a r``�.a'%. .�. °:eJ. ) z . . ..... ..e e ,... ..., w.., ..w,•.-0. . ww.w. ww. .... r�. d w m,d'n,w, rd.F. e ..�e'3:.�'� >...:-. ,. rs. ...w. ,..i�..v@IF•. �,.edFi > �+11$.. 4 tiar ..>+.- ca x. . {..e c.n i.....v..ww. ., w w-b_ ..,. _..,. / / / / / / / / / / 1 e w.o .Yw .b SJ".1, vA /' . ..,.. ,, {"„_:. . :1� n �.x r".r.t.,<w"+ia�eb. ffrS� Y:FfX' �k.. . .assn , r ,a .s .M,...w`�rw, ww -:.: a . .. ..:........ w - P , ,.,.f, t Z .D Y. .d, . 5° z°d ,\ P. ar � � , N001338 E .a, °, � °� ,�, ,w �� s �~a ,,,„ ,.,,, ° °P a, w ', a i .a, � es1�. 0. N0307 � e „> a _ e > . , ... 13 (..0 ° . :.- ,-0 �, .> ., ,..., s.a , e.e ,: , ,z.w / N13'4 1 ..�.. � ., ,e.,, .9 E , » , ..,�. : <:° r � +, ,. _ ", � 1 y Pw° 3 7 W ro M> " ✓"�° N013 3 Y"•, n, %� D 27 E / / / . , "j.£ E. .•?. P' ; , , , . : :xc„ l s.wsYlr'<: ... / , / r ' ' , , / / rr§7 ,to P k... " .' -w_ . ..:., ...',,.. / / / / / £ n° Pe P , / / cY✓<-w,,„W. 9, �/ wi 07 18.57 r M w, :•¢.z; / °d T2w<.d46.79' r , , /, � /,, , , , , / , , ,..: k..•`o-l&:mw ta, 9 ` 6.55 xQ 46.79 � 50.29' VEGETATIVE a � a CORRIDOR BUFFER 4 N (46�AS MITIGATION AREA 3511 i � •� 50' VEGETATIVE CORRIDOR TO BE ENHANCED FROM DEGRADED TO GOOD CONDITIONS - SEE LANDSCAPE PLANS . ' 4643 `SO• VE VEGETA' N 4654=-- �'�`4644 . 0 R D R BUFFER _- -- 4653 - -4652- __ 4645= U /� N A MITIGATION AREA . . 1 4651. +4646 . • . . . . . . . WC 1 1../14VD �Ji. . . . . • • • . a (900 SF) 0 --+4650- r r r .� .� .M 464 �� _-�4647 No � m m IWI m i � i f x .^y m,;.. ��cu r'n«;,. Yb �'!'' aaiQ� -e rr x -.;z4 '<a :. ,...,...w._,..,c.._ "0v,`�,,;,�._\,e�'`,�`� w��` �f.x?E�`.uki: a�•".0 a. ,...,..i.. ,..,�,,..-0». iz�- .: .r.v «., t ,a'�'x`8:1aYti.� < - �' .. E 1 �r s : r �. ✓ py ♦ (+� { CD ;;,n 'ate i, .? $d, y Issue prate Da � � �, � tiO,n> „ ,� , F VEGETATIVE CORRIDOR AND 6 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS MS 04�06�12 `�� g1pE , >:f _ Walmart #5935-00 i 2 8 7/12 PACLAND REVISED PER TVWD COMMENTS Issue ' 7 7 Q' 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS MS PERMIT �� oo �d © , , 7600 SW DARTMOUTH ST WETLAND A HORIZONTAL C-1.2 C) bh6c' ed BV'' Prp)ect Np ryq�yN� ZNGJ� 6400 SE Lake Road T (503) 659-9500 Suite 659-2227 ^p CONTROL PLAN SN 20-OC Portland00R 97222 F w503PAcLAND.COM ��RD, OR 97223 RENEWS: 12/31/12 1 2 3 4 5 6 7 R=25' �� U c 4566 654537 L=9.32'_ZX S4651 11"W \ / 4567 ---- 4538 R=25' 13.72' • . . . . . . . =` \ L=32.7' /4539 L=19.19' R=50' Nc c c c R=25' 1 . 4540 • . . . . . . . . . . . . . . 3, /��C/ 4568 . . . . . . . . . . . / . o `V20 j _ r, 4569 f 4541 {. r X11\ .....✓..- • ' - _ (7i `E LT9 4 �O 4571 4570��' C. �w ��, �' • . . . . . . . . . . . . . . . . 1 1• /N ^/ Y VEGETATIVE (� B f ,i 4542 (� = CORRIDOR BUFFER 1 MITIGATION AREA , 1 � (2x340 SF) .. . . . . . . . . • . . . . . . . . . . . . • . . . . • rIIIETLAND 'B' . N� ° g or �J 1 , / 1 \� / 4572 . . . . . . . . . . . . . . . . . . . . . . . . . . . • 1;f S78'53'41"W 1 L=61.55' \ RETAIL 1 / 1 l 2.96' R=25' �J . . . . . . . . . . . . . E S66'54'S6"E ;` V / 4543 7.24' t 4573 -� 1 . I \ ` / f . _ �. - .� m ., /, � f x � 1. l./ 1. lx 4546' L=17.89' (1 \ 4544, R=25' � . . . 4574 rrr"' . . . . . s / �"��*' 4545. • • • 4575 • . . • . . . . . . . . . . . . . f rn \ . 4547 VEGETATIVE ! 1 { 4548 ' ;' r . sb z CORRIDOR BUFFER / $ MITIGATION AREA r f ` % (565 SF) • . • • - - - - - - - - 4576• _ - ✓ ?��_ '\ . . . . . . . . . . . . . . 458 a` f/ CORRIDOR BUFFER VEGETATIVE . . . . . . . . . . . . �. j 4552 /// MITIGATION AREA j l' N0073'38 \\ 4577 . f 4561. (160 SF) i® p 3 .07 i r \ - . - . . . . . . 4580 - • . 4549 . - . . . \ o', - _ 4578 1 . . . . . . . . . . . . . . . . . . . . . . . - • • . . . . . . o � (' 4550 - - - -:!-�4_5479 4661 y '/ /, A ^ - - f1'J �A.a2�oo` '/i! �J• �" ` a4d✓ /'/'\ < q`8 e� ��`j \\\\ • • • • • • - _ - - - - - - - VEGETATIVE CORRIDOR TO BE .� V 49C �� 1;�, ,•, / � .� , • - - - - - 'ENHANCED FROM'DEGRAEDED' . "\� • - - - - • TO GOOD CONDITIONS - SEE - - - - - LANDSCAPE PLANS . . . . . . ;K. VEGETATIVE 0 . . . . . . . . . . . . . . . . . . . . . . . • . . . . - - - . . - . . . - . - - - -4660 CORRIDOR BUFFER 4654 - - - . . . . . . . . . - . . . . . . - . . . . . . . . . . . . . . MITIGATION AREA \ ✓/ 4700 (900 SF) 00 U WETLAND CONTROL POINTS WIETLAND CONTROL POKM WETLAND CONTROL POKM wEnAND CONTROL POINT18 f ' i• D o 20 4o POINT # NORTHING EASTING POINT NORTHING EASTING POINT f NORTHING EASTING POINT 0 NORTHING EA►STING BENCHMARK NOTES �t;; N 4537 652252.9008 7623196.7663 4547 652133.6941 7623029.8170 4569 652294.5293 7623152.4771 4579 652244.4155 7622987.6128 0 THE SITE BENCHMARK IS CITY OF TIGARD GIS CONTROL (IN ITM 4538 652231.2239 7623194.7759 4548 652147.4764 7623028.9883 4570 652300.8788 7623141.4718 4580 652280.4877 7622995.9479 1�NETWORK STATION GC_022-024, ELEVATION = 181.62'. A 0- 3-Y," ALUMINUM DISK SET IN CONCRETE 90 SOUTH OF THE W cn 4539 652185.3105 7623182.0104 4549 652170.9754 7622996.4993 4571 652316.1871 7623141.5826 4581 652335.8368 7623014.5970 I 2 'f CL OF SW DARTMOUTH STREET, APPROXIMATELY 700 WEST j �o LEGEND 4540 652175.9273 7623171.9998 4550 652169.3450 7622984.8658 4572 652379.3846 7623083.8880 4660 652083.4723 7622956.9814 OF SW 72ND AVENUE. t C"i1 BENCHMARK 4541 652176.2140 7623152.1991 4551 652147.5766 7623002.7716 4573 652379.3338 7623064.5022 4661 652115.6702 7622986.3141 $ THE SITE BENCHMARK IS A 1-V BRASS DISK MARKED "MS E (f 2 BM 260, 2006", ELEVATION = 192.26'. SET IN TOP OF WEST 4500 WETLAND CONTROL POINT 4542 652189.7488 7623120.3980 4552 652125.1686 7623008.0169 4574 652363.1386 7623045.1853 CURB OF SW HERMOSO WAY, AT EXTENSION OF NORTH LINE ~ 4543 652179.4930 7623069.4672 4565 652258.9245 7623198.9786 4575 652339.7605 7623041.9803 OF BLDG (7555; NORTH 4.5' TO CL CATCH BASIN; SOUTH - -- WETLAND BOUNDARY 36 TO EASTERLY ENTRY TO BLDG #7555. �E �� g 4544 652175.3298 7623048.2574 4566 652268.6782 7623198.6671 4576 652288.1605 7623016.6101 a WETLAND BUFFER HARK # NORTFNG EASTN�G 0 4545 652147.2374 7623041.3907 4567 652280.8343 7623193.3655 4577 652242.0664 7623000.2895 WETLAND AREA 4546 652134.9711 7623053.2661 4568 652296.1110 7623165.0873 4578 652232.4340 7622992.4369 1 652125.8323 7623574.3081 65 � VEGETATED CORRIDOR BUFFER MITIGATION AREA 2 651191.3584 7623464.3150 i >,.. a r...,r r,r i.r',r'., r r ..., ... ..... ,.. \*eP��..:i.\�c awe. ., .._..�...�i-.era �w,,,r�ar�. r��L:e. .�°t�°@ -a :�' t ra.. Abe\`' r. '�`��',..x�: •z,.::2a,9 �x�6.,.��r.,.l.e;�r'°r'�.� „ E {{ No. D B> RUISI� 1SC�I C1 ,z, r , �� , _ ` ISIECICIy ISS1� "lit �� Fps L v MS 04/06/12 �� 89PE� Walmart i #5935-00 VEGETATIVE CORRIDOR AND � 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS 0 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS DraVVf1"Bry, > > / o 1 WETLAND '13' HORIZONTAL C-1.3 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS MS PERMIT J G 14.100 , 7600 SW DARTMOUTH ST � Checked �q�N L. NGJ 6400 SE Lake Road F (503) 659-9500 TIGARD OR 97223 CONTROL PLAN n_ Suite 300 F (503) 659-2227 SN 20-�� 091 RENEWS: 12/31/1 Portland,OR 97222 wm.PACLAND.COM 1 1 2 3 4 5 6 7 ' Q ' � t � t � N BENCHMARK NOTES THE SITE BENCHMARK IS CITY OF TIGARD GIS CONTROL NETWORK STATION GC_022-024, ELEVATION = 181.62'. A 3-Y," ALUMINUM DISK SET IN CONCRETE 90' SOUTH OF THE 2 _ LLJ A CL OF SW DARTMOUTH STREET, APPROXIMATELY 700' WEST WETLAND CONTAOI_ �g WEiLAM COP TWL PONM WEILAPD CONUM POM CONT�iOL � LEGEND OF SW 72ND AVENUE. POINT # NORTHING EASTING POINT # NORTHING EASTING POINT f NORTHING EASTING POINT * NORTHING EASTMIG 1� BENCHMARK THE SITE BENCHMARK ISA 1-�y" BRASS DISK MARKED "MS 4500 2 BM 260, 2006", ELEVATION = 192.26'. SET IN TOP OF WEST 1512 652083.6167 7623778.8054 1522 652167.1852 7623489.8745 1532 652189.1849 7623459.0048 1542 652137.1913 7623608.1314 * WETLAND CONTROL POINT CURB OF SW HERMOSO WAY, AT EXTENSION OF NORTH LINE OF BLDG #7555; NORTH 4.5' TO CL CATCH BASIN; SOUTH E CONTWL g 1513 652086.2304 7623756.2010 1523 652177.9564 7623475.6352 1533 652180.8949 7623497.2432 1543 652129.2183 7623626.5504 - - WETLAND BOUNDARY 36' TO EASTERLY ENTRY TO BLDG #7555. 1514 652092.4321 7623726.4748 1524 652187.8249 7623427.7753 1534 652165.3143 7623527.4047 1544 652126.1522 7623641.2391 - - WETLAND BUFFER BENCHMARK NORTHING EASTING 1515 652097.3490 7623699.0253 1525 652195.6078 7623370.8926 1535 652153.4598 7623533.9050 1545 652114.4151 7623686.9883 WETLAND AREA 1 652125.8323 7623574.3081 1516 652103.6284 7623662.4639 1526 652211.7960 7623300.9726 1536 652119.6378 7623541.1272 1546 652106.8239 7623721.7378 2 651191.3584 7623464.3150 1517 652103.6601 7623629.5719 1527 652215.6773 7623299.5703 1537 652109.9839 7623555.1952 1547 652096.6755 7623765.8149 •� VEGETATED CORRIDOR BUFFER MITIGATION AREA 1518 652097.7318 7623580.5404 1528 652221.9422 7623300.5612 1538 652114.9104 7623566.9224 1548 652088.9543 7623783.3800 1519 652095.9935 7623540.9846 1529 652221.9756 7623309.3714 1539 652123.0166 7623575.5100 t , 0 20 40 1520 652105.2437 7623526.8505 1530 652210.2381 7623355.4723 1540 652142.0887 7623583.7595 - -- - - •, '; _.... (M 1521 652129.1468 7623509.7573 1531 652198.3119 7623413.5731 1541 652143.8204 7623593.5448 _.._..._.............__. ..._........... ._._._........................_. B SD __ SD SD SD SD SD SD SD SD SD - _ ..........- - ................. ......... y� .._._..___........ ~ SW DARTMOUTH STREET ^ ^ _..--.-- -........._. ___.._....._.__.._.- -- 1533 � - 1532 Z 1531 -'�`------ 1534 1547 1523 • . • • • • • • 1541 1546 1548 D 15281529 • - - - - _• 1530 1545_ . �_._-_'�`__-_ -�- •1522 1535 154��1542 - 1543 1544 15�-.45-__ -__-�-_..� 1512 � � / 1527 - 1525. 1514 _ 1513 1 C -1526 • • • • • • - • . - . - . - • . • - • . • • • - - • • ,515- '� w ---- '� VEGETATI� CORRIDOR �,� N N78'20'57"W NS?S3 " 1 1539 - WE TLANDr C '�10 - N8712'32"W 42.38 6. 0. 40W \ 1517 " 56.57 -e' N83 2416 W N76 57'51"W � 1538 - - - • �/ N N7812'56"W 2389_ e. 1521 1536 N79 50'40"W 31.14' �° y u 71.77 _..-0 •_ y?>s a N801517 W 2� �_ C� �U i 1537 956 Al W 3 y 11-1 `' o N S76'20'5 �: A>� 1518 i gj �o j 32��`� k' . ' .r: �` 1520• 6,E S83 O a N 57812 5 02 �e � - 1519/ 'I E 74.06 �Y7 � j 6� / S80 '1 50 40" 31.92' 2' I � 16. VEGETATIVE >, Ua ` -15.59' VEGETATIVE U VEGETATIVE CORRIDOR TO BE x z`v Y +,F �� a gb CORRIDOR BUFFER CORRIDOR BUFFER ENHANCED FROM DEGRAEDED ' R=25.00 `` MITIGATION AREA ;,\ y :~+' MITIGATION AREA TO GOOD CONDITIONS - SEE ,� p2E E VEGETATIVE (415 SF) LANDSCAPE PLANS ° O CD MITIGATION ARCORRIDOR EA VEGETATIVE �`� �y; 6 " CORRIDOR BUFFER ,,, (170 SF) MITIGATION AREA (220 SF) D L=18.52' C) / R=50' " S5T19'13"E \ RETAIL 2 / N Q 8.72' CO CO � a / ID N C� C fE' n ap :u: J ✓"e _' :• '.r ,7;';, ::a'- °$:x '" `;: 'a f'"x� r::5 _ a> s,e+ x�ee<.=i' °sand ke�x�T nesE nod 8 Issue F No. Date. gy Revision Descry tian:. ♦�♦ VEGETATIVE CORRIDOR D 1 7/10/12 PACLAND REVISED PER TM COMMENTS MS 04/06/12 7 891PE c� walmart .1. #5935-00 , i /� 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS Dtawt� , WETLAND 'C' HORIZONTAL C-1.4 y , Q 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS M$ PERMIT S GN 14 00°1 \ © 7600 SW DARTMOUTH ST P pe �q�'N L. �� 6400 SE Lake Road T (503) 659-9500 CONTROL PLAN Suite nd, F (5w.P 659•2227 TIGARD OR 97223 SN 20-001-091 RENEWS: 12/31/12 Portland, OR 97222 NhWJ.PACLAND.COM f 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 9� , 17 TREE INVENTORY TABLE TREE# (OMKAN NAME DBN(-N)ST!TJS TPI 1 THI,NDrKIOUD PLUM 14 UMOVE A , H 2 THUNDERCLOUD PLUM 17 REMOVE - lf1 �� GRAPHIC SCALE 1! l/ / ?I nj ; l � _+ 3 TIUNJT2a00D?ILIM 175 REMOVE - sa o zs sa ioo sao -1,.,, �j. /� ff 4 i(OTSPINE 1°3 REMOVE �wr r !. ♦ \ 5 DOUGLAS FIR 34 REMOVE 6 DOUGLAS FIR 34 REMOVE IN FEET - 1 inch = 50 ft. ((+� / / y..z r \ \ 7 THUNDERCLOUD PLUM 14 PRESERVE 10 "' \ REVIEW EXCAVATION AND ROOT PRUNING 8 PONDEROSA PINE 16 PRESERVE 14 # !!! // ;; •;•;•.•. . , ; TECHNIQUES TO MINIMIZE IMPACT OF WALL ON TREE B �/ / rtt 1 /f ;•1 t?;'' ' 'i� �\ #Y9 NSTALLSOFT OFPROTE(HONFENCING ALONG 9 PONDEROSAPINE 16 PRESERVE 14 �� ! ( \ 29 PROPERTYUNE ;.,� \ \\ 10 PONDEROSA PINE B PRESERVE 8 30 L 11 PONDEROSA PINE 21 PRESERVE 18 \\ �l ` INSTALL TREE PROTECTION(HAINLINK FENCING AT 12 PORT ORFORD CEDAR II DEAD / Irlj (l .• . I• . .l WATCH CONTRACTOR ^+ / WATT 13 PONDEROSA PINE 10 PRESERVE 10 PROCEDURAL NOTET C 1 R lj�l ff � /(l r' ;';f '. • fi j �r ' i C ) L 14 PORT ORFORD CEDAR 11 DEAD /�/ !l ::; y J 1S PORTORPoRD(EDAR 6 DEAD 1. NOTWITHSTANDING ANY OTHER PROVISION 2. IF WORK IS REQUIRED WITHIN AN 1� + � 1 l� v 11 :;•;.;��:; ; `' - j 0--4) 6 lO TREE# 16 SOOTS NNE 13 PRESERVE 13 OF THE TIGARD DEVELOPMENT CODE, ANY ESTABLISHED TREE PROTECTION ZONE, THE 11 / 1 l N O J "«r" ; « - f 17 PORTORfORD(EDAR 46 PRESERVE 6 ,. N . PARTY FOUND TO BE IN VIOLATION OF CHAPTER PROJECT ARBORIST SHALL PREPARE A PROPOSAL TREE BEREM REMOVED C � :•. :' ::;::1:•::': -.;.� - .. ` - TO 0 fORD(EDAR 4.6 N 11 w 18.790 OF THE TIGARD DEVELOPMENT CODE DETAILING THE CONSTRUCTION TECHNIQUES TO u # � t' .• . . : :':I'. .,. -:r •*. ;.-;<- t� " * :;; � '' 18 PORT ORFORD DEAD PURSUANT TO CHAPTER 1.16 OF THE TIGARD BE EMPLOYED AND THE LIKELY IMPACTS TO THE / jI :':'�':':'.': ( }� 25 / TREE PROTECIIONFENCE MUNICIPAL CODE SHALL BE SUBJECT TO A CIVIL TREE. THE PROPOSAL SHALL BE REVIEWED AND / ' t•' �j 0 `� - 19 PINE 11 PRESERVE 11 PENALTY OF UP TO $500 AND SHALL BE APPROVED BY THE CITY ARBORIST BEFORE RETAIL 2 I: + TREE STEM REMOVED FROM MULTI STEMMED TREE REQUIRED TO REMEDY ANY DAMAGE CAUSED PROPOSED WORK CAN PROCEED WITHIN THE !J fi 24 20 DOUGLAS FIR 18 PRESERVE 16 (? L'.'. '. ; ' 12,000 SFf Tl SWEET GUM 13 PRESERVE 13 BY THE VIOLATION. SUCH REMEDIATION SHALL TREE PROTECTION ZONE. THE CITY ARBORIST N /1 ? ;.:•.y.,•• ••: FIFE = 186.5 IN TREE PROTECTION CHAIN UNKFENUNGAT INCLUDE, BUT NOT BE LIMITED TO, THE MAY REQUIRE CHANGES PRIOR TO APPROVAL. j JJ 1 i .r a LOCATION SHOWN 18 21 OREGON ASH 8 PRESERVE 8 FOLLOWING: A) REPLACEMENT OF UNLAWFULLY THE PROJECT ARBORITST SHALL BE ON SITE H /If ( :«'1 17 13 REMOVED OR DAMAGED TREES IN WHILE WORK IS OCCURRING WITHIN THE TREE Jt 17J ? 4, : ' '1 10 9 B 7 23 OREGONASH 6 PRESERVE 6 ACCORDANCE WITH SECTION 18.790.060 (D) OF PROTECTION ZONE AND SUBMIT A SUMMARY 7 If 1 : : J 0 / 1Z REVIEW EXCAVATION AND ROOT PRUNING 24 PINE I8 PRESERVE 18 THE TIGARD DEVELOPMENT CODE; AND B) REPORT CERTIFYING THAT THE WORK (f :( ) /// lE(HNIOUESTOMINIMREIMPACT OFWALLON D PAYMENT OF AN ADDITIONAL CIVIL PENALTY OCCURRED PER THE PROPOSAL AND WILL NOT �(r / ::a � ;.I (n 1 #7ggg 2S OREGON ASN 6 PRESERVE 6 REPRESENTING THE ESTIMATED VALUE OF ANY SIGNIFICANTLY IMPACT THE HEALTH AND/OR A ! J D 0 16 OREGON ASN 6 PRESERVE 6 UNLAWFULLY REMOVED OR DAMAGED TREE, AS STABILITY OF THE TREES. !! ;•;:; ; INSTALLTREEPROTE(TION(HAINUNK _ ___ DETERMINED USING THE MOST CURRENT f " ' ;•;•(•;•,•N. LO(ATIONSHOWN - - J 1 I f` 27 SITKASPRU(E 18 PRESERVE 18 >,:::.' :•i, / S ' INTERNATIONAL SOCIETY OF ARBORICULTURE'S I ? «. t I � j 28 LOMBARDY POPLAR GROUP 6-35 REMOVE GUIDE FOR PLANT APPRAISAL. ` ' 29 SITKASPRUCE 19 PRESERVE EX.FENCE ( r • •;.'.j; _ 'F. \ 30 LOMBARDY POPLAR GROUP 6 REMOVE 1/ ;:.: 3l' WI6DW M REMOVED TPZ CONSTRUCTION / _ ._ 32' WILLOW 9 REMOVED "� ' _ _. 33' REBALDER IS REMOVED E 1. PRIOR TO ISSUANCE OF BUILDINGISITE CONSTRUCTION PERMITS,CONTRACTOR SHALL CONDUCT � ,,•:•:•:•: . . ,.':'l:�:':': , .' � ;• ------- ` �'� ` ;,. A PRE-INSTALLATION MEETING WITH CITY AND PROJECT ARBORIST TO DISCUSS TREE PROTECTION MEASURES. /� Y ;.�Y.' r I \\ - — ' *:I.f;.,V.�„ ,,,..•: _._._. 34' WILLOW 8 RH8BIEB :: : `• - _ -n REBALBER M REMOVED � 2. INSTALL TREE PROTECTION FENCING TO ESTABLISH TREE PROTECTION ZONE(TPZ)TO THE / • _ - -y ~^? 36 OREGONASH 6,8,8,B PRESERVE -' SATISFACTIONOFCITYANDPROJECTARBORIST :''f« ! 6 �J 37 OREGON ASH 7,6,65,12,8 PRESERVE - 3. INITIATE TREE FERTILIZATION AND MYCORRHIZAL TREATMENTS(REFER TO PLANTING / :4r' 38 OREGON ASH 8,5,5 PRESERVE - SPECIFICATIONS SECTION 02900) f � •'•'�'• • J r 39 OREGONASH 85,85 PRESERVE - � 4. OBTAIN BUILDINGISITE CONSTRUCTION PERMITS AS NEEDED TO BEGIN SITE IMPROVEMENTS. ” 11 •:• • ' 40 WILLOW 14 PRESERVE - F 5. FOLLOW SITE CONSTRUCTION SEQUENCE NOTES ON THE SEDIMENT AND EROSION CONTROL JJ ;,:A / 41 OREGON ASH GROUP 12-35 DEAD 0.7 PLANS. 42 WILLOW 6 PRESERVE - 6. REMOVED TREE PROTECTION MEASURES AFTER CONSTRUCTION NEAR TPZ IS COMPLETED AND ?� j ':':`Ir :,;'' 43 OREGON ASH 12,10,I1 PRESERVE - PRIOR TO FINAL OCCUPANCY. fj/ . : : ;': Walmart �,% ( i J� 44+ OREGON 0 14,10,13,8,20+ PRESERVE 20 / ll"lJ�"Vl JJ C-138-NO—NO 45 OREGON ASH 15,19 PRESERVE 11 137,900 SFt 46 OREGON ASH 185 PRESERVE 9 ;Y FFE = 180.00 t, I R'. 47 OREGON ASH 9 PRESERVE 9 '�• 48 OREGONASH 17 PRESERVE 9 Y 0 49 OREGONASH 9 PRESERVE 9 f ^,. � © > , 4 - Fv< : +. >"n,. +,-• +. ,; Y r k<a,� r co SO OREGON WHITE OAK 26 PRESERVE 13 // l /�, I I.Fiff` .tt..h4t�G.rl' 3'•n.H`tr'Fh4.l.�GYrl. n�h�alht.� J'wvn�V�,, { r• ___ Sl OREGON ASH 17 PRESERVE - INSTALLTREEPR TE(TIONCHAINUNK ' FENONGATLO TION SHOWN 52 OREGONWHITEOAK 38 PRESERVE - Know what's below. :Y,' P; 53 OREGON WHITE OAK 16 PRESERVE - Call before you dig. ;;_ ,; ; y ~ 54 OREGONWHITEOAK 9 PRESERVE - . .. , 4:L '` s .x n st vm: - - - - - ;.; 55 OREGON WHITE OAK 32 PRESERVE - �+ ' �:': t 56 OREGONWHITEOAK 145 PRESERVE ry,e SI OREGONWHITEOAK 18 PRESERVE - :'. ; : :': I •., I O 58 OREGON WHITE OAK 24 PRESERVE - . . ..'� ¢C 59 OREGONASH 14,13 PRESERVE - , � ♦ ♦ ; ) a -- 4r60 OREGON ASH 15 PRESERVE - j':a <C 4 ''' '' ) ' �•::, . I 61 OREGON ASH M PRESERVE PROP.UNE 61 OREGONASH 8 PRESERVE PROP.UNE RETAIL 1 a / « 12,000 SFt 63 ORE60NASH 21 PRESERVE PROF.UNE 1 y y FFE - 176 O 64 ORE60NASH 11 PRESERVE PROP.UNE a I I / /i :�7� ,� S2 TO 80 65 OREGONASH 22 PRESERVE PROP.UNE , '.' ; $ 66 OREGONASH 24 PRESERVE PROP.UNE CD . ' 67 OREGON ASH 30 PRESERVE PROP.UNE ITT m \ 68 BLACK COTTONWOOD 18 PRESERVE PROP.UNE CL N 0 '.* ` a '. , C 1' •' I I O 69 BLAIX(OTTONWOOD 50+ REMOVED PROP.UNE o . a::. . . I I 70 BLAIX(OTTONWOOD 21 PRESERVE PROP.UNE X-X�` - P BLACK COTTONWOOD 65 PRESERVE PROP.UNE LI J 41 71 BLAIXCOTTONWOOD 26 PRESERVE PROP.LINE 0 Q �o : `� Q 73 BLAIX(OTTONWOOD 39 PRESERVE PROP.uNE •'�. . N s= J '� 4 38 �•� � � 74 OREGON ASH 14 PRESERVE PROP.UNE m 3 0 W _ O IS P0HDER OSAPNE IB PRESERVE 18 ♦ ♦ • ♦ ' r � 76 DOUGLAS FIR 29 PRESERVE 29 M M Sl LOCATION OF(HAINLINK FENCING ATROOT PROTECTION LOCATIONOF(HAINLINKFENCINGATTREEPROTECTIONZONE(TPZTO 48 49 77 PONDEROSAPINE 15 PRESERVE 15 ZONE(RP4 TO BE DETERMINED BY PROJECIARBORIST UPON PROTECfCANOPY ONLY)TOBEDETERMINED BYPROJERARBORKfUPON 47 HELD INSPECTION FIELD INSPECTION•CITY ARBORIST MAY APPROVE UMB REMOVAL 78 PONDEROSAPINE 11 PRESERVE II v +H DOLS CROWN TO BE REMOVED,RETAIN ALL OTHER STEMS.TO BE DETERMINED BY 79 PONDEROSAPINE 30 PRESERVE 30 ° 00 o BORIST UPON FIELD INSPECTION.CROWN TO REMAIN ON SITE FOR HABITAT,PROJECT Q ARBORIST TO DIRECT PLACEMENT. 80 DEODARA CEDAR 18,18 PRESERVE 20 o o °O B :z 9 011W ( WAo�¢ v�a Dnaa J § ,•, � :. ♦' °i° p 9/26/12 RCD CITY/CWS REQUIREMENT MS O4/23/2012 '' tANoscwv[AACN TFCIyR6 wj , Walmart ® ® #5935-00 \\ . • �.• .: r IRAWAl10N Df316N ANO q.,;; ' Q j ,..,, RoN DAV s, CE DIED 1�R80RIST PN 6149A 1 TREE REM OVAL A N D -MFC-1.5 i MS SWPPP SUBMITTAL TIGARD RETAIL CENTER PROTECTION PLAN NQS-.' �"—� 6400 SE Lake Road T (503) 659-9500 TIGARD OR _.__.______._.._____ _—. ______....._ a,;.. .. ,...« ..a�••�.� Suite 300 F (503) 659-2227 5 '< SN 20-001-091 Portland, OR 97222 www.PAcLAND.COM n X 1 2 13 4 15 6 7 18 9 10 11 1 12 1 13 1 1415 i6 17 PROTECTIONTREE T A —0" MIN, 12'-0" MAX / TWISTED SELVAGE / TOP AND BOTTOM 1. TREE PROTECTION MEASURES AS SHOWN ON C-1.5 ARE PER RECOMMENDATIONS OUTLINED IN ARBORPRO 6. ALL CONSTRUCTION ACTIVITY WITHIN TPZ IS STRICTLY PROHIBITED (EXCEPTIONS GUIDED BY PROCEDURE NOTE ON ARBORIST REPORT DATED AUGUST 20, 2008 & BEIGHLEY&ASSOC. INC. REVISED ARBORIST REPORT DATED JUNE 6, C-1.5) 6' HIGH CHAIN LINK 2012. 6.1. NO TRAFFIC SHALL BE ALLOWED WITHIN THE TREE PROTECTION ZONE. NO VEHICLES OR REPEATED FOOT FENCE (TYP) 2. ONLY THOSE TREES IDENTIFIED ON THE APPROVED TREE REMOVAL PLAN ARE AUTHORIZED FOR REMOVAL. TREES TRAFFIC. (WITH PRIOR NOTIFICATION TEMPORARY/EMERGENCY TRANSIT OF TPZ ACCOMPLISHED USING oil DESIGNATED AS HAZARDOUS WITHIN CWS WETLAND BUFFER ZONE SHALL BE LEFT ON SITE AND PLACEMENT OPTIONS IN DETAIL THIS SHEET, FIG. 3) DIRECTED BY PROJECT ARBORIST. 6.2. NO STORAGE OF MATERIALS INCLUDING BUT NOT LIMITED TO SOIL, CONSTRUCTION MATERIAL, OR WASTE. 2.1. STUMP REMOVAL ADJACENT TO TREE PROTECTION ZONES SHALL BE GROUND, RATHER THAN PULLED WITH AN 6.2.1. WASTE INCLUDES BUT IS NOT LIMITED TO CONCRETE WASHOUT, GASOLINE, DIESEL, PAINT, CLEANERS, B EXCAVATOR. THINNERS, ETC. — 3. ESTABLISHING FENCING FOR TREE PROTECTION 6.3. NO ACTIVITY SHALL BE ALLOWED THAT WILL CAUSE SOIL COMPACTION WITHIN THE TREE PROTECTION ZONE. MAX. B" 3.1. ESTABLISH FENCING AROUND EACH TREE OR GROVE OF TREES TO BE RETAINED. 7, TREES SHALL BE PROTECTED FROM ANY CUTTING,SKINNING OR BREAKING OF BRANCHES,TRUNKS OR ROOTS. NOTES: TREE PROTECTION FENCE — NON—SLOPED AREAS: 1. CHAIN LINK FABRIC TO BE MIN. 11 GAUGE, GALVANIZED. NO RUSTED OR 3.2. THE FENCING IS TO BE PUT IN PLACE BEFORE THE GROUND IS CLEARED IN ORDER TO PROTECT THE TREES AND 8, IN LIEU OF INSTALLATION OF DESIGNED PERMANENT IRRIGATION SYSTEM TREES WITHIN TPZ SHALL BE PROVIDED EXCESSIVELY MALFORMED FABRIC. THE SOIL AROUND THE TREES FROM ANY DISTURBANCE AT ALL. 2 DEQUATELYSSUPPORT SHALL B EACH E OF SUFFICIENT WEIGHT and/or SPREAD TO TEMPORARY IRRIGATION WHEN ROOT / LIMB PRUNED OR WHEN GRADE CHANGES OR COMPACTION OCCURS 3. PANEL—TO—PANEL CONNECTIONS SHALL BE MADE AT A MIN. TWO LOCATIONS 3.3. FENCING IS TO CONSIST OF 6-FOOT HIGH STEEL FENCING ON CONCRETE BLOCKS OR SECURED TO THE GROUND IMMEDIATELY ADJACENT TO TPZ. 4. TREE FENCESE SHALL CONNECTION BE ERECTEDESS AT THEERMSE DRIPUNEPAROUND ALL TREES TO WITH 8-FOOT METAL POSTS TO PREVENT IT FROM BEING MOVED BY CONTRACTORS, SAGGING OR FALLING BE SAVED PRIOR TO THE START OF CONSTRUCTION. 9. LANDSCAPING 5. ALL TREE PROTECTION AREAS SHALL HAVE PROTECTIVE BARRIER FENCES DOWN (SEE DTL THIS SHEET). UNDER NO CIRCUMSTANCES SHALL THE PROTECTIVE FENCING BE REMOVED ERECTED AT THE EDGES OF THE ROOT PROTECTION ZONES, AS SHOWN ON C 9.1. PRUNING SHOULD BE ONE OF THE LAST STEPS PRIOR TO PLACEMENT OF NEW TREES AND SHRUBS. THE PLANS. WITHOUT APPROVAL FROM THE CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT, PLANNING6. NO GRADING, FILLING, OPERATION OF EQUIPMENT, MODIFICATIONS TO 9.2. ADHERE TO TRENCHING GUIDELINES WITHIN TPZ AND AVOID ROOTS AS MUCH AS POSSIBLE DRAINAGE, UTILITY TRENCHES, UNDER STORY REMOVAL, STOCKPILING, DIVISION. STORAGE, OR OTHER ACTIVITY SHOULD OCCUR WITHIN THE ROOT 9.3. DO NOT USE SOIL TURNING MACHINERY WITHIN TPZ. PROTECTION ZONES. 4. SIGNAGE 10. NOTIFY PROJECT ARBORIST WHEN LAST OF TREE MANAGEMENT TASKS ARE COMPLETED. TREE PROTECTION FENCE — NON—SLOPED 4.1. ALL TREE PROTECTION FENCING SHOULD HAVE SIGNAGE SO THAT ALL CONTRACTORS UNDERSTAND THE PURPOSE OF THE FENCING. USE IMAGE PROVIDED BELOW FOR CREATING LAMINATED/WEATHER PROTECTED SIGNS. 4.2. SIGNAGE SHOULD BE PLACED AS TO BE VISIBLE FROM ALL SIDES OF A TREE PROTECTION AREA AND SPACED ANCHOR POSTS SHALL BE DRIVEN H METAL "T—BAR" FENCE POSTS, IGH V SIBLE FLAGGING (TYP) EVERY 75 FEET OR LESS. B' LENGTH, TYPICAL, OR D APPROVED EQUAL 5. MYCORRHIZAL TREATMENT 5.1. TREES#7-21, 29,45-51 &75-80 WILL BE TREATED WITH PLANT HEALTHCARE, INC. 'TREE SAVER' IMMEDIATELY FOLLOWING FENCE ASSEMBLY. (AS PER LANDSCAPE SPEC. 02900) 4' HIGH PLASTIC FENCE (TYP) ANCHOR POSTS MUST BE USE 8" WIRE E INSTALLED TO NO 'U' TO SECURE LESS THAN 2' DEPTH FENCE BOTTOM, TYPICAL NOTES: TREE PROTECTION - SLOPED AREAS 1. PRIOR TO THE START OF CONSTRUCTION ALL TREE PROTECTION AREAS SHALL HAVE PROTECTIVE BARRIER FENCES ERECTED AT THE EDGES OF THE ROOT PROTECTION ZONES, OR AS SHOWN ON THE PLANS. 2. THE FENCES SHALL BE MADE OF POLYETHYLENE AND SUPPORTED BY T-BAR METAL FENCE POSTS SPACED A MAXIMUM OF 8-FEET APART. TREE PROTECTION FENCE — SLOPED rree F G 3/4" plywood otect 0 4+ inches or 6-12 inches of mulch of mulch 4"x4" lumber H o � w it a Zone `o CITY OF TIGARD, BEIGKHMC & Entryprohibited without 0 OREGON ASSOCIATES INC. U I LANDSCAPE IANNITSCTURS AND Z Todd Prager, Assoc. Ron Davies, Al pry} xt N Planner / Arborist ARBORIST CIW /FN-6146A • • • �y'y`ej�;ll FAX (509) 649-4798 prior authorization of PAY (hos) 664-7ze7 1"ioa)043-47ue dhrJ�' 4-6111Che5 Logging or .� N 080 road mat � 0- 1 4-6 inches o mulch CD Ti and Cit Forester or of gravel �, = g y Project Arborist N � Cn O ° � w 1 1 Figure 3. Soil and root protection options within the TPZ. � - M o 0 v � a 00 o CD w o $ o 00 00 — —•., a n ° } .��\ � CD z - .---_y--..._ ._ _y.n _ - F F� ..,,. , St .:< 8, �� :�S UES' ate, . =i<:�. ;. ACfO®¢OA4�CI,DpR.�' � No._ _D_a_te B aeu�sl©n Desai tion � �� C) ¢ _ _ _ °�° 0 9/26/12 RCD CITYlCWSREQUIREMENT �� 04/23/2012 fir.. wwoee.I.■ewrree7v■ea Walmart N , ■■�7ce�•� • #5935-00 Mss 'K, 111 SUBMITTAL 1 TREE REMOVAL AND 1 RDN�Da � � V 111 Drawn TREE V $ CE IED ARBORIST PN-6149A �1 / C-1.6 6 TIGARD RETAIL CENTER �-/ PROTECTION SPECIFICATIONS ao i Check�6 s "Project No. 6400 SE Lake Road T (503)659-9500 TIGARD OR ;� Suite 300 F (503)659-2227 SN 20-001-091 Portland, OR 97222 WWW.PAcLAND.COM m X 1 12 3 4 5 6 7 8 9 10 11 12 13 14 15 r' 17 NI '� s• Ij'F a t } � \e`.. I R, �.,,r" "., ', E �.•.• f GRADING NOTES �. eft ; ;, } , } ♦.;� `., '°r '\ '.,'•'��,, .zc>�. ,�.� �/ix ''i as r' f `. `t 'e ., `a ti,, ',, *,, \, '• __: ` 1. SEE GENERAL NOTES ON COVER SHEET. A1 \ `,, `'\`' ,+ •. / 2• ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE L9C CODE .AND. APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES, EXCEPT PRE-LOAD FILL COPE, SHALL& 2:1 OP.. [LATTER UNLESS OTHERWISE J' , \ '\ NOTED. SEE PRE-LOAD/DEWATERING PLAN(D-3.0) FOR PRS-Lbpb , ilx I aPFs. 5 3. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM PRE-LOAD AREA AND SHALL GRADE ALL AREAS \ TO PRECLUDE PONDING OF WATER., \ \ ^ \ `♦ ""` ` `° ` 0 50 100 4. ALL POLLUTANTS OTHER THAN SEDIMENT ON-SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF a; r) \ • ' :�Y+ -ra :1:' + ! ' r''w \ `- \ ds} "/:"..'`: .4`~` \ `~ \" IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO \ ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE (IN FEET) ''•," Ptl ''. r. °'♦,, ,;�`,,, +, ,, ;�� ^+,\ '•.,,,..,, `. Vic, ""^. ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WALMART SPECIAL CONDITIONS, SECTION 8, B /// : ! , '"•" ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION AS WELL AS THE SWPPP PLAN. 5. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO '^'`•- •' jj§jJ`/ �, ;iy,+;' .' '�:�� + INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RAiE OF STORMWATER RUNOFF FROM THE PROJECT SITE. !' III f J. «''Yj1•i, y�"a••W .......... •'t •'y: �a J f \ '•et L', `'••, "'t,�I�a "'♦^ -'`"" ^Gf✓tt��, "" A 1' _ " '• `t. ,. 1� °",�`- ' °ti ''°t "y 6. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES. q ,fJ� ' .P:?' '+:g::"Y,'Y'"":+ 'Y'-,�, '\� 4•. 9,�, P /' r:•�,( ,t E \ \ r\ `" �` \ f' `t,^ �i5". "'+. "f Q < aM1 •j.'" <« „x ..' ., .C.t t."ti'.:•.:°' i \ / t.• ``!• `* 11..3'" , `,,," .,. g ;,s' a»':':':T:•::•:•: 4 \'�. }\ :.:tt......:�'''� f _ -x ,''^.','�;:,".., » '`',«<'r '• .,w`... `RROPO$ED`.RETAININ .,WAi _".. " - . ^-•...., 7. CONTRACTOR TO REMOVE AND DISPOSE OF UNSUITABLE SOILS, AND SHALL NOTIFY CITY OF LANDFILL LOCATION. rnf•, }«ih tF .'i'.'•• 7 an•:� ;.%....:... •ti,` ��.��ikki�`.�„.t ` "^a^ , iff f I nr 1, >; {° ;>;•; : F .\`+ / �' 8. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT ALTA/ACSM LAND TITLE AND TOPOGRAPHIC }jpp ' ;rCO �r �+"' diwS'a`d'`'f"ae "•�: ' t ' r} ,.+ . , T ;! , ^ 7 "/ SURVEY (EXISTING CONDITIONS). ' t.•' 5« K.! " 1 i . ":' l / t''F7 , p 'y '" "a;.;'° r:'�" a a 11 '• i' i d : t . .7. •' ^ii ifi 51 1 nits; ,r,. a ;a �, � x 110M,...,^R i C ' , • , I <,s, t^ a!� � �,� . 5 r 9, ALL GRADING WORK IS TO CONFORM TO THE APPLICABLE PORTIONS OF THE IBC AND THE CITY OF i1GARD ,,,•w" ''rf,%`it rG� v,41 p er: Wr,... R9a >,-+ :R,.'': - •,.) `"a"s_ �.._ LxR "R R ,4 "< .'1.2•w ``\ 'f 7 t .:.. ,.6 rtv,'£i ,.'.*^c a,fi.';{ ,� % la �i .1:':':•. . h ::[:'.':.'.•:.'.;,.L 4 w,G^ ra3inR � � �,'TrF' ,.oer. '*, G '@ �__ r,v. +, wP : m e .a a a� , . 4. CONSTRUCTION STANDARDS. { X• �'' tat ;:F / :ys' ,'• i.. ..\. `a a'< , .c I'a"i' 1 °:::J.'. . .'. . g „ S ,t J` ..a ;,.•. ' .::t�::::: ':.?.':::::: ..>-.•,L, ;.Y+, :.1.bd"::.%F' 10. EROSION CONTROL BMPS ARE TO BE INSTALLED IN ACCORDANCE TO THE 1200 C PERMIT PRIOR TO GINNING ; '\ t.>..a s,t,.,. .1. .,., :, II,, r :L1 •. ` tit - ` ..:,..:.�::.......... .:::::..c...................,.. •' \..�' BE 0 I,, I ,,,. . ,; ; a ,.......... ..... ......... ................. ........... . age ' . i !`.;i., :, :`:,.,,':,,^,...:k......: \ .q ♦A II♦ . ,.', ,.a.°:,`♦�.','.'.. ; , ,, d Y,,, l , L.r, ...... ..... .. ....\................3......... ..., !,,.•rJ.w..`:.a::•....`.J.n...L..........y. }(pJjjj,, <. ,.>♦ r , a i , , , , a;}, , ,,,< �.' ` '. __,ti ..., ..., ........ . .. ........... , \ , .P,... ANY SOIL DISTURBING ACTIVITIES. AN EROSION PREVENTION AND SEDIMENT CONTROL PERMIT IS REQUIRED. SEE ,` ,�: ri'r ♦1.,i;r )," f; t, >r'. , ^,Ivey a,,,. ,. \ "^d'^Ra 9'°Y+rR`Ehty R 4 Ea ._xs �' � EROSION CONTROL PLANS. i ',{'f ♦ i I:r i 5 i ' Y'i �• R to A,.,r� `i'",'y° � R it :` ;. '•1 Y. : p i � �' �e' ':C, J p"'7w 4 'A d`Mr�' 'f r' % f f e l k. I i i ` �'"♦•{ ♦[♦•` "$V< [iii; }^ tt r I ;.� : ✓'.,.�, , , ,�, ` ,; ` �� ? � � _�� `" 11. EXISiiNG GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS } >t O P ,� • ,t.l. , , � . 12. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS f i• S'i ✓',0.f. ,i,,.;.i.y♦ � FFE �;q(�6.5 a S '�a�:�^C ,*��'f,e^4 xv�'w '° "r�3< '`�'� � k "\�`'a k . 1 -. ',.•.^ , ' " • ., •� ! �/'' i '; .,.'. . .1.'. ♦` '1 '• +Y tJ ,4'. a; G' a:. aa«nw„ ^ ,«,, : �,1h, � S ,.g: •p•, I ,f"Jp i ` ` 'a ! +'`7• f e.t.t.t g. •: °,• ;( F:7; It; •, ,r m . :::. *t^ r ` '°"' ^.:^ - ' PNl t z I '4 • "„, ,, ,•••,• ••.,,, , a x ,r} �',, ;°• 5 „-, ; . y �a { y � �, 3 ti "", 13. CONiRACTOR TO ENSURE WATER DOES NOT RUN DOWN FACE OF SLOPE EXCEPT FOR AT DESIGNATED AREAS. 4,,' �« , •M1,t ' "♦�,' ,l••.Y. I ,i f.! i. P y �`:tl.l .�' �F a &ent. `d "' :r' • "t„ t,._. D f 4„•` .'l ,9 s 7 c k ',, ay c, 1, a,{ha#r.: rgo , " .,. .''' «♦�:, e . , ': •'+'T lil , .� ,°€d 44:- „ `"t"''3,"c � 1'; vat s.... 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F- / E �' . %i%' 3 FSE; I tr �1t3t1 *,; >^ I � ll� u 'C}at+ PAF I . �. _ Yi,� MS 04/06/12 �� G1NeF�� ♦�I s.@Y1eg stst n r7 / ro }'11 0 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS91P a Walmart v'` #5935-00 ySPOT ELEVATION PLAN IV C-2.4 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS o G N C7) 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS MS PERMIT7600 SW DARTMOUTH ST ON vG 00 yah " �yq 14'2 G� 6400 SE Lake Road T (503) 659-9500 TIGARD OR 97223 o + N Suite 300 F (503) 659 2227 O@?� �F . ,. , , N L. SN 20-001-091 RENEWS: 12/31/12 Portland, OR 97222 www.PAcLAND.COM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 10 c': 17 �11ial",rdtdJf `:� P ~ ^w, `"1" ` , 44 RIP-RAP APRON AT OU TFA GHS PIPE SCHEDULEfiRUCTURE SCHEDULE / T}' ' ` "`'`� `tr EX= I 182.$2, ``r TYPE THICKNESS WIDTH LENGTH L *'"" OVER CROWN LENGTH LENGTH TYP. Rltl IE IN I OUT BOTTOM DETAIL LEGEND d, f lt. =`° ` . r ``' r O F (OUT) t / !b , ` "`~ - • 6 `` ODOT DIAMETER (FT) SLOPE (FT/FT) DIAMETE (FT) SLOPE (FT/FT) •:I ' W .. EXISTING CONTOUR ". ..-�3�'rv'-" �' „ r !. "~'r ; ' r "'' , •`., �'" \. `"" ``^ '`•% "' "''�, `", ''\"` DIA. 12-FT OR O1 OUTFALL --- °c--- - 167.30 ----- /""^ 0 + 6-FT DIA. X 4 A ;,^, 'F "a:�;,yy 1,u ; )� '°, '`_ °\ 'ti � '", ". `\„ CLASS 200 2.5-FT 2-FT ❑ Be51 0.0200 26 Be31.9 0.0150 „� " .E 15,+"PUB,LIC RIP-RAP NOT USED PROPOSED CONTOUR zsa �; >,' "'„1 , STORM "' ' � O /., /" `` x 'a+',a " " ,;Y ", iEASE�IENT '"^, `''"• "" `'• ` "" w 2 18" 198 0.0076 27 12" 51.8 0.0050 -- - STANDARD STORM MANHOLE- W - c _ 3 'i7J.15 IFs.It1 O 168.80 ts7.3o 2, C s.2 r :•,r' L O CONTROL I4H + , {\` t ' > \ ❑3 18 14 SEE C-2.6 2® 18 91 0.0050 oder / t { �, +«, t / � .,,r r•," '\ \ '` ,` ,. STANDARD CLEAN OUT o a_. / iil,• � „ " (JJ1 r. .i ,a \.' \, .\ 6D / 18" 10 0.0460 2 18° 10 0.0050 SEDIMENTATION 178.92 172.46 (SE) 172.26 170.76 2 C-6.1 STANDARD CATCHBASIN f r, a ._ \ :'s `• `w ;: 't / ., ; MH#1 172.81 (S) /' ^•'' r r l,r',`•.°�f>/c:S l,r", j..ma.f*..cy/M.y.'/.,Jyma,.1„c^�a/� ,3[aY i».�r,.E Rc.l,,ef..t:aet,,E°F7%nej,YA"t)<Y,.rIfiA+it.dne.A"y:*,J f/f a a(Fdrd t+,6{ee:<"!i jia;:I•:r,A,1':ar6°:;,d'xiO,,,,,�m;ro°:;:+:"a$.',, ,•.ee.:e,:;` .4,,,ry a.:::ryea,j,�I"r,h,a«::•,r;T�,,e,,,,�ma7,,ya'a�I.,rx,,.p.".,,:`H,»�'�R:.« ,',,,I ' Er,°y r ✓,,"c,f,'r°"Pj.'q i.rrf',dr:frY;rA;j,rrdrsuY t,iPf`tn1„a"tq9t,+4'F.�:",',r ,.," I•A^,fY..I..�-fr.�.T.1ax, �ex"y'1�/,'�'-r"-`rr"'r)$�;�"Y)E.t.i>\,�.`,6r,R:,~til^',.�}-'"4;^••,•,t�„...:`,'''°""ro^"•`,•c;'-.;":,x'`;,:;.:,^,�.�.,..".�_._,o!�,, ..r'"._.'...�t9�i ',� .---twB'-a=,f=``f:."'•••"t--''1v."tJ4,1�^$+-..9.>.r Y•.:F.�y�a .� ri`_-"..•--'.-,.---"-."-"":Le„_=.� , _'s+gd,;,,� ..-,._ =i _- w �^;:. ?^ -:,.--`;';" , it FC �l"• � ❑❑1692 1188" 62.8 62 86 000020047 7 ❑31 2244" 24 0.00 50STORMFILTER CATCHBASIN O®7 CO 1733.2733 (SSE NE ) 1 73.13 1 CC-6 6. .0118 0.0050 MH 180.95 74.28 171.63 2CSTORM DRAIN PIPE i 73i., .85 SW ❑7 18w 71.4 0.0046 18n 102 0.0050 17RIP-R P APRON B" PERFORATED PIPENTH 0.57 SLOfE 8" 1TH M `' RIM: 18MH 180.78 3.56 172.06 2, C-6.185. RI :`1'87 54,.EM5DED IN .QRRIy ROCK;.REFER TO 174.73 (E) 18» 90 0.0050INTRCEPTOR DRAIN TAINIE: 181.90X f REIE: 181:4515 173.6 0.0049 176.74 (SE) Bw 65.5 0.0190 18" 82 0.0049 77.97 (S ) 175.58 174.08 2, SMH 182.36 C-6.1 _ 0 50 100 - 4, - _6.1MH 182.39 177.20 (E) 177.00 175.50 2, C8n 8w rr (!N FEET) ----- ----- 2 0.0172 22 0.0170 1 8n 58. 1850 .w -6.1 Z MH 179.00 174.87 (E) 174.67 173.17 2, 8 193.5 0.0207 37 8w 41 0.0273 0 ' Ra „ O PIPE LENGTHS SHOWN ARE FOR REFERENCE Bew 11 _ '4„ /•%' ;" 1 13 55.3 0.0367 38 8 148 0.0320 O 1; ,, % - ;- , "` . , + ONLY AND NOT TO BE USED FOR BIDDING OR ❑ ❑ 9 , ""y'"" ay� ,.? `, ". s?4..,.r+::,.: �"-`_'_ ll a' ' ...»,., Y< ,•„ a'g 1 d { k°, b , ,',' , ,.; t > ,(f tt• ,., � u,'.. t•':AiR'a`re,�t» a w ', ,� ^a'9'si, ,',',',• ,,"« ',, :, q CONSTRUCTION PURPOSES. CONTRACTOR TO 60 17110 NW `'"` :; 14 8 37.2 0.0580 39 18 294 0.0030 1 SEDIMENTATION 176.00 170.90 SW 170.90 170.76 2 C-6.1 r , P > " ,f 1 ,, - VERIFY ALL PIPE LENGTHS. ?„ d, � d � � a r'� P« , . . I s ';4 `,, r'J ,.;;' - - - ' ,-_� �� > MH#2 171.10 S A r J ✓."J / .t. •^.;,`4^ n a '� ��•^ IW -58'�•'^" r,"rr+r �:>;=•' a�' �- r�-r.1R 15 8 14 0.0398 40 18 268 0.0030 •i a %A 1 , �� ;:.s:•:^:^ -^r'' I•, MH 174.78 171.71 S 171.71 169.71 2 C-6.1 / .f .4i !' 1 y, ♦'y?,L: '7n. �^ 1• ,f ,••'f: ^' N rr• \. a -,+ w n ( ) ' ''.. 120DO i$F ,. t2 51.2 0.0648 41 8 9 0.0660 $6.5 1 ,i. . S ,'(3 -' u•,"_,r, m, ,'• ❑ ❑ 14 CB 177.00 ----- 173.83 171.83 3, C-6.0 INTERCEPTOR DRAIN, w .. t. :w♦r:1° ":' t'' '+•' / 4) !✓ / ",ti �� - i REFER TO DETAIL 3 SHEET C-6.1 17 15 245 0.0038 ® 8 6 0.0410 -/ 1 «'4♦ «( t q` j r r7, '\• " •' ^-`,.. wr" ,,,w':w 7 't•'1' �y,...", r ----- , s, Q CB 177.20 173.77 171,77 3 C-6.0 ,.f ( J`" .r „,++r,r•?0''e,>"d ,akaa"is'a'+,a:'rI1;` :"k 11'J 'I{II', > 9r i '. . ";bN'4F+r1' Ap{aI7 ✓ r '• L `:+, _ i^ �(„'•'»::�'"' 8p. a, ............ . t N `` , 690438° 6 0.0740:+ t` 16 179.21 ----- 175.88 173.88 3, C-6.0C13 !d" r r /$jf/�J�eri ',,'xe,',•♦•:,,a1 e♦•aC"Y.ie'.e'e,°•aa...°•Pa.°i° 7'.•.\ a,'AAa+Sa,tr«.r.pt„.a,,,^:°A,e:Aa,.,'`aa«`:r',T f L4G�g9;'r da,;i ,;,tn,h;;�.,;�s dJ;P Ji:•, r`` i' ` f° ',,� N;,I' l,�' _µ„' v•!1r 20; '_,. 1 4r "w,_.'.,^ ,.,w,._..rw---~� �.,. , "`^...;..::,«.wr..r...,."r... wt! ,t . 19 Be 21 0.0360 ® Be 193 0D.0D76540 .......... D O CB 180.40 ----- 177.23 , 6.0 B". 0 _ " .'.^. ' . . < i\ >• pp It s, r � . Be 21 D D23D 453' f :? .. : ,r, L -M ,t OCB 181.70 ----- 178.53 176.53C-6.3. \ �a ... .. °Tti 8w 20 0.0090 8w 93 0.0030 Jn dd r:.°.:°,it.Jr,:/..A,:J:/:" yt,P•ir,•,iP°,:,q?.,?tt�tPr, ✓,at,y+,:•a,.plrre,t�?�°�',::a'*i:r�r4YLe,:�a,�:,«.aY»�•,;,f, ' ..;,i_ ,'*d' ,r rto'; d`,+J,dR"••fAIY,rJ^^!/•'.„//r'd,d!t'rp_'/N,dn'.7 r^t7? ..S'`t'"i fi -•.i__"' ^�•r^ a `r.,,.,.rc•__ +@' I'''�:}I"„rL\\.k�'r �,.;;: A J�•:t • \ 2 ©O1O2901 AREA INLET 183.56 181.0 180.06�♦ , ' 18w 9 0.0278 6w 33 0.0100 CB 180.00 175.50 r, C-6.0 ,..rn 0 6" 88 0.0100 5bCB 178.40 ----- 175.2 C-6.0 , 2 8- 40 0.0797 1491 18w 194.2 0000 CB 178.40 _____ 175.23 173.23 3, C-6.0 DRAINAGE SYSTEM- G -3.0, PRE-LOAD AND Be63.5 0.0200 18w 14 0.0050 /'VREFER . TO D /;_r i'',,, '.>t.a' `C-.P� ,f.,^`.'',".r".,`r J•": `jF•rt.Il'mpMa1a"-,!�aa'r,g;aaPr r?x.,«as„.♦1•,,�.a>"1"dIa.�,,,t.,<,°r°s}�,"#l"r^:"a>a1,�M•`,iacdal+,ar S¢¢i+d,w'J.W�,<r:,e,..•'J.rn•aa•,},.I«,♦rd,+t'r..,.•a}ra.A,a:a a.srxa,+°Y'C e+,.a.eh,♦7N°»,'r,».,N•n.:+°+n"'r„°'ri,`•Ba.a,+eJ:r.i•e«�:,ar°.e!`':«.fI n'i:.,re✓.,°.a•A•r..`°r)ra�E,",',•..�,sr«a»,r!r,r;w'A.^:".a,'N•e"°D,I,Etla1lR.r•'.•,^.I'J•,t.f ,•d.. .rr°R, ✓J., { ,�.`•.�4.:r:^''. ,v 1=,S..';(fnLJi:;..I.I,.,,t\,�>,a�>',•a^,.°,,,1.7.4;rya„,5,aa,.,a,,x,+`\i";a"1 r,yi*p+-xc"a`t`.,..- QQ2",Y,P•�_a.�, `W r�...°y.^o%'..r;.ro,.r A rd . 'r;^.,•,f✓•;, ,,zr.":'t.,l•;::,r"`,' •i":'"i:"•''•';:=1 ra3"s.:;:,;\,_.r i/r r"„. ,rt/i�:':^;;;�,1,.,,,4I,,<. ; `r,, ?^„:,,�+,,;.t":gl``,•{��,.•i" J\ .q/=;'.o. x • ,_ -�.. � "'• �1<s i ,�`• r.7a ?��-�'`,\',x'�!S4.c s,,`.,>>'.��.`_'•'.`��"�y `•"',_•"°._�"�.+,n._�,'..r,.,GROUND IMPROVEMENT PLAN ,,r`<-i•-r`.""-^- .-. d ®51 18" ©�96 CON72TRn OCFBLLOMWH 2 11177 7867...42500 -16-9-.4-5- 111 677953...429 530 _111 67_7831_...902_003_ 333,r C-6.0 666...0 - 18 34 0.0070 CB51 42 5❑2 6n 166 D.D1DD \ NOTE- ONSITE DETENTION CB 174.60 172.37 170.37 3, C-6.0 FACILITY PERMITTED UNDER 6TM COGDJre 8 49 0.0100 CB 174.30 _____ 172.02 170,02 3, C_6.020PFI PERMIT "17525. , 5, ,_ © CB 17405 16997 3, C-6.0 NQ DElNT1QN SYS' Be 8 0.0627 EEACILITY PERMITTED UNDER -__ _____ 169.00PROP DMC- ... IL� .VAULi IE: 71.78 w 0.0047 3500SERIES OTE: ONSITE DETENTIONU � EEFI PERMIT to 14 0.,200"A . 4 RObFDRN'77.00 TYP C15*' 30 0.0050 FIELD INLET "A" 171.5 169.5 0.1483 "1 i 4 CANOPY DRAINS . ,'J t' q \X. d c{rbA '!,°,t:1lr,erf$�da;kytx�r'q';.',1.1�k.�A'¢^,'4'tLairri,1'_0.a'.,«r.t1„tr;,rda'.�;r',$.`"«,*,,r:,',Y'."'«,��;•�ftt',d«,5r,f�ar«1"",,tr:.I#:,:a>"•4�'¢+�` r 1fJJ e1�1Jnt8'```. t iJ t , 7g «l?:", '. E ,�_.\ `r 't „ ,"- ^ , 1 ftl�/./'"',✓`. ,,er', Lr L", ',` 700 (TYP)�;' E I�'I,"`•. '.II r Ifix;*t',.• r 'aT, :^1�f . '�P.`Iafl'. t 4' STORM DRAINAGE NOTES ©®® - 17722...5405 -16-9-.5-0- 1, C-6.2 mart p1- E 5B Wa 172.080 (E)60a MH 179.00 17260 171.10 2, C-6.1STORM DRAINAGE PIPE NTH LESS THAN 2_0w COVER SHALL BE IV -138-NO (N4cW 166.95 - J x Y R"nh,,�d&t"• 'I �d '`kabE�t�«�n:°." �."«.♦' of°t � a1 '1,i1 t. 4rI! v ; A, ,� .^ , , ffli t , 20 LO REINFORCED ADNG.NCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H 33 (NE)V, 900 SFf FFE 180.00 Mil 178175.14 (S) 173.59 2 C-6.1 2. ALL ONSITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, r , '" "^ r _. ' , r S3�f «.+•ah s,', Ft - _t7 _ f ."°, ^r_ MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N-0.012 MH 179.47 174.96 E 174.40 172.90 2 C-6.1 fr f "^:Ar'+ '"d°3,:,,{�icr�,a't 'h'' "f • e -•��`-'.�'y',,,, /,: ./' 1 , I F• fr t 1 �t ,6 r •:♦i. :: �.. OR LESS'. ® ( ) r a •4 , R / {{ 1 la ,e, .`> . ,eatu' l7 -• ��,._; 1 ,l,t`\�-`\`""'�- .rr�rr r rsM'{ I J' 1 ' e°.r : ., 1•:e, °'• ' 6 MH 178.80 173.90 173.70 172.20 2 C-6.1 t`'' :U.9r:' � q ... j..," ;'r {', � � a ,' qs° Y a , , 'e,l , , a,�♦', c, 3. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION AND CITY'S n ^otA'e i. ' °,,,.••' , ,,.' ,. ,. ,,. .,,,, ♦ <, ,� n:.a ,>< ;_ .� •, . t.s°�>nM,rt�>,. .rs,�.^„"`^�Nro ,..: .:�,;,, �� • d � � r .,.p� , APPROVAL. MH N,W174.722,17910 174 72 173 22 C 61 I ,r' ,41' �,�u `a;.pa G. .• . ,. „,„ag„ ,-.., ., ,u 177 'a' Mn. jru ta'r„.,:.• ": , . 7 s II t . l / _, , ,:;• , :' "1: \" :; : 'a r _, ._ DRAIN ® DOCK --- ----- 175.35 ----- , ,, ,r \ 'a �' - ds , ..,k r � •.. `�!�,.,,..= ;"`""" r-,--" _ . ^�`�'`\� ....•">.yr , ` i - � � m ; � 'm 1 ,� 4. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE 19 ✓ :>� 1 .,` tiM V4.q ,.,.. •,a *;®A"4y"' r j:`•'f` t e•S.°"°•' e•E y ss ss n ss SS `SSS r=te; S'^,:mac.--- - FRAME IS AT TOE OF CURB OR FLOWLINE OF GUTTER CB 178.60 ----- 175.43 173.43 3 C-6.0 OUTSIDE EDGE OF GRATE " ", I At'r" WHERE APPLICABLE). D 4'X11 FLOGABB RK 25 _W ``' '„ N-UNDERSIAB DRAINAGE SY TEM - REFER Tp D-3'0 ¢ ' ( ) ya •. VATILT"W1TH''T"GAR GE.� 1 6 W S `,`` PRE- OAD AND GROU D IMPROVEMENT:PLAN :a ----- 4.83 172.83 3, C-6.0 j' i I 40 CB 178 00 17 , ; EZ ,.SHEET C- .3 { ~ 'k^ ' I I r x : '' t• • r ' 5. CATCH BASIN INLET PROTECTION EROSION CONTROL TO BE USED FOR ALL SACw:A..Vr '^:;,y ) S$' �I , 1'Ir :» ' 1 4 • !f, l _____ _ Q4 Z ' ;; ,� a �'" PROPOSED INLETS PER EROSION CONTROL PLANS. 4 CB 178.40 175.23 173 23 3,.C 6.0 v.,r«.,z, .,,.,1,. • ,„ n r S, .«s. „\ '! r r„ ,4'e N'arY«a ; T •�^r M.. ♦, "'," " `' ' ' •,`7 7 't 'I, ''' .'' ♦ta s✓a a,°Frx ,;.'Ex,,aa, �'s".ny"tif � „I. -�l,I rI�P.. '.A^a,." `a ' M :r•✓ 2 `\. t ,.i:. ( r y 6. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE 4 AREA INLET 182.80 ----- 179.63 4,5 C-6.1 / Y e ° 4•s"s �w`t»..r, r'",,.*,, P � r,e.•a ^^. � S„ � � � i 4 " :� °,• •« ........ ..." CONNECTION AT STRUCTURE IS WATERTIGHT. ....... e fir♦✓. , ,, ,• .1• c ,•q s�,•,°A.'I A - w` "� Ir to ; ri;;f q>5 i 7. ♦�L STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH ----- - '•, $ - _ 1 a:,a 4 CB 178.80 174.30 172.30 3 C 6.0 H II :eeeq , ( t b, eJ ® r I i ✓ + , DA,^. H6 ✓ :. ; te,e,e„a. n \.: f y ✓,=•.. {:d it PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN q , ,:r a'•e a ,• q ♦ , •a, , '^," � y, ',°,, Y j? ti Cr UNPAVED AREAS SHALL E 6" ABOVE FINISH GRADE LIDS SHALL BE LABELED ® CB 17880 17480 172.30 3, C-6.0 ... '"'.,, 'i•a547f "STORM SEWER". a,a^+"° a. (, ♦ ♦ e P'' D r . 1.4•« 'a, n. a ,Aur d,.,.,..,. -- " ----- ,.", _r' � I ., ,rff"r�r 46 CB 178.80 175.63 173.63 3, C-6.0 o :rN;r"., , i.',, ``,, tr•: B. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR 4 ^, • , � � ,«•�Y�,.• ',,.. , ,," d ', ,•. .:°;�. . e ,,...: � :� .,;.6 •'"•,•, , �'. � "`•.. , .. �. ' I �: 7r°`" ----- 175.63 173.63 3 C-6.0 i T M i ® CB 178 80 ;�, ..ta°a.'`r` f >;* , - ,,, :Ftiri+ , ® . '� lFt -` "�° . �;� `•, f ..a • `.H INVERT FROM INVERT IN TO INVERT OUT, UNLESS OTHERWISE SHOWN IN THE " s {+ st1' CATCH BASIN DETAIL. CB 178.80 «»s r d ea: ¢ aaaw,s° ' •'' d r itS+lL7 s ' \, ` m2.7 > r 4 CANOPY DRAINS' i i 48 �4 h •. ^ U I., r � r - �f7fP 'a:, ". . , `pad: , A� .: w,: > ' , s+r, , ; .� 6'; , ,•;, . :, `� �a '• IE:� 177A0 (TYP) ; a �jgyp� �# a .,.,. r'" i :::EI"". , } ' , 'f✓ y9 : r. i IIGg ;:3 a'1 �f , f f „,,. ^, 1 a,..,enenr +-,:::.'..L;annne«,un«�"' .....W"..-.... .. \ 'i„ { .,,...- ' > E�Kp•aT` Ra F, , , , , prRa' ;e;,rj ,, ft, ; ;,, r , ^W !� I ' 9. FOR ACCEPTABLE STORM DRAINAGE PIPE MATERIALS REFER TO THE PROJECT 49 SIPHONIC MH 179.88 175.0 175.0 175.0 5, C-6.0 Y ra«� r t: a {,t lip,O t{ )Tv( '��' LII O r4 SPECIFICATIONS. ,1'q. , ,! °sM:;: aaww r^w,e n) ' « ^+`," ':r` ( , ,t! , °\ t UNDERSL'B DRAINAGES TEM - REFER T C D-3.0 +, t, ; yrEry :"Pr,aegx `ba � !. ;)�jr25 ,' lI( q CO 179.20 ----- o „' f �' c:°: a,.r;# ,rr f; . `I Er: t' PRE-LOAD AND GR ND IMPROVEMENT PLAN « $ , , n f� : °b ane'a „ r r a , ,....,., ^. , ,. , e . . , �.irr t ,°, : ,•a t.,. r ,t ^q, a f •' ,` ,:.,. 6 STM CO " ,, 48 1 . ONS ---- , ^. L �; t ° •...r � �, ..'e , . M<'+,• : ,, . . r , s.;, ,r ora" , \ , d ., ,^, ,• ❑ ,.,,"' Iy �"" ,,, 1<,«R>` 0 ALL STORM DRAIN INSTALLATION SHALL CONFORM TO THE APPLICABLE PORTI , f' p.a a. 51 CO 179.46 - 176.20 _____ 1, C-6.0 >•tr;riY a` I x' , : "', , ,;.J1;r!1,r7, , ;a, + t ; , J ;. RIM: 17,7 P3 - - _ - -� ptt°;,p' OF THE CURRENT UNIFORM PLUMBING SPECIALTY CODE INCLUDING OREGON { r tr f - - l ' w ' !a«,n' / +,.,, AMENDMENTS APPLICABLE SECTIONS OF THE CITY OF TIGARD CONSTRUCTION e e i ; "�, F e "A•:, M >pxi. dFlfd85` ¢"` , S ` I 171.60 t : • • • s;,+ e" w • ' • dr ;+` i� E ;' 1 nf{�` SIPHONIC MH 179.65 175.0 175.0 175.0 5, C-6.0 d, ":'°a,.e'a°a'^i. . r ,.,. `w.,, 7 " r^•"",,, ,�«# , . �a� ^z r;; •. 7;A,,1�'�; t LS i .;`- ':; •.^% ✓•`''9�• >'•' f ,^.;x?4 rfiJ STANDARDS, AND CLEAN WATER SERVICES DESIGN AND CONSTRUCTION c\I ,_,.' E,.,,, , ,a e,.,,.a+�.++;+.",,.,i,•4'•.,,,,.,.,,....,,,.,. d^t,,,.'r' ra,,:¢,,,w,,,«.., .rr xI.•.,C , ,,,,n�wr 3,*fia v,e,$.'3 :;„e., ;:`•,°:,yr."^°:,'r; ta n\,s,e,:,;,,",.,.*r,«:,r^•r,...,",,z.^..,,v1+'r(.rSo •'.r""_ .",1�`' "'; •�.,i .... '�3 .., r.:a,.�„!..-. 1 W., ,,,,,,... ., ,,, ,,,,,,,,,,,,, „75'. ara t STANDARDS. ® 173.78 (N )60w MH 178.60 172.25 2 C-6......,..... .... 173.78 (NE) 1 4 " Y ^:�':`.:rw";r,, „ ; `�-- ^" ..--'. _-= •,,,. `•�-�_.......-?.. - ,`p' ii. SEE ARCHITECTURAL PLUMBING PLAN FOR ROOF DRAIN LOCATIONS. t """""' �'+Y.:,!a'+^a'" °,°, ,.' ,:., '•4��YY'hn',:, x^,b Yawr�Y'ti�''r --____ - Ib r , ' .„..,,. , , " , ,.°•r , ...,,, ,«•«.:�t,.;E.. , . , ., „ '•a •,,'. ' "':;.::,\``: n ',. ..-• ._ - _ _ ,."?'.t, r ' SIPHONIC MH 179.90 175.0 175.0 175.0 5 C-6.0 •,r. . a , , , , , a e,«, , , ^ ,z;M`:'� ',r..... ; "„:,:,`. , „'.r � c .. '^ -.,.,--,_._.� - '- ..179._.'"- �:,- .�---••-"--r- i" o„ `' r 4 ctn(a3s7 \\\",\'\-\� "" ¢ts kF`"J">.M,'•:, •°; ...",`."\",.%, "�•,`i"'•Y4``°e°w e,„•e e•e e.'ee,.ee' �k4`,:,..;,a.!e'2V°. ,•se .5a,,�a,` "\£w•,. ,„ r .,.��f'r,,`.1 p,(,r' k_ri_.;I,✓YI...f --. --.„.., _!<`'r,, , • ,ya+.I-a,".s,;x�.x,.R;;sa^�.ww;x.wi"+a„...u:.••t..'iaa ti-«Irr.•:"w"w^^,"_w4l•'1iYzY,-'^vrt s Y¢-",.,.0-..-�<'n'd.".',•w<raer".4wL° "+�s}-�'a^-s..�si+s:-.3u'.=Y.Yt�.;"i�'s ")r"...,-,"..r,r.,w,d'r'.w.zix�+,�,.1:,«c�„�r,z=..«-„.x's.'.r.YS.,�kS•4,^�-_.t.,::_,n,,..,,>...4-',.w_x'.,.._,«x..,-,,,«-ya-.3,-sE'r-,:•-,•I"•:A":x:.`-.....,.s-xsr'.q,��y f/A%R{.:�v r:.::ery,a:+'a.♦•+r«-`sa-.•,,-,,♦,..<:ro{1.W-,',.'�.,w".a,.e- .c..r°.r♦-dr-r..,c.'sx,ra.=MssY-s°�•.,T$-a-x.a-=s.a.-,°r',.-a"ir..x«.w.-:,,f,e�xy..T,1:.n'.Z.yLa�-n,"r".....d.^x._,. _',,_:"rt�.-Ir.'..-•tr»'.'-�"-,--aM,.,,a.-_:d:t.-`.r.s$,.x's,"*,-e.-x"'."_-c't.,_a-'+.,�.;t,�`Y.'�g"aT:i,x'/aa✓',x_,.v+^? x.,w:,.,e..;a•LJs}4 r"•wt�M•t�4P+ a r 12.SEE DETAIL 5 ON SHEET C-9.0 FOR SCHEMATIC DRAWING OF FOUNDATION DRAIN , -6.1 e .4a;rpt, MH 179.20 174.75 174.75 173.25 2 C $ CONNECTION TO THE ON-SITE STORM SYSTEM. SEE ARCHITECTURAL PLANS FOR FOUNDATION DRAIN DETAILS. SIPHONIC MH 179.25 175.0 175.0 175.0 5, C-6.0" , . ,w (.5 CO 179.50 175.67 1, C- C,-V \\ ✓ r,.„" ,„.,.,,, "^, , 4,a,e • ,,n, e ,o-•a, , , LT�,j_ . r„•„�• rr' ,, � , , + ♦,_:°:•: ,^ ;y �.,.X , . .r.. t ,« ^ 6.013INSTALL RIP RAP AT ALL PIPE OUTFALL LOCATIONSSEE ROCK PROTECTION AT -RAP SHALL BE PLACED OVER A WOVEN. T OUTFALLS TABLE THIS SHEET. RIP CO 175 25 172 23 ----- 1, C- 6.0GEO-TEXTILE FABRIC I`7 I ...�_. ^.�.,.�+-�--�-�.,-�,..�r-'a-•�...,� wlY3wi.s'wiw�fi,.',i-ti•.`x��--�,... � ' ' �^=' �--�-- �-�-�W- '�-�.,-'�-�- �_�..r �^'-��--'�,^. ',. N „ Y ® n UNDERSLAB DRAINAGE SYSTEM - 1 CONTRACTOR RI CROSSINGS 0 CB 186.1 ----- 182.2 ----- 3, C-6.0 6 STM CO ``'`' REFER 70 D-3.0, PRE-LOAD AND 4. THE CO IS TO VERIFY ALL UTILITY C OSSIN WITH EXISTING o W/CONCRETE COLLAR GROUND IMPROVEMENT PLAN UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY o Qi RIM: 169.50 DISCREPANCIES. IE: 165.60 15. CONTRACTOR TO PROVIDE ALL PIPE FITTINGS (REDUCERS, BENDS, CONNECTIONS, ETC.) AS NECESSARY TO CONNECT DRAINAGE STRUCTURES AND STORM PIPE Know what's below. INTO THE SITE'S DRAINAGE NETWORK. Call before you dig. ."ac•.w, ♦ i:""r 'lr:T .;c 'u`'�,t'^S°�� ' _ _ .J P �''^u E•x�w:u ;'%2',ul'v..,r:`�S,u'E3k ^ e "'L+a ::snb,ttR�+' - � r� 'ax"' e�.i''..^ : .�W` G t'2d � ii No. ' :a' B ReV1510C1 D M, 'F•;: Designed By: Issue �t�F ' tt I, O S ` t 7/10/12 °Il�ull��l I MSB 04/06/12 „,ra r ,I �� it Y 21) PACLAND REVISED PER TVWD COMMENTSa� �8 IPF / r ' Walmart ® 5g3 -®® 2 8/7/12, PACLAND REVISED PER TVWD COMMENTS Drawn Bya Issue: � �,i' 5 M AM 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS MSB/KCS PERMIT G o°� 7600 SW DARTMOUTH ST DRAINAGE PLAN C-2.5 i Checked By: Project No. sygHiNt �NG� 6400 SE Lake Road T (503)659-9500 - -- Suite 300 F (503)659-2227 TIGARD OR 97223 SN 20-001-091 RENEWS: 12/31/12 Portland, OR 97222 www•PAcLAND.COM t 1 2 3 97.1' -- -- STORMTECH CHAMBER 3.5' 230 LF OF 6" PERFORATED HDPE UNDERDRAIN PER DETAIL, THIS SHEET BED PERIMETER DUAL WALL PERFORATED FOUNDATION STONE IE: 169.00 HDPE ALL PERFORATED PIPE BENEATH CHAMBER STONE 3EDDLNS JNGE.1 C C DRAINAGE FHPE Z AASHTO M288 CLASS 2 SECTION AHA NON-WOVEN GEOTEXTILE M STORMTECH END CAP TO OUTLET CONTROL 10 C 0 10 STRUCTURE J - REFERTOPLANVIEW FOR LENGTH AND SIZE DUAL WALL PERFORATED OF UNDERDRAIN PIPES FOUNDATION STONE HDPE UNDERDRAIN PIPE 00 0 0 0 0 0 g g BENEATH CHAMBER 0000 00000 SCALE: 1" = 10' 12" OUTLET MANIFOLD DRAINAGE PIPE PASHTO M288 CLASS STONE BEDDING UNDER NON-WOVEN GEOTEXTILE SECTION BJ3 52.67' A STORMTECH END CAP M STORMWATER OUTLET PIPE ~ � TREATMENT VAULT. " FOUNDATION S REFER TO SHEET C-6.3 BENEATH CHA A PASHTO M288 C ASS 2 NON-WOVEN GEOTEXTILE 0,y-}G SECTION C-C 13 02�"� 000 I 00000 0000[ 00000 60" FLOW-CONTROL MHTORMTEC"STMMRDMTMSOFMONST"TERECOMMENDA ONSFMIMST LUTp1ANOIORSTAHLMDDIMENNONSOF A♦ MC-3500 OUTLET/UNDERDRAIN DETAIL RIM. 177.15 STORYTECH PRODUCTS.STORMTECH DETAILS W HOT SUPERSEDE ANYSTATE OR LOCAL REGULATORY SFECIFICAMNS IT �liM , IS THE RESPONSIDUTTOF THECONSULTING ENGINEER TO ENSURE COMPLIANCE Y.RHALLREGUMTORY SPECIFICATIONS. SCALE: NTS STORMTELH HAS NOT AUTHO I$D.AND 15 NOT RESPONSIBLE FOR ANY ALTERATIONS BY OTHERS TO STORMTECH DATE: 7-15-08 vG PqO.�rt IM G .k. DRAWN BY: JLM X ST.WDAROOETAILS. 18 IE IN: 169.00 PHONE 18" IE OUT: 168.80 CHECKED: 30" NYLOPLAST DRAIN BASIN SOLID LID: 178.50 NYLOPLAST 24" (OR 30") DRAIN BASIN: 2824AGD __X 18" IE IN: 169.75 THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE 24" IE OUT (N): 169.75 1 LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE (�INTEGRATED DUCTILE IRON DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND °D 12" IE OUT (W): 170.96 FRAME&GRATE TO LIVE LOADS,WITH CONSIDERATION FOR IMPACT AND MATCH BASIN _ MULTIPLE VEHICLE PRESENCES. 12" OVERFLOW MANIFOLD 18" MIN WIDTH GUIDELINE MC-3500 CHAMBER 30 MIL PVC IMPERMEABLE LINER PER DETAIL, THIS SHEET 8 MIN THICKNESS GUIDELINE NOMINAL DRAINAGE FILL 1.5' TYP. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS 30" NYLOPLAST DRAIN BASIN 30" NYLOPLAST DRAIN BASIN MINIMUM PIPE BURIAL MIRAFI 160N NON-WOVEN SOLID LID: 177.00 SOLID LID: 177.20 a 00000 ®VARIABLE INVERT HEIGHTS DEPTH PER PIPE GEOTEXTILE ALL AROUND 15" IE IN: 169.75 18" IE IN: 169.75 O0o0oL AVAILABLE (ACCORDING TO MANUFACTURER ANGULAR STONE 000°.° TRAFFIC LOADS: CONCRETE SLAB DIMENSIONSARE FORGUIDELINE » X (D(D PLANS/TAKE OFF) RECOMMENDATION PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED 6.5' [1.98 m] 6 IE IN: 169.00 6 IE OUT (N): 170.75 ( } PAVEMENT DESIGN PER 18" IE OUT: 169.00 18" IE OUT (S): 169.75 " VACCORDNGTO LOADING,&OTABI TAKING INTO HERIAPPLCCABLEDTION DEESIGNFACTORS.SOIL ONS,TRAFFIC / ENGINEER'S DRAWINGS) MAX (D() STORMWATER PUNS MAX FG:179.80 TREATMENT VAUL . - r_ (� MIN FG:17660 / -io usEOFnEweLe PAYEYEM. /� 6" MIN. REFER TO SHEET -6.3 ®VARIABLE SUMP DEPTH o« Nob pG`� u��/T,Q�n uUo/�/n� '- ° it ]U/�� PGRUWA FD NSTAU DNS,NMERE i�I�i/' ACCORDING TO PLANS (6" MIN) <`� IIA(/i <�11��A�= p<1tr_ < u Y , 1 R �DMSMYG 1�`y[305mm] 24" [610 mm] EL•174.00 . / 1 /� %/� NCRFABE CONFA ro BVRm Im.7 _ MIN.` EL:173.50_ r ' 000 00 @VARIOUS TYPES OF INLET&OUTLET ADAPTERS 4" MIN m -� o o A o 0 0 45" [1143 mm] 00 0000 - AVAILABLE: 4'-24•FOR CORRUGATED HDPE 7 , 6"MIN. 0 0 1°0 0 (ADS N-12,ADS SINGLE WALL,HANCOR DUAL WALL), 0 0 0 ° SDR 35,SCH 40 DWV,CORRUGATED&RIBBED PVC [152 mm] 30 MIL PVC �} EL:169.75 IMPERMEABLE -/ ''1q;Jllyy,z THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER EL:169.00 _ LINER ® ERF WATERTIGHT JOINT '` 4 GRANULAR MATERIAL MEETING THE REQUIREMENTS OF BEDDING 6"PI 9' (CORRUGATED HDPE SHOWN) PER SPEC 02330.BEDDING FOR SURFACE DRAINAGE INLETS SHALL J BE PLACED&COMPACTED UNIFORMLY IN ACCORDANCE WITH THE UNDERDRAIN - Q-GRATESISOLIDCOVER SHALL BE DUCTILE IRON PER ASW A536GRADE70-W5, 02300 SPECS. MC-3500ENDCAP77" MC-3500 STORMWATER CHAMBER SPECIFICATIONS 0.FRAMES SHALL BE DUCTILE IRON PER MTMM36GRADE 70.5D-05 6" [152 mm] MIN. 7 12"[305 mm] MIN. m-DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TOPLAN DETAILS. [1956 mm] 1. CHAMBERS SHALL BE STORMTECH MC-3500 OR APPROVED EQUAL. RISEDRRS A INGNO.EMI-I1 SINsovER84 WETOSHIPPINCRBS RESTRICTIONS SUBGRADE PREPARED IN SEEDRAWING NEEDED 1 FOR BASI DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM i0 ASTM 03212 ACCORDANCE WITH SPEC 02300 FOR CORRUGATED HDPE(ADS&RANCOR DUAL WALL)8 SDR 35 PJC 2. CHAMBERS SHALL BE MADE FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. m ANGLE BETNEEN ADAPTERS SEE DRAWING 1 G NO.7007ADTERS CAN BE MOUNTED ON ANY ANGLE DTO00013, ERMINE MINIMUM GR 3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL ATE oPTIONs LOAD RATING P TM DRA WHICH M THIS PRINT DISCLOSES SUBJECT MATTER IN H DRAMBY EK MATERIAL 31MWWMAW FE ESTRIAN MEETS MO NXOP X01.1PS21E NYLOPLAST HAS PROPRIETARY RIGHTS.THE RECEIPT BUFORD,GA 70518 SUPPORT PANELS THAT WOULD IMPEDE FLOW. M,TSHW OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 41116 PHN Q70)9R-2M7 arumrw aiAwvee elv Nylo last SOLD COVER uEEi5 H2D a>39COc )C014 tD21R TRANSFER,OR LICENSE THE USE OF THE DESIGN OR FAX 932Q490 MC-3500 TYPICAL CROSS-SECTION TECHNICAL INFORMATION SHOWN HEREIN Myte•,RYOPBy.Y1,Cp11 BTGRAIrEOI eTAHOwDOETAan OEAvnrRwrE REcoF.FF]l0.ArroXB POREISTALu•1roNAdDrJn XTAAIDAnDOYIEiBIONS OF APPo BY Gq PROJECT NQMAME SrrnM1ECHPRocucla.sirnMIECHIY'Fualw Moi6UPER5EDEutt nAIEORLOLALIEOUwmRYssEcr1CATIOHs.rt 4. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION o6oR no E nHroutt zmml 0p 1100)5_ CONTAIN REPRODUCTION OR MANUFOF NIS PRINT ACTURE OF ANY E RTEESH NAB TAUNDIR 0O,MITIS ET EIFfl RESPONSIBLE OR fAPLLV RWm BY SMEARS EARSTOSYRMIDECG pH5. T SCALE: tFFs SioRMTEw,w xorAunroR®,NDISNOiPESPOWBIEPoRANYN.1bN11CNS erolFsnamstawnccH -AUFNAN' DATE: 7-17-09 REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE IS FORBIDDEN EXCEPT MEDISCLOSUREMI RE TO OTHERS GATE 43-06 24 IN DRAINBASNOUICK SPEC INSTALLATIONDETAL �A ^BB�S `""""°""" DRAWN BY:JLM MEI,.N��M IS FORBIppEN,EXCEPT BY SPECIFIC WRITTEN rnPrc SPECIFICATIONS, SECTION 12.12 ARE MET FOR: 1.) LONG-DURATION DEAD LOADS AND 2.) PERMISSION FROM NYLOPLAST. DWG SIZE A SLUE 1:40 SHEET 1OF1 DWG NO. 7041-016192 REVB Mw"nwirtuo CHECKED: SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS NOTES: 1. INSPECTION PORTS MAY BE CONNECTED 5. ONLY CHAMBERS THAT ARE APPROVED BY THE ENGINEER WILL BE ALLOWED. THE CONTRACTOR PROJECT THROUGH ANY OF(6)CHAMBER CORRUGATION SHALL SUBMIT THREE (3) SETS OF THE FOLLOWING TO THE ENGINEER FOR APPROVAL, BEFORE MATERIAL LOCATION DESCRIPTION SPECIFICATION COMPACTION/DENSITY REQUIREMENT VALLEYS B DELIVERING TO THE PROJECT SITE: SECTION 2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT COVER ENTIRE ROW WITH MIRAFI 160N FILL MATERIAL FOR LAYER'D'STARTS FROM TH E BASE COURSE AND SUBBASE MATERIALS PER SEE SHEET C-8.0 CEMENTED. NON-WOVEN GEOTEXTILE. OD TOP OF THE'O LAYER TO THE BOTTOM OF 02300. MC-3500-125 WIDE STRIP A STRUCTURAL EVALUATION BY A REGISTERED STRUCTURAL ENGINEER THAT DEMONSTRATES FLEXIBLE PAVEMENT OR UNPAVED FINISHED 02300 GDE ABOVE. TAT THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, MAY BE PART OFOTE THE OHLAYEREMENTSUBBASE NYLOPLAST 12"[300 mm]INLINE DRAIN MC-3500 ENDCAP SECTION 12.12 ARE MET. FILL MATERIAL FOR LAYER'C'STARTS FROM THE SELECT FILL BEGIN COMPACTION AFTER 24"[610 mm]OF MATERIAL BODY W/12"[300 mm]SOLID HINGED 4"[100 mm]SCHED 40 SCREW-IN CAP TOP OF THE EMBEDMENT STONE(WLAYER)TO OVER THE CHAMBERS IS REACHED.COMPACT ADD- COVER AND FRAME(SEE NYLOPLAST 24"1610 mmJ ABOVE THE TOP OF THE CHAMBER. ITIONAL LAYERS IN 6"1152 mm)MAX LIFTS TO A MIN. ,DWG#7003-110-044 FOR PAVED CONCRETE COLLAR STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL CROSS SECTION IS BASED. oz3oo y NOTE THAT PAVEMENT SUBBASE MAY BE A PART 95%MODIFIED PROCTOR MAX.DRV DENSITY. APPLICATIONS/SEE DWG#7003-110-045 oT oFTHISLAVER. PAVEMENT FOR UNPAVED APPLICATIONS) CATCH 0m 6. THE INSTALLATION OF CHAMBERS SHALL BE IN ACCORDANCE NTH THE MANUFACTURER'S LATEST EMBEDMENT STONE SURROUNDING THE DRAINAGE FILL NO COMPACTION REQUIRED, GRANULAR WELL GRADED SOIL/ BASIN INSTALLATION INSTRUCTIONS. OB CHAMBERS FROM THE FOUNDATION STONE 02300 To THE'C'LAYER ABOVE. AGGREGATE MIXTURES OR ?',5.y,p5Bapl .z4'L61BjhM; MANHOLE FOUNDATION STONE BELOW CHAMBERS FROM DRAINAGE FILL PLATE COMPACT OR ROLLTOACHIEVEA95% ".Ms�e';.y'-„ � ".'DAW;;..Y1'•I ; �- THE SUBGRADE UP TO THE FOOT(BOTTOM)OF 02300 MODIFIED PROCTOR MAX.DRY DENSITY. CV THE CHAMBER. 4"[100 mm]SCHED 40 PVC / r7 MC-3500 CHAMBER 4"(100 mm]SCHED 40 PVC COUPLING I I SUMP DEPTH N I BII 4"1100 mm]SCHED 40 PVC TBD BY o I� I IfI I I I [203 mm] DESIGN ENGINEE PAVEMENT AND SUBBASE DESIGN(BY 3/4-2 INCH 119 mm-51 mm] ENGINEER)MOST PAVEMENT SUBGRADE CLEAN CRUSHED ANGULAR STONE 1 i II I N MATERIALS CAN BE USED IN LIEU OF d REQUIREMENTS FOR LAYERS'C'8'D') D F •ro eonoM OF FLExIBIE PavEmENr. _ _ _ UNPAVEOINSTNIATIONS,VMEPE .-M-P 6.51 - _ _ r [RUTTNG FROM VEHGLES MAY OCCUR .PPP R1.98M '� Q _ INCREASE CO.TO SP pBl mml - 24 I I =-_r.._=L` = . CORE 4.5" 114 mm 0 HOLE IN � :LAB=-vBE-S-v.`:uOME°v.`.R-fl-,.v-R-aiu. E:+.OS_-M..a-a-...R..R=,-a..=-N-�-...x-c-'''-. [610 mm] MAX. [ ] 6"[152 mm]MIN. MIN• CHAMBER(4.5"HOLE SAW REDID) -D 24"[600 mm]HDPE ACCESS PIPE REQUIRED. 2 LAYERS OF MIRAFI FW404 WOVEN GEOTEXTILE BETWEEN PASHTO M288 CLASS 2 NON-WOVEN USE FACTORY PRE-CORED END CAPS. FOUNDATION STONE AND CHAMBERS. Lfl e e e e o e 45" GEOTEXTILE N - [1143 mm] MC-3500-8.25' WIDE STRIPS I') PLACE 12"OF CRUSHED GRAVEL FILL ANY OF(6)VALLEY COMPACTED PER SECTION 2300 LOCATIONS nn I OF THE PROJECT SPECIFICATIONS Y CONNECTION DETAIL T N NONOTE: FOR MANY APPLICATIONS,THE NON-WOVEN GEOTEXTILE OVER THE MC-3500 CHAMBERS CAN BE ELIMINATED OR SUBSTITUTED WITH THE C MIRAFI 160N-WOVEN 6"[152 mm]MIN. 77"[1956 mm] 1T'[305 mm]MIN. NTS 3 GEOTEXTILEA LL AASHTO CLASS 1 WOVEN GEOTEXTILE. CONTACT YOUR STORMTECH REPRESENTATIVE FOR ASSISTANCE. p ANGULARSTONE F N y, r, y� Know what's b@IOW. t ♦ - STORMTECH MC-3500 ACCEPTABLE FILL MC-3500 1NSPECTION PORT DETAIL / STORMTECHPROWSTATOARD DEMUI DONOTSUPERSEDEMYSTAINSTALLATION EORLOCALREGULATANOARO0FICATINSIT dV 87ORMTECHSrAHOATSSTORLSOEMOETAPLSDOHOTSUPERSNSTRATE E;EMISONS FOR INSUIUOONAEGULAIYGR TAN0AROOIME"SgNSIT �V STOR"TECHSTANDARD ODUCTS EORWEEMMTXLSERWTWPERSWESFOR IN,EORL INSTALLATION YSMCIFI tONSOf ^_V MC-35001SOLATOR'"ROWPROFILE Q) ,1 IS THE RELHPRODUCTS,biORMTECH DETAILS CO NOi SVPERSEOF ANV 6rPTE OR LOLL REGUUTORYEPECIFIUTIONS.IL TGL� IS THE REGH PRI0Z7 SF THE CONS LTINGE GI HER SUPERSEDE ANY$TATEOR LOC AL REGUTTORSPEGFIICATIO S �T� STORYTECN PROOVLi$.6iORMTECH CETAILS DO NOL WPERSEAEANV SLATE OR LOLLRiWUYORY 6PEGIFIG1gN5.lT �TG�E,� Call before OM dig. RESPONSIBILITY OF THE CONSULTING ENGINEER TO ENSURE COMPLIANCE PATH ALL REGULATORY SPECIFICATIONS SCALE: NTS RESPOxSIBRNV OF iYE Ld SULTIMO ENGIMER iO ExSURE CORP ANLENix LREGVUTORY SPECFICA➢Ox5 SCALE NTS THERESOONUBN OFMECOMUMUGEN WERTOENSWECOMPLLWCEMT REGIMTORYSPEC CATIONS SCALE: NTS 6' �" STORNTECHHAS NOT AUTHORIZED,AND IS NOT RESPONSIBLE FOR ANY ALTERATIONS BY OTHERS TO STORMTECH A4uMci Rw,rWx WYq,ra,l� STORMTECH HAS NOT AUTHONUZ D,FAD 15 NOT RESPONSIBLE FOR MY ALTERATIONS BY OTHERS TO STORMTECH I^^^1^wrv.aY STORMTECH HAS NOT AUTHORESS,AND IS HOT RESPONSIBLE FOR ANY ALTERATIONS BY OTHERS TO STORMTECH 4mrisMv.pns.1� C STAHDARD OETAL6. DATE: 7-17-09 STANDARDGETAILS. DATE: 7-17-09 DATE: 7-17-09 "ATArHNHS..eII.I. zAMRAED CTSH srnxoARO DETULs. .� PHLNF:MiHRUD. DRAWN BY JLM61 "APONE..:FMWFu." DRAWN BY: JLM APONS DRANK BY: JLM wrAAA e.D°"'"nea'wu CHECKED: wN`A"".:+oralc<".ER. CHECKED: CHECKED: rn • >r '" a n a i u No. Date B Ror/ISNoribes�ri ,>tMr� t�esS�n�� IsSu� n�� F� .� IF #5935-001 7/10/12 PACLAND REVISED PER TVWD COMMENTS MSB/KCS 04/06/12 �`' slpeWaImart I'c / 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS fYSW1� STORMTECH DETENTION PLAN C-2.6 /II - 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS KCS PERMIT 7600 SW DARTMOUTH ST N o / C]•1011- ygWN L. NGJ 6400 SE Lake Road T (503)659-9500 59-2227 SN 20-001-091 PortlandSuite 00R 97222 F www3PncLAND.coN TIGARD, OR 97223 RENEWS: 12/31/12 1 2 3 4 5 6 7 SLOPE MITER END \\ EXTEND RIP-RAP UP PE ', ,, � .~ ~, _ _-•- �.- OF PIPE TO 10' MIN 2' FROM PIPE CROWN MATCH SLOPESWALE A• LANDSCAPE SHEET LUNO NG PER L 1 4" RADIUS O. / 1" REVEAL u ♦ -. c� p Ie E�.. \ ', ♦T`.,'`,F, �~♦y. `��'�`:`..```�. `' `� -_ _ 1 - - o F.E> �1,3/4"gyp RIVER ROCK 2 o 0TO Ni 3 DEEP 0' ° JJ60. �s STBOTTOM OF e 1 ltP . STORM PIPE 0 ' 1 i x r ` I _�~~� \ ,~~~ ;' ♦•• y ti o 12" GROWING /SWALE MEDIUM 1p* o p. 1 FT PC CONIC ~ r ~ ~ o 2 PS 500 I ,,,,, `~.,,, � � ,,, � _ c_�� _ _ ..._ _ .. n�S -�y�-T` `�� I , � "r. POURED IN ° A c i �' UNDISTURBED X11 q i PLACE j� 7�J ~ RIP RAP NOTES NATIVE MATERIAL 4 BENTONITE 18E N RG 9 3/4" DIA SMOOTH BARS W/ ENDS ODOT CLASS OR SELECT FILL BLANKET TO " NC D 1. ROCK FOR RIP RAP SHALL BE ANGULAR IN SHAPE. WELDED TO BAR-FRAME 200 RIP-RAP ELEV: 176.00 2' 2 2' 6„ f / _ 4* PER PIPE 2 W LE t tt I 2• THICKNESS OFA SINGLE ROCK SHALL NO BE LESS PLAN TREATMENT AREA I t THAN ONE THIRD ITS LENGTH. SWALE AREA FREEBOARD AREA FREEBOARD AREA SECTION A-A - .7 I I I ,'i 1 3. GRADE OF CLASS 200 RIPRAP SHALL BE: EXTEND RIP-RAP UP SLOPE MIN 2' EC MATTING ECONOJUTE* COCONUT FIBER OR GEOJUTE PLUS * ECONOJUTE* ' I I WEIGHT OF ROCK (LBS) % BY WEIGHT FROM PIPE CROWN LOW GROW MIX - LOW ROW MIX - FLOW _ I b200-140 20 SEED MIX 1 BIOSWALE BOTTOM SPREADER', 1 140-80 40 SEE NOTE 5 SEE NOTE 5 80-8 30 2x5"ANCHOR STRAPS WELDED TO 3/4" DIA. BAR-FRAME 4 0.5' WIDTH = 2' 0.5' ' L. r� I , 8-0 10 PLCS SPACED UNIFORMLY FASTEN WITH NON CORROSIVE MAX SLOPE 3:1 4:1 FLAT BOTTOM 4:1 3:1 T @C2-2.7BOLTS AND NUTS II LEVEL 1 UT�AL I I SWXE NOTES: € 11 IL .7 ',,, I il? if' !�- - � I I o ��IE: 17 .5 � F,`, 4" DG . LIMIT OF 3/4" DIA BAR FRAME MAX BAR 1. REFER TO LANDSCAPING PLAN AND PLANTING SPECIFICATIONS (SECTION 02900) FOR TOPSOIL AND PLANTING \\ ,\y A BUFFER AREA 3 SPACING SPECIFICATIONS. o 0oa �s�. ' ', FLOW 1 MIN ai \\ ° ° e ° 4 2. PROVIDE IRRIGATION PER IRRIGATION PLAN SHEET L-1.5. VARIES CLASS 200 { FIELD INLET \�j/ RIP-RAP 3. JUTE/ MATTING I EIS ALSO A CEP ABLE, REFER TOTREATMENT- GEOJUTE PLUS IN ECONOJUTE SIMILAR MANUFACTURERI SRTALLATION SPECIFICATIONS F C 7 COCONUT ANCHOR TYPE AND /\ \ \ \\ \\ SPACING. -A PIPE COUPLING �� o �� FLOW SPREADER r\ `��i 4. 12 INCHES OF TOPSOIL SHALL BE PLACED THROUGHOUT THE WATER QUALITY FACILITY. t� SWALE o ��/��/� 5. FREEBOARD AREA SWALE PLANTINGS SEE CLEAN WATER SERVICES PLANT MATERIAL SCHEDULE ON THIS SHEET AND IE: 172.0 MITER END OF PIPE TO ��/�� \ \\� ( ) ALL STEEL PARTS MUST BE MATCH FINISHED GRADE \ j// ��%i�\ SEED MIX DWARF TALL FESCUE 40%q DWARF PERENNIAL RYE 309'., CREEPING RED FESCUE 257, COLONIAL BENT GRASS 5% B I GALVANIZED AND ASPHALT COATED \�� \�� / / €� � t , f'�'� f , t (TREATMENT 1 OR BETTER) SECTION FILTER MATERIAL APPLY AT A RATE OF 120 /ACRE). FLOW SPREADER MIRAFI 60OX WATER QUALITY SWALE 3 t� OR EQUIVALENT `L PACLAND NTS POND OUTFALL CWS/PACLAND NTS � I 1 I � CONSTRUCTION o° 1. Water Quality Swale shall be over-excavated and filled to final grade with 12-inch amended ° 0. topsoil. Topsoil amendments shall be garden compost, not conventional fertilizer 0.. / I °° amendments. 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the t r 1 swale cross section, fabric shall be held in place in accordance with the manufacturer's installation requirements. Anchor spacing shall be based on 3 fps flow over the fabric. a. Treatment area -high-density jute matting (Geojute Plus or other approved equal) b. All other areas - low-density jute matting (Econojute or other approved equal) Z 12" MIN. FREEBOARD 3. 2.5-3 inches of 2"-1" river run rock shall be placed over the matting evenly throughout the 1.5 : 1 r' length and width of the swale. MAXIM C 30' PHSLOPEUM 4. Plant materials shall be placed in accordance with the plan and plant table as shown on a j ;DtlQ� approved plans. I 4 D 1. ALL FITTINGS. FASTENERS• k AND FABRIC TIES SHALL BE HOT DIP GALV. 0 20 40 SWALEISI�I lr-= Z MEMBER NOMI�IAL DIA MATERIAL 5. The water quality swale treatment area plantings can be deemed "substantially complete" �N)) 2 CONIC SHALL BE MIN 2500 PSI O 28 DAYS. BRACE RAM 1.660 GALV TUBULAR STL once active green growth has occurred to an average growth of 3" and plant density is an o �I USE FRAME & GRATE 21" GATE FRAME 200 GALV TUBULAR STI. 3. PROVIDE BRACE RAIL BETWEEN END POSTS AND LINE POSTS. LENGTHS AS gr � g g P 'J (IN FEET) Ld AS REQUIRED MAX. z LINE POSTS 2375 GALV TUBULAR STL REWD. average of approx. 6 plants (minimum 1-inch plugs or equivalent) per square foot. 12" ROWING MEDIUM o / END & CORNER POST 2875 GALV TUBULAR STL 4. PROVIDE GATE STOPS AND DROP RECEIVERS SET IN CONCRETE• EACH GATE CY l / CHAIN UNK FABRIC 9 cA W�GREEN OR BUCK 6. The facility shall be deemed acceptable to begin the maintenance period when plant growth W 4" BENTONITE . T PVC COATING. S PROVIDE EXTENSION ARMS ON LINE• END AND CORNER POSTS h GATE POSTS 0-' p = GATE ft ING NOMINAI. MA MATERIAL A5 REGro. and density matches the engineer's design as shown on the approved plans and all other a 4" MIN GRAVE PLAN d cn D cN) GALV s• PROVIDE SIGHT OBSCURING SLATS WITH ALL WASTEWATER PUMP STAIMS. requirements have been met. The engineer must certifythe facilityto be functional, in 18 SUMP D GATE POST 12' OR IS' 4 TUBULAR STL q g Z 7. CENTER BRACE RAIL NOT REOUIRED WITH FENCE HEIGHT OF 5• OR LESS accordance with the roved plan design to begin the two-year maintenance period. z PP P P g Y W 4" PERF PIPE IE: 169.5 B. ALL POSTS AND RAMS TO MATCH FENCE coat Of 6" GRAVEL 0 BE MAINTENANCE 18" SUMP " z BRACE EP�T TWISTED AND BARBED SELVAGE BRACE POST 1. The permittee is responsible for the maintenance of this facility for a minimum of two years 6. 6. D � END, GATE OR CORNER Posr PULL POST P P tY following construction and acceptance of this facility per Chapter 2. BEDDING 12" MIN PER WSDOT SPEC S-3 3/8' A -TI TOP RAIL SLEEVES TOP RAIL 6" MIN. '' . M m FABRIC BAND o g^ 2. Irrigation is to be provided per separate irrigation plan as approved. 9-03.9(3) CRUSHED SURFACING a: BAR CHAIN LINK FABRIC TKTCHER Z a Note: Irrigation needs are to be met using a temporary irrigation system with a timer during 12" MIN BASE COURSE COMPACTED TO 957 x a MODIFIED PROCTOR DRY DENSITY n BRACE RAIL < b u BRACE RAIL the dry season. Systems should be winterized during the wet season to assure longevity and 6" (ASTM: D-1557) Y s "�� TRUSS ROD guard against damage from freezing temperatures. Water source shall be as shown on the 6" SECTION B-B TRUSS RDDWIRE 6. 2'-0" 6" _- approved plans. 3'-O" m TWISTm AND T o 3. Engineer or Owners Representative is to visit and evaluate the site a minimum of twice E B %vn annually (Spring and Fall). The landscaping shall be evaluated and replanted as necessary Ln SECTION A-A A A N to ensure a minimum of 80% survival rate of the required vegetation and 90%aerial F )U coverage. Non-native, invasive plant species shall be removed when occupying more than B TOP HINGE12' OR 15 ASSPECIFIED) 20% of the site. o NOTES: (� (,Bo swTNc) 4. The facility shall be re-excavated and planted if siltation greater than 3 inches in depth N AIN UNK FABRIC 1. ALL PRECAST SECTIONS SHALL CONFORM TO THE CCD o occurs within the two-year maintenance period. REQUIREMENTS OF ASTM C-478. ° FABRC TRETCHER TRU n i3 �- FLOW 0 'BAN AR `ROD R o> 2. ALL POURED IN PLACE CONCRETE SHALL 0 HAVE A 28 DAY STRENGTH OF 3,000 P.S.I. Y C71 AND 2" TO 4" SLUMP. g !04 WATER QUALITY SWALE 3. STEEL TO BE NEW STRUCTURAL STEEL, N ASTM A-7, A-36, OR A-373. F 1 12' RIND SECTION o CONSTRUCTION & MAINTENANCE NOTES CleanWateN Services 4. USE SLANTED OR BOX FRAME AND BOTTOM HINGE GRATE AS REQUIRED BY CITY. (1Bo svlNe) ,r RIND SECTION 12' RIND SECTION I DETAIL N0. 710 REVISED 12-06 o0T commitment Is clear. (� Q' B in Know what's below. PLAN 0111 before you dig. SLOPED FIELD INLET4 CHAIN LINK FENCE AND GATE 5 WATER QUALITY SWALE NOTES 6 6 PACLAND NTS CLEAN WATER SERVICES NTS CLEAN WATER SERVICES NTS H No. DatO_ Py : Revisign Dekri t-ion', „ Designed Fay issue Date �5� �1 FF�� Q ` :1 : #5935-00MSB KCS 04/06/12 oss1PE1 7/10/12 PACLAND REVISED PER TVWD COMMENTS Walmart t i 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS ©IeW11 Qy '` -, DETENTION POND PLAN C-2.7 Q 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS KCS PERMIT `o ® 7600 SW DARTMOUTH ST i CFieGk6d Pro ect Nd. sy4 ia.zNG�� 6400 SE Lake Road T (503)659-9500 Suite 300! I N L. SN 20-001-091 Portland, OR 97222 F�3P cLANO22roM TIGARD, OR 97223 RENEWS: 12/31/12 1 2 3 4 5 G 7 8 9 10 11 12 13 14 15 �I E'--L 17 36" MIN GENERAL UTILITY NOTES LEGEND CONNECT TO Pusuc WATER NOTE TO CONTRACTORS 1. SEE GENERAL NOTES ON COVER SHEET. W WATEP,MAIN 4 MAIN WITH 12"X8" TAPPING ` w' W o ° Z 2. ALL IMPROVEMENTS SHALL MEET THE CITY OF TIGARD, THF STATc OF f1REGON OD?i A99 A.P.W.A. C-7.0 SLEEVE AND 8" TAPPING z GRAVITY SYSTEM UTILITIES LOCATED WITHIN WICK DRAIN "w i ( w� j JOINT UTILITY TRENCH BACKFILL NOTES: STANDARD SPECIFICATIONS. IMPROVED AREAS SHALL BE INSTALLED NO SOONER THAN �" w rn o " 11 BACKFILL WITH GRANULAR MATERIAL PER +� WATER METER GATE VALVE 1 ¢ N N / 3. REFER TO BUILDING PLANS FOR SITE UGHTING ELECTRICAL PLAN. v 5 WEEKS AFTER FILLING OF SITE OVER WICK DRAIN a ., SPECIFICATION 02300. BACKFILL SHALL 8" DCDA IMPROVED AREAS. t/ t a a `"' BE COMPACTED TO A MINIMUM 92% OF 4. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO,EXISTING UTILITICS DURING CONSTRUCTION AT NO ►� WATER VALVE � Z3 °' ! ` � ••!.,(: ' UT _ 'i �' 3" MIN COST TO THE OWNER. C-7.0 j // / } ! ,,. THE MATERIAL'S MODIFIED PROCTOR 5. SEE SPECIFICATIONS FOR BACKFILLING AND COMPACTION REQUIREMENTS OPV UTILITY TRENCHES. / JJ 1 r • MAXIMUM DRY DENSITY (ASTM D-1557). THRUST BLOCK ' r � ' " !? 6. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES, C-7.0 1; 12 MINj ,, 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 48 HOURS BEFORE CONNECTING To ANY / HYDRA/T T � '` 0 50 100 Y UTILITY SEPARATION AND COVER MUST BE `tea* n " / '` �' EXISTING LINE. :j j m =f/ iCOORDINATED AND APPROVED BY 8. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED OUT IN THE BACKFLOW PREVENTOR RELO TED ( �.+ ",. . (IN FEET) J,~: ,`' „„ FRANCHISE UTILITY COMPANY.E SPECIFICATIONS. 5 " F ;': 1 /•„ -^ - " - I„! 9. ALL UTILITIES SHOULD BE KEPT TEN (10') FEET APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL till FIRE HYDRANT DO STI / .p 4" ELECTRIC"j2-4" TELEPHONE,2" GAS"` CLEARANCE OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.) C-7.0 / TE ER E (c PROVIDE 1" ELECTRICAL :".r r r,,, „r , „, a }" , r ; a,^ r , -,4 r r•-.r 4 B f CONDUIT TO 10' PYLON SIGN 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS ® FIRE DEPARTMENT CONNECTION (FDC) / 1 M_ ONSITE JOINT UTILITY TRENCH DETAIL LINES (EXISTING AND PROPOSED) THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL r FDC \ JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING THE WATER LINE SHALL HAVE MECHANICAL JOINTS SS SANITARY SEWER MAIN ' »�� '" WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING ® SS MANHOLE 113,4 / '• ;•, • I 4". i __ ��\ REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). C-5.0 #'^ I \ 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. • SS CLEANOUT 2 f :' '' ), C 3 �� 12. TOPS OF EXISTING MANHOLES AND CLEANOUTS TO REMAIN SHALL BE RAISED AS NECESSARY TO BE FLUSH (C.O,T.G.) C-5.0 WITH PROPOSED PAVEMENT TE T LIDS. r ti / ®" �® INSTALLATION OF ANY NEW . - y1 , +'' "' ' ' %" , } . . - - -�-�-®•- --®-- 13 EXISTING UTILITIES LOCATIONS SHALL VERIFIED N FIELD PRIOR TO INSTAL W LINES ! .� +;+ ; ' �° '/y ` : ®' ss SSS--off 14. REFER TO ARCHITECTURAL/PLUMBING PLANS FOR 11E-IN OF ALL UTILITIES. GG -GG -- GAS LINE ------ ` 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE PORTION OF THE WATER MAIN SERVICE WITHIN THE © GAS METER ` �-0 r I I w X I PUBLIC RIGHT-OF-WAY. REFER TO UTILITY MATRIX ON COVER SHEET CV-1. 16. ELECTRICAL TRANSFORMER TO BE LOCATED ON CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE is is ELECTRIC CONDUIT FOR IRRIGATION ff r _ �4' ' I - WITH LOCAL UTILITY PROVIDER FOR DETAILS. �A COORDINATE WITH PORTLAND D MES Cj! If : :°:') • q'�G I GENERAL ELECTRIC FOR REMOVAL 17. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE T -.1 - _ - T - TELEPHONE S, E 0 , ' 3 ,f°Y , q I OF EXISTING ELECTRICAL SERVICE. A COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION ''. I G Q OF SERVICE. ELECTRICAL LINE /� F{ k' ' .j "' '""'` y,._• C•^ '~ i' ~••, S. 18. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND E f : ec 5 `\ SPECIFICATIONS. - - - - -------- PUBLIC UTILITY EASEMENT / © 2" DOMESTIC 0 19. CONTRACTOR SHALL REFER TO ARCHITECTURAL/PLUMBING PLANS AND SPECIFICATIONS FOR ACTUAL Q i RETAIL 2 ,?� a WATER MEIER W w DOMESTIC WATER LINE r,.�;',^P ':: °°:° >••' ' :e •: 12,000 SFt ! co LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE :^r FFE = 186.5 "� I = UTILITY BOLLARD - SEE 8" DCDA O PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE. CONTRACTOR SHALL COORDINATE -me FDO-FOO-FOO-mc FDC LINE / / « ' `•,:;•;•;r' ICL DETAIL 2 THIS SHEET I 3" DOUBLE CHECK INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS ARE B / /� .', '' : a°P� � ! BACKFLOW PREVE ,TOR ir FORACHITIEDINSSCONNECTIONSWELL AS OPRIOR TITO CONNECTING NG NTH I TO EXISTTY U11LITY QNG UTILITIES. UIREMENTS AS TO LOCATION AND SCHEDULING �7 '1 1 -INS/ ce < 20. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY co ® 0 I �,, 3 `_ COMPANIES, CITY INSPECTORS, AND THE OWNER'S INSPECTING AUTHORITIES. �._v y CONNECT TO PUBLIC WATER 21. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES J q l I 8" WATER (PRIVATE) ` ®`® 5. " " W W W w W w ® D � MAIN WITH 12"X8" TAPPING OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE 1 :^I PUB C SEWER EXTENSION _-`_ - - SLEEVE AND 8" TAPPING CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS OF PROTECTION. THIS H P 11 15.2' CENTER-TO-CENTER - - } - oHu - GATE VALVE INCLUDES BUT IS NOT LIMITED TO ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. SEE EET W `- J j ' ,� ; r " CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA.. � 22. THE INSTALLATION OR REPAIR OF ANY UNDERGROUND FACILITIES OR PIPING WHICH CONNECTS TO OR TRANSFORMER ., I c®° 3' TER ': I EXISTING 12 PUBLIC t( x '• ° ' ) I C� I I '` , `" Y' Y I WATER MAIN FURNISHES WATER FOR THE FIRE PROTECTION SPRINKLER SYSTEM SHALL BE PERFORMED ONLY BY A E ttl !jt : __ x, L I ' ONSITE JOINT UTILITY ;` , LICENSED UTILITY CONTRACTOR, FIRE PROTECTION SPRINKLER CONTRACTOR, OR LICENSED PLUMBER. SEE P ;, •, .B� f ;. ;,;,;,;, t E T" TRENCH - SEE __ O.C.G.A. TITLE 25-11-7--(la). A COPY OF THE LICENSE OR CERTIFICATE OF COMPETENCY SHALL BE PROVIDED 1/ s: DETAIL 1 THIS EE ` TO THE I E _ __ _ INSPECTOR AT FINAL INSPECTION. / •"..,, I: ° ♦ •"'r '•a f x','''' '' I . .. �� 'T� � � G �. . �G � _, G S-i3T_�-i-=c SGL=G- ' sem-EAGt=TE= -'�T "`� , T G -G _ "_,4 „ 11 � "- ��; , •, '+,x, ;,x,x ,' , - _.. a-� ~-- ' 23. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. w 111 'f ,"•" ,,;,'✓ c -� I 3 I 6 SS-(P 3 -�_ �°''-��-=n`. 24. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE I 1, ,• '••, °•: {, ,Y,,:.,+, r � � _ 1 ., °, ° `a s a �..,,•�" - ACCOMPLISHED BY UTILITY PROUDER. CONTRACTOR RESPONSIBLE FOR INSTALLING PIPE BOLLARD PROTECTION AT METER. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH GAS COMPANY REGARDING THE SIZE AND INSTALLATION OF GAS SERVICE LINE. 25. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY I ; I I ,� �� CODES AND/OR UTILITY SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE ONSITE JOINT UTILITY TRENCH - SEC- DETAIL EE I Walmart .-,�-),, ® + COMPLETED 30 DAYS PRIOR TO STORE POSSESSION. F DETAIL 1 THIS SHEET Nvn . ( 26. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND q1 C-138-NO-NO VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY I NG 1j" R I" "' ' �� ' ' " " ' � PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS. ( "'i'` " ''i'' ' 137,900 SFt E AIVD VA » >»^'»::' _ 3 PRIOR TO BIDDING, CONTRACTOR SHALL CONTACT UTILITY PROVIDER AND VERIFY REQUIREMENTS FOR (f(, ;' "a , "°:°. °,^a" ° , . ! ;�+.k' °.'.y a,� ''' 'r ` ' .. ' ::'.",�J '•' ".;,�s, ' ' FFE - 180.001 INSTALLATION OF NECESSARY VAULTS AND LOCATION OF POWER CONNECTION. FOR I IGRD. kr , " VOICE/DATA BOX WITH CONCRETE PE FILLED ' co • to .` I I Ilj � ' "• ', '^. .'r°" q$« nman .:: :u, a AN PAINT WITH YELLOW I HOFFMAN IAIBP14 MO BOX REFLECTIVE TRAFFIC PAINT !( HOFFMAN /A16P14 MOUNTING r �x"" •,, •'', ,:•: :°.° � � I I I • PLATE � I E E E E IG RECEPTACLE BOX APPLETON JFD-1-100-A II WATER NOTES GFCI RECEPTACLE BOX AP LETO 3 p H ( �-'3 D 1 100-A 20A 125V GFCI 15A 125V IG RECEPTACLE NEMA p ¢ L #F - - L5-15R HUBBELL G4710 1. ALL CONSTRUCTION/ INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE / ;, > RECEPTACLE NEMA 5-2 HUBBELL I W I - - / 20 PUBLIC ;; ' q 0 pGF538y 2" CONDUIT OFFSET NIPPLE ♦ : a'.'.1,'� MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDERS AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM q 1r n I vI SEWER EASEMENT a, � t},;. P � ��n��, � GFl RECEPTACLE BOX Y GALVANIZED RIGID COUPLING � OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. APPLETON #FDC-1-100iA IN-UNE GFCI BOX II /�•; � PROVIDE 1" ELECTRICAL v� 3 I ' 20A 125v GFCI RECEPTA' APPLETON FDC-1-100-A <°•;•;•' ';; 2. WATER PIPE MATERIAL SHALL BE CLASS 52 D.I. OR C-900 MEETING PROJECT SPECIFICATIONS. CONDUIT TO 10' PYLON SIGNI ` NEMA 5-20R HUBBELL HueeELiv20 MODULE /;;:;: ENDS ON WATER PIPE SHA AVE THRUST BOC J GFCI NOTE: BOXES SHOWN PI PUBLIC SEWER EXTENSION I I _..._ .• .•. 3. ALL ELBOWS/B LL H U T L KS OR OTHERWISE BE RESTRAINED. RESTRAIN PUBLIC SEWER EXTENSION : WITHOUT WEATHERPROOF i SEE SHEET PW-1.0 I I ° ENCLOSURE EL EVAIION 1' CONDUIT OFFSET ALL JOINTS. ",tT ' , p. m„ g \� COVERS lYP OF 3 i SEE SHEET PW-1.0 .: ' NIPPLE :'• ,,..:<. � "•'�` �� • 1 k �:,; ; �"•=`°"~ ='�" k• '"= ` ° ° ^ -�•^" •" ^^'-^ '��•^ • E 4. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, CHLORINATED BY THE CONTRACTOR, AND ' \ 2' CONDUIT I INSPECTED BY UTILITY PROUDER PER T.V.W.D. STANDARDS. _ wr•,. __ _ _ OFFSET NIPPLE _ - _ _ •o 8 S LIC SS SS SS BrSS PU�IIC�_ SS SS I ' "' ' 'IN USE' i •° -- TOP OF PAVEMEN 4 WEATHERPROOF k 5. ALL BACKROW PREVENTION DEVICES (DOUBLE CHECK BACKF OW PREVENTORS, REDUCED PRESSURE W -M► W s l BACKFLOW PREVENTORS PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC. MUST BE APPROVED BY THE " p w COVER HUBBELL ) / n t 6 SS�PRIVA 8" WATER (PRIVATE) S GALVANIZED o� ( AWPBM /'•;:;:''+ °+ ; UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. /-TRANSFORMER pi RIGID CONDUIT o N ' Lq�J TYP OF d oo To i • , •",';': „` A�� VERIFY PLANTED VEGETATION WILL NOT 3 TRANSFORMER ' 6. VER GROW TO WITHIN 3-FOOT CLEAR SPACE AROUND ALL HYDRANTS AND ,a,a. ,} °" + > '.y " ,',, ', , x,. { "ci E Tor- Fua•-y-?c.'=rn '"u 3000 PSI ~� BUILDIN If'.',•.,.,r,^„, FDC. � ELEVA110N VIEW c i^ x, �, /// , "`^•"•,,,,•. '• y � 1'-6" ,,, ONE CUBIC FOOT OF ✓ :Y' LL d, I n GRADED STONE FOR DRAIN I;;, : 7. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. / rG 2" DOMESTIC WATER SERVICE h �¢ WOODFORD MODEL Y2 FREEZELESS YARD HYDRANT I ",,; ;:,.T: 8. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES' INSPECTORS 48 HOURS BEFORE CONNECTING TO ANY W�,1�" METR"_. ` �' } WITH BACKFLOW PREVENTOR LENGTH AS REQUIRED I :;,a ; EXISTING LINE. / S '„ BY LOCAL FROST DEPTH CONDITIONS °„Y ,., I.Y.'..". . O O : + 9. A MINIMUM DEPTH OF 36" FROM FINISH GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING ,•,7 ® c I :':': WATER LINES SHALLOWER THAN 36" IS PROHIBITED. CONCRETE FOUNDATION LIMITS • •'• WELD UNISTRUT TO PIPE TYP OF 5 I''".°, . . ♦°:°: \� I RETAIL 1 / / I : I'7 / Je r a r a a r • \ ,I,r r r.r ♦ , / ,r �r{», a r»a a � x a N x � 1 5 B' x 1 5 8' UNISTRUT TYP ;" '+a , " "',•;+ FFE 00 176F : ,: 6" WATER (PRIVATE) ' PLAN VIEW I °•°+,•,: .,:,:,:; SANITARY SEWER NOTES N :: . ' . , w w C CD :'+ ' '- j _ \ I ' • 1. ALL CONSTRUCTION INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE NEAT AND fiY � U11UTY BOLLARD WITH ELECTRICAL Z C • PROFESSIONAL MANNER AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES. ALL SAFETY "` •- ' ' ® 1 ` "'"D"""TI^aAND '/p/" AND DATA CONNECTION "'1S' ► • � .•:: REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. CL '! ;' ( = �•e•,•;•;•;•;:;.•'^ 2. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 4" AND OF SCHEDULE D3034 PVC OR EQUAL ALL RL MARKED AT ENDS. '•°• . ; SANITARY SEWER LATERALS MUST BE PROPERLY A \\ �` ° •q` .�.. (i" '^^ :.A 4 A "•:pyf'.%(Y':. :.XM'MM'SPM.M#:.MIX':i.TYQ.S,`4'L.d,.`.Y.:k9t':AdY.V:.MSS':lSa`C'L%tt' R1'. \ ;� ;•, " " . ti ,, I a I 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT :'• c w 8" WATER (PRIVATE) W I w W W W AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING. 0 1 \ \ . ♦••• r°r ♦�✓r°r�' Try V � \ ""`•"� , , :", ' r .°� ,, - •�-��• • , , , , , , , , , , «z-$•.- « -°: : : e f .° :':•:'. . . . . . PRESSURE VACUUM TESTED AS REQUIRED BY UTILITY PROUDER AND GOVERNMENTAL AGENCIES WITH •,, `^..,..' ° r r • . "-s-"r'-s'ij:"r M1" 4 . . x r 4 {',', a°r°, , . r . , ♦ e ♦ a / „:`,","4"4•r',"" a ♦ , , � { +;++ Pe°e ,P P e ,•♦° ;^,'a'Y':` °,', , , . { , : . . ,". . , :'4 '•'•°: I I JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASS Y THE UTILITY PROVIDER N . . . r . P ♦ r + r :•. , A EDB E AND \ P P P .;f ,aa;4;{, \ 4PP . , a . 4°P u� • r r tl 1°,' { , { a GOVERNMENTAL NTH JURISDICTION T [T :P.°Y P°9'R°'u 1 19 P 4',•! x .•P'd GOVERN EN L AGENCIES Wl JUR SD CTION PRIOR TO PLACING INTO OPERATION. xP . p : . o- , o rt x , a , x r r";"; . . a r 4 x V ' C x • , ,' . r•.°h•4'{ ry , 4"r Y h Y", r ! , x'Y ♦ ,'i': r • • PeR•'0 • M1 m i"{"N N , 4 , ,,,4,,P»♦,r+r+l,l,{•!'! d rr,r{.4.,.,r,r, •} •.r vv ^ • • + . .'Y +,4•PPY'!•p•.° Y M1 4 x h 4 " R a ,°1°Y , f ry•A•rt"x h h M1 , x 4 4"Y•Y \ • P . . . .•„^„+„", N N x , x 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY o \ • , x" + + . P,'r'.'Y"}',°, ry ry ,`, n x Y N Y x + x Y r 'r'Y•x,,,r,P,r�4 « r r ` \ \\® x .° f "m . `. ' •r°p°°°„ e_+ M1", x , . ,'♦°♦•,°♦ P P r' , , r n n ry „ , + , x »�» Arr'- T '1 M1', ,/ . N '• . "•uRw4 C q q•,•:i PP°P'+"4 , rt h','{'x^ry rt Y M1 „"N°44Y Y 4 Y'",4 '4°4 } 4 4 ! r'��:•:«`;',:x�""• '< Par ^ ^ ^ ° "4'„^,°Y'Y'Y",`,".' • �«�='`^°"`�"'"`""'Y�� FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND, + , rP ° ry rP , . . { r "°'`✓� �_. °,t .Y x N N x , !°Yi\ �a a°a"m"{a,'� ,°Yv ,,,..a,.."',&.,•,"�"°„,x°...*+'�^sR,.a; z..a r c " " '_'-"P..&:.''"'""3.ma..:,�. (\IT \\ 9 P ! . ° .m.._�-,. ...�:...�._.�...,©,_-o,_. _-c.._©_.. .,..�-�... + °wdo-x ,. .. .:".mta --�•- ,..,�.,.-m _. -...�.... -..ms-_®._�'-,.�_. ' P,.. .... ....®_. sar.,a'mw5ts.d?�-'"^.,"`f �.....r�.,...® ®.-:, ow what's below. -o IRRIGATION CONTROLLER Call before you dig. „ w, s „a„ ,x.Vic.+ ,..:.:.,, YV, , : .dx ... .3, J ,Y.. ,x, ;✓„. , ..a3 z.,..,09,,.1 f.. y / „�,, / Y' e ,..'�` 9 4 c. M% s.. r,•.,»y t 5' ":"w„.d „w. s �' u,.. ,,. .,. ,.w„ .,u,o.r,a �` , .0//�r .aa� a .z,..^, 'd ..1,.rv.�..4t .::ri :.a,,. '.,.`�. i?un+r�i4."' S�.i@ICz"e§ �aM'.'sk..,,.a?.'. :...,.;:•.u, e „rv:aa>?, �a�. .�:. .-.@�' .,, I No. Date By ilevisiOr� DeSCription Designed By: Issue nate: �c ° Przq�Fss/ ^ ^° FR Walmart "' ® #5935-00 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS MS 04/06/12 �� 891PE i 2 8/7/12 PACLAND REVISED PER ,TWD COMMENTS Drawn By: Issue: _ , , ' COMPOSITE UT 7Y PLAN C-3.0 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS MS PERMIT 7600 SW DARTMOUTH ST j Checked By: Project No. �'yq�yN1 2NG�� 6400 SE Lake Road T (503)659-9500 Suite 300 SN 20-001-091 RENEWS: 12/31/12 Portland, OR 97222 F www.P cLANo COM TIGARD, OR 97223 1 2 3 4 5 6 7 - .. . . .. ..7-=.. ........... _ SEE T C-3.2 - � -� _ l 3" PVC CONDUIT(SECURITY CAMERA) 71 - 1¢' , a ........... ....._._._ .._..... ................................._............................... E E E E E E nal-t — E - E 1 _ ... .......... LEM q _ — A B 3� I �� I SECURITY CAMERA ........._ ._.._. ............ ....:. :::.::.-.-............. ................. ._._-_ __....._...._........... ..-.-_. LIGHT POLE I I ................I.......� ._.._.._...............................I_....::...:....I..�.........L.............�.. .....�........._........._ _ _ 3 I 15' PUBLIC Q; 1 .. _ _._......_ _..._......_............ I SEWER ,, v' ,% I• `" 660-PGE I I EASEMENT SWITCH VAULT 8 1- 8"x8"x6" TEE I I o 1- 6 GATE VALVE O 3'x5' HH 20K LID i- ST BLOCK I I v �PULLBOX THRUST r I UBLIC SEWER E)f1ENSION/ (Y SEE SHEET PW/ ,` 2" DOUBLE CHECK ,. W G VALVE ASSEM00, BLY /? - - - - - - - - - - - - - - -+"- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ..., 8 SS (PUBLIC) 2f TER SERVICE / 8" SS (PUBLIC) I m 8" SS (PUBLIC) \ - - - - " '/WITH ,�" DOMESTIC ��-15' PUBLIC SS - -)SS SS SS SANITARY MH PUBLIC MFTER BY TVWD + 15 PUBLIC G4 � '� _ - - - - - - - - - - - SEWER EASEMENT - - - - - - - _ - - - - SEE SHEET PW-1.1 SEWER EASEMENT - - SS m - - - - - - - - - - - - - w - - - - - - - - - - - - - - - - ® - - - - - - - - - - - - - - - - - - - - - - - - - - "' 2" WATER SERVICE �p W W W W W W W W W W W RY SERVICE(PRIVATEI / w w w ssg�o�/ 8" WATER (PRIVATE) `� IE 6" PVC(SW)=167.62 r:. 1- 90' BENJI D • SANITARY SERVICE PRIVATE 1- THRUST BLOCK COyrJECT TO P CLIC y TO MA IE 164 80 (SE&SW) _ 1- 45' BEND 1 I- 8"x8"x8" TEE 6' 0' BEND 1 THRUST BLOCK t — 1- THRUST BLOCK 3 VALVE SS � In THRUST BLOCK r .;,;' SANITARY MH PUBLIC / SEE SHEET PW-1.0 y I E ro�ro —k no FDC o�—ro�i o n n U9j�J F- -_--_.. W / �`� TRANSFORM \. W 6x6 N0. 7272-1 F TRANSPAD- E `�` �. SANITARY CO=G W N 1- 22.5' BEND IE 6" PVC(N)=173.00 W GREASE INTERCEPTOR �. �, T SEE ARCH. PLANS 11M 1- THRUST BLOCK a C-3.3 z T 1 , E- ----..-._ -•---•---------� _ �,' � RIM=175.4 3v W IE 6" PVC(E)=167.50 N Z C-3.2 / o o I - __ _ °� �\2- 22.5' BEND , a 2- THRUST BLOCK U o\ jo o o 0 20 40 �d \� \ 3 Q D I IN FEET) Q \ RETA � L I 3 !d 5 A A 5 d k $kk j�6 k �y '/ /, ^d G1 �,., 'i.......w >'',' d a 139 un i P ¢ : ri C-3.4 I UTILITY LEGEND d �� \ ,— B"xB"x6" TEE I %/� (\� g 1- 6 GATE VALVE 1 9 lii3li� PI�Vd II" yQ' ,, A� 1 2 000 SF± �� d - e" �A GAS ENTRY WITH GAS METER. CONTRACTOR IS RESPONSIBLE FOR INSTALLING PIPE ,� 1- THRUST BLOCK BOLLARD PROTECTION AT METER AND SHALL COORDINATE WITH GAS COMPANY FOR _ CONNECTION OF METER. M,\� FFE — 176 6" WATER (PRIVATE) _ \ F� yo w W w w � ^ © CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH GAS COMPANY REGARDING THE c Y a "' " SIZE AND INSTALLATION OF GAS SERVICE LINE. d� \' �� F FDC © UNDERGROUND TELEPHONE ENTRY TO BUILDING. CONTRACTOR TO COORDINATE WITH THE j �J 7 TELEPHONE COMPANY FOR INSTALLATION OF TELEPHONE SERVICE LINE AND CONDUIT. 1- 45' BEND \ 1- THRUST BLOCK < Q 3" DOMESTIC WATER LINE ENTRY WITH 2" METER. CONTRACTOR SHALL BE RESPONSIBLE o- C FOR INSTALLING ANY APPURTENANCES ON DOMESTIC WATER LINE, SUCH AS BACKFLOW J LEGEND PREVENTION DEVICES, GATE VALVES, ETC. WHICH MAY BE REQUIRED. CONTRACTOR TO G A COORDINATE WITH WATER DISTRICT. L Lu--� ' W WATERMAIN 4 Q 8" SPRINKLER ENTRY. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ANY °' M 1- 45' BEND ; C-7.0 APPURTENANCES ON THE SPRINKLER LINE SUCH AS, BUT NOT LIMITED TO, A DOUBLE E A 1- THRUST BLOCK WATER METER DETECTOR CHECK BACKFLOW PREVENTION DEVICE, IN SERIES WITH A CHECK VALVE, H WATER VALVE 2 3 GATE VALVES, ETC., MEETING WATER DISTRICT SPECIFICATIONS. 2- 90' BENDS , C-7.0 2- THRUST BLOCKS o INSTALL 8" DCDA WITHIN 687-WA UTILITY VAULT. SET LID OF VAULT LEVEL AND a v THRUST BLOCK 1 FLUSH WITH LANDSCAPING. CONTRACTOR TO COORDINATE WITH WATER DISTRICT. C-7.0 QG INSTALL NEW FIRE HYDRANT AND ASSEMBLY, TYPICAL. ❑m DCVA 1 REMOTE UTILITIES PIPE BOLLARD. PROVIDE 1 INCH CONNECTION TO IRRIGATION MAIN. E C-7.1 SEE DETAIL 2 SHEET 3.0. 1- 45' BE 8" WATER (PRIVATE) DCDA D!-,.. Qj UNDERGROUND ELECTRIC ENTRY TO BUILDING. CONTRACTOR TO COORDINATE WITH THE ELECTRIC1- THRUST BLOCyyyy51 COMPANY FOR INSTALLATION OF ELECTRIC SERVICE LINE, CONDUIT AND TRANSFORMER. IRRIGATION CONTROLLER FIRE HYDRANT QK 6" FDC LINE TO BUILDING C SEE IRRIGATION PLANS 'I N � � CD (D2- DOMESTIC WATER LINE ENTRY WITH 1j" METER. CONTRACTOR SHALL BE FDC FIRE DEPARTMENT CONNECTION (FDC) RESPONSIBLE FOR INSTALLING ANY APPURTENANCES ON DOMESTIC WATER LINE, tc� SUCH AS BACKFLOW PREVENTION DEVICES GATE VALVES ETC. WHICH MAY BE N SS SANITARY SEWER MAIN REQUIRED. CONTRACTOR TO COORDINATE WITH WATER DISTRICT. `�' • SS MANHOLE 1,3,4 QM 4" FDC LINE TO BUILDING 3 (C 5.0 Q ONE 3 DIAMETER CARLON TYPE "DB" DIRECT BURIAL TELEPHONE DUCT OR 3" SCHEDULE SS CLEANOUT 2 40 PVC. INSTALL GALVANIZED PULL WIRE OR PURPLE PROPYLPOLYETHYLENE ROPE WITH ZD (C.O.T.G.) C-5.0 A MINIMUM PULLING TENSION OF 100 POUNDS. THE MINIMUM BURIAL DEPTH SHALL BE % 4 0 © GAS METER 24". INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL "BURIED CABLE" F — G — G — G — GAS LINE WORDING, 12" ABOVE CONDUIT, , , GREASE INTERCEPTOR m —Foe—FDD—FDD—FD� FDC LINE Q ALL LP CAMERA PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO TRUCK TRAFFIC SEE ARCH. PLANS SHALL BE "H-20" LOAD RATED. THE TYPICAL PULL BOX SIZE WILL BE 17" X 30" X 28" • — * — T — T TELEPHONE o "QUAZIIE" PG17306A28 BOX WITH PG1730HH00 LID, OR APPROVED EQUAL. DEEPER BOXES o — E E — ELECTRICAL LINE MAY BE REQUIRED WHEN THE CONDUIT ALIGNMENT IS AFFECTED BY OTHER UTILITIES. THE i is ELECTRIC TO IRRIGATION CONTROLLER PULL BOX SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATION WITH A Know what's below.ID - - w w — DOMESTIC WATER LINE CONCRETE COLLAR AND A MINIMUM OF 8" OF GRAVEL COMPACTED PER PROJECT CaII before >°° c - - - - - - - - - - PUBLIC UTILITY EASEMENT SPECIFICATIONS. you dlg. -C_ �' �_f-w ® o_�� o �_f_o-1 �_� ® .®.._®.-_. _E.....�_�-� _�.....� ■ �_�_� 0 •C - Y �€. >'a.. J'„ �.. ;m+'e'y:'Y'. r: ;;T;t•mp �". , .L"vu._ _Fe` a , „ :.�. ,..:�„ �, ,� � . .�&,. 5Y? .. ,r,g '. ".,�... "rt °',,�y/.;,.... of :'4."e", ,.;: k wr...... .n. £1 r, i •? .,,.. firer „o'.'__ . 3. c S '..6 � 3"„�:� �� ,.......: ,::,:.2, � ��,.. , .., s,..��>�� .. oda.. , ..,.E�r:�, u, �;: �,��' � " �,,,:.�;��'�,s�,i ��,�, i�.w��„�ni��"�. E _ Designed C Issue Date: PRacF .I :No Date_ By - Revision Desc9 9p�ion g y \�'� et® 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS MS 04/06/12 891 PE Walmart ®'. #5935-00 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS DrN✓F1 By, ISSUOt UTILITY PLAN J C-3 E 0 D 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS MS PERMIT o o^ 7600 SW DARTMOUTH ST ” CD Checked By: Project 9'\90, rygWN �tiNG�� 6400 SE Lake Road T (503) 659-9500 Suite 300 F (503) 659-2227 SN 20-001-091 RENEWS: 12/31/12 Portland, OR 97222 www.PAcLAND.COM TIGARDI OR 97223 1 2 3 4 5 6 7 ( ( ELECTRIC & TELEPHONE STUBS MATCHSEE PLAN VIE OLE7.— \CONNECT TO MABNPERLIC ATER TVWD1- 8"x8"x6" TEE \\STANDARD. " / 1- 6 GATE VALVE ( \ °\ e 1- THRUST BLOCK \ \1- 8"x2" TEE SLEEVE \1- 2" GATE VALVEGREASE INTERCEPTOR \* 1- THRUST BLOCK � EE ARCH. PLANS 1- 45' BEND � SANITARY MH PUBLIC"`i• 3 1- THRUST BLOCKS SEE SHEET PW-1.1 1- 22.5' BEND ( ; �,. ;Dm --� 8" SS (PUBLIC) 1- THRUST BLOC ., SS SS SS ACONTACT R TO ARAN N W W —« « W CONTA FIRE HYDR ATT �`-•! - FD FDC—Fnc—Fn n� Dc� DC—FDL 0 �—FD FDL—FDL — FDC FD „' ` 1- 8"x8"x6" TEE I — — — — MAIN. OORDINATE TVWDEXISF w W �� 1- 6 GATE VALVE r — — — — — — — — — — — rti I A I 11 11 I 2 90' BE 1- 8"x8"x8" TEE ' 1- THRUST BLOCK - ;•,,v 2- THRUST BLOCKS 1- THRUST BL CK I 1- 90' BEND I I 1- THRUST BLOCK I HYDRANT E T��BED / ALVEUASSEMBLYBLE K 2" METER S RVICE W/ 1r DOMES ITC METER ,::r 8' F may. : Gq p BY TVWD e � EI 15' PUBLIC I \� Y SEWER EASEMENT 4,67 UBLIC FIRE M 'ui"` '' 2" WATER SERVICE �_ C tt FDC G C-7.1 M W ' ASSEMBLY I I ' W 1- 45' BEND I I AL1- THRUST BLOCKAF MATCH LINE - SEE PLAN VIEW RIGHT .W ` HETAL '2 = II 12, 000 SF± I ,' B C l _ - - - ---- I ' F F F 186 . 5 J 1 45' BEND I E i X, 1- THRUST BLOCK I I A \ o U z I I ( o W IN a )Ildllil 22 90' BENDS ^ w m i < • GE 2 ' THRUST BLOCK GIG W Z i o o q , 3co � N < GD «� II WIuU { 1- 8"x8"x8" TEE ° t I I 1- THRUST BLOCK P —r�"1 d p I ( I WI W W 8" WATER (PRIVATE) V , p II 0 20 40 II \ }} / I 15.2' CENTER-TO-CENTER ' I I B "I ''�� 1- 8"x8"x6" TEE I I IiW 1- 6 GATE VALVE I I 1- THRUST BLOCK 3 I I UTILITY LEGEND LEGEND - I DA GAS ENTRY WITH GAS METER, CONTRACTOR IS RESPONSIBLE FOR INSTALLING PIPE 4 TRANSFORMER I G BOLLARD PROTECTION AT METER AND SHALL COORDINATE WITH GAS COMPANY FOR W WATERMAIN 6'x6' NO. 7272-1542 ; ' CONNECTION OF METER. WATER METER C-7.0 TRANSPAD-PGE --- SANITARY MH PUBLIC © CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH GAS COMPANY REGARDING THE H WATER VALVE 2 3 E SEE SHEET PW-1.1 3 I I C-7.0 3'x5' HH 20K LID o SIZE AND INSTALLATION OF GAS SERVICE LINE. ' I `" - PULLBOX �:x © UNDERGROUND TELEPHONE ENTRY TO BUILDING. CONTRACTOR TO COORDINATE WITH THE � THRUST BLOCK 1 I� • ° RIM=182.6 D I I I TELEPHONE COMPANY FOR INSTALLATION OF TELEPHONE SERVICE LINE AND CONDUIT. E fi�VC�W1-174.0 (,`—],D �� , E E E E Fr E E E E E E E Er E ,, , �— r r_Gr _rte r i r=Gr =rte r r rte. _rte r r r Gr=rte r r r Gr =rte r r r r r Gr =rte r G G r —«— r r =r G ? G r—Gr —rG �p 3" DOMESTIC WATER LINE ENTRY WITH 2" METER. CONTRACTOR SHALL BE RESPONSIBLE 1 / FOR INSTALLING ANY APPURTENANCES ON DOMESTIC WATER LINE, SUCH AS BACKFLOW ® DCVA G - C-7.1 r —i' `GREASE INTERCEPTOR I SANITARY SERVICE PRIVATE ss— PREVEN110N DEVICES GATE VALVES, ETC. WHICH MAY BE REQUIRED. CONTRACTOR TO c 3 COORDINATE WITH WATER DISTRICT. CDA 2 c — c — c SEE ARCH. PLANS I I IE 6" PVC(S)=170.38 0 8" SPRINKLER ENTRY. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ANY C-7.1 ,''' �' 660-PGE I APPURTENANCES ON THE SPRINKLER LINE SUCH AS, BUT NOT LIMITED TO, A DOUBLE FIRE HYDRANT (� / ; /� SWITCH VAULT I I DETECTOR CHECK BACKFLOW PREVENTION DEVICE, IN SERIES WITH A CHECK VALVE, 'S'YO C-7.0 ^ � ^, I I GATE VALVES ETC., MEETING WATER DISTRICT SPECIFICATIONS. < FIRE DEPARTMENT CONNECTION (FDC) %' / 0 INSTALL 8" DCDA WITHIN 687-WA UTILITY VAULT. SET LID OF VAULT LEVEL AND FDC FLUSH WITH LANDSCAPING. CONTRACTOR TO COORDINATE WITH WATER DISTRICT. SS SANITARY SEWER MAIN a Q INSTALL NEW FIRE HYDRANT AND ASSEMBLY, TYPICAL. � / ¢ m < \ G SS MANHOLE 134 / ''' R�" 3 I a 0 REMOTE UTILITIES PIPE BOLLARD. PROVIDE 1 INCH CONNECTION TO IRRIGA11ON MAIN. C-5.0 �;;;;«;;;n« ' ® oo SEE DETAIL 2 SHEET 3.0. . SS CLEANOUT �/ I "' (+� E Qj UNDERGROUND ELECTRIC ENTRY TO BUILDING. CONTRACTOR TO COORDINATE WITH THE ELECTRIC (C.O.T.G.) C-5.0 %' �" I I 1 COMPANY FOR INSTALLATION OF ELECTRIC SERVICE LINE, CONDUIT AND TRANSFORMER. © GAS METER 3 I I U QK 6" FDC LINE TO BUILDING — G — c — c — GAS LINE // G � SANITARY MH D 0 2" DOMESTIC WATER LINE ENTRY WITH 1j" METER. CONTRACTOR SHALL BE —FDC —Foo--Foo--FDc— FDC LINE RIM=178 8 W N RESPONSIBLE FOR INSTALLING ANY APPURTENANCES ON DOMESTIC WATER LINE, — T — , — T — TELEPHONE I I W o 0 IE 6" PVC(SE)=170.3 SUCH AS BACKFLOW PREVENTION DEVICES, GATE VALVES, ETC. WHICH MAY BE / I I _ N REQUIRED. CONTRACTOR TO COORDINATE WITH WATER DISTRICT. E E ELECTRICAL LINE / IE 6" PVC(W) =170.1 I I N " is ELECTRIC TO IRRIGATION CONTROLLER NdA Q 4 FDC LINE TO BUILDING � w w — DOMESTIC WATER LINE ''; � �� W - — — — — — — — — - PUBLIC UTILITY EASEMENT I W / I I `, II J •o Q ` II �%; � I I V i LI Knowwhat's below. L.............. ........_... m._.__...._. ._.._...... ..... _.,_.,,,.,,_.._„ = A N Call before you dig. �/ I i L.......-.......I................................................. ....._...__..... ....._ _ _......... ...... ATCH LINE - SEE SHEET C-3.1 3 I I N x, s .r,rrv. m,.r x ,z,. ,i",y^",.+. rf f ,:,.'°ter_ .s•. t,..,x. a:¢ ,,.,,a„"„..;w mT,wa r+`E, v:�.«r'. F.....rs. b� .�ku. "W.^ .., ,.., �« a......rs < ira"a"�.;a..s .` �<aa>..,AnP�15�,sn.,.....,..IS u.Rev5lot� C SC.r�` On Designed By: Issue mate: Fss �5 , 1 Q 1' 7/10/12 . PACLAND REVISED PER TVWD COMMENTS _— MS 04/06/12 �c' 891 E a I ma rt . "IIII #59135-00 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS Drawn By: Issue: UTILITY PLAN II C-3.2 0 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS MS PERMIT o ON1 ' 7600 SW DARTMOUTH ST N o CD Checked By Project No. �ygHiNt �NG`� 6400 SE Lake Road T (503) 659-9500 Suite 300 F (503) 659-2227 TIGARDwwOR 97223 SN 2O-OOl-O91 RENEWS: 12/31/12 Portland, OR 97222 w .PAcLAND.cont t 1 2 3 4 5 6 7 Y - mu.n wv:"'uu'x-n"" ••.:¢cs-,urmnxuw,sfsairewvmv¢wesva'¢wvvummwmv rtwnvvmm-aam—.mm�mxwwxm,"mvonxacw'vvtn-�¢e nrmmtl <iwtw: wCl. , _ v SANITARY MH PUBLIC C-3.2 / y SEE SHEET PW-1.1 NFu I 0 20 40 U o i (IN FEE»If -�-.-- WI _ C-3.4 I ' i 1 cWWn C-3.1 o i I ; w W ; Z ; 1 2I ?I 1 U 4 ■ 1 f t LEGEND 4 I i i fF W WATERMAIN C-7.0 B i I 1♦': WATER METER 2 3 1 WATER VALVE C-7.0 ' v THRUST BLOCK 1 ' C-7.0 — !...•.-... DCVA 1 — ..�.._� C-7J -� �_ ❑ 1- 45• BEND -- " DCDA C-71 ♦� 1- THRUST BLOCK 1- 8"x2 TEE SL EVE W W 8" WATER (PRIVATE) W W W W 1- 45' BED G 1- 2" GATE VALVE 5 1- THRUST BLOCK `. % FIRE HYDRANT ' Q 1- THRUST BLO'K yYp C-7.0 1- 8"x8"x6" TEE „' ',',' 3" DOUBLE CHECK FIRE DEPARTMENT CONNECTION (FDC) 1- 6 G� ATE VALVE '� ''%j, VALVE ASSEMBLY " " FDC 1- THRUST BLOCK 3X2 F CONNECT TO PUBLIC WATER � �.'.;', �1"• ! SS SANITARY SEWER MAIN REDUCE MAIN PER TVWD STANDARD. hz _ • SS MANHOLE 1,3,4 ♦ W W C-5.0 r ♦♦ . . , . ., , . i, , . ., , .,' , ar, � ♦♦ , �,�. .,�,�. . � �. .�' ',',;' ', � 1 • SS CLEANOUT 2 `♦ z EXISTING 12" PUBLIC C' I ,�A.I y •�♦ pC `-. t 1 WATER MAIN © GAS METER ♦ 1- 9 ,. , 1 — G — G — c — GAS LINE �, 1- 1HRUST 1_\;90'�BEND 1 me FDC--FDC FDC FDC LINE ' SANITARY COTG ' ♦ 3'x5' HH 20K LID 1- RCiST BLO _ ~ ' ' 2" SERVICE AND , — * * * — TELEPHONE 3 DOMESTIC WATE A J 1- 90' BE `♦♦ PULLBOX — E E — ELECTRICAL LINE IE 6" PVC(N)=172.50 C , ,. . -,. � 1- THRUST BLOCK Fd\ ♦`♦ 660-PGE METER BY TVWD G y �, s ELECTRIC TO IRRIGATION CONTROLLER E E E C C E E E WITCH LT , r T , ,�, r `"'"'---- - r �, — w w DOMESTIC WATER LINE r — . — . — . — , —F — r — , - . — . — . — . — ,, S� VAULT ► � Td , dy, A c — c = c —cc =c = c=cc =c — c G — G — G — G — G — G — c — GG — G — G c G — G — c — G= GG = c—c ♦ c — c ccc � �..� � ~- � - - - - - - - - - - - - PUBLIC UTILITY EASEMENT SS SS 6" SS (PRIVATE) SS SS ',� 1 8"x8 x8 TEE '' °�A `♦`. ; ` . u : 'P ,u uTM L,.�•.':: fi° _,,, :v.. .. 1-THRUST B _rr ♦♦ F 0 ! LOCK ♦ B UTILITY LEGEND " �o ♦♦� ~ \ - ® GAS ENTRY WITH GAS METER. CONTRACTOR IS RESPONSIBLE FOR INSTALLING PIPE � :�"' �� on \. BOLLARD PROTECTION AT METER AND SHALL COORDINATE WITH GAS COMPANY FOR \\ `.,,, CONNECTION OF METER. �9 ,�`♦ :~- g CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH GAS COMPANY REGARDING THE �9 \ - SIZE AND INSTALLATION OF GAS SERVICE LINE. I % ` - ' ` '' AO� ��OPi , ♦F wG''� '- - - C UNDERGROUND TELEPHONE ENTRY TO BUILDING. CONTRACTOR TO COORDINATE WITH THE d * � TELEPHONE COMPANY FOR INSTALLATION OF TELEPHONE SERVICE LINE AND CONDUIT. Op 3" DOMESTIC WATER LINE ENTRY WITH 2" METER. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ANY APPURTENANCES ON DOMESTIC WATER LINE, SUCH AS BACKFLOW E E .. E —.... E E PREVENTION DEVICES GATE VALVES ETC. WHICH MAY BE REQUIRED. CONTRACTOR TO �`' 3 `♦ � % 1- 45' BEND PGE TO CONNECT TO -•--.-._.___ COORDINATE WITH WATER DISTRICT. GREASE INTERCEPTOR \ 1- THRUST BLOCK EXISTING VAULT I ` 0 8" SPRINKLER ENTRY. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ANY REFER TO ARCH/MEP PLANS APPURTENANCES ON THE SPRINKLER LINE SUCH AS, BUT NOT LIMITED TO, A DOUBLE DETECTOR CHECK BACKFLOW PREVENTION DEVICE, IN SERIES WITH A CHECK VALVE, o SANITARY CONNECTION GATE VALVES, ETC., MEETING WATER DISTRICT SPECIFICATIONS. IE 6 PVC(S)=174.0 " INSTALL 8" DCDA WITHIN 687-WA UTILITY VAULT. SET LID OF VAULT LEVEL AND m� ,�_ / .,', � �.♦ FLUSH WITH LANDSCAPING. CONTRACTOR TO COORDINATE WITH WATER DISTRICT. INSTALL NEW FIRE HYDRANT AND ASSEMBLY, TYPICAL. �I 3 I 0 REMOTE UTILITIES PIPE BOLLARD. PROVIDE 1 INCH CONNEC110N TO IRRIGATION MAIN. a SEE DETAIL 2 UNDERGROUND SELECTRIC ENTRY TO BUILDING. CONTRACTOR TO COORDINATE WITH THE ELECTRIC COMPANY FOR INSTALLATION OF ELECTRIC SERVICE LINE, CONDUIT AND TRANSFORMER. oN % 6" FDC LINE TO BUILDING \ II I 02. DOMESTIC WATER LINE ENTRY WITH 1�" METER. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ANY APPURTENANCES ON DOMESTIC WATER LINE, SUCH AS BACKFLOW PREVENTION DEVICES, GATE VALVES, ETC. WHICH MAY BE REQUIRED. CONTRACTOR TO COORDINATE WITH WATER DISTRICT. QM 4" FDC LINE TO BUILDING M I I 3 1 I , + Know what's below. Call before you dig. MATCH LINE — SEE SHEET C-3.4 10 011�'111'1w y W.,,,, „ , i •,9 n.. •.4.. C N,a<r�,w. �. .'xy;':u wc; .... ....,,:r .: � ..'�. m ` �.,:1 tit:-,'. � ''3�.u"w ..�... ,r:�.,".."�`�Fk�S4w �s3Ge. ,.'w' °��w1�1!,5�y�, .t.8^�' '�' �tin`: &,..,, ..za�§.,t;"za'�'�' ` ,Z. R:1a�c1�.\.. � �Ok,S, `r"�+..�..Q� x .�ekY.,a ,o'higrs'r. '�n'.1a�� ,,,,'�'!I E N�. C) k® 'Re�/ISIbC1 iSCrI , I©tl gody: ', Issue bate.: �FgF9 P `Fss a bes C1 \g GINe i 1 . Q, 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS MS 04/06/12 0891PE ` y a ' ;p' ` _ 77 wn E3 Wa I ma rt ® ' X5935 00 0 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS P Y 15SU8: UTILITY PLAN III C-3.3. Q 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS MS PERMITs�oN 14,X001 , 7600 SW DARTMOUTH ST her, By, ., Prc j t Nb, ygyN L NGS 6400 SE Lake Road T (503) 659-9500 (503) 659-2227 6, SN 20-001-091 Portland, OR 97222 Suite 300 Fwww.PAccLAND.COM 1T.MD, OR 97223 RENEWS: 12/31/12 1 2 3 4 5 6 7 MATCH LINE - SEE SHEET C-3.3 4I I - _ 1_0 „ik , 2 I j c, m C-3.2 / a 1- 8"x8"x6" TE } ? ¢ o yy 1- 6 GATE VLVE ` . " " / 9 1- THRUST BLOCK D° j m I'' §§ E A yn 8 3 I O 4 14 e 1- 90' BEND u1 U e� fie, ✓, v 1- THRUST BLOCK � is I 9 L/ / CI _ p 9 1- 8"x8"x8" TEE C-3.1m gg K I I C � 3 • 9 / 1- 90' BEND ' 1- THRUST B OCK % , TRANSFORMER - b otic ■ _ 5106-PGE VAULT: BASE 5106-8/M-PGE lit CC TOP: 5106-1-2436P-TRANS 2-PGE 0 20 40 ' '• (IN FEET) I ■'" LEGEND r i W WATERMAIN 4 C-7.0 a WATER METER gg N WATER VALVE C N) 1 a 2,3-7.0 I U gg gg i i3 ■ ® THRUST BLOCK C-7.0 wI i I 3 1 ❑m DCVA W _ C-7.1 yg pp � �;;� 2 ' I i � � � DCDA C-7.1 W W 3 ■ FIRE HYDRANT C-7.0 Y I I I FDC FIRE DEPARTMENT CONNECTION (FDC) 3 1 6 SS SANITARY SEWER MAIN z • SS MANHOLE 1,3,4 J 1 �� '% ■ C-5.0 _117SS CLEANOUT 2 C U I /,' (C.O.T.G.) C-5.0 © GAS METER Q II c — c — G — GAS LINE FDC FDC FD�FDG FDC LINE ' — T T — T — TELEPHONE 1- 45' BED e e ELECTRICAL LINE I 1- THRUST BLOCK Ec ELECTRIC TO IRRIGATION CONTROLLER q — W W _ DOMESTIC WATER LINE — — — — — — - PUBLIC UTILITY EASEMENT f UTILITY LEGEND GAS ENTRY NTH GAS METER. CONTRACTOR IS FOR BOLLARD PROTECTION AT METER AND SHALL COORDNATELWITH GASSTALLING COMPANYIPE FOR I CONNECTION OF METER. - r- 1- 45' BEND Q CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH GAS COMPANY REGARDING THE 1- THRUST BLOCK SIZE AND INSTALLATION OF GAS SERVICE LINE. c © UNDERGROUND TELEPHONE ENTRY TO BUILDING. CONTRACTOR TO COORDINATE WITH THE 1- 8"x8"x6" TEE TELEPHONE COMPANY FOR INSTALLATION OF TELEPHONE SERVICE LINE AND CONDUIT. a 1- 6 GATE VALVE 3" DOMESTIC WATER LINE ENTRY WITH 2” METER. CONTRACTOR SHALL BE RESPONSIBLE 1- THRUST BLOCK FOR INSTALLING ANY APPURTENANCES ON DOMESTIC WATER LINE, SUCH AS BACKFLOW v M i .. _ ..' 3.,, _. " - V� PREVENTION DEVICES VES GATE VALVES, ETC. WHICH MAY BE REQUIRED. CONTRACTOR TO 8" WATER (PRIVATE) COORDINATE WITH WATER DISTRICT. W W W WA,, W ^ W W W Q 6" SPRINKLER ENTRY. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ANY APPURTENANCES ON THE SPRINKLER LINE SUCH AS, BUT NOT LIMITED TO, A DOUBLE r DETECTOR CHECK BACKFLOW PREVENTION DEVICE, IN SERIES WITH A CHECK VALVE, GATE VALVES, ETC., MEETING WATER DISTRICT SPECIFICATIONS. Q INSTALL 8" DCDA WITHIN 687-WA UTILITY VAULT, SET LID OF VAULT LEVEL AND FLUSH WITH LANDSCAPING. CONTRACTOR TO COORDINATE WITH WATER DISTRICT. Ell © INSTALL NEW FIRE HYDRANT AND ASSEMBLY, TYPICAL. REMOTE UTILITIES PIPE BOLLARD. PROVIDE 1 INCH CONNECTION TO IRRIGATION MAIN. * SEE DETAIL 2 SHEET 3.0. UNDERGROUND ELECTRIC ENTRY TO BUILDING. CONTRACTOR TO COORDINATE WITH THE ELECTRIC COMPANY FOR INSTALLATION OF ELECTRIC SERVICE LINE, CONDUIT AND TRANSFORMER. M QK 6" FDC LINE TO BUILDING © 2" DOMESTIC WATER LINE ENTRY WITH 1j" METER. CONTRACTOR SHALL BE ■ Q RESPONSIBLE FOR INSTALLING ANY APPURTENANCES ON DOMESTIC WATER LINE, � SUCH AS BACKFLOW PREVENTION DEVICES, GATE VALVES, ETC. WHICH MAY BE a ' REQUIRED. CONTRACTOR TO COORDINATE WITH WATER DISTRICT. Know what's below. Call before you dig. 0 4" FDC LINE TO BUILDING 0 H r :.F 3F i ,.., . . >..F,. . e r3,...:.: e,.., v .r.c.:.uw �_Z. .,. ... ,..::...•x.>,;ShxY 'aE..n>.,,2....ror@ � ...2.>h, >,3d�5,.,...r.�r,ars"t'B.., ds:>�Fsm,�S..>„_,_ �, .,.....,,,n, r, ,,,•M-i . ,. Sa.,L ,,,,.r. . .i .,�. __ ., NO. bat( � /�� I�@UISIOt� I�@SCYI�JtlOt1. , nesigned 8y: ; Issue:Date- Pi PRc�F�i � b 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS F�.21 walmart *® ® X5935-®® MS 04/06/12 a� 089 PE 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS Y , , Craw” issue: UTILITY PLAN IV C-3.4 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS MS PERMIT �G oo 760 SW DARTMOUTH ST N Checked By;: PFO�ect No.. sy9�N1 �NGJ 6400 SE Lake Road T (503)659-9500 SN 20-001-091 Suite 3000R 97222 F ((550'3) 6559-2227 TIL. GARD, OR 97223 RENEWS: 12/31/12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 L; 17 LUMINAIRE SCHEDULE CALCULATION SUMMARY LABEL CALCTYPE UNITS AVG HAX MIN AVS MIN MAX MIN # PTS SYMBOL QTY LABEL ARRANGEMENT TOTAL LAMP UNDIS LLF DESCRIPTION ARR. WATTS ARR.LUM.LUMENS BUG RATING BALE & PALLET ILLUMINANCE FC 1.13 2.7 G.4 2.G3 6.75 57 1 D1D5_38 BACK-BACK N.A. 0.765 2-EAMT5D5N57A4CBLCKF 35 FT POLE ON 3 FT BASE 570 38000 B5-U3-G3 ENTRY 1 ILLUMINANCE FC 1.30 3.4 0.3 4.33 11.33 190 ENTRY 2 ILLUMINANCE FC 1.10 1,9 _ 0.5 _ 2.20 3.80 100 3 D2F12_38 ROTATED OPTICS N.A. 0.765 1-EAMM5M4L57A4CBLCKF & 1-EAMM5M4R57A4CBLCKF 35FT POLE/3FT BASE 426 29600 B2-U3-G3 FRONT AISLE ILLUMINANCE FC 2.76 3,2 1 2.2 J.25 1.45 123 ;! {� 1 D2W12_38 ROTATED OPTICS N.A. 0.765 1-EAMM5M3L57A4CBLCKF & 1-EAMM5M3R57A4CBLCKF 35 FT POLE/3FT BASE 426 29600 B2-U1-G2 LIMITED PARKING ILLUMINANCE FC 2.03 5.3 ; 07 2.90 4.71 608 MAIN PARKING ILLUMINANCE FC 2.06 4.0 0.7 2.94 5.71 1854 3 QD5_38 4 190 DEGREES N.A. 0.765 4-EAMT5D5N57A4CBLCKF 35 FT POLE ON 3 FT BASE 1140 76000 B5-U3-G3 OUTER DRIVE SIDE ILLUMINANCE FC 0.94 2.4 0.4 2.35 6.00 99 PEDESTRIAN PATH BACK 1 ILLUMINANCE FC 1.48 2.6 0.5 2.96 5.20 15 //( ( 4 QG1_38 GROUP N.A. 0.765 3 EAMT5D5N57A4CBLCKF & 1 EAMM5M3F57A4CBLCKF 35 FT POLE/3FT BASE 1068 71800 N.A. PEDESTRIAN PATH BACK 2 ILLUMINANCE FC 1.26 3.5 0.5 2.52 7.00 61 86 4350 Bi-U2-Gt PEDESTRIAN PATH FRONT ILLUMINANCE FC 1.27 3.0 0.5 2.54 6.00 49 t >0 20 SALEM-15 SINGLE N.A. 0.765 EPST5B341N4PBLCKF 15FT MTG HT POLE PEDESTRIAN PATH SIDE ILLUMINANCE FC 0.99 2.3 0.5 1.98 4.60 96 1 SD5_38 SINGLE N.A. 0.765 1-EAMT5D5N57A4CBLCKF 35 FT POLE ON 3 F BASE 285 19000 B5-U3-G3 REAR EAST ILLUMINANCE FC 0.64 2.0 0.1 6.40 20.00 100 REAR WEST ILLUMINANCE FC 1.22 2.5 0.3 4.07 8.33 87 `, \\ <l 1 SW12A._38 SINGLE N. 0,765 1-EAMM5M3F57A4CBLCKF 35 FT POLE ON 3 FT BASE 213 14800 82-Ui-G2 VERT MAIN PARKING IN ILLUMINANCE FC 0.97 1.6 0.4 2,43 4.00 20 • • • • '� 160 10800 B2-U1-G2 :' `•" " " :., � ,. O VERT MAIN PARKING OUT ILLUMINANCE FC 1.22 1.7 0.6 2.03 2.83 20 7 SW8_38 SINGLE N.A. 0.765 1-EAMM5H3F57A4CBLCKF 35 FT POLE ON 3FT BASE VERT SPILL PROP UNE EAST ILLUMINANCE FC 0.18. 0.8 0.0 N.A. N.A. 116 t �4 SINt2� 8 + 5 T1D5_38 3 190 DEGREES N.A. 0.765 3-EAMT5D5N57A4CBLCKF 35 FT POLE ON 3 FT BASE 855 57000 B5-U3-G3 VERT SPILL PROP LINE NORTH ILLUMINANCE FC 0x03 0.5 0.0 N.A. N.A. 53 N5 .;.;;;;;;;Y;'P;A P;' 's \� VERT SPILL PROP LINE SOUTH ILLUMINANCE FC 0.14 0.5 0.0 N.A. N.A. 98 � 5 S7675 SINGLE N.A. 0.751 HADCO S7675, 25OW HPS, SP7675, 12 MH 250 27000 1 VERT SPILL PROP LINE WEST I ILLUMINANCE FC 0.36 0.8 0.0 N.A. N.A. 112 6 4 4 9 ART h y � y4gx; g4yrir•«•u•:+•:" �. ®.._ ,m,-,�y,•- -m....mx.-.�-"m--m--�....¢e.....m....�....m._.rm....�..,¢x_.m....�^._m....m NOTES: f • * ° + ° + ° ° • ° °' "� y USED PROVIDED LOCATIONS AND MOVED AND ADDED POLES AS NEEDED TO MEET WALM SPEC. co .' "' ea�o PEDESTRIAN PATH LIGHTING PROVIDED AS REQUESTED - DECORATIVE & 15FT. _.................._._.................__..._. -,moi-.,-a............ .................. ..................... ... ._ _.YM1........-d �n',=r1��1.-A.-A.-P....... j PEDESTRIAN PATH POLE SPACING ADJUSTED AS NEEDED TO SUIT WALMART SITE LIGHiiNG CONTRIBUTION. - 4 5 �1] I 1 1 628 x_...., I i iSW8_38 " + M♦MIP' ♦ , ♦ ' \. - `,, ...... a e P a �; ,;,p:' ♦ :4ggp�$ole'm.;fra ': `�",�"�.,`s�: sal-•�n;�,;.�s.� � ' P � o ...............o, ...... . R / Q 12,000 SFt Ar' ;a�t;t; •:e a °, ♦ : : : . + . 4r . P : FFE = 186.5 tt(( ;r{•4 "AP a P P o♦1�1!•P ! � I 1 3 / t y Pri Ai4a • iiiiP4 ! 1 I +'aP.e•°.+.a°e:,•+°y:a:ae•a.AiP.•P W°a.e :-!.4;;r+4 V„°i°P9rt4raIV4ild+TliPt iPdhrt+iP,vF4V4}o-"PiV.i..AP,..aYd l♦,Y.'YPY 1.«Ni..i,l \: 2 0 -, k q...__,_�_. _.. T I D5 3�._1._....-_...........� � �, .<.nJ.`,i 1 _2 ...�... �....�, .....® .. m 5 D 50 100 0 (IN FEET) t Nell1��QD5D2F12-38J 0 Sale -1 a ♦ ♦.♦ i 4 9 1 , , 9 15re'a f • , ♦ e 4 1 1: • s ,', 9 9 R J , e , C-,j Q d j S : a;r M;Ny Mh44M;Y 4 M1°A°9 4 M1 9 9 1 , n •.q, .;e:l W i yz 2•^.y. V• .. , , ♦ qP °, 1 I4°45 t qy . , IItr96 bF 5 _ Salem 15 i Ydia'1k4RF T9 �g✓�(J 4 } k b M1 4 d 9 9 , 5 ._ .... ......._ ... ... ... ..... . ...� , �- '� ° r°r°aia'tia a a ��" '&� "�yij7'rp{ �t p ,}�y*ax A.M• ,:L i� rs+sF °z'"•€4.w v1 '"Jv"'wFW 'gA�fhy'jgr 5 r ♦ r «°a°iirt « -.,..,,,,_ '� K.,w "PSPu k+a r a .! ..a.' f t+".tij°ti *'v.d , a !PI'+f� °�• lem-1 LIGHTING NOTES LOSS PREVENTION S�Oek�4�� c�. u.c�. c�.c�+ � I t 'r OMT) I,I 1. LIGHT FIXTURE LAYOUT BASED UPON PHOTOMETRIC ANALYSIS CAMERA LOCATION Walmart 2. PREPARED BY GE, DATED MARCH 22, 2011. L C OACT SHALL B PON RELOCATIONS, , INCLUDINGBUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, C-138-NO-NO S 8_38 SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK w f T DS 3 Q 5 36 �e =1 ' ° SHALL BE IN ACCORDANCE WITH GOVERNING AUiHORITiES G1-38 37,90 BE APPROVED BY SUCH. ALL COST SHALL FIFE 180.00 :Q 1 0 SFt SPECIFICATIONS AND SHALL BE INCLUDED IN BASE BID.':'°<` - _ 1 3 ' °YY ':' 3. REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN. "�` '.'. 4. THE CONTRACTOR SHALL CONNECT LIGHTS TO THE SECURITY CIRCUIT ' AS SHOWN ON THE ELECTRICAL PLAN. r:. w i x. H,; I i 5. MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. CONTRACTOR SHALL INSTALL CONDUIT AND ELECTRICAL CIRCUIT BETWEEN THE MONUMENT SIGNS) AND THE LIGHTING PANEL. •'° .uFi+`a r;>< j4Nfb^;h;a-v ar,enk .e .:. .,.t° `zYM`y i',.ehai. 'rT'vw:,.,., 3 i •r•r°r•• . • °a°e• °d•:•: E FURNISHED BY SITE LIGHTING VENDOR 1 - �W --. 1T8YP, ASSHONN ON THE ELECTRICAL 7. EO APL NGHTS TO THE SECURITY CIRCUIT LEGEND H I ;• � ;i y r �e�•r N •.{C' ' 1 2 :';5 AS (FIXTURE STYLE A5 INDICATED) 1 WT15 ; 1 s i�n , ♦ a99 , ° " '• ° • •: l � QG1-36J 1 SW . _ ,+ NEW LIGHT POLE AND BASE FI IND h 1 � BASE AT 3' B " JF, t f � 38' MOUNTING HEIGHT. TED C 9.2 OTER OLE BEHIND BACK OF CURB, CEN OF P R :'':': AS SHOWN. � if y'a�tlP .' •9 b , r r I• . h \ ;ya•;r5+`+' ' ° CENTER OF POLE BASE TO BE CENTERED IN PARKING / u . . .. . . . . . . AT IT DOES NOT CONFLICT WITH PARKING �Id 'e \ 3 STALL IN . ! : . , . J, 2 " i i ::, G SUCH 1H STALLS Cr�,,/•'/ y q ,1a , E I°,•,I ie11 E[ � f ° 1 r , ENTER OF POLE BASE PER DIMENSIONS AS SHOWN, ;+;9; b LIGHT FIXTURE W/GLARE SHIELD ON SIDE ADJACENT RETAIL 1 �` :�:�.' i'' �; OO TO WETLANDS. d- hh4 *4n9y.~ 12,000 SFt 'r' WELL WALL, FFE 176 _ } ENTER Of POLE BASE AT END OF TRUCK - 1 O COORDINATE WITH ARCHITECTURAL 'iYrl ° 1 2 `,, TURAL PLANS. C TiT1 5 3. OLE B T HI F B, 1 rra�Pt�° ASE A END ACE OF CU bFb , 4;949; _ CENTER OF P B R O AS SHOWN cw :°:°a°:;: Y nb`F` ` ` 69 1_38 j O NEW LIGHT POLE AND BASE (FIXTURE STYLE AS INDICATED) a ?•:-, :;:;:; 2 15' MOUNTING HEIGHT. -g �'� QG 37.15 ; ; cn +?'''; r 'r : :. •••°. : POLE BASE AT 3 BEHIND BACK OF WALK, �', q ", ; „ i . + a "°,ti gO CENTER OF C .2 3 `�. : : :':' °" '"Y 152.66' 6 .38' -I I� AS SHOWN. \ I : . . f 9 , f f A•,•A ! ♦ \ , 1 NEW LIGHT POLE AND BASE FIXTURE SME AS INDICATED 3 , ( ) W erf + + + i 1 7 7- I Vti.:':':t:++ta 9 . 5 ;, ,;:,Pr12 MOUNTING HEIGHT. _ drat ih _.. :a'• ' � �.., . P,°ata °94451 9 ,h P'i° ° .. •__..... ._.._......_ SW8_38 W8_38 _ �.. S M 'Yr ®....®. '444 4 4 ♦ ♦` • P. + /',^�. _-T�! • ♦'!! r � ° •Y'-Y�_I�- r r e A a a 4 \ \ ''9 4 4 4 9 YIi.iL" 9 f ! 4 ° ,'V d , A a P", a •pp44!••••r••a••' e a•0 diP `•r':1+4 `}y -Y-1-• , 9 i i+F'ni"�°+ tb•e', f a 6 b M1 •!tl°1•°'°•°•!•4•:i. - \ \ ""•♦ + e e r + s , e f°✓+•+'.ii + + + ! , h r`a r 5 h , a ! ! 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W��w,,:� r,X,�','MrP�i..Sfs .. ,... . .kid�♦�k kr.,...:x..`�.9 n, � `:S.W§».a`:E rr ., - " � � 1`` Issue nate F9 Pr�F� ° 1 7/10/12 PACLAND REVISED PER TM COMMENTS MS sad' M1 O4 06/12 0891PE Walmart . . #5935-00 1- Maim 11111 ; .I ° S„?� „ a','+"Now i ; I:+ 4i, 8 I''. 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS �I ' N $ ' " GO a = , P ' SITE LIGHTING PLAN C-3.5 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS MS PERMIT o` 7600 SV�1 DARTMOUTH ST l rx,lx r ,916'n,�P M',rllrl 11 NMI Iljjj�I �I�IIII III Ili l� E 14,�.� NONEr `ids ILII, NGS 6400 SE Lake Road T (503)659-9500 SN 20-001-091 RENEWS: 12/31/12 Portland, OR 97222 F www.P 65LLANo COM TIGARD, OR 97223 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 c 17 U U r I I A D 100 50 0 100 -_ . SCALE: 1" = 100' r F � � I 9 PL Ll PIL - 200 _.....__......................_...... ...— ---------_----___-- ......... ------ h -M " ----------I 50.76' BUILDING — ' —rte—_ p ,� WETLANDS VEGETATED -%� 2:1 SLOPE ' 190 . -_.............. -�.__._ y{{� FINISH GRAD B -� ------ --- '-- -��----- - E ISTING GROUND - r f �J 180 ------- ____.......... / fffl r _ D 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 f -_. _ SECTION A-A -.. -- , - - I SCALE: 1"=50' H E / f �...., 1"=10' V �,f - ..®.�..«...........,...-6 -..........�.m.®.�,��. .awwm.�aarw;urw,..um...^....m r!.....:.....e,,,_....,._.am»,•..«..«...e..e.,...«..o... D PLAN KEY F SCALE 1"=100" 190 _..___...._ __ _. -__......_..__.__ -_-_ ___ _.__.....- ..............__.__........_.....a...._........................_..__..__..._... _._..__ _ __ -------- _. _._._ ___...�._._ _____ _ _....._._._._____.._._ _..................._.__ _...__..__. _........ BUIDING PL y�.. .1,ipS..._ ....._._......... ......51:28.__.__..._.. _ _. .........._ - _..___._._._........._......_.. _...�..._._........._.1._...._.._._..............___._..............__ _....._......__.___....._......_.._._.._...._...._.._.._..........__.__ I._ PL EGETATED FINISH GRADE 180 __ _ ._..._.._._.._._ _�_.-....._ ___ -BUFFER _. __ _............__........ - _ .................. _............._._ _......... / - � H ......... _ ._ EDES77RIAN-_ _ - - ----- _ __... ------------ ------------------- ----- - - ,.__. _ ---- ----------- -- ON 170 ..-.........._....._._.._...._ _ _ OND PATH UNDERGROUND STORM E IS11NG GROUND 170 _____. _. I _. _-..........-_� __ _ -AETEl�t7J0 YSTEM_...._.._____._......._....__....__.__ _.._ _ _..._.. __ ______ _.._ ..__.__.___......-_-..._.-.....-.._....._......._ o v 4:1 S OPE E 0 ! i { U i 160 E d O N I N 0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 N N SECTION B-B SCALE: 1"=50' H 1"=10' V � +s O J I :3 D N C7 C O H :z „s., U --� ��r. �. ..�.•_ �G ,�. «... 3 e S+�is a� � .... �., ,.,:. �,., a ^ A a.>, �,.ws w,.. �.. .aiir ,� H�,t�,�,• x'�e�o do^�^ �^^, u;r:. w+ � ,. 1= Revision Description : � Designed By: Issue Date: �� . a � �� INeF� I ��I as a rlal Walmart : : �, 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS KCS 04/06/12 �' 0891P 1 il5";�� #5935-00 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS Drawn By: Issue: ® = , , 1 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS KCS PERMIT �� ON1 CROSS SITE SEC I IONS I C-4.0,® 7600 SW DARTMOUTH ST V v j Checked Cay' Project No. Sy��N114, NG6400 SE Lake Road T (503)659-9500 Suite 300 F (503) 659-2227 HARD OR 97223 SN 20-001-091 RENEWS: 12/31/12 Portland, OR 97222 www.PAcLAND.COM f 1 2 34 5 6 7 8 9 10 11 12 13 14 15 i 16' 17 —L� 190 BU ILDING A BUILDING FINI GRADE 180 R€BES -PATH -1 77.87' :1 OPE VEGETATED --- RETj JNING WALL i --------------------- ------------ - ------------------- WETLANDS ---WETLANDS ! RETAINING WALL 170 EXISTING GR ND 'n Amnqz ----�� - ' VEGETATE ��- PEDESTRIAN PATH BUFFER , 160 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 SECTION C-C C SCALE: 1"=50' H 1"=10' V 210 f PIL I � p 200 2A SLOPE I EXISTING GROUN 190 _-RETAINING WAI I UILDING I X -- - BUILDING FF = 180 E PEDESTRIA PATH 180 ZLVrC J FINISH GRADE R� --- ----------- 170 50' WETLA DS BUFFE F 160 i 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 SECTION D-D SCALE: 1"=50' H 1"=10' V PIL SIDEWA 4' FENCE —EXISTING ROUND H 190 - , L X40 \ PEDES IAN PATH 0 180 lk l Q> \ `J 4:1 OPE PL ULmlitial I 1 PEDESTRIAN PA fH POND , E 170 -- FINISH G RADE 79 N / cv VEGETATED BUFFER 160 N CL I 3 1+00 2+00 3+00 4+00 SECTION E-E .3 I SCALE: 1"=50' H 0 1"=10' V a a, c 6 H A ii !104�06a12 '..,.. 5 PIF i .,. ....,, �\ G "K � �, Q 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS KCS /06/ a4 891E �1 Walmart * #5935-00 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS „ 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS KCS PERMIT Go GO 1 7600 SW DARTMOUTH ST SITE CROSS SECTIONS II C-'T.� a �5 ° V rr DARTMOUTH �7 CD .,,P1'Oj2C1'_No. s,�q�Nt L?NGS 6400 SE Lake Road T (503)659-9500 Suite 300 F (503) 659-2227 TIGARD OR 97223 SN 20-001-091 RENEWS: 12/31/12 Portland, OR 97222 WWW.PACLAND.COM t 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 A B THREADED PVC CLEANOUT PLUG HEAVY DUTY FRAME AND COVER W/ LETTERS "C.O." CAST IN COVER 25" 0 COVER 1 2" 3/4" SQUARES GRADE SURFACE AWAY 1" IN GRASSY AREA 1" DIA UFT HOLE SPACED 3/4" FROM CLEAN OUT 0' IN PAVED AREA 1 8 1/2" FROM CENTER /'! HEIGHT 1/8- 1 1/2" CORE (TYP) r��uo- OF COVER 8 WEBS AS INDICATED LADDER TO HANG =U 2" RAISED LETTERS \� 1 2" THK ❑ FLOW '� / ❑ ADJUSTABLE HEAD :� FROM MH STEP o a o o � ❑ 1/8" RAISE - " 11 3/4" iv C D D S o o �\ ❑ ❑ I 4 MIN. 2500 PSI P.C. - OLt - ❑ ❑ 1:111 ❑ ❑ 1/2" WIDE BORDER CONCRETE COLLAR „ 3/4"R q P 00° ° I A - - ❑ ❑ 12" 12" uSS �D 0 0 0 0 Do 0 P - \ J NOTE: SEE APPLICABLE DETAIL FOR BACKFILL AND BEDDING INSTRUCTIONS. STEPS SHALL BE INSTALLED ADJACENT TO N � 6" E / DRILL & TAP: II II SIZE OF RISER PIPE PER LOCAL CODES INFLOW LINES, INFLOW PIPE SHALL EXTEND N5/8--11 TYP NON-SKID PATTERN 5/8"-11 N.C. 1" 4" TO 9" INSIDE THE MH. OUTFLOW PIPE 3/4" CORE (TYP) `f ON 23" B.C. 45' BEND SHALL BE FLUSH WITH THE MANHOLE. ON 23" B.C. (TYP 3 PLACES) ° ° o° ° 00 ° 0 11 0 ° CRUSHED STONE PER LOCAL CODES 0.10 DROP IN ALL CHANNELS ACROSS ALL N N D COVER PLAN FRAME PLAN 10^ " o°o°°oho°o°o°ll �� ° ° °°°o�0�� ° MANHOLES. FOR 5/8"-11 N.C.xl 1/4" S.S. SOC. 9" N oo O° ° ° o / ° Lj HD CAP SCREW (3 REQ'D) 2'-2 3/8" 8 3 4" r- 0w o z O 0 ° 0° °° ° /� a 0 ° °° O°o /8(1") GALV. w O° 0 0 °° 12" REBAR(TYP) N v TOP OF 2'-1 1 4" 2" _ ° °°o ° O �� ° ° O° 0°° o w NON SKID PATTERN TYP WEB °o �/0 ° 0 0 0. DIRECTION OF FLOW m N °o ° — ° O " vJ w r7 N Lo V7 17\`-- ��rn ¢ p 17 GALV 7 3/4" `t SMOOTH o ° ° — ° ° " STEEL MACHINED SEAT 1 y� r}2 1/2" -44 8" o ° o°Oo °o°°O° ° ° 0 0 0 ` " M 1 1/ 1'-11 3/4" 15" NOS: a WYE PLUG WYE IF SERVICE LATERAL LEGS MAY BE PARALLEL OR APPROXIMATELY SEAT 2'-9 3/4" DOES NOT CONTINUE RADIAL AT OPTION OF THE MANUFACTURER CAST IRON RING & COVER EXCEPT THAT ALL STEPS IN ANY MANHOLE SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION SHALL BE SIMILAR. SECTION A-A SECTION B-B MANHOLE STEP PREFABRICATED LADDER NOTE: RUNGS AND IRONS TO BE DEFROMED OR NON SKIP. PACLAND LOCKING MANHOLE FRAME & COVER NTS WALMART 12/21/04 PACLAND SANITARY SEWER CLEANOUT DETAIL NTS 2 PACLAND LADDER & MANHOLE STEP NTS 3 F W MANHOLE RING & COVER 1 C-5.0 O.D. C UNDISTURBED NOTES: ¢ x Z PORTLAND CEMENT CONCRETE EARTH OR 1. FURNISH PRECAST SECTIONS WITH KNOCKOUTS N (3000 PSI COMPRESSIVE STRENGTH) COMPACTED �\ / FINAL FOR PIPE PENETRATIONS. KNOCKOUTS SHALL HAVE 2" MIN. WALL THICKNESS AND KNOCKOUT FILL �, ADJUSTMENT SECTION - GRADE �\ /� BACKFILL DIAMETER SHALL EQUAL PIPE OUTSIDE DIAMETER RINGS OR ADJUSTING BLOCKS 6" PLUS MANHOLE WALL THICKNESS. o 24" 2 LADDER AND MH STEPS 3 PIPE CHANNEL TO BE FORMED OF CLASS 'C' PIPE \ CONC. AFTER MANHOLE HAS BEEN SET IN PLACE SPRING AND THE PIPES HAVE BEEN GROUTED IN. PRECAST CONE (ECCENTRIC UNE \\ INITIAL H 3 a REDUCING SECTION) \ //. BACKFlLL INSTALL OUTSIDE DROP MANHOLE CONNECTION PRECAST CONC. IF INVERT OF ANY INCOMING SEWER IS MORE RISER SECTION(S) THAN 2'-0" ABOVE INVERT OF OUTLET SEWER. JOINTS SHALL BE CONFINED �\ >HAUNCHING 0 5. 0-RING TYPE AS APPROVED \\ >4" BEDDING o " MIN BY ENGINEER" i�\/ //\/ i (MIN.) 46 SLOPE = 1/2 /FT (TYP) \ \ CONSTRUCT IN FIELD CHANNEL & PIPE DIA. W 4"S12" 1 O.D. OF PIPE + 12" TO 18" SHELF TO THE CROWN OF THE PIPE >12 > O.D. OF PIPE + 18 E SANITARY SEWER PRECAST BASE CD I W/ INTEGRAL RISER N.T.S. REINFORCING STEEL GENERAL NOTES (FOR PRECAST BASE W/INTEGRAL RISER) CD INVERT a 0.15 SQ. IN./FT. IN EACH DIRECTION 1. BEDDING SHALL BE TRENCH BEDDING AS DEFINED IN SPECIFICATION 02300 6. FINAL BACKFILL 2 FEET FROM THE FINISHED SUBGRADE SHALL BE COMPACTED c"l' AND WORKED BY HAND. TO 95% MODIFIED PROCTOR. "0" RING ' ' MANHOLE BEDDING 12" MIN cv a COMPACTED DEPTH GRAVEL BACKFlLL 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE WI1H SPECIFICATION 02300. ° 12" VOIDS. HAUNCHING SHALL BE TRENCH HAUNCHING AS DEFINED IN 8. ALL MATERIALS SHALL BE INSTALLED IN MAXIMUM 8" LOOSE LIFTS. SATISFACTORY n SPECIFICATION 02300 AND COMPACTED TO 90% MODIFIED PROCTOR. FILL MATERIAL AS DEFINED IN SPECIFICATION 02300 SHALL BE COMPACTED IN 3. COMPACT BACKFILL TO AT LEAST 92% OF THE MODIFIED PROCTOR MAXIMUM ACCORDANCE WITH SPECIFICATION 02300. DRY DENSITY (ASTM D-1557) BELOW >2 FEET FROM FINISHED SUBGRADE o PRECAST BASE JOINT STANDARD MANHOLE SURFACE, AND COMPACT THE UPPER 2 FEET TO AT LEAST 95% OF THE 9. OTHERWISE SUPPORTED IN OMPUANCEALL TRENCH EXCAVATIONS SHALL BELWITH , SH , SHEETED, BRACED, OR OSHAREDREGULATIONS AND LOCAL REINFORCING STEEL (FOR SEPARATE BASE ONLY) MODIFIED PROCTOR MAXIMUM DRY DENSITY. ORDINANCES. (SEE SPECIFICATIONS) 0.23 SQ. IN./FT. IN EACH DIRECTION 4. INITIAL BACKFILL SHALL BE TRENCH INITIAL BACKFILL AS DEFINED IN i SPECIFICATION 02300. 10. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF DEBRIS, ORGANICS AND ROCKS 5. FINAL BACKFILL SHALL BE TRENCH FINAL BACKFILL AS DEFINED IN LARGER THAN 3". a SPECIFICATION 02300 AND COMPACTED AS NOTED IN NOTES 3 & 6. L SANITARY SEWER MANHOLE DETAIL 4TYPICAL UTILITY TRENCH DETAIL 5 a PACLAND NTS WALMART 12/21/04 PACLAND NTS .L i N© ©c`>l e. By,- u".- F F evI L® C'SC�'I SNC) 0 1 In D s Oats � Q #5935-00KCS 04/06/12 ossP1 7/10/12 PACLAND REVISED PER TVWD COMMENTS Walmart ** 0 2 8/7/12 PACLAND REMSED PER TVWD COMMENTS DP�UV11 �Y ", ':' U8 O ". - 3 9/28/12 PACLAND REMSED PER CITY AND CW5 COMMENTS KCS PERMIT o oo� 7600 SW DARTMOUTH ST SANITARY SEWER DETAILS C-5.0 S Yf 14, C t 0 tv f " P �f)BCt gip. tigiyN NGJ 6400 SE Lake Road T (503)659-9500 Suite SN 20-001-091 PortandOOR 97222 F3PA65�9No22�2M TIG ARD, OR 97223 RENEWS: 12/31/12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 —L-- 6 17 THREADED PVC CLEANOUT PLUG HEAVY DUTY FRAME AND COVER W/ A LETTERS "C.O." CAST IN COVER GRADE SURFACE AWAY FROM CLEAN OUT1" IN GRASSY AREA ___UO" IN PAVED AREA 5�g" 1" DIA LIFT HOLE 8 1/2" FROM CENTER OF ADJUSTABLE HEAD A—D U- 1 U-b COVER 4" MIN. 2500 PSI P.C. q O�O��O� O�O-L A " 0 0 o b D o c " CONCRETE COLLAR ,2 ,2 a =0000ao:Qo,00000ao� a 2t , B NOTE: SEE APPLICABLE DETAIL DORM 2,_�" 0 0 0 0 0 FOR BACKFILL AND BEDDING O O O O O O f � o 0 0 0 0 INSTRUCTIONS. II II SIZE OF RISER PIPE PER LOCAL CODES �0 �l01 � MACHINED SEAT IIIII II►III �F-H-0 , 45' BEND � � SECTION A-A .00000 °o��l �i 0 °°0°o°O�—CRUSHED STONE PER LOCAL CODES NON-SKID PATTERN TO o° ° 0/ °0 ° ° 00° COVER PLAN BE CAST INTEGRAL ON o z o° 0 0 ° 0 TOP OF COVER 2 -2 x ° o o° 00 ° �° o0 ��° TOP OF " 0 00 0°/ %/o a s 0°0 0 0 0 DIRECTION OF FLOW 2'-1" n Oo0 0 — o Oo 2 -0 d — OOoo O CD ° °° 0° 8 WEBS PLUG WYE IF SERVICE LATERAL B 1/2" THICK B WYE DOES NOT CONTINUE e e 1" MACHINED SEAT CONCRETE ENCASE BOTTOM OF WYE FOR PLASTIC PIPE SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION 5" 2'-9" SECTION B-B CLEAN OUT DETAIL FRAME PLAN MANHOLE FRAME & COVER CORNER BARS _ SAME 512E AND "A' SPACING AS HORIZONTAL BARS 1 r_______ VENTED GRATE FOR THE WALMART 12/04/01 SCALE: NTS PACLAND SCALE: NTS ,o REFER TO ARCH PLANS FOR LOCATION SIPHONIC BREAK MANHOLE I I �. I r--- ILI I 4' SOLD TRAFFIC YELLOW E Ell PAINTED EDGE STRIPE = _ CORNER BAR 4• soup TRAFFIC YELLOW STORM SEWER CATCH BASIN PAINTED STRIPE WITHANG 1e 24" SQUARE WITH 8" OR 10"0 OUTLET =___ ' SPACING AT 45' ANGLE STATE APPROVED - ASPHALT DIPPED `--------- STRIPING DETAIL FOR THE --------- RING 8 VENTED COVER PER 'A' SITEWORK SPECIFICATIONS PLAN SIPHONIC BREAK MANHOLE N.T.S. F 1. BOX FABRICATED FROM 10 GA. MATERIAL GENERAL NOTES' 2. BIKE PROOF, HEAVY DUTY TRAFFIC GRATE BUILDIINGG IOR wnu of WITH FINISH GGRAADOF E'"UNNLLEOLESS OTH LEVEL 1• ALL EXPOSED CORNERS TO HAVE 3/4• CHAMFER. SUPPORTS AASHTO H25 LOADINGNOTED OR DIRECTED BY THE ENGINEER. _€ USE ADJUSTMENT RINGS AS REQUIRED 2. REFER GRADING PLAN FOR PIPE SIZES, LOCATIONS, AND INVERTS. _ %w BUT NOT TO EXCEED 12. W UNDISTURBED W " 3. A SQUARE OR RECTANGULAR F MAY BE USED IN UEU OFA ROUND MANHOLE. PIPES do r o� RING VENTED COVER SHALL CONNECT TO THE ENDS OR SIDES SIDES OF THE MANHOLE. CONNECTION SHALL NOT BE MADE AT n " EARTH OR n n �N REFER TO ARCH. PLANS FOR LOCATION PER SHEWORK CORNERS OF MANHOLE. n 12 MIN. O.D. 12 MIN 12 MIN. O.D. 12 MIN Z SPECIFICATIONS 29 g SEE INSET 'A• 4. ALL REINFORCING BARS TO BE GRADE 60. COMPACTED FILL a SITE GRADES 2'-0' �� 5. ALL REINFORCING BARS TO HAVE 2• COVER. 18" MAX. 18" MAX. 18 MAX. 18" MAX. (REFER CIVIL SITE (MN.) . �� `� �\ GRADING PLAN) 6. OPENINGS FOR INLET h OUTLET PIPES ARE LOCATED AS REQUIRED PER GRADING PLAN. OIL TRAP WITH \ \/\\ \\\/\\��\ /\\\/\\ \\\/\ 7. A 8'x8' PAINTED STRIPED AREA SHALL BE CENTERED ON THE SIPHONIC BREAK STORM G --- -4� MANHOLE TO PREVENT ANY PARKING OR COVERING OF THE VENTED GRATE WITH ANY OBJECTS. HINGED LID / UNDISTURBED / FINAL -c THIS STRIPED AREA SHALL BE PAINTED WITH 4• SOLID TRAFFIC YELLOW STRIPES WITH 18' SPACING x < j\ EARTH OR —�'�i\ BACKFILL BT PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE NOTED OR DIRECTED BY THE ENGINEER. �\ �\ COMPACTED FILL �\ �/ ARCH.RE PL NTS �' •W(4'-0)MIN.— PRECAST MANHOLE SPECIFICATIONS ASTM ETE: - PRECAST REINFORCED CONCRETE MANHOLE SECTIONS OUTLET AS NOTED ON FINAL �\ z \ r }. ASTM C913 - PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES 4 cT5 •L J� CONCRETE: RTIC PSI AE (MINA it SHEET C-2.5 � \ BACKFILL \ o � \ INITIAL � .ry' 7.: 'A' SECTION JOINT: WATERTIGHT RUBBER GASKET _ "g. (MAX. 15'-0-) REINFORCEMENT SCHEDULE, BASE !\ /\ SPIPE PRI00 NG /\ �/ BACKFILL --i---- `(. secnoN \\ /\ IO LINE ,\\ \ INVERT ELEVATI i +« C1CXtETE TABLE OF •W DIMENSIONS (REFER TO ARCH./ •�1, TO � E TO [: PIPE HAUNCHING ,,�r MEP PLANS) ;+ OUTLET PIPE SIZE SKEW OF CROSS DRAIN SINGLE STRAIGHT 30' 45' _ 1 n n n C+- -�—til �•-0 i. i 4• 4'-0• 4'-0' 4'-10' \\\ 4 BEDDING \\ 4 BEDDING 30• V-o* a•-r 5•-s' \ \ \ \ \ \ \ (MIN.) \ \ \ \ \ \ \ ( ) . W. 4,-0. '-11' 6,-5. MIN. \ MIN. �� ;- -;--�T� ;a s-o e_„ s-o / / +- INVERT ELEVATION (REFER TO CIVIL PLANS) 12' MIN CRUSHED GRAVEL FILL 60' r-0• 7'-10' 9-8' 4n 4n II I II COMPACTED TO 95% MODIFIED PROCTOR DOUBLE FOR A SECTION ONLY +r - - ----rtx MAX DRY DENSITY 24" r-o• 7'-1o• I 9•-5• °' - - SECTION "A"—"A" 30- s•-z• 9'-r n•-o• 24" ALL OTHER PIPES INCLUDING SPIRAL RIB �Ft_�_ __;__�+� W. W-e 10•-6• 12'-6• SQUARE REINFORCED CONCRETE PIPE (RCP) AND SPIRAL RIB " I I , I I I � .C. CONCRETE 42' 10'-8' 11'-10• 14'-2• PIPE SMALLER THAN 60" PIPE 60"0 AND LARGER � -J- --~- ; \ REINFORCEMENT SCHEDULE WALLS L: GI (PER SITEWORK SPECIFICATION SECTION 02751) a8" n-s• 13'-z' 1s-,o = FULL DEPTH OF FRAME HEIGHT TO OUTSIDE Il J__I_ ').• EDGE OF MANHOLE GENERAL NOTES �I :,.: GIB S ON STEEL BASINS _ SECTION WIDTH wr HDR. VERT. r7 I "jam • 'F" - FRAME HEIGHT 4' 1 '• q�'••• a 'P' - PAVEMENT THICKNESS •A- BE1Y�1 4' & r '. O 9' 'e O 10• GREATER THAN 7' 1 16a O 4 1/2' '. O 10' 1. BEDDING SHALL BE TRENCH BEDDING AS DEFINED IN SPECIFICATION 02300 6. FINAL BACKFILL 2 FEET FROM THE FINISHED SUBGRADE SHALL BE COMPACTED : ;. -- - !' J 10- TABLE of -r N• DwENSIaNs \ 247 WASHINGTON ST. AND WORKED BY HAND. TO 95% MODIFIED PROCTOR. ( __ SECTION WIDTH •1P •r •N• •D" F EUGENE, O R 97401 .,G .A. BETWEEN 4' & Y 6- + PIPE THICKNESS 8 6• 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE WITH SPECIFICATION 02300. %I. ----- - GREATER THAN s + PIPE THICKNESS e VOIDS. HAUNCHING SHALL BE TRENCH HAUNCHING AS DEFINED IN o ' -o•— ��• REINFORCEMENT SCHEDULE, TOP c\, (541 ) 687-8672 8. ALL MATERIALS SHALL BE INSTALLED IN MAXIMUM 8 LOOSE LIFTS. SATISFACTORY DIMENSIONS STEEL SPECIAL PATTERN Q _ _•_ SPECIFICATION 02300 AND COMPACTED TO 90% MODIFIED PROCTOR. FILL MATERIAL AS DEFINED IN SPECIFICATION 02300 SHALL BE COMPACTED IN 1 ; �;,,• -;_r ?�:.. INSET "A" WI - 7' OR LESS /4'. O B• E.W. DIAGONAL O COVER ..�. Sl,4'y.i (Fax 541 ) 687-0033 ��__ _ 3. COMPACT BACKFILL TO AT LEAST 92% OF THE MODIFIED PROCTOR MAXIMUM ACCORDANCE WITH SPECIFICATION 02300. W1 - OR OR LES . O B E.W. DIAGONAL O COYER � �-�� _ _ — /4 s O 8 E.W. DIAGONAL O COVER a' �— — DESIGN SLOPE DRY DENSITY (ASTM D-1557) BELOW >2 FEET FROM FINISHED SUBGRADE SIPHONIC BREAK CONCRETE W2 - r OR GREATER S O 6' EW. DIAGONAL O COVER SURFACE, AND COMPACT THE UPPER 2 FEET TO AT LEAST 95% OF THE 9• ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED, BRACED, OR 'N• '1r(4'-O')MIN. N 9 - 7 OR GREATER _#4. W. DIAGONAL O COVER _0 IE PER PLAN UNLESS OTHERWISE OTHERWISE SUPPORTED IN COMPLIANCE WITH OSHA REGULATIONS AND LOCAL STORM MANHOLE DETAIL W2 - r OR GREATER •s O6" E.W. DIAGONAL O COVER o J MODIFIED PROCTOR MAXIMUM DRY DENSITY. ORDINANCES. (SEE SPECIFICATIONS) ELEVATION N SPECIFIED 4. INITIAL BACKFILL SHALL BE TRENCH INITIAL BACKFILL AS DEFINED IN N.T.S. 1 NOTE: SPECIFICATION 02300. 10. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF DEBRIS, ORGANICS AND ROCKS I DMPHM e1 10-1126af i GIBSON STEEL BASINS OR APPROVED EQUAL 5. FINAL BACKFILL SHALL BE TRENCH FINAL BACKFILL AS DEFINED IN LARGER THAN 3». o SPECIFICATION 02300 AND COMPACTED AS NOTED IN NOTES 3 k 6. c 0 N STANDARD CATCH BASIN 3 STORM SEWER TRENCH AND BEDDING (ONSITE ONLY) 4 SIPHONIC BREAK CONCRETE STORM MANHOLE 5 GIBSON SCALE: NTS WALMART 12/20/04 - PACLAND SCALE: NTS WALMART 10/12/09 SCALE: NTS i E aver �s �� „ ;tea/ �q ; � �✓ � . :, n ' i, a max. i ©+' p „p C }',r�tej.*6p PROS y{ y, /�. {yy�y I �y �: E`151 n?.dg IssL1e �GIQ. Na,. Dc' iGQ h , i . IICYI�I� .. :`S � �,© ,. ... +... .:,� y� �5� GINFF �i � _..g � #5935-00a 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS KCS 04�06�12 `�� 0891PE m' _ Walmart 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS DY1�WI1 Fay Issue: 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS KCS PERMIT y 7600 SW DARTMOUTH ST DRAINAGE DETAILS I C-6.O i GN1eCk$d By ProJet gyp; �ygkN1 L ZNG�� 6400 SE Lake Road T (503) 659-9500 Suite 300 F (503)659-2227 TIGARD OR 97223 SN '26-001-091 RENEWS: 12/31/12 Portland, OR 97222 Www.PAcLAND.COM T 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 __�- " 6 17 EXISTING OR NEW A Z TRUNK LINE C:, NOTE: TOP OF MANHOLE TO BE LEVEL WITH P.C. CONCRETE W FINISH GRADE UNLESS OTHERWISE NOTED OR - - - - DIRECTED BY THE ENGINEER. USE ADJUSTMENT (PER SITEWORK o SPECIFICATION 18" M14 3 ELBOW PIPE FITTINGS RINGS AS REQUIRED BUT NOT TO EXCEED 12". P p --_ \ CD (ANGLE VARIES AS NEEDED) SECTION 02751) r a_ s �. I--- ALTERNATE -__-__ FULL DEPTH OF FRAME EXPANSIVE 8° - HEIGHT TO OUTSIDE I I�FOOTING SHAPE - ' ` EDGE OF MANHOLE I I ----- MORTAR SEE C-8.0 FOR ON-SITE PVM'T I I "P`=PAVEMENT A I I A » \\\\%/\\�� sEcnoNs 3' 12 2,3 RING do COVER PER " THICKNESS L _� - SITEWORK B. ` TOE OF SLOPE SEE INSET `A' 24 "F"= FRAME HEIGHT B SPECIFICATIONS 4-7) I I . •,y ; • ,..,,-: :•.;:;'. 12 2 LAYERS of INSET "A" I .... ' - I \\ \\ \\ \\ TAR PAPER I I STANDARD DIAMETER IL____ ----J FOOTING SHAPE PRECAST BASE SECTION SET ON CONCRETE MH OD + 24 --{ BLOCKS FOUNDATION SLAB AND INVERT � PLAN SEE NOTE 3 POURED MONOLITHIC. \ \ \ \ FOUNDATION SLAB AND BASE SECTION MAY BE POURED PLAN OF FOOTING 4' MAX //\//\//\/ MONOLITHIC OR SEPARATELY WITH A KEYWAY. \\� SPECIFIED SLOPE (CONE SECTION INVERT SHALL BE POURED AFTER PLACEMENT OF MANHOLE. GENERAL NOTES: ALTERNATE FOOTING X/ I ON PLANS ------_ ) 36" MIN TYPICAL 1. PRECAST MANHOLE SHALL BE MANUFACTURED PER LATEST DiRAi �\\ /�//\//� RING & COVER �` ASTM 0478 AND C913 SPECIFICATIONS. C CL �W PER SITEWORK /v / BASE SECTION DIMENSIONS a 2. THE CONFIGURATION DETAILS SHOWN ARE DESCRIPTIVE ONLY SIZE OF PIPE MIN. DIA. SPECIFICATIONS 1 /� AND MAY BE VARIED TO CONFORM WITH AN ESTABLISHED 1 NOTES: X MANUFACTURING PROCEDURE. 24" OR SMALLER 48 \��,\ 'i .\ 40 PERF \\/ ------- NEW PIPE 1. CONNECT NEW LATERAL TO EXISTING OR N \ �/ 30 - 36 60" LATERAL NEW TRUNK LINE USING A SPECIAL WYE x 1/12 ^ 3. FORMED OR CUT OUT OPENINGS SHALL BE PROVIDED WHERE 42" - 480 72" PIPE FITTING, OR "INSERTA TEE" (OR �a MHO VARIABLE PIPE INLETS AND OUTLETS ARE SHOWN ON THE PLANS. APPROVED CEC EQUAL) ON EXISTING a - -- (MIN) 4. THE TOP OF THE INLET SHALL NOT BE SET BELOW THE TOP » \\ \\/\\/\ -�� \\ P� VALENT WYE PIPE w \/\/\/\/ \` \. \ ' l TRUNK LINES, WITH PIPE LATERAL - - - PLAN OF MANHOLE TOP OF THE OUTLET PIPE. �4 `L" BARS / / / / / / i/ FITTING SLOPED DIRECTLY TO TRUNK LINE. 6" MIN. AT 10 O.C. \ \j�\j�\j�\�\j, j \j\�\\\�\X�\/ CONTRACTOR TO VERIFY NO UTILITY , . 5. REINFORCEMENT SHALL BE CUT AT PIPE OPENINGS. / NSTALLATION.CONFLICTS IST PRIOR TO 18" LEGS S 6. WHERE PIPES DO NOT ENTER OR EXIT RADIALLY, USE NEXT B B \/%\//\ // PPIPESIZE KEYWAY LARGER SIZE MANHOLE. 2. RECOMPACT PIPE BEDDING AROUND 12 T 7. CIRCUMFERENTIAL REINFORCEMENT SIZE AND PLACEMENT SHALL NOTES: EXISTING AND NEW PIPE PRIOR TO u'�`""``' " BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS TOA BACKFILLING. 1. PERFORATED DRAINAGE PIPE SURROUNDING BY 6 INCHES OF GRAVEL MATCH CENTER LINES 3" 1 CLEAR " MAXIMUM DEPTH OF 20 FEET. OVER 20 FOOT DEPTH DIAMETER 12 #4 AT 10 CENTERS EACH DIRECTION CIRCUMFERENTIAL REINFORCEMENT IS INCREASED TO 0.24 2. EXCAVATE TRENCH INTO IMPERMEABLE SOIL LAYER. LAY GEOTEXTILE 3. LATERAL SLOPE AT TRUNK LINE MAY N ti OR EQUIVALENT WELDED WIRE FABRIC SQUARE INCHES STEEL REQUIRED PER LINEAR FOOT, TO A INTO TRENCH AND PLACE GRAVEL. OVERLAP GEOTEXTILE ON TOP OF INCREASED WITH AN ADDITIONAL ELBOWW MH On + 24" SECTION A-A PIPE FITTING ADDED TO AVOID CONFLICT S = 0 FOR DEPTHS LESS THAN OR EQUAL TO 6' MAXIMUM DEPTH OF 30 FEET. PRECAST FOUNDATION SLAB GRAVEL. BACKFILL WITH EXCAVATED SOIL IF NECESSARY. 12 MIN OF 3/4" COMPACTED S = 9" FOR DEPTHS GREATER THAN 6'. 8. FOR PIPE CONNECTIONS, A RUBBER GASKET IN ACCORDANCE 3. SEE SPECIFICATION 02300 FOR LOW PERMEABILITY SOIL AND GRAVEL BASE MATERIAL T = 6" FOR DEPTHS LESS THAN OR EQUAL TO 6' WITH ASTM RUBBER GASKET SPECIFICATIONS C443 OR C923 DRAINAGE FILL SPECIFICATIONS. T = 9" FOR DEPTHS GREATER THAN 6'. AND CAST INTEGRALLY IN MANHOLE MAY BE USED AS AN PRECAST BASE SECTION SET ON CONCRETE BLOCKS, ALTERNATE TO EXPANSIVE MORTAR. INTERCEPTOR TRENCH E FOUNDATION SLAB AND INVERT POURED MONOLITHIC. "B"-"B" " " " " SECTION 9. MANHOBACKFILL (3/4"INO CRUSHEDG 12" MIN COMPACTED BASE ROCK) GRAVEL PACLAND SCALE: NTS JULY 2012 TYPICAL CONNECTION SECTION A - A AT TRUNK SEWER STORM DRAIN MANHOLE PACLAND SCALE: NTS WALMART 10/12/09 PACLAND SCALE: NTS A i I A P 51- % 3' BOLTS 2 7/2' 1/4' 2 EACH END L - - j A A a < SEE STD. DRAWING NO. 320 tj FOR FRAME AND GRATE 2 1/2' x 1/2' N PLAN VIEW SG. EDGE FLAT BAR SECTION A-A I 3' % 21 2' X3/8- B 8'B TYP. ANGLE Qe _c 6' FOR PauRED IN ay I PLAN PLACE 6'"1M 6 RENFORCEIgNT FOR PRE CAST a 13 1/2- H B 3/e' X 2 1/2' FIAT BARS 2 1 2' I 's AT 1 7/8' ON CENTER NAX 9 2' CC, 1Y a Q3 d C Cn � ! CRG,SS BARS 6 N �^ppr5 3/e' ROUND a <F m o mi I O 1V 2 6 1V E 0 Ln 26' 2T ` � L SECTION A-A SECTION B-B r N NOTES: 2 CD 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478 B 2. INSTALL STRUCTURE ON MIN. OF 8' OF ')4!-0* COMPACTED BASE MATERIAL 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED 3/8' X 2- FLAT PLAN TYPICAL BOTH ENDS WIRE MEETING ASTM A497. BARS EACH a8 OUTER BARS AND N 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP 3/16' EVERY SECOND SECTION B-B OF 2' TO 4 . INNER BAR a- 5. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS, AS APPROVED. ALL OTHER n APPLICATIONS REQUIRE AN 18' SUMP BELOW LOWEST PIPE INVERT. o, 6. INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE TO FLOW LINE OF PIPE IS GREATER THAN - 48". SEE STANDARD DRAWING NO. 100. SET FIRST STEP 12" FROM TOP OF GRATE. NOTE: 7. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN INLET ARE AN J ACCEPTABLE ALTERNATE. (ALL GRATE MATERIALS SHALL MEET C.W.S. FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. STANDARDS AS SHOWN ON DETAIL #320) ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE HIGHWAY APPLICATIONS. N M AREA CATCH BASIN 3 DRAIN aear Water\Services FRAME AND GRATE (CG-2) aean%0 Services DRAWING N0. 380 TYPE 11 Our commitment is clear. REVISED 02-03 Our commitment is clear. o REVISED 12-06 DRAWING NO. 320 N O) 4 ( 5 , 6 E 11�. . Uafe = By "�R'evisi�n., DEIsignea By:; �ssula pate �� P F Walmart *. : #5935-00 Q 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS KCS 04�06�1 Z �C'\ 7 9 PE % 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS DPBWh5SU8O s°" / DRAINAGE DETAILS 11 C-6.1 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS KCS PERMIT GNR o°1 7600 SW DARTMOUTH ST s £14,� Checkad By =' Prb160 Na',. tigiyN L tJGJ 6400 SE Lake Road T (503)659-9500 Suite 300 F (503)659-2227 11GARD OR 97223 SN ZO-OOT-091 RENEWS: 12/31/12 Portland, OR 97222 WWW.PACLAND.COM 1 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I 116 17 SOLID COVER SOLID LID W/ LOCKING BOLTS RIM EL 177.151 STEPS AND LADDER „ ° 12" CONCRETE BORE ACCESS LID EL=177.15 t A 1 DIAMETER ( \q 11 4" MIN. WEIR WALL 1/4 X 18 X 18" �.. . . „.. ORIFICE PLATE 12 ' IE = 167.50 k 3 STEPS & LADDER r.9 F` ORIFICE PLATE 2 WEIR EL = 172.00' -5• WEIR EL=172.00' ORIFICE SIZE :6"X18" 8" DIA ORIFICE PLATE IE= 171.00' ACCESS LID 1 & 2 WEIR WALL GROUTED � - 3 MANHOLE, 72" DIA 1" X 1� SS BOLTSB TO MH AT BOTH ENDS. Y. -6 B ORIFICE PLATE 1 `� Ay, 13" 8"x 20" CONCRETE � NTHCfi XL 18 2 „ n n BORE STEPS AND LADDER 9• 18 0 SD RECTANGULAR INLET PIPE „ ORIFICE AT IE 171.00 n n 1" ° , IE= 168.90 4 MINIMUM THICKNESS FLOW 6 x 18 WEIR WALL GROUTED REINFORCED CONCRETE WEIR RECTANGULAR CUT a �q TO MH AT BOTH ENDS WALL mg ° 18"0 SD 180 SD MIN 18"0 SD `� OUTLET PIPE INLET PIPE IE = 171.00 n n n 3 ORIFICE PLATE 1 WITH 1/4 X 28 X 12 OUTLET PIPE o n IE= 168.80 IE= 168.90 C ORIFICE PLATE IE= 168.80' z, A 8 DIA. ORIFICE AT GROUT SUMP BOTTOM IE 168.50' ORIFICE PLATE 1 h SUMP BOTTOM AL ` 1" X 1 " SS BOLTS EL= 167.30' ' a ;: EL= 167.30' a ' ORIFICE SIZE: 8 0 127 .` 12 IE= 168.50 ORIFICE PLATE 2 m " i l 72" DIA I ` 72" DIA PLAN VIEW SECTION A- A SECTION B- B STORMWATER ORIFICE / WEIR DETENTION FLOW CONTROL STRUCTURE #1 (H-20 TRAFFIC LOADING) 2 PACLAND NTS FLOW CONTROL STRUCTURE NOTES: 1n ° 8" CONCRETE BORE 1. THE BAFFLE/WEIR WALL SHALL BE INSTALLED IN A TYPE II CATCH BASIN OR VAULT WITH MINIMUM INTERIOR DIMENSIONS AS SHOWN BELOW. A --, DIAMETER Ir 1/4" X 12" X 12" 2. THE BAFFLE WALL SHALL BE MADE OF REINFORCED CONCRETE AND HAVE A MINIMUM 4-INCH THICKNESS. BAFFLE WALL SHALL HAVE #4 E ORIFICE PLATE n IE = 169.00 ' REBAR AT 12 SPACING EACH WAY. PRECAST BAFFLE WALL SHALL BE GROUTED IN PLACE. _j OUTLET 4.5" DIA 3. DUAL ACCESS POINTS SHALL BE PROVIDED TO THE STRUCTURE. 1" X 1j" SS BOLTS 4. STEPS AND LADDER SHALL BE PROVIDED TO BOTH SIDES OF WEIR WALL. Q' NOTES: ORIFICE PLATE 1 5. ORIFICE PLATE TO BE 1/4 INCH MINIMUM NON-GALVANIZED CORROSIVE RESISTANT MATERIAL AND ATTACHED WITH 1" X 1 �" STAINLESS -MANHOLE DESIGN TO CONFORM WITH ASTM C-478. 10" 5"x 14" CONCRETE STEEL BOLTS. SEAL PLATE CONNECTION. F � -MANHOLE PIPE CONNECTION TO BE A LOK TYPE OR EQUAL PER BORE 6. PLACE ORIFICE PLATE ON UPSTREAM SIDE OF BAFFLE WALL. PLAN ASTM C-923 OR NON-SHRINKING GROUT. 1" ° 3 x 12" 7. PIPE SIZE, SLOPES, AND ALL ELEVATIONS PER DRAINAGE PLAN. -STANDARD MANHOLE FRAME AND COVER AS SPECIFIED. RECTANGULAR CUT- -ALL PIPES ENTERING OR EXITING SHALL BE WATER TIGHT. _ �_- 1/4" X 22" X 9" ORIFICE PLATE STE -RAM-NECK OR KENT-SEAL TO BE USED ON ALL MANHOLE SOLID COVER SECTIONS. 1" X 1 " SS BOLTS SOLID LIDS W/ LOCKING BOLTS RIM EL 177.501 0 3 ORIFICE PLATE 2 V, STEPS EL=177.50'± n -5. m r, n0 SD 18 EL=176.50'± EL=176.50'± �•�,,,,• " d :*` ., aa,.. a , is ' REMOVABLE WATERTIGHT CAP _ INLET PIPE _ eSTEPS & LADDER ACCESS LID IE= 169.45' S STEPS AND LADDER WEIR EL = 174.50 =174.5 G' PLASTIC OR DUCTILE IRON ORIFICE PLATE 1 & 2 - 3 ORIFICE PLATE 2 H `. 4" MIN. WEIR WALL WEIR WALL GROUTED MANHOLE, 72 DIA a:, ORIFICE SIZE :3"X12" TO MH AT BOTH ENDS. -6 IE= 173.50' INLET FLOW �! FLOW OUTLET 6 ORIFICE PLATE 2 G { xi WITH A 3" X 12" t RECTANGULAR _ w ANCHOR TO WALL WITH L u ORIFICE AT IE 173.50' FLOW v> SS STEEL BAND (MIN. 2" A A 4" MINIMUM THICKNESS WIDE) AND SS STEEL 3 3 REINFORCED CONCRETE WEIR ORIFICE PLATE 1 BOLTS (Y" X lY"),AT 2 WALL WITH A 4.5" DIA. 18"0 SD 18"0 SD CD I PLACES (MIN.). ORIFICE AT IE 169.00' OUTLET PIPE k INLET PIPE ACCESS LID _ MIN MANHOLE DIAMETER: STEPS AND LADDER d 13 WEIR WALL GROUTED , IE= 169.45' IE 169.45 18" INLET AND OUTLET PIPE = 60" MH > TO MH AT BOTH ENDS GROUT ORIFICE PLATE 1 CD "' 24" INLET AND OUTLET PIPE = 72" MH ' ' SUMP BOTTOM SUMP BOTTOM ORIFICE SIZE: 4.5 0 N EL= 168.00' - EL= 168.00' G . IE= 169,00 n a 5" a) MIN. 4 T I 72" DIA I I 72" DIA C Q 18"0 SD o OUTLET PIPE SECTION A- A IE= 169.45 w� SECTION B- 13 SECTION A- A PLAN VIEW SEDIMENTATION MANHOLE 1 STORMWATER ORIFICE / WEIR DETENTION FLOW CONTROL STRUCTURE #2 3 a PACLAND NTS PACLAND NTS 'NOData . B Reuisi©In DaCiCl tIC7Il � vm>, €Desin d Icy: Issue [date„ PRarF� �g F� Walmart .** #5935-00 1 7/10/12 PACLAND REVISED PER TVWO COMMENTS KCS 04�06�12 `a� 0891P 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS Gr1wn By; Issue: DRAINAGE DETAILS III C-6.2 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS KCS PERMIT J GHf 14 °01 , 0 7600 SW DARTMOUTH ST ticked 8w, PYOjeG ygwN L NGJ 6400 SE Lake Road T (503)659-9500 59-2227 SN 20-001-091 PortlandOOR 97222 F NANW3PA6 RENEWS: 12/31/12 LAND.COM TIGARD, OR 97223 i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 iE 17 A B C) o A 6" TYPICAL 0 ^ DIMENSION WALL THICKNESS. o d BOLTED & GASKETED ACCESS HATCHES. MAXIM SIZES, QUANTITY & PLACEMENT AS REQUIRED. SEE"NOTE 3.M ly FIELD POURED CONCRETE COLLAR REQUIRED, a BY OTHERS. SEE NOTE 2 >o��e o�� (L 018" MAXIMUM. ' o�'e�o�e��a^�� SEE NOTE 3. C �� V [48.00"] 024" BOLTED & GASKETED ACCES ��''<� A A 5.00' COVER AS REQUIRED. FIELD POURED FLOATABLES WEIR. Q7"'I 0 on O [60.00"] CONCRETE COLLAR REQUIRED, BY OTHERS. SEE NOTE 2. ''=�� oo e=�`' PRIMARY BYPASS VENTED BETWEEN FLOW THRU UBES. INLET WEIR/BYPASS OUTLET HOOD. FLOW THRU TUBES ASSEMBLY. g� OUTLET: 17000 INTO FILTER CHAMBER. PERFORATED DRAIN-DOWN FEED-THRU. 2X FLOW THRU TUBES PER ASSEMBLY. D DETAIL A INLET WEIR/BYPASS ASSEMBLY BOLTED & GASKETED ACCESS HATCHES. & DRAIN-DOWN. SIZES, QUANTITY & PLACEMENT AS REQUIRED. TOP SLAB. 018" MAXIMUM. SCALE: NONE FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. PERK FILTER"' '- CARTRIDGE/STACKS. c- SEE NOTE 3. SEE NOTE 2. a 0 6^ CARTRIDGE O A 024" BOLTED & GASKETED ACCESS COVER AS REQUIRED. BYPASS PORT. O 9 DIMENSION TYPICAL FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. I edPd`^e'. 'e'e WALL THICKNESS. SEE NOTE LQ d'=e ��` SURFACE 178.60 j `edd�' '4i" �> SEE DETAIL A. LL ` = - INLET WEIR BYPASS ASSEMBLY. x `, VENTED OUTLET (L e e o o o„wo (I + / ^- >.' HOOD. BOLTED & GASKETED ACCESS HATCHES. ,. ^'%o'S-yfP SIZES, QUANTITY & PLACEMENT AS REQUIRED. ''`^�' '^�`''e� 2X INLET WEIR/BYPASS ASSEMBLY. BASE. mtSS.E MAXIMUM. MINIMUM DEPTH. �� 028" MAXIMUM. _,,.. SEE NOTE 3. ].... .--- --. SEE CHART FIELD POURED CONCRETE COLLAR REQUIRED, �o �o�'� �., C, 9 O �sEE NOTE 3. 6.00' BASE SECTION. BY OTHERS. SEE NOTE 2 a 024" MAXIMUM. t 018" MAXIMUM. �► & NOTE 6. SEE NOTE 3. [72.00"] SEE NOTE 3. INLET: 170.75 PERK FILTER'• � r'7 0 0 E '' CARTRIDGES. 9" WTLET: o"�� `'ppo �oa TOP SLAB. �„� y 7.00' . ., 170.00 '�'�`'e L.1 0 0 [84.G0"] 0 CONCRETE FALSE FLOOR. •<..,TREATED OUTLETS. st8" MAXIMUM. DRAIN DOWN DEVICE. X08 vY�'e"`d-o' SEE NOTE 4. CONCRETE FALSE FLOOR. SEE NOTE }, o e ee A A OUTLET -OUTLET CHAMBER. VENTED HOOD. INLET; 170.75 >� OUTLET HOOD. CONCRETE DIVIDER WALL. SECTION A-A ,�,�"�e� � WHET: 170.21 FLOATABLES WEIR. INLET WEIR/BYPASS ASSEMBLY. MINIMUM DEPTH - o a o moo PRIMARY BYPASS RIM TO OUTLET INVERT- eek o e �eo INLET GALLERY. �o�< �`^ � BETWEEN FLOW THRU CARTRIDGE STACK CONFIGURATION out ego^oma�, o t TUBES. Notes: �0000� INTO FILTER CHAMBER. 12" 18" 12'+12" 12"+18" .. 4.25' 5.00' 5.75' 6.50' TOP SLAB. 1. Precast concrete structure shall be manufactured in accordance with ASTM Designation C857 and C858. [51.00'1 [60.00"1 169.00"1 (78.00") PERFORATED DRAIN-DOWN PERK FILTER`" 024" MAXIMUM. FEED-THRU. CARTRIDGES/STACKS. F 2% FLOW THRU SEE NOTE 3. TUBES PER ASSEMBLY. BOLTED & GASKETED ACCESS HATCHES. CARTRIDGE 2. Filters stem shall be supplied with traffic rated H2O bolted &gasketed square/rectangular access hatches for use in SIZES, QUANTITY & PLACEMENT AS REQUIRED. Y PP ( ) gFIELD POURED CONCRETE COLLAR REQUIRED, BYPASS PORT. shallow applications. Deeper applications may be configured with (H20) bolted &gasketed circular access cover a'VAULT BY OTHERS. SEE NOTE 2. TREATMENT FLOW RATES,TOTAL FLOW CAPACITIES 8 MAXIMUM HEAD LOSS DETAIL A SURFACE: 178.50 configurations. Contact KriStar Enterprises, Inc for engineering assistance. Field poured concrete collars required, A CARTRIDGE STACK CONFIGURATION INLET WEIR/BYPASS ASSEMBLY by Others. CARTRIDGE DIMENSION 12" 18" 12"&12" 12"8 18" BASE. & DRAIN-DOWN. SEE DETAIL A. SCALE: NONE VENTED OUTLET STACK -LENGTH- TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW + ' 024" MAXIMUM. HOOD. MINIMUM DEPTH. 3. Inlet& outletpipe(s) 0 18"maximum may enter device on all three sides of the inlet&outlet chambers respectively. QUANTITY FLOW RATE CAPACITY FLOW RATE CAPACITY FLOW RATE CAPACITY FLOW RATE CAPACITY SEE NOTE 3. ( ) YSEE CHART For pipe sizes greater than 0 18", contact KriStar Enterprises for engineering assistance. (ID-FEET) (GPM/CFS) crs) GPM/CFS) (CFS) GPM/CFS) (crs) (GPM/CFS) crs> & NOTE 6. P p g P g g 3 7 36/0.08 2.9 54/0.12 4.3 72/0.16 5.0 90/0.20 6.7 BASE SECTION. 4 9 48/0.11 2.9 72/0.16 4.4 96/0.21 5.0 120/0.27 6.8 ~ 4. Inlet chamber shall be supplied with drain-down device, designed to remove standing water between storm events. 5 s 60/0.13 2.s 90/0.20 4.4 120/0.27 5.1 150/0.33 6.8 I PERK FILTER" 170,96 6 11 72/0.16 3.0 108/0.24 4.5 144/0.32 5.1 180/0.40 6.9 �. CARTRIDGES. 9" OU70.21 5. Perk-Filters stems may be supplied with individual or multiple 18" or 12" high Perk-Filter cartridges. Filter cartridge 7 11 84/0.19 3.0 126/0.28 4.5 16a/0.37 5.2 210/0.47 z0 170.21 (� Y Y PP P 9 9 9 CONCRETE FALSE FLOOR. DRAIN Dowty DEVICE. TREATED OUTLETS. 024" MAXIMUM. l-7 may be stacked to accommodate higher flow rates. Contact KriStar Enterprises for capacities. I i I SEE NOTE 4. CONCRETE FALSE FLOOR. SEE NOTE 3. MAXIMUM HEAD LOSS 1.7 FEET 2.3 FEET 2.9 FEET 3.5 FEET INLET: 170.96 OUTLET CHAMBER. MINIMUM DEPTH 6. For depths less than specified minimums contact KriStar Enterprises for engineering assistance. Ii�p -CONCRETE DIVIDER WALL. RIM TO OUTLET INVERT- SECTION A-A TITLE TITLE 024" MAXIMUM. SEE NOTE 3. 2X INLET WEIR/BYPASS ASSEMBLY. CARTRIDGE STACK CONFIGURATION ® TM KriStar Enterprises, Inc. ® TM KriStar Enterprises, Inc. INLET GALLERY. 12" 18 12 +12 12"50' y�� 425' 5.00' 5.75' 6.50' t1d Perk Filter KRISTAR p1(A Perk Filter KRIsT p Notes: 15100'7 1 160.00"I 1 [69.00'7 )78.00'7 4' WIDE CONCRETE VAULT 360 Sutton Place, Santa Rosa,CA 95407 4' WIDE CONCRETE VAULT 360 Sutton Place, Santa Rosa, CA 95407 Ph: 800.579.8819, Fax: 707.524.8186,www.kristar.com Ph:800.579.8819, Fax: 707.524.8186,www.kristar.com 1. Precast concrete structure shall be manufactured in accordance with ASTM Designation C857 and C858, THREE TO SEVEN CARTRIDGES / STACKS DMwINQ NO. "fl ¢o wtr THREE TO SEVEN CARTRIDGES /STACKS DRAWM MD. �o VAX V VAULT PF-V-4-0001 A 0087 JPR 4/25/11 JPR 7/8/08 SHEET 1 OF 2 PF-V-4-0001 A 0087 JPR 4/25/11 JPR 7/8/08 SHEET 2 of 2 TREATMENT FLOW RATES,TOTAL FLOW CAPACITIES 8 MAXIMUM HEAD LOSS 2. Filter system shall be supplied with traffic rated (H20) bolted &gasketed square/rectangular access hatches for use in A CARTRIDGE STACK CONFIGURATION shallow applications. Deeper applications may be configured with (H20) bolted &gasketed circular access cover CARTRIDGE DIMENSION 12' 18" 12"&12" 12"&18" Hconfigurations. Contact KriStar Enterprises, Inc for engineering assistance. Field poured concrete collars required, STACK -LENGTH- TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW 4 WIDE FLO G A R D VAULT by others. QUANTITY FLOW RATE CAPACITY FLOW RATE CAPACITY FLOW RATE CAPACITY FLOW RATE CAPACITY (ID-FEET) (GPM/CFS) (CFS) (GPM/CFS) (CFS) (GPM/CFS) (CFS) (GPM/CFS) (CFS) 4 7 48/0.11 5.7 72/0.16 8.5 96/0.21 9.7 120/0.27 13.0 PACLAND SCALE: NTS t 3. Inlet&outlet pipe(s) (0 24" maximum) may enter device on all three sides of the inlet& outlet chambers respectively. 5 7 60/0.13 5.7 90/0.20 8.6 120/0.27 9.7 150/0.33 13.0 KRISTAR C / For pipe sizes greater than 0 24", contact KriStar Enterprises for engineering assistance. 6 9 7210.16 5.8 108/0.24 8.6 144/0.32 9.8 18010.40 13.1 7 9 84/0.19 5.8 126/0.28 8.6 168/0.37 9.9 210/0.47 13.2 o� 4. Inlet chamber shall be supplied with drain-down device, designed to remove standing water between storm events. 8 9 96/0.21 5.8 144/0.32 8.7 19210.43 9.9 24010.53 13.2 9 11 10810.24 5.8 162/0.36 8.7 216/0.48 10.0 27010.60 13.3 v . 8.8 5. Perk-Filter systems may be supplied with individual or multiple 18"or 12" high Perk-Filter cartridges. Filter cartridge 10 11 120/0.27 5.9 1801.2!;40 may be stacked to accommodate higher flow rates. Contact KriStar Enterprises for capacities. 11 11 13210.29 5.9 198/0.4040 240/0.53 10.0 300/0.67 13.4 4 8.8 264/0.59 10.1 330/0.74 13.4 E MAXIMUM HEAD LOSS 1.7 FEET 2.3 FEET 2.9 FEET 3.5 FEET 6. For depths less than specified minimums contact KriStar Enterprises for engineering assistance. Tl TLE TITLE � N Ahd ® Perk Filter TM KRISTAR KriStar Enterprises, Inc. Gland ° Perk Filter TM KRISTAR KriStar Enterprises, Inc. C 6' WIDE CONCRETE VAULT 360 Sutton Place, Santa Rosa,CA 95807 6' WIDE CONCRETE VAULT 360 Sutton Place,Santa Rosa,CA 95407 N Ph: 800.579.8819, Fax: 707.524.8186,www.kristar.com Ph: 800.579.8819, Fax:707.524.8186,www.kristar.com N FOUR TO ELEVEN CARTRIDGES / STACKS AWI 6-0001 A 0087 JPR 4/25/11 JPR 7/8/08 SHEET 1 of z FOUR TO ELEVEN CARTRIDGES/STACKS D p"MNO. A 0087 JPR 4/25/11 JPR 7/8/08 SHEET 2 OF 2 a 6' WIDE FLOGARD VAULT 2. C�I KRISTAR/PACLAND SCALE: NTS i c O L 0 N i C 6 .�e .�. °.��i��,Rir�r' x,�a �s«,�1�Q irF ...,..,�kk.•'.;:. �:e.:. wt:', � - .�re ��c�� nes1911 PRar Q1iC E3y. R21/f5II1 ©escri tt( t1 By,_ Issue Date:. ;y Ss , , ) #5935-001 7/10/12 PACLAND REVISED PER TVWD COMMENTS KCS 04/06/12 91P Wa'm�r� DrawnS ISSUE DRAINAGE DETAILS IV C-6.3 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS , , 7600 SW DARTMOUTH ST 3 9/28/12 PACLAND RENSED PER CITY AND CWS COMMENTS KCS PERMIT ��£ 14,°off CI7eCked 134 Pt©JE9C N6. ygkN L. NGJ 6400 SE Lake Road T (503)659-9500 Suite 300 F (503)659-2227 TIGARD OR 97223 SN 20-001-091 �ENEWS: 12/31/12 Portland, OR 97222 www.PAcLAND.COM r I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 °: �u 17 °. RICH #940 VALVE BOX - - °°° - ° CONCRETE THRUST -`' - � - �� BLOCK (TYP) THRUST BLOCK — TABLE / W/ "WATER" CAST IN LID SEE C-9 FOR // MINIMUM BEARING AREA AGAINST PAVEMENT SECTIONS f-8 -{ f"1 1/2" ASPHALT WEARING LARGE UNDISTURBED SOIL SQUARE FEET PIPE A B C D E X 2' SQ x 6" THICK SIZE CLASS B CONCRETE PAD - B 3-4" 3 2 2 1 NONE NONE SLOPE SLOPE 6" CAST IRON RISER PIPE NOTE: 90' BEND TEE —� TO BE PLUMB & CENTERED 1. WRAP ALL FITTINGS IN 5 MIL PLASTIC. C 6" 6 4 3 2 1 NONE ///\�//\�: OVER VALVE STEM VALVE BOX TO SUIT VALVE \ \j 2. INCREASE THRUST BLOCK AREA BY 50% 8" 11 8 6 3 2 3 AND DEPTH OF BURY WHERE INSTALLING HYDRANT IN SANDY //\\j/\\j% MATERIAL B 11-111— 1 I—I I I I I — I —I I I= 13. ROMAC "GRIP-RING" MECHANICAL JOINT 10" 16 11 9 5 3 4 — =I I (—III I I—I I= — //\\//\\� o ACCESSORY KITS OR APPROVED EQUAL SHALL BE USED ON ALL MECH. JOINT CAP 45° BEND 12" 24 17 13 7 4 5 -I Ii I III— I I III- //\j\�/ CONNECTIONS FROM TEE TO HYDRANT. I I —I I /\ \ 4. PROVIDE EXTENSION PIECE WHERE C 14" 33 23 18 9 5 7 = I = /\\\\ REQUIRED FOR VALVE BOX. RESILIENT SEATED GATE VALVE ADJUST TOP SECTION (SIZE INDICATED ON PLAN) 16" 23 23 17 9 5 10 TAMP BACKFILL j/\j�\/ TO FINISH GRADE TRACER WIRE PIPE BEDDING 22 1 /2 ' BEND 11 1/4° BEND NOTES: \ \�! 1. THRUST BLOCKS SHALL BE CAST IN PLACE III— I=III- —III—III /\//\// DUCTILE IRON DUCTILE IRON CEMENT CONCRETE WITH MINIMUN 28-DAY _ _ _ /\\/\\� —III— —III— /\ \ WATER MAIN WATER MAIN COMPRESSIVE STRENGTH OF 3000 PSI AND III—III I I—III \//\\/ VALVE BOX TO BE ENTIRELY - --- 2-3/4" DIA. RODS FOR 10"0 LINES AND SHALL BE POURED AGAINST UNDISTURBED EARTH. III— III — I // / SUPPORTED BY CONCRETE • 2. THRUST BLOCKS SHAL BEAR AGAINST FITTINGS ° ° /\\j` BLOCKS OR BRICKS TO SUIT. PIPE BEDDING SMALLER. 2-i DIA. RODS COATED W/ _ _ I I I=I I //\//\� VALVE BOX MUST NOT BEAR ON ASPHALT FOR LINES LARGER THAN 10"0. ONLY AND BE CLEAR OF JOINTS. A PLASTIC —III— ° ® I I _ I ( /\\/\\/ BARRIER SHALL BE PLACED BETWEEN ALL VALVE BODY //\//\ VALVE OR PIPE. III—III I—III /\\j\\j —III—III—III—III—_� —I I—I —I I =I 11=1 11=1 1- THRUST BLOCKS AND FITTINGS. ° ° III I I—I I //\\//\\' UNDISTURBED _ SHACKLE IMBEDDED IN a, 1 ; 'r 3. ANCHOR REBAR SHALL BE #8. III=— X L �' X 4. ALL FITTINGS SHALL BE MJ-MEGA LUG RETAINER — /\\/\\/ THRUST BLOCK (#5 REBAR) GLANDS. //\\//\\ GATE VALVE 5. PLUGS TO BE A MINIMUM OF 5' FROM TEE, WYE, WATER PIPE �x CONCRETE THRUST BLOCK CROSS OR VALVE. E HORIZONTAL THRUST BLOCK DETAIL GATE VALVE VALVE BOX DETAIL SEE e E PACLAND NTS WALMART 12/21/04 N.T.S. PACLAND NTS 3 W TRENCH UTILITY LOCATOR TAPE PER SIDEWALK SPECIFICATION 02300 UNDISTURBED EARTH OR COMPACTED FILL %\ / FINALj BACKFILL TRACER WIRE PER SPECIFICATION 02535 FOR NON-METALLIC PIPESINITIAL �\ PIPE SPRING LINE //. B CKFILL NOTE: \\ // FIRE HYDRANT 1. ALL HYDRANTS TO BE SET PLUMB W/ NOZZLE FACING STREET \ AS SPECIFIED UNLESS OTHERWISE SPECIFIED BY FIRE DEPARTMENT / HAUNCHING BY CITY 2. ALL CONCRETE TO BE 2500 PSI P.C. CONCRETE 10' - 0" MIN. 10' - 0" MIN. \\ 4" BEDDING MIN. CLEARANCE IS MEASURED FROM O PROVIDE 2 DIA. X 6 3. FIRE HYDRANT ASSEMBLY INCLUDES GATE VALVE AND BACK OF CURB IN ALL LANDSCAPED THK. CONC. COLLAR APPURTENANCES (MIN.) AREAS (SHOWN) OTHERWISE MEASURED MIN. AS AROUND ALL VALVE 4" MIN. PIPE DIA. W FROM DRIVE AISLES OR BOLLARDS REQUIRED BY BOXES H si2" O.D. OF PIPE + 12" TO 18" LOCAL CODE FINISH GRADE WATER LINE >12" > O.D. OF PIPE + 18 CURB N.T.S. 6 CU. FT. GRAVEL VALVE BOX AS SPECIFIED BY CITY C 12" 6" M.J. GATE VALVE 6 GENERAL NOTES DRAIN-KEEP CLEAR W/RETAINING GLANDS OF CONCRETE 6" D.I. M.J. TEE FOR CLEARANCE OF 1. BEDDING SHALL BE TRENCH BEDDING AS DEFINED IN SPECIFICATION 02300 6. FINAL BACKFILL 2 FEET FROM THE FINISHED SUBGRADE SHALL BE COMPACTED 1'-6 OR LESS DI PIPE CLASS 50 OR PVC PRESSURE AND WORKED BY HAND. TO 95% MODIFIED PROCTOR. \\ I 8 MIL POLY- PIPE (C900, AWWA STANDARD OR \/ APPROVED EQUAL) E 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE WITH SPECIFICATION 02300. ETHYLENE LINING "' VOIDS. HAUNCHING SHALL BE TRENCH HAUNCHING AS DEFINED INBETWEEN CONC. & 8• ALL MATERIALS SHALL BE INSTALLED IN MAXIMUM 8" LOOSE LIFTS. SATISFACTORY SPECIFICATION 02300 AND COMPACTED TO 90% MODIFIED PROCTOR. DUCTILE IRON \ FILL MATERIAL AS DEFINED IN SPECIFICATION 02300 SHALL BE COMPACTED IN 3. COMPACT BACKFILL TO AT LEAST 92% OF THE MODIFIED PROCTOR MAXIMUM ACCORDANCE WITH SPECIFICATION 02300. (TYPICAL) N DRY DENSITY (ASTM D-1557) BELOW >2 FEET FROM FINISHED SUBGRADE �, % 9. ALL TRENCH EXCAVATIONS SHALL BE SLOPED SHORED SHEETED BRACED OR / \/ CONCRETE /\ \i EXISTING OR PROPOSED WATER MAIN o SURFACE, AND COMPACT THE UPPER 2 FEET TO AT LEAST 95% OF THE OTHERWISE SUPPORTED IN COMPLIANCE WITH OSHA REGULATIONS AND LOCAL \i ` \ SUPPORT \ \ MODIFIED PROCTOR MAXIMUM DRY DENSITY. / /\ /, / RETAINING / \� RETAINING e . i N 4. INITIAL BACKFILL SHALL BE TRENCH INITIAL BACKFILL AS DEFINED IN ORDINANCES. (SEE SPECIFICATIONS) REFER TO THRUST BLOCKING GLAND \/ \ GLAND //\\//\\/\\\/�\� NOTE: USE SPECIFIED PIPE MATERIALS IF VERTICAL CLEARANCE IS 1.5 OR LESS WHEN o SPECIFICATION 02300. 10. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF DEBRIS, ORGANICS AND ROCKS DETAIL FOR THRUST BLOCKING /' /% / /%//' / CONNECTING DIFFERENT TYPE OF PIPE (I.E., PVC TO CONCRETE, AC, ETC.) ONLY ROMAC cn S. FINAL BACKFILL SHALL BE TRENCH FINAL BACKFILL AS DEFINED IN LARGER THAN 3 REQUIREMENTS L REFER TO THRUST BLOCKING e TYPE LSS1 AND LSS2, WITH APPROPRIATE BUSHINGS, ARE APPROVED. WHEN SAWCUI7ING FINAL BACKFILL 02300 AND COMPACTED AS NOTED IN NOTES 3 & 6. DETAIL FOR THRUST BLOCKING C-7 0 EXISTING SEWER PIPE, USE ROMAC TYPE "501" COUPLING OR APPROVED EQUAL REQUIREMENTS TYPICAL UTILITY TRENCH DETAIL 4 FIRE HYDRANT ASSEMBLY 5SEWER/WATER CROSSING DETAIL 6 WALMART 12/21/04 PACLAND NTS WALMART 1/14/10 PACLAND NTS PACLAND NTS i a 0 a N QJ Q C O H C . .. ..... .-, ....- .. .... .. ,:'.,, ..,... ,,,-, ,- <..-. Y ` ✓�CISIflCI„� ?.eSCCI 1�° n L� , . , H 61190 Y,, PRQc NQ. ate e d 13 IA ue C?a w F �Y; ��`� �� 0 1 7/10/12 PACLAND REVISED PER TM COMMENTS KCS 04/06/12 9 W Walmart .1% #5935-00 PRIVATE 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS QhaWn'By: - is ,U 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS KCS PERMIT �0 ON WATER DETAILS C-7.0 7600 SW DARTMOUTH ST NE o° CheCk48 ay: Prq�eGt Na �y9{yN1 ZNG� 6400 SE Lake RoadSuite 300 T (503)659 9500 SN 20-001-091 Portland, OR 97222 F�3P 6LANoroM �GARD, OR 97223 RENEWS 12/31/12 I i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 .• :16 17 STRADDLE BLOCK W 1UAATN VAELEY WATER W LOCAL PLUMBINGPERNLY00(R4) UmTmCT STAND,NDSRDS DOMSrANDARDS 2' GATE HYDRANT BEHIND CUROTIGHT SIDEWALK STRADDLE aaLx PER DETAIL 2DO(714) TUALATIN VALLEY MATER To LOCAL PLUNBIND RETAINER"D aAaCT A -^^ VALVE-1 DOUBLE CHECK VALVE ,EE NOTE 3 .--_. 3 - 6" I 18" Mild A asnBCTsrAx0AR0s CODE STANDARDS SE NOTE° f t AaNO �O 4 I 24' MAX RETAINER CLANG S7W r APPR SP FLG=PE - ------ ------ -------� DUE To VAULT SETREVENT. BACIffLOw @NCE SEENOTE Ca re rr --------- ---- ------�) FLANGE cOUPla1c ADAPTOR FLerilim --- I I -r I I Q z �g�, I 18"tMIN BREAK MIN NGE A SEE NOTE s i D PROPERTY LINE �" � 6" MAX FLOW 1 eg I I FLANGE COUF1NIG ADAPTOR ¢ LATH ON PROP. ' V y -r, -z_+= m - ¢ SIDEWALK �' NN I l~- - -- 3 LINE AT PUE. S� i ii WIIONAL FRE DEPARTMENT p SEE NOTE 1. x i i NCONAnsM`"uE°1 CONTACT LOCAL I ! c MN ° W MIN.ou�VAAUULLTTo �.' = PROPERTY CORNER. ( B C It I PROTECT FROM RREVONC L,�MErNW;�A r4 p' F I itoUE.TOVAULTSEraFawT. IEYIRIFNTs t r I I ,�.�j �, SEE NOTES 2 AND 3. I l e SEE DETAIL 300 NO ti_________________1+r-_- PROPERTY LINE AND I D D BLADDER MEETING OSHA PLAN 4%�ALTETNAIE FDD LGGIDN LOTNUMBERS OF CURB. a " SEE DETAIL 300 AND _._._..-----r_____._....._---......._..__...._._.._ `:'. "o P�N 6" CLASS 52 DI PIPE svrac�cenas SEE NOTE 1. DOUBLE CHECK VALVE ASSEMBLY PLAN GROUND UNEs Q --- --- -- °AnuaiCURUw f J u W cure GR OF4LM INE 3'MIN B MAX I3 MN .: HYDRANT IN PLANTER STRIP I CPP ON F_ MCLATRTI BALL VALE , II " 7ELEVATION ts" MIN L SYN j� ' TI OPENED DMBY ! " it BDEAT=BALL wuc ; II 1 VALnolE s INURE CNE«VALVE 24 MAX It ° METER BOX AND SERVICE PER CURRENT o C FLANGE COURRTO ADAPTOR T_ BREAK FLANGE NLIM CHECK VALVE INSTALLATION BY TVWD I PLUMBING CODE 18" MIN 3" MIN N ii G r - 6' MAX it II Ate 11 12' 14, r ;._., ..�. .. Un o o RG[IEMITMIN SCREEN RODENT cSEOENI �i ' SCREENg12" 41 D "N TO DAYuart OR CRETE BALLAST HORSEPOWER 2 IML P /- I U STAINLESS STEEL SLMP PUP SM CETAIL 310 AND 320 FOR 5 DRAN W DAYLIGHT OR SWP aErAf- KEYNOTES' PROVIDE 1/3-HORSEPOWER STAINLESS STEEL SUMP PUMP. ELEVATIQN A. VALVE BOX ASSEMBLY PER DETAIL D. MECHANICAL JOINT WITH GRIP 0' U u SUMP DETTAAI."S, nrW"D FOR FOLLOWER. ALL JOINTS IN No. 3. ETER HYDRANT ASSEMBLY SHALL BE ELEVATION unuTY UTILITYBILCO B. 6" GATE VALVE. WRAP TEE AND FULLY RESTRAINED. D VAULT VAULT DooR • NOTES VALVE WITH 3 LAYERS OF 8 MIL SIZE WITH FOC • W O FDC D00R NOTES: 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY POLYETHYLENE PRIOR TO E. 12"X12" CONCRETE PIER BLOCK 2)F 575-LA 575-LA JD-3AL i CONTRACTOR TO SEAL ALL OPRMNCS N VAULT WON LINE AND THE PUBLIC UTILITY EASEMENT. DEVELOPER'S SURVEYOR SHALL ALSO MARK ON UNDISTURBED NATIVE SOIL. UAU T BILCODOOR NOTES NON sTMer GRan BACKFILLING. 3 577-WA 577-WA J-SAL THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. SIZE VAULT ' DOOR • 1, .CONTRACTOR To SEN.ALL CIPENNGS IN VAULT WON 2' LnNRAheAR NNS ALLran LT HERE FL SIN 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER F. DRAIN ROCK POCKET. 4 CUBIC 3 sso-wA J-SAL "O"$°""N `ROUT 577-WA 577-WA J-5AL a�GROUND BASE C T C. TEE. NEW CONSTRUCTION TEE L CONTRACTOR W INSTALL CONCRETE BALLAST 3 CU. a 876-WA 676-WA J-5AL a CLEARANCE BETWEEN MALI AM DEANS Mr YC.1r SERVICE INSTALLATION THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE SHALL BE MJ X MJ. CONNECTIONS FEET MINIMUM. 1'0.4 MN.MOUND BAST'OF VAULT WOW FL°WNC 8 887-WA 687-WA JD-3AL MA"^°'c°'T°-"�°�MAN TOR°0°-WA�T ' 4 577-WA J-5AL OR HIGH GROUND WATER EZL4r a MAX. CC PT W W.RV w TOR FEET PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE. TO EXISTING MAINS SHALL BE 6 676-WA J-5AL a A-40AN E BMEIEN WAR.AND DEMCE S MRL, 10 5106-LA 5106-w JD-3AL 3. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 FOOT OF TAPPING TEE PER DETAIL No. B.Ir MAX-EXCEPT r MN,e-MAIL FOR M-WA VAULT G. MAINTAIN MINIMUM CLEAR SPACE 8 5106-A JD-3AL a 'FORUs7 BLS ,•_GL,AC LIM Ts 'LOR EQUAL'APPPO�Mf OM'"�7°'�" A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES THRUST BLOCK REQUIRED ONLY IN ALL DIRECTIONS PER DETAIL No. 10 5106-LA JD-3AL s SER CE EE FIREDET IL EF 1 LRE TOR DCe csnc102. PLACEMENT OF CONCRETE •-GR EOUu-APPRGVID BY asTwcr ENGINEER STxr��1m AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF A SURVEY MONUMENT FOR TAPPING TEE. AROUND HYDRANTS IS PROHIBITED. Tualatin Valley Water District DESIGNED:PDB DOUBLE CHECK DATE:611/2012 LOCATION. �/ Tualatin Valle Water District DESIGNED:PDB DATE:6/1/2(112 r DETAIL DESIGNED:PD8 1n & LARGER METER DATE:6/1/2012 Tualatin Y�� Water District DESIGNED:PDB DATE:6(1/2012 Y \ �R.RE � APPROVED:MFl( DETECTOR Tualatin Valley Water District � ey FIRE HYDRANT E --R..�._> 0 DOUBLE CHECK DETAIL C •...._s.► DETAIL <\ �,., � APPRovED:MFK IssoswnOthAve. Deaverton,oR97006 SCALE:NONE ASSEMBLY Br 2OO ( '�-" INSTALLATION WITH DETa1L � (503)642-1511 www.tvwdor(( \ �^ APPROVED:MFK \ �� APPROVED:bFK STANDARD 1856 SW 17DthAve. Beaverton,OR 97006 VALVE ASSEMBLY BF 1 OO 1SSOSW 170th Ave. Beaverton OR97006 BACKFLOW PREVENTION ^/ 1850 SW 170th Ave. Beaverton,OR 97006 (503)642-1511 www.tvwd.org SCALE:"°"E SUMP PUMP (503)642-1511 www.tvwd.org SCALE:NONE DEVICE 702 (503)642-1511 www.tvwd.ag SCALE:NONE INSTALLATION 101 MAKE MODEL HP PHASE VOLTAGE FULL LOAD AMPS 3" DOUBLE CHECK VALVE ASSEMBLY HYDROMATIC SW-33 1/3 1 115 10.0 METER INSTALLATION WITH BACKFLOW PREVENTION FIRE HYDRANT d TVWD NTS 1 NOT: CONTRACTOR TO PROVIDE TAMPER SWITCH AND POWER FOR SUMP PUMP. THE ABOVE INFORMATION IS NTS 3 TVWD NTS T PROVIDED BY THE PUMP MANUFACTURER. PUMP TO BE HYDROMATIC SW-33 OR APPROVED EQUIVALENT. E 8" DOUBLE CHECK DETECTOR ASSEMBLY 2 NTS /fir, _ RESTRAINED LENGTH (FEET) REQUIRED FROM COMMON FITTINGS VV B FINISHED GRADE PIPE DIA DEAD END! HORIZONTAL&VERTICAL BENDS REDUCER(SBE NOTE 3) ,r ON) TEE BRANCH 90• 46' 22112° 111114* 4" Ir 8" 10" X 4 45 45 15 10 5 4" MIN. 6 62 82 20 10 5 25 e a 4 A as %� jJ�� n : a e + • a .° m'f, M �� ----- 12" MAX. 8 75 75 25 10 5 42 24 \�/��/ft , • `," t• e,4 • . a a+ °/ �� ' 10 95 95 30 10 5 62 48 27 115 115 35 10 5 1 79 67 49 27 A A • �' ' A THESE VALUES ARE BASED ON A TEST PRESSURE OF 150 PSI. IF TEST PRESSURE EXCEEDS 150 G itinjinpPSI, INCREASE RESTRAINED LENGTH VALUE BY THE RATIO OF THE ACTUAL PRESSURE TO 150 PSI. 200 PSI _ o C Z EXAMPLE: 200 PSI TEST PRESSURE- 150 PSI - 1.33 a B MULTIPLY LISTED VALUE FOR RESTRAINED LENGTH BY 1-33 of a PROFILE VIEW E TABLE 1 G F pI BRANCH THRUSTBLOCK E LU w PIPE DIA BEARING AREA ) F x RESTRAIN Of (IN) (SIC) Ln w 4 1,3 �---' (NO JOINTS ALLOWED ON THROUGH a: H ?, 6 2.8 LEG WITHIN 5 FEET OF TEE) 0_ 5.0 5.0 TEE BRANCH DEAD END BEND REDUCER 12 11.3 N KEYNOTES: 1. ALL PIPE JOINTS WITHIN THE SPECIFIED DISTANCE FROM A DEAD END, TEE BRANCH, c o A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK REDUCER (RESTRAIN LARGE DIAMETER SIDE EXCEPT AS ALLOWED IN NOTE 3), OR BEND a SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY rj` ,r' ' f� , `/, (RESTRAIN EACH SIDE) SHALL BE RESTRAINED WITH FIELD LOKV OR FAST GRIP® GASKETS. DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.5 SACK MIN.) �` B. WRAP TAPPING SADDLE AND VALVE WITH 3 LAYERS OF 8 MIL POLYTHEYLENE PRIOR 2. RESTRAINED LENGTH VALUES ARE BASED ON THE FOLLOWING ASSUMPTIONS: TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM KEYNOTES: TEST PRESSURE: 750 PSI • PIPE MATERIAL: CEMENT-MORTAR LINED DUCTILE IRON WITHOUT POLY WRAP BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE. A. OLYMPIC FOUNDRY VB910 (OR APPROVED EQUAL) VALVE BOX AND COVER WITH • PIPE COVER: 3 FEET E C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. "W" CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, CENTERED ON AXIS • TRENCH CONDITIONS: TYPE 5 (CRUSHED ROCK IN PIPE ZONE AT 90% OF T-99) D. LINE-SIZE GATE VALVE (FLG X MJ). OF OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. • SURROUNDING SOIL CLASSIFICATION: GM/SM (SAND/SILT) E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED PER DETAIL 21. B. UNPAVED AREAS ONLY: PROVIDE 24" SQUARE BY 4" THICK CONCRETE OR AC r SURROUNDING SOIL DENSITY: 90 LB/FT PAVEMENT PAD WITH #4 REBAR STEEL REINFORCEMENT OVER 4" COMPACTED • FACTOR OF SAFETY: 1.5 GENERAL NOTES: 1"-0" CRUSHED ROCK. REBAR SHALL BE 2" DEEP AND 6" FROM EDGE OF 1. BEFORE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE PAD. PAD SHALL BE CENTERED AROUND VALVE BOX 3. JOINT RESTRAINT IS NOT REQUIRED ON THE LARGE DIAMETER SIDE OF REDUCER IF THE TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE C. 6" TYPE SDR 35 PVC, D3034 PIPE SPACER. LENGTH AS NECESSARY. UNRESTRAINED STRAIGHT PIPE LENGTH ON THE SMALL DIAMETER SIDE OF THE REDUCER SADDLE WILL BE INSTALLED. D. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 48' FROM EXCEEDS THE VALUE CALCULATED AS FOLLOWS: 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. FINISHED GRADE. SEE DETAIL No. 5. SMALL PIPE STRAIGHT LENGTH = LARGE DIAMETER X RESTRAINED LENGTH 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF E. WRAP VALVE WITH 3 LAYERS OF 8 MIL POLYETHYLENE PRIOR TO BACKFILLING. SMALL DIAMETER (FROM TABLE ABOVE) cr) FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. EXTEND PVC 6" MINIMUM BEYOND VALVE AND SECURE TO PIPE WITH 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR POLYETHYLENE TAPE. PRIOR TO TAPPING. F. VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 10" AND 4. CONTACT DISTRICT ENGINEER FOR GUIDANCE ON PIPE JOINT RESTRAINT IF PIPE DIAMETER 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. LARGER SHALL BE MJ BUTTERFLY VALVES. EXCEEDS 12" AND/OR DESIGN CONDITIONS DIFFER SUBSTANTIALLY FROM THE 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. ASSUMPTIONS LISTED ABOVE. G. 2" SQUARE OPERATING NUT. z Tualatin Valley Water District DESIGNED:PDB DATE:6/1/2012 Tualatin Valley Water District DESIGNED:PDBy DATE:6/1/2012 Tualatin Valle Water District DesrorEo:PDB DATE:6/112012 r\�--....5� APPROVED:MFK TAPPINGSADDLE DETAIL r\ �--� gppROVED:MFK APICAL VALVE DETAIL - f AppgOVED:MFK PIPE JOINT DETAIL Q 1850 SW 170th Ave. Beaverton,OR 97006 g 1850 SW 170th Ave. Beaverton,OR 97066 SETTING 3 1850 SW 170th Ave. Beaverton OR 97006 RESTRAINT 21 `3 (503)642-1511 www.tvwd.oTg 'NONE (503)642-1511 www.tvwd.org SCALE:NONE (503)642-1511 www.tvwd.org " 'NO<tlE 0 TAPPING SADDLE VALVES GATE & BUTTERFLY PIPE JOINT RESTRAINT 6 TVWD NTS 5 TM NTS TVWD NTS , P ' F Date , By � �frV1310�f D@S�r( ,�, � Designed:By: RI a 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS KCS �4 06 12 ��\ PES Walmart #5935-00 PUBLIC 0 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS 3NOV 6 T ° ON " o 7600 SW DARTMOUTH ST WATER DETAILS C-7.1 0 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS KCS PERMIT s�GHf 4 2p�j 4 N �qw NGS 6400 SE Lake Road T (503)659-9500 2 -_h �� N L. Suite 300 F (503) 659-2227 TIGARD OR 97223 SN 20-001-091 RENEWS: 12/31/12 Portland, OR 97222 www.PAcLAND.COM I 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 " 6 17 WELDED WIRE REINFORCEMENT 2-#4=)TOP & BOT 2-#4CTOP & BOT -� TOOLED WITH 1/8' RADIUS PAVEMENT NOTES (W2.1 xW2.1 - 66) PER 2008 OREGON 1r CUR FROM TOP 1" CLR FROM TOP 1/2' PREMOLDED JOINT FILLER STANDARD SPECIFICATIONS SECTION 02510.40. 2j' CLR FROM BOT • CUR FROM HOT I JOINT SEALANT PER SPECS 1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS. 6. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH PAVEMENT SECTION 02751 OF THE PROJECT 6.5" PORTLAND CEMENT CONCRETE (PCC) °... ' SPECIFICATIONS. THE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. SLUMP RANGE MIN. 28-DAY COMPREHENSIVE STRENGTH OF 4000 PSI / A 2. ONSITE SATISFACTORY FILL MATERIALS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBGRADE PROVIDED SOILS MEET AND AIR ENTRAINMENT SHALL BE IN ACCORDANCE WITH SECTION 02751 OF THE PROJECT SPECIFICATIONS. REQUIREMENTS IN THE PROJECTS SPECIFICATIONS AND SUPPORT CHARACTERISTICS LISTED BELOW. 1 4 Lf AVEMENT � '/ 7. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE SPECIFICATIONS PRESENTED IN SECTION 02715. to 2 kIIN 3. ALL BASE AND SUBBASE MATERIALS, AS WELL AS FILL MATERIAL PLACED TO ESTABLISH FINAL SUBGRADE, SHALL BE COMPACTED TO 95% OF FIXED STRU TURE THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 02300 OF THE PROJECT & THE EXISTING SUBGRADE SOILS ARE ANTICIPATED TO CONSIST OF FIRMLY COMPACTED SILT NATIVE AND/OR STRUCTURAL FILL MATERIAL. 1 . CLP. A. . ' •,. ANY NRu TUEttE SPECIFICATIONS. ALL FILL USED TO RAISE LOW AREAS MUST HAVE A MINIMUM CBR VALUE EQUAL TO OR GREATER THAN 6% WHEN PLACED IN ACCORDANCE 6" CRUSHED AGGREGATE BASE COURSE PER PROJECT (7YP). ' WITH PROJECT SPECIFICATIONS TO PROVIDE EQUIVALENT PAVEMENT SUPPORT CHARACTERISTICS. SPECIFICATIONS 02300. a Y • • I 4. AFTER PROOFROLLING WITH A LOADED TANDEM AXLE DUMP TRUCK AND REPAIRING DEEP SUBGRADE DEFICIENCIES, THE ENTIRE SUBGRADE C.0 SHOULD BE SCARIFIED TO A DEPTH OF 12 INCHES AND UNIFORMLY COMPACTED TO 95% MODIFIED PROCTOR DRY DENSITY (ASTM D-698). 9. CONTRACTOR SHALL PROVIDE A TACK COAT IN ACCORDANCE WITH SECTION 02740 OF THE PROJECT SPECIFICATIONS. 5. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 02740 OF THE PROJECT SPECIFICATIONS. AVERAGE DENSITY "" \/W\ w�m,mm " TYR 10. CONTRACTOR SHALL PREVENT CONSTRUCTION TRAFFIC AND DELIVERY TRUCKS FROM TRAVELING OVER NEW CONCRETE PAVEMENT FOR ATSUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH B OF 93% OF THE THEORETICAL MAXIMUM (RICE DENSITY) WITH NO INDIVIDUAL TEST LESS THAN 91% NOR GREATER THAN 97% LEAST 14 DAYS AFTER PLACEMENT. SECTION 02300 OF THE PROJECT SPECIFICATIONS. SOFT PREFORMED < I JOINT FILLER FULL DEPTH OF = I 11. IN ADDITION TO THE ABOVE NOTES, PLEASE REFER TO THE FOLLOWING SPECIFICATION SECTIONS: SECTION 02300 FOR EARTHWORK, 02340 PAVEMENT WITH BACKER FOR SOIL STABILIZATION, 02715 FOR BASE COURSE, 02740 FOR ASPHALT CONCRETE PAVEMENT, AND 02751 FOR CONCRETE PAVING. ROD AND SEALANT. --••- ( ; - I HEAVY DUTY PORTLAND CEMENT CONCRETE TYPICAL ROUND FIXED NOTES: ISOLATION JOINT STRUCTURE PLAN DETAIL ISOLATION JOINT TO BE USED FOR FIXED STRUCTURES SUCH TACK COAT 3" ASPHALT CONCRETE PLACED IN TWO 1-lz" LIFTS. TACK COAT 4" ASPHALT CONCRETE PLACED IN TWO 2" LIFTS. PACLAND NTS USES: MANHOLES, LIGHT POLE BASES AND BOLLARDS AS BUILDINGS, RETAINING WALLS/DOCK WALLS, DROP PRIME COAT - MIX DESIGN PER PROJECT SPECIFICATIONS 02740 PRIME COAT - MIX DESIGN PER PROJECT SPECIFICATIONS SECTION9 INLETS, MANHOLES, LIGHT POLE BASES AND BOLLARDS. 02740. P VEMENT IS NOT CONSIDERED A FIXED STRUCTURE. 1/2" SOFT PREFORMED 1"R 5 1�2" 1/2"R JOINT FILER FULL DEPTH OF z . .° PA MENT .p .. .a . WET WEATHER CONDITIONS PAVEMENT WITH BACKER TOP OF 1" BATTER ROD AND SEALANT. a ° PAVEMENT z REFER TO SECTION 02300 & "REVERSE" SLOPE 2:1 MAX SLOPE ° 4" CRUSHED AGGREGATE BASE COURSE PER PROJECT 4" CRUSHED AGGREGATE BASE COURSE PER PROJECT 02340 OF SPECIFICATIONS. PER PLAN `,, . , : a' . a ` o 1'R SPECIFICATIONS 02300 SPECIFICATIONS 02300 1/2"R • ' ® . . r m TACK COAT WHERE ASPHALT _ : MINIMUM 6' BASE COURSE "4 N a' 9" GRAVEL BORROW SUBBASE PER PROJECT SPECIFICATIONS 02300 0 10' GRAVEL BORROW SUBBASE PER PROJECT SPECIFICATIONS ABUTS co , ° I SEALANT J 02300 NOTE: FIXED STRUCTURE--\ \ MAXIMUM SPACING FOR ° BACKER ROD CONTRACTION JOINTS C4 .0R'& r \ \ \ \ \ \ 6 1 2 ` 1 � �� 1/2' SOFT PREFORMED GUTTER SHALL HAVE REVERSE" SHALL NOT EXCEED LOFT. k. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH \ 2 CLP. FROkC OT JOINT FILLER FULL SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH SLOPE WHERE PAVEMENT GRADE =`DO,1IOT LET'R NFORCEMENT SECTION 02300 OF THE PROJECT SPECIFICATIONS. SLOPES AWAY FROM CURB, AS DEPTH OF PAVEMENT. SECTION 02300 OF THE PROJECT SPECIFICATIONS. 1 -6 ) -0 CRASSaSA)YC11, NEARBY OR SHOWN ON SHEET C-2.0 g" :OTHER JQWTS AT ALLOW STANDARD DUTY PAVEMENT HEAVY DUTY PAVEMENT fat 41*I CONCRETE CURB AND GUTTER SECTION PACLAND NTS PACLAND NTS 4 TYPICAL RECTANGULAR FIXED BACKER ROD AND SEALANT PACLAND NTS STRUCTURE PLAN DETAIL SECTION AT FIXED STRUCTURE DOMES ARE NOT SHOWN TO SCALE; SEE 4" WIDE, SMOOTH TROWELED PERIMETER- B USES: BUILDINGS, RETAINING WALLS/DOCK WALLS AND DROP INLETS E DETECTABLE WARNINGS DETAIL AND NOTE 1 5' MIN. ISOLATION JOINT DETAILS 9 - ROUNDED LANDING AREA CONCRETE CURB - 8.339, MAX. I WMT - 12/04/08 NTS �y L DETECTABLE WARNINGftw ° °8 1/4" WIDE BY i" DEEP SAW -E q q NOTE: PROVIDE 3/8" EXPANSION CUT. FILL WITH PAVEMENT STAMPED CONCRETE. JOINT BETWEEN SIDEWALK PCC JOINT DETAIL BLOW-UP SEALANT. MAKE SAW CUT DIAMOND PATTERN PAVED AREA-) 5' MIN. AND ALL FIXED OBJECTS PCC JOINT DETAIL BLOW-UP CREATED WITH z LANDING AREA 4" AGGREGATE BASE COURSE COMPACTED TO \-112- RADIUS TOOLED JOINT OR B IMMEDIATELY PRIOR TO 92% MODIFIED PROCTOR INSTALLING PAVEMENT SEALANT. EXPANDED METAL ¢Z 1 DEEP SAWED JOINT (TYP.) F GRATE 10% MAX n ti - : , . . . S (FIRST PLACEMENT) (SECOND PLACEMENT) DOMES ARE NOT FLARED SIDE N a r P AL N VIEW :.: ':; : ::. :' :°:. .,:.,; •..'•:' z N z ., . SHOWN TO SCALE; o z SECTION A A �' •�-• � ' U o Z >', SEE SITE PLAN a:'•. :< y. SEE DETECTABLE � Y '.t;;:.• cr :' ; c� o � w WARNINGS DETAIL w ` � '�� 1 4 THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED ® 35 O.C. MAX. �.:�.� ¢ SIDEWALK / ;.: 6.33% MAX. x AND NOTE i SLOPE 1 4" FT. .: rz o z a EXIEND JOINT FILLER FULL DEPTH OF SIDEWALK - AX LO ,41 _ 5.0 5.0' 5:0 5.0' 5.0 5.0 5.0 .1 (�) 1 2"RUi ..: ..,, 1 NOTE: SEE SPEC FOR JOINT SPACING A A w Li I " I a a a APPLY CURING COMPOUND TO SLAB I� ii ( ) 3/4 DIAMETER DOWEL FOR 6' THICK PAVEMENTS AND 1/2 "' (n 0 0.9 ° DIAMETER DOWEL FOR 4" OR 5" THICK PAVEMENTS. DOWELS TO FACE ATA COVERAGE RATE OF 300 10% MAX ELEVATION �°o&° °O 6" SF MAX PER GALLON TO ACT AS A FLARED 3' MIN. 2.35 O.C. M o 4» TYP CONCRETE PC CONCRETE BE 10" LONG CENTERED WITH JOINT SPACED AT ON BOND BREAKER AT LEAST 48 HOURS N 4" CONTRACTION JOINT CENTER. DOWEL TO BE INSTALLED IN FORM WITH AN APPROVED G SIDE OR AS REQUIRED PLAN WHERE REQUIRED REINFORCEMENT SECTION A-A • (�) (�) SECTION B-B AUGNMENT DEVICE. LIGHTLY OIL FULL LENGTH OF DOWEL. PRIOR TO PLACING NEW SLAB. 5' MIN. ARC WILL BE No. 3 BARS 24" O.C. 4 AGGREGATE BASE BY THE LOCAL COURSE COMPACTED TO LENGTH JURISDICTION/ NOTE; PREFABRICATED PANELS PER A.D.A. EACH WAY MAX. SPACING, OR CONSTRUCTION JOINT ACCESSIBILITY GUIDELINES SECTION 705 SHALL BE USED. 6 x 6 - W1.4 X W1.4 WWF 92% MODIFIED PROCTOR (TYP) GOVERNING AUTHORITIES _ WAIT AS LONG AS FEASIBLE TO SEAL JOINTS TO ALLOW 5' MIN. LANDING AREA 6' MIN. 5' MIN. LANDING AREA DETECTABLE WARNINGS NOTE: SEE ARCH PLANS FOR SIDEWALK ADJACENT TO BUILDING CONCRETE SHRINKAGE TO OCCUR. IF REQUIRED, RE-SAW - ETI TYPICAL SECTION CONCRETE SIDEWALK JOINT IMMEDIATELY PRIOR TO INSTAWNG SEALANT N, PLAN fill SECTION CONCRETE SIDEWALK ACHIEVE A 1/4' JOINT WIDTH. ENSURE JOINT IS CLEAN, T SAWCUT FULL DEPTH OF SLAB A DISTANCE DRY AND SIDES PREPARED PER MANUFACTURERS WALMART 12/17/04 - PACLAND NTS BACK FROM EXISTING EDGE TO ENSURE A 1 4" HIDE BY i" DEEP RECOMMENDATIONS. CONCRETE CURB STRAIGHT EDGE ALONG ENTIRE LENGTH OF / ao _ 6" CURB AND GUTTER o PAVEMENT. OBTAIN OWNER'S REPRESENTATIVE PCC JOINT DETAIL BLOW-UP 'Top OF z H DETECTABLE WARNING APPROVAL PRIOR TO SAWCUTTING. PAVEMENT STAMPED CONCRETE. CONCRETE CURB NOTES: DIAMOND PATTERN PAVED AREA 1. THE SURFACE OF RAMP SHALL HAVE LANDSCAPE 6" 6" MIN. _ m CREATED WITH DETECTABLE WARNINGS AS SHOWN. ISLAND cn o EXPANDED METAL DETECTABLE WARNINGS SHALL CONSIST OF 2'-0" ~ J + YELLOW RAISED TRUNCATED DOMES OR \ BACK OF DOWEL PAVEMENT SEALANT GRATE STAMPED CONCRETE AND CONTRAST VISUALLY j r '/ BY PNACU DOMES ARE NOT SHOWN WITH ADJACENT WALKING SURFACES EITHER \\\\\ / \\�\\j\� CURB w TO SCALE; /// / // / SEE DETECTABLE WARNINGS o N LIGHT-ON-DARK OR DARK-ON-LIGHT. SEE \\j\\ \��/ FACE OF LANDSCAPING EXISTING PAVEMENT NEW PAVEMENT �111CLOSED CEL BACKER DETAIL AND NOTE 1 z ¢ DETECTABLE WARNINGS DETAIL. %\// ..• e // CURB ROD. TYPICALLY 1/8" TO � x o a J \\/\\ /\\ 7 E SIDEWALK 8.33% MAX. - ' / / / / / / / /\ _ _ 1/4" LARGER THAN JOINT a z 2. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A CID Iz \\r\\r\\r\\r\\r\\i\\r\\r\\r\\/\\r\ y ..r• .•'.:'r?r•'.'. WIDTH. / ; x o MAXIMUM OF UP TO 10% AT CURB TO CONCRETE _.;; ,, :• , •.: ' r x a % a CONFORM WITH LONGITUDINAL SIDEWALK SLOPE GUTTER ` o ADJACENT TO TOP OF THE RAMP. cv X �® � r t vi N x FLOW LINE _ . , .: . .. ...:,. :. s ,;:. CD A N N "- `� A w o N 3. CONSTRUCT PER A.D.A. STANDARDS. «. s' ... s' . '.• 4:; .�8" FIRST SAWCUT N 4. REFER TO PLANS FOR ADJACENT SLOPES. BACK OF l CURB 4" SECOND SAWCUT 3' MIN, 5. THE CROSS SLOPE OF THE RAMP SURFACE DRILL 1-1 4" DIA. HOLE FOR IF REQUIRED 3/4 SQUARE DOWEL FOR ( > SHALL BE NO GREATER THAN 1:50. LANDSCAPING / " N. ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THE FACE OF 3/4" DOWEL AND 1" DIA. HOLE APPLY CURING COMPOUND 6" THICK PAVEMENTS. 1/2" CONCRETE CUR31: B CURB LANDSCAPING FOR 1/2" DOWEL AND INSTALL • APPLICATION OF THE JOINT SEALANT. o DOWEL WITH NON-SHRINK GROUT. TO SLAB FACE ATA SQUARE DOWEL FOR 4 TO COVERAGE RATE OF 300 SF 2. INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN BACK OF 5" THICK PAVEMENTS. � - CONCRETE MAX PER GALLON TO ACT AS SPACE DOWELS AT 18' O.C. CLEANED AND DRIED IN ACCORDANCE WITH SEALANT CURB ENSURE GROUT IS FLUSH 5' MIN. LANDING AREA 6 MIN. 5' MIN. LANDING AREA GUTTER WITH FACE OF EXISTING A BOND BREAKER AT LEAST DO NOT GREASE DOWEL. MANUFACTURER'S REQUIREMENTS. N SLAB. 48 HOURS PRIOR TO 3. INSTALL BACKER ROD AT CONSISTENT AND UNIFORM DEPTH. FLOW UNE PLACING NEW SLAB. CONSTRUCTION JOINT TO EXISTING PAVEMENT 4. JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE PLAN LANDSCAPING WITH SEALANT MANUFACTURER'S REQUIREMENTS. ADA RAMP IN SIDEWALK LANDSCAPE ISLAND SCUPPER DETAIL 7 CONCRETE JOINT DETAILS PCC JOINT DETAIL BLOW-UP rn� R a WALMART 3/14/08 - PACLAND NTS PACLAND NTS WALMART 11/19/08 - PACLAND NTS No. date B)! R@1/ISI�i I:' d�SCt i ICIpC1:, q�signed Eiji` ,,4 Date • \�� Ne Fss, �1,, a 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS KCS 04/06/12 gip Walmart ` #5935-00 i 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS 'Drawn.B 0 0 ON Q 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS KCS PERMIT J'vGN 14,200 PAVING DETAILS C-8.0 7600 SW DARTMOUTH ST Checked �y l Prnleet Na yq�yN L NGJ 6400 SE Lake.Road T (503)659-9500 Suite 300 F (503)659-2227 TIGARD OR 97223 SN 20-001-091 RENEWS: 12/31/12 Portland, OR 97222 www.PAcLAND.COM t 1 2 3 4 5 6 1 7 8 9 10 11 12 13 14 15 16 17 NOTES: 4" TRAFFIC 4" WHITE STRIPING 2'-0" O.C. 3' MIN. 1. SEE SITE PLAN FOR TOTAL LAYOUT. YELLOW STRIPING (TYP.) OR OR AS SPECIFIED 4 WHITE STRIPE LANDING AREA 6' MIN. NOTES: 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. (TYP-) 4. SLUE•STRIPE TYP. BY LOCAL CODES 1. THE SURFACE Of RAMP.SHALL HAVE A 3. ALL DIMENSIONS ARE TO � OF STRIPE UNLESS OTHERWISE INDICATED. R3' TRANSVERSE BROO:AED SURFACE TEXTURE 4. ALL COLORS AS SHOWN OR AS SPECIFIED BY LOCAL CODES. 9 8 9 9 8 ROUGHER TiAN TiZ SURROUNDING SIDEWALK. ACCESSIBLE EDGE WITH PPE BOLLARD PLANTERA 2. CONSTRUCT PER A.P.A. STANDARDS. SEE SITE PLAN (TYP.) SIDEWALK z 3. FEFE3 f0`NLANS FCR ADJACENT SLOPES. " a m 8.33% MAX 4. THE CROSS SLOPE OF THE RAMP SURFACE 6 FULL HEIGHT CUB 6' r n -� SHALL BE NO GREATER THAN 1:50. O I 1CAL) �P ( a A, I A ., o" SIDEWALK 1$' , o" - - - - - - - og R3 B Q I 9' r o" 00 ...... - 10 22.5'RTYPICAL ACCESSIBLE STALL STRIPING M TRAFFIC YELLOW PAINT ALONG THE L x -� I I--- --I I of CART 16 VERTICAL FACE OF THE RAMP LO c�i CORRAL I ROUNDED (TYP. BOTH SIDES) CONTINUOUS WITH A 6" STRIPE ON THE 0 STALL TOP OF THE WALKING SURFACE CONCRETE CURB CONCRETE CURB VAN V '\ % R12' I 8.33% MAX. , L END CONCRETE CURB. BEGIN 6 TAPER FROM 6" TO FLUSH TRAFFIC YELLOW PAINT ALONG THE C 9 --� - N 6 5' T oo ° VERTICAL FACE OF THE RAMP o °�° CONTINUOUS WITH A 6" STRIPE ON THE TRUNCATED 4" TRAFFIC BLUE INTERIOR STRIPE IN 4" WHITE PERIMETER STRIPING, OR COLOR AS 3 MIN. PLAN FINISHED GRADE TOP OF THE WALKING SURFACE DOMES SET IN GONG. 3' WIDE ACCESSIBLE STALL- INTERIOR BLUE SPECIFIED BY LOCAL CODE, WITH TRAFFIC ACCESSIBLE PARKING SYMBOL 4" LANDING AREA 4" AGGREGATE BASE COURSE STRIPE SHALL DIRECTLY ABUT WHITE BLUE INTERIOR STRIPE IN ACCESSIBLE STALL. PERIMETER STRIPE (TYP.) INTERIOR BLUE STRIPE SHALL DIRECTLY ABUT LOCATE AT EDGE OF PARKING SPACE UNLESS COMPACTED TO 98% OPTIMUM DENSITY No WHITE PERIMETER STRIPE. ACCOMPANIED BY "VAN" LETTERING PER ASTM D698 OR 95% OPTIMUM SECTION A- ADENSITY PER ASTM D1557 ELEVATION A- A' ADA STALL AND LANDSCAPE ISLAND WALKWAY ADA RAMP IN ISLAND ____0WALMART 01/31/11 PACLAND (08/17/11) NTS V-0- 4" 1'-4" 1'-4" V-4- V-4"I I 1'-4' 1� 1 -4" UNLESS SHOWN OTHERWISE TYPICAL CURB 1. WORDS SHALL BE NOTES: «- ON SIDE PLAN AND GUTTER APPLIED IN SIGN TO BE PLACED AT THE SECTIIONACCORDA36 20 OF NCE WITH 1. WORDS AND ARROWS SHALL BE APPLIED IN ACCORDANCE WITH SECTION LEADING/ TRANSVERSE LINES THE MANUAL ON THE OF THE CROSSWALK PER THE 8" WHITE STRIPE UNIFORM TRAFFIC MANUAL ON UNIFORM TRAFFICC CONTROL „•g DEVICES FOR STREETS AND HIGHWAYS. SITE PLAN a °: CONTROL DEVICES E SEE SITE PLAN FOR STREETS AND 2. THESE WORDS AND ARROWS ARE TO BE N, 1 ;,, PAINTED RETROREFLECTIVE WHITE. ro I" 0 2. THESE WORDS ARE 3. OPEN ARROWS SHALL CONSIST OFA 4" TO BE PAINTED ro PERIMETER STRIPE. RETROREFLECTIVE WHITE. LO w > v ( �-• -i �- •-i 5'-0" 4 4 4 s4 + "ONLY" PAVEMENT MARKING AS INDICATED ON PLANS 8" WHITE STRIPE 6" WHITE STRIPES EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY 4'-3" 4'-3" 9 24 CENTERS STROKE WIDTH �4 4J_ 1 NOTE: 4-777 1. MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE REQUIREMENTS 3 3/4" 1 4" _ + + AND AS OUTLINED IN SECTION 36.18 OF THE MANUAL ON UNIFORM TRAFFIC "YIELD" f 1f 3" M d `1 CONTROL DEVICES FOR STREETS AND HIGHWAYS YIELD PAVEMENT MARKING 00 2. MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PER THIS DETAIL STOP LINE 12" a 3. THESE MARKINGS ARE TO BE PAINTED REFLECTIVE WHITE WALMART 03/04/11 NTS -co 3/8" io " 1 4" 4" 1 in 0 G CROSSWALK/PEDESTRIAN CROSSING 2 3• 1 PARKIN 2" 1'-4" 1'-4" 1'-4" 1'-4" FSTOP':'SIGN (TYP.) WALMART 03/03/11 NTS 04/09/08 �- 6 7/8" 1 3/8" " „ AT t 3/8" S36"x36" REET INTERSECTIONS 1'- 0" 1'-0" 1'-0" 1'-0" 1 3/8" 30"x30" WITHIN OPEN ARROW MARKINGS (� PARKING LOT USED IN THE PARKING LOT AISLES 1 ( EXTERIOR CURBS: W R WR 18" 3" ALTERNATE PAINTED 20' 30' 30'MIN. H SIGNAGE AND POLE � -3 25' 20' 30 MIN. F 1 7'-3" r: o MOUNTED SIGNAGE 30' 10' 30'MIN. I� 6 1/4" 1 1/2" THROUGH THIS AREA " 0 I ' C= = W = WIDTH (FEET) OF FIRE LANE 00 f R = RADIUS NECESSARY TO ACCOMODATE R 3" / FIRE VEHICLES WR = TURNING RADIUS PAVEMENT WIDTH i LAN f 8 � 6'-0" 6'-0" f r INTERIOR CURBS: " PAINTED SIGNAGE ON TOP 6„ 25'MIN t� 0 EDGE OF SIDEWALK ALONG BUILDING FRONT AND CURBING. • PARKING FIRE LANE NO PARKING FIRG-V 6V a NO POLE-MOUNTED SIGNAGE 12" I 1 I THROUGH THESE AREAS NOTE: ( I1 UNLESS NOTED ON C-1.0. FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH 4" INCH WHITE LETTERS "NO PARKING - FIRE LANE" STROKE WIDTH y4 4 4 = o =-- ---- READING "NO PARKING FIRE LANE". STRIPING SHALL BE PLACED ON THE TOP EDGE SIGN DETAIL N - OF THE SIDEWALK ABUTTING THE PAVED DRIVE OR AS SPECIFIED BY LOCAL NTS SEE PLAN o N 0 0 5 FIRE LANE REQUIREMENTS. 0 a0-7 I I C-8.1 MARKINGS Q13HIJ ONINHYd ON • NOTE: r-----, NOTES 1. SPACING FOR SIGNAGE SHALL NOT EXCEED 50 FEET. SIGNAGE MAY ALTERNATE BETWEEN CURB SIGNAGE AND POLE-MOUNTED SIGNAGE. 1. WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE a WITH SECTIONS 3B.16 AND 3B.20 OF THE MANUAL ON cl� 2. FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH 4" INCH WHITE LETTERS READING "NO PARKING FIRE LANE". STRIPING SHALL BE PLACED ON TOP EDGE OF SIDEWALK UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND � 1 ABUTMENT PAVEMENT OR AS SPECIFIED BY LOCAL REQUIREMENTS. HIGHWAYS. THESE WORDS AND BAR ARE TO BE PAINTED 3. POLE-MOUNTED SIGNS SHALL BE MOUNTED NO LOWER THAN 4' AND NO HIGHER THAN 7' FROM FINISHED GRADE TO THE BOTTOM OF THE SIGN, AND A SETBACK FROM THE 2. RETROREFLECTIVE WHITE. SOLID ARROW MARKINGS o, EXTERIOR CURBS: CURB SURFACE TO THE LEADING EDGE OF THE SIGN AT 2 FEET. SIGNS SHALL BE 12 INCHES WIDE BY 18 INCHES HIGH. SIGNS SHALL HAVE REFLECTIVE RED LETTERS ALTERNATE PAINTED SIGNAGE AND POLE AND BORDER ON A REFLECTIVE, WHITE BACKGROUND. THE WORD "NO" SHALL BE PRESENTED IN A REVERSE COLOR ARRANGEMENT IN THE UPPER LEFT-HAND CORNER. USED AT EXITS FROM THE PARKING LOT TO PUBLIC STREETS 0 MOUNTED SIGNAGE THROUGH THIS AREA SEE "NO PARKING - FIRE LANE* SIGN DETAIL. FIRE LANE MARKINGSSTOP SIGNAGE AND MARKING PAVEMENT MARKINGS FIRE LANE STRIPING a PACLAND NTS WALMART 12/17/04 PACLAND NTS WALMART 03/04/11 NTS WALMART 03/03/11 NTS E PRQC i NO. Date I«3y IE?vSl+ n-DE?SCtR itl()C1'' Designed Iy. Issue Date. MSB KCS �� GIFR _ Walmart #5935-00 0 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS / O4/O6�1Z `2i 891PE , 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS DCWt1 � �� ► s PAVEMENT MARKING DETAILS C-8.1 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS KCS PERMIT o GO 7600 SW DARTMOUTH ST p o0 j 'Checked gyp 131'!.>jeCt Nt?. stigwN' 2NG�-� 6400 SE Lake Road T (503)659-9500 Suite 300 F (503) 659-2227 TIG RD OR 97223 SN 20-001-091 RENEWS 12/31/12 Portland, OR 97222 www.PAcLAND.COM f 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 _1, 6 17 18" ONAWHITEGEND ON WHITEBLACK ON ON WHITE BLACK SND ON WHITEBLACK GEND BACKGROUND BACKGROUND ,8 BACKGROUND 24" BACKGROUND �' � r 36' EQ. 30" EQ 30' EQ. A _ , <t in _ In DELIVERY a r TRUCK- N TRUCK N = TRUCK 00 N _00 VIDEOTAPED E ENTRANCE EXIT TRAFFIC 1STO NLY B EQ' WHITE LEGEND RED BACKGROUND WHITE LEGEND RED BACKGROUND ALL SIGN LETTERS TO COMPLY WITH STANDARD ALL SIGN LETTERS TO COMPLY WITH STANDARD ALL SIGN LETTERS TO COMPLY WITH STANDARD ALL SIGN LETTERS TO COMPLY WITH STANDARD ALPHABETS FOR HIGHWAY SIGNS (SERIES C 2000) ALPHABETS FOR HIGHWAY SIGNS (SERIES C 2000) ALPHABETS FOR HIGHWAY SIGNS (SERIES C 2000) ALPHABETS FOR HIGHWAY SIGNS (SERIES C 2000) r'.. R1 -1 R1 -1 TRUCK DRIVE TRUCK ENTRANCE TRUCK EXIT DELIVERY TRAFFIC ONLY 18 X24" 36"x36" 30"x30" SIGN SIGN SIGN SIGN "STOP" SIGN "STOP" SIGN N.T.S. �� N.T.S. N.T.S. �� N.T.S. VIDEO SURVEILLANCE WtS N.T.S. N.T.S. 30" 30" 36" C EQ. EQ. EQ. EQ. (SEE DIRECTION INDICATED AT SYMBOL) 36" 60" 60" 24" co U) TRUCK .4. TRUCK ItTRUCK � • • N � ENTRANCE ENTRANCE51, ENTRANCE ONLY LONLI( , ONLY ONLY ONLY M D a _ BLACK SYMBOL AND BORDER RED CIRCLE AND DIAGONAL BLACK LEGEND ON WHITE BACKGROUND BLACK LEGEND ON WHITE BACKGROUND BLACK LEGEND ON WHITE BACKGROUND STANDARD RED AND WHITE SIGN ON WHITE BACKGROUND 11� V 10" ,o" ,o" ,Q" 10" lo" EQ. EQ. 4.5" R3-8 R3-8a R3-8b R5-2 ("OK" IS OPTIONAL) R 5-1 " " " " "TRUCK ENTRANCE" BLACK LEGEND ON WHITE BACKGROUND (TYP) ADVANCE INTERSECTION DO NOT ENTERNO TRUCKS LANE CONTROL SIGNS SIGN SIGN ALL SIGN LETTERS TO COMPLY WITH STANDARD HORIZONTAL ALIGNMENT (TYP) n ALPHABETS FOR HIGHWAY SIGNS (SERIES C 2000) SIGN ( W/ARROW VERTICAL ALIGNMENT (TYP) N.T.S. N.T.S. N.T.S. N.T.S. E 24" 24" 30" EQ. EQ. EQ. EQ. (SEE DIRECTION INDICATED AT SYMBOL) 12` --------- 24' 24" • ,It _ �7 _ 18'X24' SIGN OR 7—8 TRUCK TRUCK ONE ONE TYPICAL AT ALL Ilm"WIN D.N.V. a' N O PARKINGMAKvLWaT awlr WHITE SYMBOL AND TEXT Fri Fri TRUCK � PARKING �� ON BLUE BACKGROUND _ ,.5" = M WAY WAY �,6p Nmmi _ � _ � arts .am F N EXIT EXIT = N N YAC ACCESSIBLE LOADING v,+,,, 1.5" 1.5" EXIT PARKING SPACES WH°R�LT 8B ' GUE BLUE BACKGROUND _ - TYPICAL ATON �ALL WHEELCHAIR 14 iO cO BLACK LEGEND ON WHITE BACKGROUND PARKINGYSPACES USER ONLY OR7-8C RED LEGEND ON WHITE BACKGROUND WHITE TEXT ON R6-2L R6-2R R7-6 1 24' BLUE BACKGROUND 7" 10" 7" 7" 10" 7" EQ. EQ. 4.5' NOTES: 'N 0 PARKING - LOADING 1. BOTH SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST MUTCD EDITION, WARNING SIGNS W11-2 (TOP) & W16-7P (BOTTOM) WITH "TRUCK EXIT" ZONE" SIGN BACKGR«;NUGEND ON A FLUORESCENT YELLOW-GREEN ACCESSIBLE PARKING SIGN BLACK LEGEND ON WHITE BACKGROUND (TYP) ALL SIGN LETTERS TO COMPLY NTH STANDARD HORIZONTAL �1 N.T.S. "PEDESTRIAN CROSSING" SIGN r� N.T.S.G ALPHABETS FOR HIGHWAY SIGNS (SERIES C 2000) SIGN ( W/ ARROW ALIGNMENT (TYP) " ONE WAYSIGNS N.T.S. E] N.T.S. N.T.S. SIGN DETAILS WALMART 3/3/11 - PACLAND RESERVED NTS PARKING NOTE: ALL SIGNS HTRUCK THANL36" ITO NR WIDTH GREATER ENTRANC� SHALL HAVE TWO 5/16- D 5 O VAN POSTS, FLANGED BOLT CESSIBL SIGNAGE OTHER THAN SIGNAGE OTHER THAN - - ACCTRUCK ENTRANCE (PED XING, STOP, ETC.) (TRUCK EXIT, NO THRU S516- GR ERRATED 5 4 O o� ~ TRAFFIC, ETC.) FLANGED NUT � GALVANIZED NOTE: THE MIN. HEIGHT I SQUARE TUBE OF THE BOTTOM OF THE i LOWEST SIGN SHALL BE 3 O LAYOUT PER STRIPING 7'-0'. ;,� DETAIL/SITE PLAN GALVANIZED E SQUARE TUBE GROUND SURFACE a USE 6" SCH. 40 STEEL PIPE FILLED W/ z^ a - CONCRETE WITH TOP I NOTE: THE MIN. HEIGHT c� ROUNDED AND PAINTED �1 USE 6' SCH. 40 STEEL PIPE LO THE BOTTOM OF THE - 0 0 LOWEST SIGN SHALL BE PLAN VIEW PARTIAL ELEVATION "• - LAYOUT PER STRIPING TRAFFIC YELLOW GNU I FILLED W CONCRETE WITH TOP WHEN SIGN IS IN PAVED r / I 7-0"• DETAIL/SITE PLAN Pt"OtC�CteCI ROUNDED AND PAINTED TRAFFIC SQUARE TUBE BREAK AWAY POST E°• 1 °• EQ. E°• Natural APEc'1 N AREA OR SIDEWALK a YELLOW QdL`[WHEN SIGN IS IN Q CD SLOPE TOP PAVED AREA OR SIDEWALK N.T.S. _ SEE BREAK AWAY TUBE ' rw"a ur sox«w."t asn• OF CONCRETE POST WHEN PIPE BOLLARD SLOPE TOP SEE BREAK AWAY TUBE NOTES: a xw..rw p"e"cr"wa.nwMm. r; 'I ( IS NOT REQUIRED. C N POST WHEN PIPE BOLLARD 1• ALL SIGNS SHALL COMPLY NTH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL IS NOT REQUIRED. HIGHWAY ADMINISTRATION'S 'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES', GROUND/PAVING Q GROUND/PAVING LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH POST WITH SIGNS POST WITH SIGN S a� SURFACE •" ( ( ca• ,ts6m, srnin SURFACE MANUFACTURER'S INSTRUCTIONS. '•� '•t • NEVER LESS THAN 9' •. «�� . 3 3 3500 P.S.L ` r • 3 - 2. GALVANIZED SQUARE TUBE •. .' 3500 P.S.I. • �' (UNLESS STOP SIGN IS USED) P.C. CONCRETE -' A ¢ P.C. CONCRETE f. 1•' �•�. , POST TUBES - 2"x2"x3/16" 14ga POST TUBE SHALL MEET ASTM A1011 GRADE 50. CURBED ISLAND - 90' PAINTED ENDCAP - 90' <.�'' �I1 :•' a POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. N 40 �: a 4 a, 1 'I{i. 1TX1B"SIGNS SHALL BE PLACED IN A MANNERAS TO CLEARLY IDENTIFYTHE SENSITIVE p � 1%.• .: :•. III( - AREAAND VEGETATED CORRIDOR AS WELL A6 AT ALL POINTS OF ENTRY SUCHAS THE ANCHOR TUBE - 2-1/4"x2-1/4'x3/16' 14ga BEGINNING OF PATHS.TRAIL HEADS AND ANY PLACE THAT THE PUBLIC MAY WANT OR BE HEAVY DUTY ANCHOR TUBE% W � 'T� �'' .•• v e .. I IIJ s STRUCTURAL TUBE AND STEELALL SHALLEET BE HOTS DIP GALVANIIZED PER ASTM A123.GRADE B. SIGN LOCATIONS - 90' PARKING ABLE TO ENTERAREA THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF o . 1'-6"• ' —r,-T- 4'-0' f 1 -B l 12". THE ANCHOR TUBE SHALL BE A MINIMUM 48' DEEP WITH 3' MIN. 4' MAX. ' I EXPOSED ABOVE FINISH GRADE. 4'-0" SINGLE POST DOUBLE POST SIGN BASE DETAILS2 VEGETATIVE CORRIDOR SIGNAGE 3 WALMART 3/4/11 - PACLAND NTS TI E .- "ir,7.'7' rr � ate.--,' No. Date R@VISI© I: besigned By:, IssueC � F •1 n a Walmart *.* #5935-000 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS KCS 04/06/12 891PEDr.awn � � g � 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS - , Q a 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS KCS PERMIT moi, 01 PARKING LOT SIGN DETAILS C-8.2 s N 14,zo 7600 SW DARTMOUTH ST j Checked,B PrOJeCt IVO. tiq{yN L NG`� 6400 SE Lake Road T (503)659-9500 Suite 300 F (503) 659-2227 TUARD OR 97223 SN 2O-001-091 RENEWS: 12/31/12 Portland, OR 97222 WWW.PACLAND.COM 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 6 17 A 6" SCHEDULE 40 STEEL X66 CART CORRALS WILL BE PROVIDED BY WAL-MART PIPE FILLED W/ CONCRETE / `L� AND ASSEMBLED/INSTALLED BY THE CONTRACTOR WITH TOP ROUNDED AT THE LOCATIONS SHOWN ON THE SITE PLAN. PAVEMENT OR B 2'-0" FINISHED 6" TRAIL WIDTH PER PLAN 6" GRADE 8, SHOULDER SHOULDER 2" THICK HMA CLASS 1/2: PG64-22 � X o a �y. 18" CONCRETE PAD �Opfp 6° THICK BASE COURSE 3" COVER OVER GRgO/Hc p CONCRETE FOOTING FINISH FL00 4" CONCRETE 3 500 PSI _ �4N CROSS SLOPE PER PLAN _ -III_ -- `" /� a6" (MIN.) SLO_ PE- EDGE OF LANDSCAPING III=III epGy�q�7Nc c ,,� ° FILL POSTW/ . . . . . . . W ', CONCRETE . ^ . . . " . -III1 I-III-III- I=1 1=I I-1 I I=III=I1 I1 I -III-I 3500 PSI P.C. CONCRETE 4" CRUSHED AGGREGATE BASE SUBGRADE: MINIMUM (TYP) COMPACTED MATERIAL PREPARE IN ACCORDANCE NOTE: WITH SPEC 02300 OF THE ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW PROJECT SPECIFICATIONS PIPE BOLLARD__0 SINGLE CART CORRAL 2 VEGETATION FREE ZONE 3 PEDESTRIAN PATH �j WALMART 6/24/04 NTS WALMART 1/21/03 NTS WALMART 6/24/04 - PACLAND NTS NTS — l— — - �--�--� E FIFEUIL 18650 FOOTING DRAIN ALONG BUI NG PERIMETER. I REFER TO ARCHITECTURAL LAMS FOR DEIAIIS AND LOCATION OF FOOTING DRAT f f � CONNECT FOOTING DRAIN TO MH /8 I IE 177.00 CONNECT FOOTING DRAIN TOMH 155 F IE: 175.00.0.00 FACE OF CURB 4' CHAIN UNI(g) G GUTTER 6 \ FENCE C-s.i % �6" 1'-6" PER f MIN. MIN. SITE PLAN I BUILDING FIFE = 180.00 / I H E CONNECT FOOTING i 1 i i I DRAIN TO MH #32 4 GUIDE RAIL C�9.t - - 1 IE 172.80 FACE OF CURB FACE OF CURB o ARCHITECTURAL CONCRETE CONNECT FOOTING Q INSTALL 2" GALVANIZED (SEE ARCH. PLANS) DRAIN TO MH #12 U STEEL HANDRAIL (2 EA) GUTTER I / IE: 170.90 I FOOTING DRAIN ALONG BUILDING PERIMETER. REFER TO ARCHITECTURAL PIANS FOR DETAILS AND LOCATION OF FOOTING DRAINS. E C I 2" GALVANIZED STEEL HANDRAILS48" 12" EXISTING WETLAND BUFFER r SET IN 3" SLEEVES WITH NON-SHRINK GROUT f CURB AND \ 12" D RETAINING WALL GUTTER l �� O � M \ c"IPROPOSED �/ w+ " \ \ FOOTING DRAIN ALONG BUILDING PERIMETER. � ^' A. REFER TO ARCHITECTURAL PLANS FOR DETAILS AND PARKING LOT 48" ( 12" LOCATION OF FOOTING DRAINS. \ BUILDING CONNECT FOOTING I 1 12" TYP. FFE = 176.00 C I DRAIN TO MH #37 I - =ll -n I@ 175.00 \ — 1 I 111-111-111-iii1�1�I ` � N " - =�=I #4 REBAR 0 18 O.C. (TYP.) r i �i iiTir 4" BASE ROCK COMPACTED SUBGRADE TYPICAL STAIR SECTION GUIDERAIL AND FENCE ADJACENT TO RETAINING WALL / FOOTING DRAIN DETAIL � 4 NTS PACLAND NTS NTS C O H __ \\Cv.S \\ ?� LCR c Cti'. �� ...,...'.., . ., ,,,. , , 1 t...? ;:,�+„cYawt.F, r. .....r: ,�, e.�`Ac.. '+<ra,�, s__ ;'K , . ,z°�.x-a.,.,�esa"u•'sa ";b6r- .. _.a �g5".p-'.see, 4 Cy. ti'ac� ,,..,,... Essommossm, E No. C?...k@ ... .By . I.�t1 Description C�esigned Sy Issue Date: \ . ��5 I NeE� Q 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS KCS 04/06/12 s1PE Walmart �,� #5935-00 0 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS IaF�IW1I By Issue y/y ©/' _ , 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS KCS PERMIT111111-111 %1111 U, o t4 ,o°` a 7600 SW DARTMOUTH ST SITE DETAILS 1 C-9.0 GheCked ByN Ftct No yq{yN NG`� 6400 SE Lake Road T (503) 659-9500 a Suite 300 F ( LTIGARD, OR 97223 SN 20-001-091 Portland,OR 97222 ww.P cLAND.COM RENEWS: 12/31/12 1 2 3 4 5 6 17 8 9 10 11 1 12 1 13 1 14 15 1�� I 17 , A e� BID NOTE: ALTERNATE POROUS CONCRETE IS PROVIDED LAPIN DIRECTION of TRAFFIC n ON THIS SHEET FOR BIDDING PURPOSES ONLY 4" DEPTH POROUS CONCRETE PER PROJECT SPECIFICATIONS A CONSTRUCTION JOINT WITH EXPANSION MATERIAL 12'-6" (MAX) END PANEL I INTERMEDIATE I PANEL 12-6 (MAX) END PANEL 6" MIN. CLEAN, OPEN-GRADED � AGGREGATE BASE COURSE AS ELEVATION 3-1/4° SPECIFIED ON THIS SHEET -27-1/2* 1-1/4" 6-1/4" 21-1/4" 5/16° OVAL . 5/8° 1-1/4" 1/16° SHOULDER � 12-1/2 \ - NON-WOVEN GEOTEXTILE FABRIC COMPACTED SPEC 2300, SLOPED MNR LAP o + (MIRAR 160N OR EQUAL) C , + FOR POSITIVE DRAINAGE 3-3/8° o o 5/8" DIA. 15/16"R BUTTON 7/8tl HEAD 15/16°� x 1/16° NOTE: POST BOLT SAME EXCEPT LENGTH DEEP RECESS 8'-0" MAXIMUM 2tl spucE Bar ONE SIDE 1 ��TT " 4'-0" TYPICAL Na t2 JOINT SPACING d - 12-1/2° 5/8"X 2' POST BOLT, �+ STEEL PLATE WASHER, CUT P 2° 4-1/4° S1EEL WASHER AND NUT 7" 15/16"R .. P • " • ? 'r p . D i. PER P. 6-1/8 PLAN �, of 1-17/32° .' P.'• ., , ' ' .> P. > ` . TERMINAL SECTION 11/16" x 1" SLOTTED HOLE 12 GAUGE U.S. C 3/4 " \��\\/ \\ STANDARD POROUS PAVEMENT NATURE PATH JOINTS TO BE CUT IN FRESH PAVEMENT WITH A POROUS CONCRETE JOINT CUTTING TOOL ONLY. 2-1 (STEEL) SLOT 29/32" x 1-1/8" SLOTTED HOLES M \ / MOUNTING HOLE M RAIL SPLICE LOLL, too .NOTE: - BOLT TO BE ON AWAY ROM DE E 1-1/2° �8tl l7 /1�.op APPROACHING TRAIFFIC WHERE.FEASIBLE 3" O , STEEL POST NOTES: TOLERANCE � 1. POROUS CONCRETE INSTALLATION SHALL BE IN ACCORDANCE WITH PROJECT SPECIFICATION 02755. 1-3/4°x 3"x 1/8" WASHER NOTE: 1-1/16" 2-1 4" Porous Asphalt Surface STEEL PLATE WASHER ALL GUIDE RAIL ELEMENTS, FASTENERS, AND TERMINAL / CUT STEEL WASHER SECTIONS SHALL MEET THE.REQUIREMENTS OF AASHTO M 180 Choker Course 2. INSTALLATION OF POROUS CONCRETE SHALL BE PERFORMED BY A NATIONAL READY MIXED CONCRETE ASSOCIATION NRMCA FOR POST BOLT 3-3/16" ( ) GUIDE RAIL SECTION A-A Drain Rock(Storage and infiltration) POROUS CONCRETE TECHNICIAN WITH SUCCESSFUL INSTALLATION EXPERIENCE. SEE SPECIFICATION 02755 FOR DETAILS. F WALMART NTS 1 Non-woven Geotextile Fabric 3. THE FULL EXTENT OF THE POROUS PAVEMENT SHALL BE FENCED OFF UNTIL THE COMPLETION OF EARTH MOVING Slop d to drai CONSTRUCTION ACTIVITIES TO PREVENT COMPACTION OF THE SUBGRADE BY CONSTRUCTION VEHICLES, TRACKING OF DIRT ONTO Subgrade THE POROUS CONCRETE AREA, AND STOCKPILING OF CONSTRUCTION MATERIAL THAT MAY CLOG THE SURFACE. 4. DURING EXCAVATION OF NATIVE SOILS TO THE BOTTOM OF THE FACILITY, RAINFALL MAY CAUSE FINES TO CLOG THE NATIVE SOIL SURFACE OF THE FACILITY. IF THE NATIVE SOIL HAS BEEN EXPOSED TO RAINFALL, HAND RAKE THE SURFACE TO A DEPTH OF 3 INCHES TO RESTORE INFILTRATION CAPACITY. . G 10'-0° MAX. The path that you are walking on is porous asphalt: Porous pavement is one of 5. AGGREGATE BASE COURSE SHALL BE DELIVERED CLEAN (2% WASH LOSS) AND WASHED ON-SITE TO REDUCE WASH LOSS TO many Low Impact Development Approaches (LIDA) used to minimize the 0.5%. THIS MAY BE DONE BY HOSING THE ROCK OFF WHILE STILL INTHE DELIVERY TRUCK OR AFTER STOCKPILING. SCOOP FROM impervious footprint of developments and protect natural resources, Specifically, THE TOP AND PLACE ROCK. HOSE OFF AS NEEDED AS THE PILE DIMINISHES SINCE FINES WILL MIGRATE TO THE LOWER LEVELS , porous pavement is water-permeable pavement that infiltrates precipitation and OF THE PILE DURING WASHING. 5 PEDESTRIAN PATH reduces stormwater runoff flows and volumes. The porous pavement surface allows - VINYL COATED (BLACK) 3' DEPTH POROUS stormwater from the path to infiltrate into the ground, thus minimizing the amount 6. POROUS CONCRETE MUST BE COVERED WITH POLYETHYLENE SHEET NO LATER 10 MINUTES FROM THE TIME THE POROUS CHAIN LINK FENCE ASPHALT PER PROJECT of impervious area on the site. CONCRETE IS DISCHARGED FROM THE TRUCK. THE COVER SHALL OVERLAP ALL EXPOSED EDGES AND SHALL BE SECURED o: M SPECIFICATIONS WITHOUT USING DIRT OR STONE. PLASTIC SHEET SHALL REMAIN SECURELY IN PLACE FOR A MINIMUM OF 7 DAYS, UNINTERRUPTED. HPorous asphalt is poured in place and resembles its solid counterpart, except the a � +E 6 1" 1" 6" fines (sand and finer material) are removed to create more void space for water to 7. AGGREGATE BASE COURSE BENEATH THE POROUS CONCRETE PAVEMENT SURFACE SHALL MEET THE FOLLOWING: _1k flow through. As shown in the typical section above, porous asphalt comprises the A. MAXIMUM WASH LOSS OF 0.5% klo surface layer of the permeable pavement structure. The subsurface components of B. MINIMUM DURABILITY INDEX OF 35 oy�� the porous pavement path include a gravel "choker" course and an open-graded C. MAXIMUM ABRASION OF 10% FOR 100 REVOLUTIONS AND MAXIMUM OF 50% FOR 500 REVOLUTIONS. _ - base reservoir for storage and infiltration. D. AASHTO N0. 3 GRADATION AS FOLLOWS - 3'-0° MIN. �� %��%��% �%��\�� \1(/\! 6" MIN. CLEAN, OPEN-GRADED 1" THICK CHOKER COURSE LINE POSTS \' \.�\r� \.�\.�\\r\�� ,�\aLi AGGREGATE BASE COURSE "(TYP.)3 .0% US STANDARD SIEVE SIZE PERCENT PASSING 3'-6" MIN. SEE THE SITEWORK SPECIFICATIONS FOR 2 i/2" 100 GATE OR THE SIZE, TYPE, AND GAUGE OF 2" 90-100 CORNER POSTS 4 TIMES POST DIA. NON-WOVEN GEOTEXTILE FABRIC COMPACTED SUBGRADE PER �i MATERIALS THAT WILL BE USED FOR SPEC 2300, SLOPE 2% MIN. CONSTRUCTION OF A CHAIN LINK FENCE. (MIRAFl 160N OR EQUAL) 1 1/2" 35-70 N - FOR POSITIVE DRAINAGE NOTE: _ 1. SEE SITE PLAN FOR LOCATIONS OF POROUS PAVEMENT SIGN. 1" 0-15 C) 1. 1/2" 0-5 2. REFER TO SHEET C-8.2 FOR SIGN BASE DETAILS. N N !n 3 4' HIGH CHAIN LINK FENCE POROUS ASPHALT SIDEWALK SEC_ TION3 18" x 24" POROUS PAVEMENT EDUCATION SIGN 4 POROUS CONCRETE SIDEWALK SECTION (ALTERNATE) NTS 2 PACLAND NTS NTS PACLAND NTS rn N C N On C E o, 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS KCS "0411/12 `� 891 PE 4 V%R Walmart 0 % #5935-�0 0 2 8/7/12 PACLAND REVISED PER TvwD COMMENTS KCSPERMIT o N1FAAM 7600 SW DARTMOUTH ST SITE DETAILS II C-9.1 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS N o mow. 'y 14 G�� 6400 SE Lake Road T (503) 659-9500 q N L. N / Suite 300 F '(503)659-2227 TIGARD SN 20-001-091 RENEWS: 12/31/12 Portland, OR 97222 WM.PACWD.cow 1 OR 97223 1 2 3 4 5 6 7 8 9 10 12 13 14 15 1 16 17 POLE-TO-BASE PLATE WELD ANCHOR NOTE: SHALL COMPLY WITH AWS 1. ASTM F 1554 GRADE 36 ANCHOR BOLTS. SPECS. AT TOP AND BOTTOM BOLTS 2. BOLT CIRCLE DIAMETER TO MATCH POLE HANDHOLE WITH COVER REMOVED POLE- & LIGHT OF .BASE PLATE. BASE PLATES AND BOLT PATTERN. A BASE PLATE BOLT HOLE 45• BURNDY COPPER #KPA4C 1/4" STEEL LEVELING PLATE- FIXTURE 9.S SPEC:F"!ED TYP GROUNDING LUG WELDED SCRULUG AND TIN PLATED SAME SHAPE AS BASE F „ �iANiSHOL_ OR POLE BASE PLATE ND 0 -3 3/4 TO INSIDE OF POLE NUT AND BOLT OR BURNDY RANSFC)RII PAS-7 - BOLT PATTERN PER COPPER #KC20 SERVIT COVER SHROUD #3 TIES AT 16" O.C. 5/8"x 12' (MIN) COPPERWELD MANUFACTURER'S N TWO PIECE BOLT ATTACHED TO GROUNDING LUG GROUND ROD CONNECTED TO RECOMMENDATION o COVER REQUIRED GROUT (CHAMFER) 3/4"x4' GALVANIZED STEEL EQUIPMENT GROUND WIRE AT I c^v #4 GROUND CABLE ATTACHED ANCHOR BOLTS, 4-#8 VERTICAL GROUND LUG IN POLE 00 N LOCKING WASHER _ _ TO GROUND ROD 4 REQUIRED MINIMUM REINFORCING IF SUPPLIED BY NUT CONCRETE BASE WITH BARS PLACED INSTALLATION IN CONCRETE SITE LIGHTING VENDOR HORIZONTAL HOOPS " I '_I ADJACENT TO PAVING REQUIRES CONTINUOUS LIGHT FIXTURE ORIENTATION-/ 24" DIA. CONCRETE FOUNDATION " #5 0 12 OC AND 8 c B ANCHOR BOLTS 1/2" EXPANSION JOINT MATERIAL (SEE SITE PLAN FOR JUNCTION BOX (POLES DESIGNATED WASHER 5 MIN., 5.5" MAX. #5 VERTICAL WITH "CAM" SUFFIX ONLY, I.E. LEVELING NUT BOLT PROJECTION ALL AROUND. SEAL WITH JOINT ORIENTATION TO BUILDING) I �-. CONDUIT AS REQUIRED SEALER PER SPECIFICATIONS BGHTAPOLE BFLUSH ASE.NTH LOCATEFACE OF (MAX 1" FROM 777,/x//\//�//�//� I �. . /////� /�//��//. '` ' CONCRETE) BASE PLATE PER \, JUNCTION BOX (POLES JUNCTION BOX TOWARDS FRONT OF SPECIFICATIONS / 'I I • �/ �� DESIGNATED WITH "CAM" SUFFIX BOLT COVER TYPICAL BUILDING. JUNCTION BOX SHALL CONDUIT - SEE \� SECTION A—A ONLY, I.E. BV-CAM), LOCATE BE CARLON PART NUMBER ANCHOR BOLT ELECTRICAL DWG. /<q BUILDING. J L BETWEEN TOP AND SECOND TIES SECTION B — B E1212C24 WITH E1212DIV FIELD DETAIL C :a POLE MINIMUM INSTALLABLE DIVIDER REFERHEIGHT EMBEDMENT SPECIFICATIONS "A" 1/0 GROUND CONDUCTOR _ 10'-0" 4'-6" t v: C CONNECTED TO GROUND 20'-0" 6'-6" LUG IN BASE OF POLE 30'-0" 8'-6" CONNECT ALL EQUIPMENT - i� 12 1/2" 40'-0" 11'-O" 35' STEEL TAPERED POLE '�' z 2'-0" B B GROUND CONDUCTORS TO 'z X o- BOLT CIRCLE PER SPECIFICATIONS. POLE Cq ¢ 61/4 SHALL BE MADE PLUMB WITH GROUNDING LUG IN POLECY N a RgOjU DIA LEVELING NUTS. TEMPORARY CAP ALL CONDUIT 00 rn o_ TYPICAL LIGHT POLE BASE HAND HOLE WITH COVER 1'-6" FROM BASE OF POLE. 5/8"x 12' COPPERWELD GROUND ROD ELECTRICAL 4"x 6" MIN. CONNECTED TO EQUIPMENT GROUND WIRE AT GROUND LUG IN POLE TYPICAL ANCHOR BOLT SPACING LIGHT POLE DETAIL aeanWate;�Semces DETAIL "C" \ JN DRAWING NO. 1081 REVISED 12-03 Our commitment is clear. PROVIDE JUNCTION BOX ON POLES DESIGNATED WITH "CAM" SUFFIX ONLY (I.E. A TYPICAL PEDESTRIAN LIGHTING POLE BASE DETAIL A 6 BV-CAM). REFER SITE PLAN FOR SECURITY I ' EE � 8"X 4"X 2 3/4" 2 POLE LOCATIONS. (4) ANCHOR BOLTS 1.25 DIA. JUNCTION BOX CWS PACLAND o x 42" LONG x 6" HOOK 45 FINISH GRADE M LIQUID-TIGHT \ \\ \\ CONNECTOR 9" STEEL BOLT BASE TEMPLATE FOR 3/4" ANCHOR BOLTS \ %,/�, /,\ \ \/, L E `/ \�\\ \\/\\ / P N: DIR0005 9. 2" SECURITY CAMERA CONDUIT _ (POLES DESIGNATED WITH — 4-#8x8' (MIN) LONG BARS r6-1/2" ON CENTER "CAM" SUFFIX ONLY, I.E. EQUALLY SPACED BOLT SQUARE r BV-CAM) o z �t ANCHOR BOLTS: GROUND ROD: 1" MIN. LIGHTING CONDUIT—/ I M #3 TIES ® 16" O.C. MAX Al - (4) ASTM F 1554 GRADE 36, 3/4" ANCHOR G1 - MINIMUM 3" EXPOSURE AT TOP OF FOUNDATION, 9 3/16" ON CEN R 6-1/2" ON CENTER VERTICAL AND HORIZONTAL 9 BOLTS PER SPECIFICATIONS WITHIN BOLT CIRCLE Y BOLT SQUARE BOLT SQUARE A2 - BOLT CIRCLE DIAMETER 9.1875" TO MATCH POLE G2 - GROUND ROD SHALL BE MINIMUM 0.625" DIA. X F BARS SHALL BE FIELD TIED. 3" MINIMUM COVER TYP WELDING NOT PERMITTED. BASEPLATE 8 FT LONG, COPPER CLAD Color, SUPPORT REINFORCEMENT IN I I - \ If A3 - ANCHOR BOLTS SHALL HAVE HEADS OR NUTS Btack ITS PROPER LOCATION FROM WITH THE THREADS STAKED AT TWO PLACES THE FORMWORK DURING J o BELOW THE NUT OR TACK WELDED, EMBEDDED IN CONCRETE OPERATION. M N z N FOUNDATION 8-1/4" MIN TO 10-1/4" MAX A4 - ANCHOR BOLTS SHALL BE 39" LONG WITH 33" 2' BELOW FROST LINE 24" ALLOWABLE BOLT CIRCLE EMBEDMENT IN CONCRETE A5 - BOLT PROJECTION OF 3.25" ABOVE FOUNDATION, DIAMETER AS RECOMMENDED BY THE MANUFACTURER REINFORCEMENT: Ordering Guide R1 - VERTICAL REBAR SHALL BE 7-#6 EQUALLY SPACED INSIDE OF HOOPS s767s LUMINAIR SP7675B POLE C �_ A(1� CONDUIT: R2 - HOOPS SHALL BE #4 X 18 O.D., SPACED 4 C1 - CONDUIT SHALL BE RGS IN CONCRETE WITH 6" 0/C FROM TOP OF FOUNDATION TO END OF MINIMUM STUB-OUT ANCHOR BOLTS C3 Al 5 0.50" TO 1" C2 - SERVICE AND FEED CONDUITS SHALL BE RGS R3 - HOOPS SHALL BE #4 X 12" O.D., SPACED 12" G1 OR PVC, AS REQUIRED MIN. FROM THE ANCHOR BOLTS TO BOTTOM OF TRAFFIC YELLOW (SEE NOTE 1) F1 C3 - STUB OUT TO WITHIN 4" FROM HAND HOLE FOUNDATION POLES S' FLAT FLUTED FOUNDATION: W/ 3' TENON a 0.188'-0.267' WALL THICKNESS F1 - THE TOP 3.50" OF ROUND FOUNDATIONS SHALL BE INTEGRATED INTO SIDEWALK OR POURED AS A SQUARE t2 0" 6005—T5 ALUMINUM ALLOY PAD, LARGE ENOUGH TO FULLY SUPPORT THE POLE BASE PLATE AND NUT COVERS. H R1 / F2 - THE FOUNDATION SHALL CURE A MINIMUM OF FOURTEEN (14) DAYS PRIOR TO POLE INSTALLATION OR STD. HAND HOLE % TORQUING OF THE ANCHOR BOLTS. I -III III—III-III III—III=1 F3 - FOUNDATION DEPTH (PD): 48" FOR 12' POLE WITH GE EVOLVE POST TOP. =_ _ _ _ _ 2" LIQUID-TIGHT I�,;,III;III-I I 1=11 1 II—III 2" FEMALECONNECTOC.ADAPTER ' 36" MIN. BURIAL I _III III LIGHT POLE 42" MAX. BURIAL ELEVATION CONCRETE PIER 2" PVC CONDUIT 45 DEGREE BEND 4' NOTES 2" SECURITY (TYP) 2 C1 CONNECTOR NOTES: FOUNDATION DESIGN IS BASED ON THE FOLLOWING SOIL PARAMETERS, WHICH ARE CHARACTERISTIC E 1. EXPOSED CONCRETE SHALL BE PAINTED TRAFFIC YELLOW. CAMERA CONDUIT 2" PVC COUPLING ® ® OF THE PREDOMINANTLY SILTY SOILS LOCATED THROUGHOUT THE GREATER PORTLAND AREA: 2" PVC MALE SOIL INTERNAL FRICTION ANGLE: 26 DEGREES � 1 ADAPTER 3/4" 480V NOTE: SOIL EFFECTIVE UNIT WEIGHT = 110 PCF N NOTES: 24" CURVED LID M POWER CONDUIT 90 DEGREE BENDS IN ANCHOR 2. PROJECT BIDS FOR FOUNDATIONS SHALL BE BASED ON STANDARD DESIGN DEPTH AS SHOWN ON THIS DRAWING. BASE 1. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL JUNCTION BOX I 3 BOLTS WILL NOT BE PERMITTED. ADDITIONAL FOUNDATION DEPTH, IF REQUIRED FOR CONDITIONS AS OUTLINED BELOW IN NOTES 3-6, WILL BE CAST ALUMINUM N - v 11356HM ALLOY 0 2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE. PAVING PAID FOR BY CONTRACT CHANGE ORDER. W/ ACCESS COVER N 3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED 3. SHAFTS THAN ENCOUNTER UP TO 3 FEET OF FILL SOIL REQUIRE THE TOTAL FOUNDATION DEPTH BE INCREASED FILL PER SPECIFICATIONS. 4 „ ° BY AN AMOUNT EQUAL TO THE THICKNESS OF THE FILL N4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF. 2'-0" 4. SHAFTS THAT ENCOUNTER MORE THAN 3 FEET OF FILL SOIL REQUIRE A SITE OBSERVATION AND SPECIAL 5. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVEPOUR FOOTING AGAINST FOUNDATION DESIGN PROVIDED BY THE CITY. CONTRACTOR TO CONTACT THE CITY'S PROJECT ENGINEER TO z NM VALUE OF 1000 PSF. POLE MOUNTED CAMERA DETAIL G2 UNDISTURBED MATERIAL COORDINATE. BASE DETAIL 6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL REFERENCE TEMPLATE 3.1 PRESSURE OF 1000 PSF, UTILIZING AASHTO FIGURE 1.8.2C(4) OF "EMBEDMENT OF POSTS 3" CLEARANCE (TYP.) 5. SHAFTS THAT ENCOUNTER GROUNDWATER LEVEL IN LOWER HALF OF SHAFT REQUIRE A 2-FOOT INCREASE IN #701700915 NOTE: TOTAL FOUNDATION DEPTH. civ WITH OVERTURNING LOADS". ONLY FOR POLE LOCATIONS DESIGNATED WITH 24" ROUND 6. SHAFTS THAT ENCOUNTER GROUNDWATER LEVEL IN UPPER HALF OF SHAFT REQUIRE A TOTAL FOUNDATION N 7. DETAIL FOR 39' POLE WITH MAX. FIXTURE EPA 4.6 SQ.FT. "CAM" SUFFIX ONLY, I.E. BV-CAM. CAMERAS AND OR SQUARE DEPTH OF 1.5 TIMES THE STANDARD DEPTH. HADCO S7G75 8. ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST-IN-PLACE. PRE-CAST LIGHT POLE BASE i FOUNDATIONS ARE NOT ACCEPTABLE. WIRING BY OTHERS. TYPICAL LIGHTING POLE BASE DETAIL POLE BASE FOR ORNAMENTAL LIGHT POLES IN PEDESTRIAN AREAS 6 WALMART 10/2/7 — PACLAND NTS PACLAND 03/28/11 NTS C 50 O H Na: Date B r,Revas,Ion Descrl tion' Degneci By Isu nate ° �, Walmart "I #5935-00 a 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS KCS 04/06/12 � 91PE 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS 'Drawn � (SSU+'" EG 7600 SW DARTMOUTH ST LIGHT POLE BASE DETAILS C-9.2 01 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS KCS PERMIT .�; J 14,10 C) Checked By P1©jeGt � ygwN L NGS 6400 SE Lake Road T (503)659-9500 In Suite 300 F (503) 659-2227 TIGARD OR 97223 SN 20-001-091 RENEWS: 12/31/12 Portland, OR 97222 www.PAcLAND.COM —_ 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 '• o•i 20 SOIL VOLUME REQUIREMENTS AND NOTES / ` r 1. MINIMUM SOIL VOLUME REQUIRED FOR EACH PARKING LOT PLANTER IS 1,000 CUBIC FEET. -O f 11 _ :• 2. OPEN SOIL SHALL BE COMPOSED OF MATERIAL MEETING SPEC SECTION 02900. 3. STRUCTURAL TOPSOIL MIX (UNDER PAVEMENT) FOR TREE PLANTERS SHALL BE O �„ B COMPOSED OF MATERIAL AS DEFINED BY SPEC SECTION 02300. %4' \. mak. I ...........�...... ' 1, Q RETAIL 2 O / E 1 s \ I i I J 12,000 SFt � 1 I<, FFE - 186.5 cg Z _ r r ,r. s [r or 11 c^ O 0 40 80 Irn' 'ibn'piir r (IN FEET) j t� t' _ W ❑ 41) I �, 0) x 1,LLL=LL Ulitti I 2 f 1 / ' 3° 10 'VANI 77TU 771 I Walmart 4 I C-138-NO-NO 1 137,900 SFt 1 FFE = 180.00 LEGEND ; 6° AREA OF STRUCTURAL TOPSOIL MIX FOR TREE PLANTERS 1 6m / 2 5FF1' OPPENSPL PLAN SOIL TER 1.0 EC SECTION 02900 - REFER x TOP/ 1 j OPEN PLANTING SOIL PER SPEC ' AS SHOWN SECTION 02900. REFER TO TOPSOIL PLAN SHEET L-1.0 71 AS SHOWN I Ill t I PARKING LOT FINISHED x � ��.,,� y'v f'. • / / / / -. SURFACE 4 000000000000\\\//\\//\\//\\// 000000000000 1 O� / �' i 0000000 00000 / 00000000000 n �;. ( 0000000000000\ 0000aaooa0000 I `..`:. t STRUCTURAL TOPSOIL MIX FOR TREE PLANTERS . ; n PER SPEC 2300 "I RETAIL 1 *° '' £ I COMPACTED SUBGRADE � 12,000 SFt TREE STRUCTURAL SOIL SECTION A—A (TYPICAL) FFE = 176 ' N 'n 7 I " PACLAND N75 JUNE 2012 CD Lyj Q , �•, C> L ' S19°21 52 P-) 7.92 .- , 'nr i2 .iir 0 F— on cli - r e:.."e � � 'wV.\ }soy -a P % 5{ IT'Q' els FSF� ., � „�,k.•,I 1Y,� .,„” "'"u,a ', a 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS SNI'll 11111 04/06/12 a`v� 0891PEFv Walmart .* #5935-00 TREE STRUCTURAL SOIL 2 8 12 PACLAND REVISED PER TVWD COMMENTS a1a a, 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS SN PERMIT �� oo� _ a - C-10 t 'O , y a ��Q NI 4 1NG�� 6400 SE Lake Rodd T (503)659-9500 7600 SW DARTMOUTH ST VOLUME PLAN / @R Suite 300 F (503) 659-2227 TIGARD OR 97223 SN 20-001-091 RENEWS: 12/31/12 Portland, OR 97222 www.PAcLAND.COM s •o f -,, r. It I ) e TOPSOIL DEPTH SYMBOLS: e 6" of Topsoil Required / 1•' --- 12" of Topsoil Required 3'-0" of Topsoil Required 1;1 Mill * . 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EO I REFERENCE.ERE REF '> • . , tr:ft4 DRAWN AMM ' 11 NOT APPROVED WITH THIS PERMIT ;;;;1;111111;1;;11111, ' . . . . --'--�-.._..----__—__—._._.—._._.—._._.i._._.—._. - �.—._._.—..__. rr,rr,r„nrrn„r,::,,:r,:r:,r,, : r . . . . r r . .`.•-----------------• -- -----------—--—--— CHECKED HSB DATE 4/6/12 TOPSOIL PLAN JOB NO. 0843 0 50 100 150' L NORTH SCALE: 1” = 50' o �l OF 16 i , i kySLEEVING PLAN : 00 1,5 l V r- 0 50 1 0' 3 : a x pp NORTH SCALE: 1" = 50' HAROLD E OREGON w 41 !� LEGEND FOR SLEEVING 2 5GH 40 FVC a \ \ T HESE (2) SLEEVES TO BE 30" DEE P 4"15\ 4" SLEEVE 15 FOR FUTURE USE. _ 4" SGH. 40 FVC — ..—._... 6 5CH 40 FVC GENERAL NOTES EE IN B ;/ � .w,, ," 4"S I' I I �� ,7 - V G TOINSTALLED BY 517E UTILITY , _. }� L CONTRACTOR. 2's } 6"S - IRRIGATION COMMUNICATION GABLE AND IRRIGATION CONTROL WIRE FOR THE COMMON AREA BEIGHLEY & RUN BEHIND THE BACK EDGE OF THE EXISTING / I INC. ti y ASSOCIATES T C 51DEWALK. • SC AES■I . Q r - RETAIL 2 I' 4„s 4 s .. _4 s LANDSCAPE fr Y 1z,000 sFt ) . ! i �. .. ! o L ARCHITECTURE O s� A PLANNING FFE = 186.5 t ....... 11 T 4"S co / / # 2'�5 + 6"s . - POINT OF GON TION .: % 4"s � NEG AND PLA ' 4cc 31 3 3 3 1.... -*- 12840 N.W. CORNELL RD. S -PORTLAND, OR 97229 6 - 98 454 5 I I Ic '� C C C C C C C Q PHONE: 503 643 479 FAX: 503 643 47 JOB NO 0843 4"S / 4°5 4"S 2 5 } 6"5 4"5 _ CA O 4-5 251LU 4"S 4"5 LLI r/ 415 "5 . 4., 4142 333331333333313I315 F 4 4"S o 4"S- , \h" \3 _ \ C C C C - C C' CIC 7 fi4".5 — — — 2"5 } 6"5 , EX15TING I VY METER 11/2" D.V.A. TO BE U5ED 4 4 S 4115 4"5 4 S 4 S \ 4'S :: FOR IRRIGATION - NEW CERTIFICATION / 4 5. !^y4,_ '+1'i 'r hyw 'n REQUIRED FOR D..C,V.A. REFER TOP O.C. DETAIL THIS 5HEET AND L-8 I 441 4"5 1 .. D 2 4"5 1( "5 E 5 IIf T ` ' } e t I 24" MIN. v d Walmart q"rrrJ. ' 2X4'7(5'-PAINT UTILITY 3 5 54:5i ORANGE . z C-138-NO-NO ' � /"" 1 137,900 SFf d,;I — i 180 a CONCRETE CURB N.I.C. y . = /: - C C C C 1 tea., - i . .' a ASPHALT PAVING N.I.C. ; F 2"s t 2-5 4 '. � 6'S 5 ! I � 1 - ..' 14 GA.TRACER WIRE ALONG �,. M . . �a...r_-•;,s,A.:...; �.. o- .n.•x+, . 1 i - - 4'5 —— EACH SLEEVE. SECURE TO EACH .• .r: rise"•m 5 ... 2X STAKE ....... 77 f 2�S t� � I c � � 4"5 _ n 2"5 }7 6"5 / ! +a 3 5 3 HWS w .. �. " \...,.:a•,ri•� ^- - ' ` . ,— I '1� SLEEVING DETAIL !rrs I In 0 / 4::5 / } 1 3'I .._- 3I 313 I ( r I N , ! 41,5 ; - 1 4115 ,i RETAIL 1 4"5 I ?"s 6'S z"s+ ' :: F1 OW c5FNciOR / \\ 12.000 SFt I` } } + J FFE = 176 I 3 3 31 3' \ – -d-' + MASTER VALVE \. Ci 4"S ` I : 1 I � c ' c c c .I �. I+ 3" ISn VAI VF a M I Revisions \ \ 45 S \ ( 2"5 � 6° �, ' LI P.E. 89 COMM. CABLE FROM 514112 WE) I -- ---- I+ F.5. BACK TO CONTROLLER. 6/7/12 1st Issue All 2"S (2) PR. #14 GAUGE CONTROL 9/26/12 Permit - - - — 5 513 313WIRE TO M.V. (DIfFEPENT . - ✓ �_ ... -- - - 4 S � LOPS REQUIRE resubmit al L.�_..... _ ETER & A - 4'S r'4::cJ- -'--___ 4-5 POINT OF CONNECTION \ NTS DRAWN RCD \ ; ` � ONLY CHECKED 112 REFERENCE O DATE 416112 NOT APPROVED WITH THIS PERMIT toe NO. 0843 SII OF 16 c o / �, • - - v i 1'+ _ 0 If It SIS - ,' n jV HOLD HEADS 12"AWAY r j `' ,• ,•, FROM PROPERTY LINE :.:�••_ .,, ,:. OREGON : _ \ O if if i � !• PROVIDE(2)EXTRA CONTROL / a} C \!1 VALVE WIRES OF DIFFERENT \ E x COLORS TO VALVE#6.I.D. WIRES @ CONTROLLER. : 6"S Pus PLACE M.L., LATERAL&CONTROL f WIRE IN THE SAME TRENCH \ BEHIND THE CURB.MAINTAIN \\ IRRIGATION PLAN , 1„ _._ / PIPE SEPARATION AS SPECIFIED. • i If / - \ \ \ \ 0 20 40 60' of if I IF I lir • i �.;, \ NORTH SCALE: 1" = 20' if j ;' i • y ; \\ \\\ BEIGHLEY & 39 / �` \ \ ASSOCIATES I N( if PLACE HEADS ONUPHILL SIDE LANDSCAPE J \ OF ROOT BALL-TYPICAL / ARCHITECTURE __ _ _ ,. .. PLANNING ;� \ ` � � , '--.�- AND P LAN N G 'd its / �, \ 1 HOLD HEAD OlyWAY FROM PR2TYNE 12840 CORNELL 0. J/ •: "• ./ / . r J i _ r Y PORTLAND, OR 97229 '� If `' / \ ' (.... 'r _ 1 s .., PHONE: 503 643-4796 if FAX: 503\ {' 98 JOB O. 0843 7 , 1 P ; / � / i 4 .� } �„ , ��. C%%' ✓ \y�"' ,; • ;;, z CKOFECAUDS36"FROM..�'L_ /�/�^ • it 211- LATERALS SHOWN I I > � • • _ _ 1" UNDER PAVEMENT AND 1 III CROSS _ SIDEWALK FOR CLARITY III TIE 4"S • 2 S III 16 S „ it • III O i it 1( (i {` , .r, ,• • :`%i _ - II . r r� l ' . PROVIDE (2) EXTRA CONTROL VALVE \ • ®1 / WIRES F DiffFPINT COLORS TO l t \ :� :�'. ak , r� : ! ' :t, • . • '.;: ;. ,. t'r • 'r , ,FRI VALVLA#4 I D WES @ CONTROLLER. � * �{ 1 ,' , ., - ",• . `t :� Uj if H iZ It (� I if if: 111 '1, s i t; J If AT THE FURTHEST POINT CH DRP ZONE PROV DEAINSTALLND STALL (1) r Yf. r 3 M.L• l ',F' /, / et, 1 .- ,!,/ TYPICAL-'DEEP WATER TREE OPERATION/PRESSURE INDICATOR I if f, ( • `� / % , ;' l 4„$ RESER FROM DRIP ZONES STAKE. SHOW LOCATION OF STAKE Z"$ ISI I 16"$ �( i ON RECORD DRAWINGS. /' RESERVOIRS ARE SEPARATE l • I{ / f` ECOR / i if 10 if • TREES ARE A SEPARATE {4i • ! I / I " ZONE FROM THE DRIP \a /I I X — i. - T ' 1 �I i ZONE. ' � I r . 4�S I I�/i 1 (TYPICAL) li I I M.L.SHOWN UNDER :! If ® • „ �y / is Wiz.... 2 J DRIPLINE TO BE INSTALLED ON Q"$ I PAVEMENT q IS/,!f' T/ 4't$ TOP OF WEED BARRIER BEFORE11 '„ %' /"r THE INSTALLATION OF THE r hi / N / / � ECIFIED 4"OF MULCH.GRADE II I I Iq CLARITY "$RI SP � In � r � a TO BE 5"BELOW TOP OF CURB 1 I 4"S Revisions • 5/4/12 , If „ , � / /, • i /,';! • • • • • •` • --- -- ---- -- ` 1, r �#� .�"::.- I •' ' \ Issue 9/26/12 67 6/7/121st resubmit J 4„S ;. 1 / I' , In 2"S111 I _. II „ PICAL-'DEEP WATER TREE RESERVOIRS ARE SEPARATE IN TI 4°$ II FROM DRIP ZONES• / iA ::x - '1411< I DRAWN r/ r I RCD ' � I __. J„ •,i i j / I� '~\ �, 'I ! h' r I • - 1J J N"". I CHECKED HSB » DATE 3130112 C °° JOB NO 0843 REFERENCE ONLY / WINNOT APPROVED WITH THIS PERMIT �7 I r71 x00 Ln / \, I » 00000°000e° ,1 / ti'•:. ^ / \\`:! / it I•` 1 I \',, i �/' !�' / LD • ( /- ° It ... _r is i awl'... ,� I "'>{ `e. ��:!, • ,/ / •• MATCHLINE L1 . 4 OF >s s 00 It L _ O V C 3 iV S o Q 31 `CJ PLACE TREE WATER RESERVOIRS r ON UPHILL SIDE OF ROOT BALL- , , ` r HAROLD S.B _.._......._ ....� ___.. _ ..__,.., TYP. OREGON t ix>r�y>r� ay, N �1 S. ILI _ . f + t z' l:. .. 1 �7 ..�..._ : , _...-._...°:.... • Y r-..._.. a .. • - � ._.+t.__. . . —. .. ... ..} ...................p............a .._ -... ....- -- - ........ ........: 117 d KEY rr \ Y \ , r AT THE FURTHEST POINT OF EACH 41 \ (� , y IRRIGATION PLAN DRIP ZONE PROVIDE AND INSTALL(7) r 1 • 0 20 40 60' OPERATION/PRESSURE INDICATOR ' STAKE.SHOW LOCATION OF STAKE ((n _ \ y > ON RECORD DRAWINGS. PROVIDE(2)EXTRA CONTROL ' i ` ! BEIGHLEY & VALVE WIRES OF DIFFERENT I NORTH SCALE: 1" = 20' ASSOCIATES INC. COLORS TO VALVE#41 I.D. _ WIRE @ CONTROLLER LANDSCAPE ARCHITECTURE , -._...fit � ' AND PLANNING --- ---- ---- --- ---- - — ---- ---- -, • • • , • � � -- • • • • --+ -- �'-'- - - -- �--^� -- `1„ 12840 N.W. CORNELL RD. S 1 ,yt � � 1,, 4 llsJOB NO. 0843 - I i TYPICAL-"DEEP WATER TREE I� I 1 RESERVOIRS ARE SEPARATE FROM DRIP ZONES` ., 13 S I ; pN k , � TREE WATER RESERVOIRS _ — —__ _—_ ON UPHILL SIDE OF ROOT BALL- 4nSTYP4u „ . � 1,' '�, �. � I �` ,;,,.-�'� j/� ! �`„�`�"� � • I I• '. TRENCHING FOR LATERALS TO (. O ✓ � � � �•. FALL OUTSIDE OF TREE W Z �,.. z . C ...:�% 1 i '` v :.- I I s 1" PROTECTION FENCING, USING [T\ O _ • ® ®( (TYPICAL) `"„� • ' '\ \ FLEX PIPE SWING JOINT TO EXTEND HEADS INSIDE OF TPZ DRIPLINETO BE INSTALLED ON .\ Z _ ...." .... TOP OF WEED BARRIER BEFORE TYPICAL- DEEP WATER TREE It Ons. "" ----_... _.._. 1 1 't = • /1 1" THE INSTALLATION OF THE RESERVOIRS ARE SEPARATE SPECIFIED 4"OF MULCH.GRADE 11y \ / _� ■ ° U FROM DRIP ZONES" /,. ', \f • • -__ ... . �, . \ •- -- TO 5 BELOW TOP OF CURB 1 \ r, \ \ /� /�: : y! J C �; i • G � l� "IN - 10 ' cc _—_ „ -- _- ._ - _- FM Uj 4ns 1„ y I 1„ 4nS 1 - - r 1„ 4nS I .• .• . . _ y t • `�� i 1„ ��,/ '. N ..«• \ '�, : J \ / 1 • 7 1 1c._ - ' 'I -' _ 4nS _ , I�4nS � I� a w \ � _ - W •«• \ o rq 15 i \ \ X, • Q+t •• • • X I: r a VDRI pI ku/ Revisions ILIto M A T C H L, I N E L 1 . 5 6/7,524;sl2lssue 9/26/12 Permit resubmital f a 0 v v O DRAWN RCD CHECKED HSB m DATE 3/30/12 00 o JOB NO. 0843 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT 000 0 co I 0 OF 16 a U a - a MATCHLINE L1 . 2 TYPICAL-`DEEP WATER TREE2„S IjI I 16US S ,r; , ,,y' ,..- :,.,, I .,_, ...• ,.- __ ___ ,/� RESERVOIRS ARE SEPARATE = : � -'� $ FROM DRIP ZONES 4 III — — I�` i; t • ', �,� 31r M.L. I r I •„-,. �``i, TYPICAL 1”PVC SERVICE ��` I �/ I r HAROLD S.$ � C! r '' • ; , ', LATERALS FOR TREES 8 { NV ,3 .,,. : . r '';' !l I • 1. �•.\, ,� I ! ,,.--,�..,.. 1 r % �, DRIPLINEI"�..,� - OREGON .4p s 411S00 cP I' l 11 r r(� !l S �( r r i 11.. __— _ — __ _ � , •.I,'°`o . < •' i_ __ � , y � _ :,^:�9� • I �� r' , • 4 • , 4 S IS sr! 1 .,•I •: I� ` •-�:� 11 �1 ' " 3 1 • / , ' r � '-� ','•- .�- ,, �•'� •ice.!, 4 S Ii •`, I _ ' ;. ;; i! .. .:. j ., .. • • .', f ,' �_ 7 / It �•,•� ••�. , — \\ ,I: EXISTING 11/2"WATER M :E R I ._ / �_ ,.._ • s r t, rt , • ! a, &D.C.V. D.C.V. REQUIRES 4S uI.. ..... • i NEW CERTIFICATION. ?> ' r c�. = f _ .... ;; - , ! �` ;',! f ---- / . `i �. .- ry��:: ' �,. _ �,:�...._:��....- VAN f! -, ' M.L.SHOWN __._......_................._.......1.....- -- -- ` / (TYPICAL) III I UNDER PAVEMENT .....�._.__....�.....- .._��_ e tt � .. ,�<' �..: .._� . "'•.. DRIPLINE TO BE INSTALLED ON I FOR • / 4 S — TOP OF WEED BARRIER BEFORE 2 S II !j I �•- _ UNDERGROUND STORM WATER I CLARITY--' • !.. r i !fHt i sr''I lI ' ��' —'_ �/PJ riw. I —_.... '_'---•_..,,;� �.,_.— II I 1I CLA I TY THE INSTALLATION OF THE DEVICE. 6aS SPECIFIED 4"OF MULCH GRADE TO 6 BELOW TOP OF CURB — TREESARE A SEPARATE \ L ZONE FROM THE DRIP ' 'r'c�� _��A t I i `�.:: `�:. .- ,p�ryry--��_• I i • ZONE. : ! , : , j. = r r •• BEIGHLEY & ! ;; r ASSOCIATES _.. _T I ;`r ;' _ i, INC i Uj LANDSCAPE _ ARCHITECTURE / �• ;>� - „a - ,� j Il ; ` , i` J AND PLANNING i I ;• f 1\ y ; i ` ' �, • I '"' ; ` ?. ._ '..,k: ,.. "-: =' • 12840 N.W. CORNELL RD. ,. ----- - — .._ 1 U PORTLAND, OR 97229 1" N 503 643-4796 PHONE:1 n 'M.L ' I E �` i• ' � )_ AT THE FURTHEST POINT OF EACH {1 FAX: 503 643-4798 TYPICAL-•DEDD WATER TREE, .:.......- 1 ...................................................._............._................!.. ..i .... DRIP ZONE PROVIDE AND INSTALL(1) ' II Q • y / l RESERVOIRS ARE,, P_ARe, l i I i i OPERATION/PRESSURE INDICATOR 11 ; 1 s s ?•• FROM DRIP SON §" I I ( I ` rr� STAKE.SHOW LOCATION OF STAKE '' ' ' W 1° It I -...... , LL _._:�..-- _ ...._........._........ ...........:...:...:............................1...............1....... Y......M ...1 0 2 S , z ........... ; / ; . ON RECORD DRAWINGS. .. rr . ' d06•NO 0843 „ 45 i "{ ' > 1 _ I t ,r, I I • ...... ..... : I \ 6i E _..-1.......... .._. . �..- p ._-........ 1 I I ��I • i •t��l ' i � : � 4 ')till", ' T I I ... a� � r s / ® . 4S I .... : .. .,:. , ,. .. ..i, ....i. .. .h...• .:.. or 3 M.L. S � M / \ �• / /�/ 2115,• \� � '�..... ... . . .... � �_:..• I r/_ r S - 611S 211SIl' I Is• w MAT INEL1 . 6® TMATCHLINE L1 . 7 �I� I 771 c� ` ll � r oRevisions Ep ;fay — °4•` '�.'i^ �r't.5^'>lI�, \ G, 5/4/12 6/7/12 1st Issue 9/26/12 Permit resubmital coM j .w c. ,. ._ ..._... DRAWN RCD N CHECKED HSB REFERENCE ONLY DATE 416112 KWTAPPMOVED WITH THIS PERMIT roe No. 0843 0 00 M IRRIGATION PLAN co 0 20 40 60 Ln Z I o NORTH SCALE: 1" = 20' 0 OF 16 U U Q 0 MATCHLINE 1- 1 . 3 .. . . 77 y 1 \ , , • . r '� 9 HAROLD S.B U OREGON �w • ' `9PE p? \\ .` ! 10 11 3 21�2�� 1 ' I f i FR M.L. I h ° BEIGHLEY & 46 VDRI ASSOCIATES INC. r / (TYPICAL) TOP OF WEED BARRIER BEFORE 9/:" L ■ ■LANDS ■ ■ ■ THE INSTALLATION OF THE 23 , ',' ' HOLD 2"M.L.24"AWRY 'ARCHITECTURE W SPECIFIED 4"OF MULCH. GRADE �; FROM EDGE OF WANKWAY z TO s"BELOW TOP OF CURB AND PLANNING R J / / 12840 N.W. CORNELL RD. PORTLAND, OR 97229 PHONE: 503 643-4796 FAX: 503 643-4798 JOB NO. 0843 PLACE'ON UPHILL SIDE F ROOT V •LS AT THE FURTHEST POINT OF EACH P. < DRIP ZONE DE AND INSTALL(1) OPERATION/PREISSURE INDICATOR 24 • X ` STAKE. SHOW LOCATION OF STAKE 1C=J • ',' _ ON RECORD DRAWINGS. Fr „ , , • / 00000 0000 00000 f • / i C1 1" f i ■I� MATCHLINE 1- 1 . 7 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT `4 r rfrsrmnn QN41 r Revisions 0 v 5/4/12 xt 6/7/12,ist Issue a rx 9/26/12 Permit resubmital 0 v (1 g DRAWN o RCD rn ..... __ ..-------. ... ........_.. _._ CHECKED HSB m 3 v DATE 416112 k,EY PL00 N JOB NO. 0843 0 00 M 00 IRRIGATION PLAN 0 20 40 60' z L 1 5 NORTH SCALE: 1" = 20' 0 OF 16 a a X s 31 `CJ V HAROLD S.B �Hi a , U, OREGON �W ��\ ti ;I IRRIGATION PLAN 0 20 40 60' BEIGHLEY & NORTH SCALE: 1" 20' ASSOCIATES INC. = / ;;` MATC H L I N E L1 . 4 LANDSCAPE ' ARCHITECTURE N�... ® AND PLANNING / / i, � ,.,i,,.. — n, �_ -«� /• _. -:• , �-..,� �\ / AT THE FURTHEST POINT OF EACH • , • a i 12840 N.W. CORNELL RD. DRIP ZONE PROVIDE AND INSTALL(1) OPERATION/PRESSURE INDICATOR m I € PHONE:PORTLAN503D. 0 2 643 4 96 2 - - - SHOW LOCATION 64 - 98 ........... � ..-.• . ; t , - ,�,` ;... ..... ` . ., 7777 ,; �-�,�� ON RECORD DRAWINGS. OF STAKE } � I � �` JOB NO 0843 7 r `l • � f Aft TREES AREA SEPARATE , ZONE FROM THE DRIP ,r • .i ', � itit -•-�_ / ZONE. �, ........ • If /// ,f 1" ,y ' /. . �~� i. / d ;! / I , • • ��.� �; TYPICAL-`DEEP WATER TREE RESERVOIRS ARE SEPARATE 411$ FROM DRIP ZONES' 25 S a • 4'I'S , �„ h \ / � • is v 1 • i TOP OF WEED BARRIER BEFORE 4•us ..... TO B BAR TAILED � a� ON r . ,.. THE INSTALLATION OF THE —� i o°o°000°O ° � \ SPECIFIED 4"OF MULCH.GRADE f ` TO 5"BELOW TOP OF CURB W �I r • ;t a I, \ •, \ �\ i �; J l • FS Ix. 1 I w 1Y2 X 1 /44411 mom q 4f'S C4 �/ , IL - r 1, 1 Revisions o \ 1" ' aw4wa \ „ - , \ • 5/4/12 �,�', \\ .1 �,% s ," •/�� r' .; /. 6/7/12 1st Issue , s \\ , 9/26/12 Permit resubmital N ',�'' ,/ \`\\ tt %.• � ' r • •r' 11.q./ Fa<_..,-�, \ ' �+v ,,'/ 1r+~ iw'/ V 1, QQ4jII ` , � \� :''',,' ', �� •„s. „�' , ;/. � •, � �. ,,�•'J _ DRAWN RCD PROTECTED AREAi ' k °. / . .. .. �rie°°90 n ._ ■ �S � G� CHECKED HS'B <, HAND TRENCHING REQUIRED •,• 1 t�—.--'f j'"- ... .. 9�4 0000 1 DATE 416112 ... ............................... . . . .......... ........_ .............. .... .. ......... ........ . . ................ .... . ......... ..AROUND EXISTING TREES t \ . . JOB0 00 r! _ ----- N . 0843 C) 00 co REFERENCE ONLY Ekl 1 z o NOT APPROVED WITH THIS PERMIT L1 6 o OF 16 c� bb n i o if k 0:10-M HAROLD S.B } 'fOREGON [W 8' r 't��,"'t�'�{'(i. �`fiir''}}°{"ivii ii iil� Lj al s' c Kt'—Y' PLAN IRRIGATION PLAN 0 20 40 60'. BEIGHLEY & NORTH SCALE: 1°= 2a ASSOCIATES INC. ■ MATC H L I N E L1 . 4LO LANDSCAPE _ ANDHPLANNING J I611S J 12840 N.W. CORNELL RD. W PORTLAND, OR 97229 ��- ! -'- • 2 PHONE: 503 643-4796 / `� • FAX: 503 643-4798 Z JOB NO. 0843 4„s .............. ..... ..... _ ' U j MATCHLINE L1 . 5 (TYPICAL) 111 s..S .. . a �.. ■ DRIPLINE TO BE INSTALLED ON TOP OF WEED BARRIER BEFORE 211s I I I THE INSTALLATION OF THE SPECIFIED 4"OF MULCH.GRADE Ili f 1" TO 5"BELOW TOP OF CURB F•,.) I 1 Ons M.L. SHOWN W W i1 UNDER —� PAVEMENT I \ x o • • • • • - �� FOR CLARITY 1 k� I f �' i 38 S cor 16 US i TYPICAL-*DEEP WATER TREE 1 I 1 / I� RESERVOIRS ARE SEPARATE 2"$ W III 1" �/1 FROM DRIP ZONES* I I t '21'S Z I'•1' �, 1 III !11 \ I [� f;/ * �: ��\ �", � I � • � ISI '; U i 1" 4„S i �, =m L I i C 1 AT THE FURTHEST POINT OF EACH G •MOUNT WIRELESS \ f I RAIN/FREEZE SENSOR / DRIP ZONE PROVIDE AND INSTALL(1) ON LIGHT POLE. OPERATION!PRESSURE INDICATOR , • STAKE.SHOW LOCATION OF STAKE `�C-....-�r;� ""�`=_ --�'- � I �� •. � ..2„ J ON RECORD DRAWINGS. 1 j CONTROLLER PROVIDED BY 2„ � \` ` B S OWNER/INSTALLED BY ` t , 2�� LANDSCAPE CONTRACTOR. 2 120V POWER TO CONTROLLER `\\` ` �1” Q J O 37 M. LOCATION BY OTHERS I;I 7 - I „ h II 2 S 2„S 35 36 1„ \ 1 I, Iii �s r 49 ISI 34 J - 1„ a % Revisions . % r' / ' 1/z' % o j,.. rr*, # ', , r , _ _ryK r r, ,, ,','' 'r' .'r _'i _. 'i' . %', i, r // 5/4/12 OFF IMF ' r, _. ...- l: ` r r, , r r l r r r r r r ,''- 'i' _ ..... 'r r,' r i ...—..—._....—.—_ /Z . .._... .._....._ „ 6/7/12 - _._......J / / 2 1st Issue —._ .._.._ .. 9/26/12 Permit resub mits _ ...... _ CD ti - _ \ - DRAWN RCD rn . CHECKED HSB MOM DATE 416112 Moftm x ww= mom MOM mam - '__...._. ... ....................................... _ .......— -- - _ JOB N0. S4 00 0 3 co M - --- — - c 0 REFERENCE ONLY z f L17 NOT APPROVED WITI4 THIS PERMIT g of 16 0 S a ................................................................................................._. MINIMUM(ANCRET BASE RrWREMEN- CONTRACTOR J SHALL VDIFY NDN R AND'SIZE'OF,CONDUITS h,RL GROUND CODS FEO.'RED FOR,J:CH FNC OSIIRE GENERAL KEY VALVE KEY r'- NSTALLAI,pI. JSE ENCLOSURE MANUFA.TURER'S TEMPLATE FRO PROPER LAG BOLT PLACEMENT. SUPPLY HEADER ^' • PROVIDE A MWMUM OF Y OF CONCRETE FROM LAG I -'SCONTROLLER BOLT TO OPENING W CONTRETE BASE FOR CONDUITS TOP OF SLOPE s ' '^1��``''y 2_• 4 4 G'S AND GRC.X:7 ROCa SCH. 40 SLEEVES - SIZED AS NOTED AIR/VACUUM RELIEF ASSEMBLY z + N0ro 3I (V[ EXISTING 11/2" METER CONTROL VALVE NO. I T 2T 3T 45 55 6S 75 8TR 95 105 > 3E IRRIGATION LIRA ANGS Ff FN ARKmD UNE FLUSHING VALVE ASSEMBLY a 'H _ 1 IFGtg'roA1NES�S��,uT(M OLLER LATERAL TUBING V ENCLOSURE AS'SEY&Y. -�- EXISTING I/z" wATTs D.C.v.A. G.P.M. 13 18 9 48 50 5 6 16 16 16e o T 9 2 LOW PROFAEAN7ENNA 9 HAROLD S.B PVC EXHAUST HEADER 2 4 211/2° TOE OF SLOPE t 3gEqR�WINGSAFp5pEf] INWRSFOR� SCHEDULE 40 MAINLINE CONTROL VALVE SIZE I .0 I .0 I .O I .5 I .5 1 .0 1 .0 1 .0 1 .0 1 .0 ADDRONAtWFMMAINXI. OREGON �W CLA55 200 LATERALS - 51ZED AS NOTED _ z 4 carmouER TRANSFORMER. 5. Cil RON AOL POWER SNITCH RECEPTACLECl HGP u v 55 [.25) �- 2" NORMALLY OPEN M.V. PROVIDED BY OWNER, INSTALLED BY LAND. CONT. PRECIP. RATE (IN./HR) [GPM] 1 .30 1 .30 1 .30 .55 .55 .5 5 .5 5 .55 s--'�~•.,..�••!:">�`:-r- i �'�.... - . 6. Qr SENSOR ANo MASTER vaH= `�pE AR -- CSE ...., �Wv7EpSy�PESRy,�SPpEOFlCATIONS. .• i%i /y /� I 7. C�7N1R(IL WRES.FLL AND CONDU T FOR 2' FLOW SENSOR PROVIDED BY OWNER, INSTALLED BY LAND. CONT. . ; OPERATING PRESSURE 30 30 30 50 50 50 50 50 50 50 8 27 PVC SWEEP Ell.AND CONDUIT FOR 120 BRA55 ISOLATION VALVES - SAME SIZE AS PIPE VAC FROM METERED POWER SUPPLY. HYDRO-ZONE I I I 2 2 2 2 4 2 2 % i' I �«�DMASTTEERNVALLVE�S. -� R.B. 44NP QUICK-COUPLING VALVE W/ LOCKING LID - (1) 44 KEY REQUIRED. %r E e' 10. 2'PVC gqSWEEP 1�0,1 AND CCAOINLDUBCET FOR qIR AS ALA INSTALL GRpUNONG 1° BRASS DRAIN VALVE CONTROL VALVE NO. I I TR 12S 13TR 145 15TR I GTR 175 185 195 20TR OF S NO SLOPE NCONVENTIONAL TOP 2/3 f f f : ; LOCAL AND NAT] ONAL ETECidC -REMOTE CONTROL VALVE ,i'.�. 11. POURED CONCRETE BASE, SLOPE TO DRAIN. ASSEMBLY WITH DISC FILTER ! Y 12 �1N 1 GRADE. 2'BLOW TOP OF CONCRETE R.B. PEB AUTOMATIC CONTROL VALVE AND PRv G.P.M. 1 5 29 1 1 29 1 G 4 28 24 54 8 CONVENTIONAL SPACING COMMUNICATION CABLE - P.E.89 (G PR.) PLUS 25% ON BOrrOM 1/3 OF SLOPE . '�........ ...._._......_. .. 13 FILL VOIDS S WITH CONCRETE SLURRY Y -------- CONTROL VALVE WIRING - #14 GA. NOTE, B o s I g 14. UNIVERSAL 07E INTERFACE. SIZE AS CONTROL VALVE SIZE I .0 I .0 I .0 I .0 I .0 I .O I .0 I .0 I .5 I .O d EO1Rm. °ilaNu ALIGN LATERALS PARALLEL TO THE CONTOURS OF THE SLOPE to•min. 15. NE 4 BUNDLE WINES AND SECURE WITH CONTROL VALVE NUMBER - T=TURF, 5=5HRUB, DR=DRIP, TR=TREE w WIRE Ei PRECIP. RATE (IN./HR) [GPM] [.25] 55 [.25) 55 [.25] [.25] 55 55 55 [.25) - - - --- ------- FS --, SLOPE FEED LAYOUT 16. COIROLIFR STATION OUTPUT BOARD. 8 PED MOUNT CONTROLLER PROVIDED BY OWNER, INSTALLED BY LAND. CONT. MT -1LT.S ET BASED CONTROLLER DETAIL , ® WIRELE55RAIWFREEZESENSOR PROVIDED 13YOWNER, INSTALLED BYLAND. CONTR. OPERATING PRESSURE 30 50 30 50 30 30 50 50 50 30 FINISH GRADE WALMART 05/30/20 8 E PEDESTAL MOUNTED WALMART 05/30/2008 R.B. - XCZ 100 COM DRIP MANIFOLD Tao 2-WAY TEE SEE SPECS HYDRO-ZONE 4 2 4 2 4 4 2 2 2 4 L �� Y NETA - 8" TECHLINE CV. 6 GPH TU NG i MAIN SUPPLY BEIGHLEY & j I 1 TUBING MAIN SUPPLY B• ASSOCIATES INC. TECHLINE LATERAL PIPE CLA55 200 CONTROL VALVE NO. 215 22TR 235 245 255 2GTR 275 285 295 30TR - • N. N. IN. N. FINISH GRAPE ■ ■ ■ ■ ■ 1 SEE SPECS ! _ -� I" MAINLINE AIR RELEASE VALVE I P.V.C. LATERALWIRE WITHIN MIN. 24•COIL ON CONTROLWIRE LANDSCAPE G.P.M. 48 15 32 30 33 3 3G 28 23 13 3/4" SCH 80 PVC NIPPLE � DETAIL NOTES: CONDUIT ARCHITECTURE ELECTRIC CONTROL VALVE 1. ALL P.V.C. PIPING SHALL BE SNAKED IN I PVC TEE (SxSxT) TRENCHES. ("�' AND PLANNING CONTROL VALVE SIZE I .5 I .O I .5 I .5 I .5 1 .0 I .5 1 .0 I .0 1 .0 2 ALL WIRING TO BE INSTALLED PER LOCAL CODES t2 i _ FIDERGLA55 VALVE BOX W1 LOCKING LID PVC PIPING 3. ALL WRING TO BE BUNDLED AND TAPED AT 1d IN. xmRVALs. _ 12840 N.W. CORNELL RD. HEAD KEY 4. ALL MAIN SUPPLY LINES TO BE INSTAIIED AS PER (UFW) UNDERGROUND = MIN. I CU.FT.WASHED GRAVEL SUMP PORTLAND, OR 97229 PRECIP. RATE (IN,/HR) [GPM] 55 [•25] 55 .55 .55 L25] 55 .55 .55 [.25] MANUFACTURER'S SPECIFICATIONS FEEDER WIRE - P.T. 2XGXIG'UNDER BOTHCORNERS PHONE: 503 643-4796 SYMBOL COMPANY AND CAT# RADIUS G.P.M. P.S.I. l 5. PROVIDE PIPE AND WIRE SLEEVRIG UNDER ALL PAVED I REO'D.IN TURF AREAS ONLY FAX: 503 643-4798 SURFACES. WIRE SHALL BE WITHIN SEPARATE 2' P.V.C.MAINLINE AS NOTED JOB NO, 084.3 Q RAINBIRD RW5-B- 1401 w/SOCK BUBL .25 20 OPERATING PRESSURE 50 30 50 50 50 30 50 50 50 30 ELECTRICAL CHASE P.V.C. UNION ON ONE SIDE OF VALVE m RAINBIRD U-8 SERIES 8' .2G-.52 30 n START CONNECTION A TRENCHING DETAIL PI THREADED CAL \ 39- I .G 30 HYDRO-ZONE 2 4 2 2 2 4 2 2 2 4 F (W/ PVC RISER) S`°°"-NT.G. CONTROL VALVE BOX DETAIL RAINBIRD U-10 SERIES I O NTS. -........................._....................... _..............._.._..... WALMART 05/30/2008 WALMART 05/30/2008 NT5 PAINBIRD U- 12 SERIES 12' G5-2.G 30 CONTROL VALVE NO. 315 325 33TR 345 355 3G5 375 385 39DR 40DR O RAINBIRD U- 1 5 SERIES 151 .93-3.7 30 J t_ V DENOTES VARIABLE ARC NOZZLE G.P.M. 20 23 1 1 24 24 24 2 1 24 - - MET X 2• " TEMPORARY^T'� + RISER R METALS FINISHED GRAD FINISH GRADE PAVEMENT RAINBIRD 5012 PC SAM ADJ. #5N.5.09 45 CONTROL VALVE SIZE 1 .0 1 .0 1 .0 1 .0 1 .0 1 .0 1 .0 1 .0 1 .0 1 .0 I 24 Q Q HUNTER MP ROTATOR 1 000 1 2- 1 5' .22-.43 50 ,L,. , �_ J 12 ........ . .. . 1 �'�> 8 B e HUNTER MP ROTATOR 2000 15-21 44-.83 50 PRECIP. RATE (IN./HR) [GPM] 55 .55 [.25) 55 .55 .55 .55 .55 1 .00 1 .00 FIBERGLASS BOX w LOCKING UD ® ® HUNTER MP ROTATOR 3000 27-30' .9G-2.04 I =-='I _____ __ _ 9G 2.04 50 2' Xzxz' J OPERATING PRESSURE 50 50 30 50 50 50 50 50 30 30 VALVE ANCHOR NOTE: MIN. THRUST BLOCK SZE 90 Ell Y AIR WASHES VALVE HUNTER MP CORNER 15' .22 50 _ --�22:::::::::-::- MIN. 1 CU. Fi. WASHED GRAVEL SHALL BE 2 W. FL• (TYPICAL) 187 FOR NON-PRESSURQED Via" 5 4X6X16' COMPOSITE DECKING HUNTER MP SS G'x34' 49 5O SLSUMP EEVE AS SPECIFIED LATERAL 24'FOR MAINLINE A HYDRO-ZONE 2 2 4 2 2 2 2 2 3 3 (PROVIDE SEPARATE Y CHASE UNDER BOTH CORNERS Ir�L NATE; 4• MINIMUM PIPE SIZE FOR FOR CONTROL WIRING.) CONTROL VALVE NO. 4 1 DR 42DR 43DR 44DR 45DR 4GDR 47DR 48DR 49DR 50 THRUST BLOCKS MASCO SWING JOINT THRUST BLOCK DETAILn SLEEVE INSTALLATION DETAIL '®I 44HTS r N.TS G.P.M. - - - - - - - - G WALMART 05/30/2008 WALMART 05/30/2008' AIR RELEASE VALVE on MAINLINE o NIS CONTROL VALVE SIZE 1 .0 1 .0 1 .0 1 .0 1 .0 1 .0 1 .0 1 .0 1 .0 1 .0 i ROTARY NOZZIEMODEL L-- ----- ---- -- --' AS SPECIFIED PRECIP. RATE (IN.MR) [GPM] 1 .00 1 .00 1 .00 1 .00 1 .00 1 .00 1 .00 1 .00 1 .00 ,55 r� �CIFIED : SIZE AS C) LOCKING UD OPERATING PRESSURE 30 30 30 30 30 30 30 30 30 50FUNNY PIPE FINISH GRADE r - SPIRAL BARB FITTINGS 1/2' STREET Ell SS 2' P.V.0 SLEEVING DTO 'Z HYDRO-ZONE 3 3 3 3 3 3 3 3 3 I 1" BRASS MANUAL ORAIN VALVE TURF SPRAY- .30 IN/HR 1/2 P.V.C. RISER LENGTH m AS REQUIREDt• ELBOW FITTING 2 - TREES, SHRUBS 4 GROUNDCOVER ROTORS-,55 WHIR 3 - TREES, SHRUBS 4 GROUNDCOVER DRIP 1 .00 IN/HR �: P.V.C. TEE Y P•V•C• TEE MN. 2 cu. FT. WA M GRAVEL SUMP 4 - TREE WELLS BUBBLER - 15 GAL./hR -P.vC. LATERAL UNE 1%P�� P•V.C. LATERAL LINE 1 FLEX PIPE SWING JOINT P.V.C. SWING JOINT 1' P.V.C. SCH 60 NIPPLE NOTE, SIDE INLET CONNECTION SHOULD H P.V.C. MAINLINE AS NOTED NOT BE IN FREEZING MANUAL DRAIN VALVE DETAIL PROJECT SITE: WALMART SW DARTMOUTH ST. ; N_T.S. PROJECT LOCATION: TIGARD, OREGON HEAD TO LATERAL PIPE CONNECTIONS SPRAY BODY W/ROTARY NOZZLE �( IRRIGATION CONSULTANT: BEIGHLEY A ASSOCIATES, INC. INSTALL AT LOW POINTS ON MAINLINE. SHOW P N.T.S R X.T.S. DATE:4-13-2012 WALMART 05/30/2008 WALMART 05/30/20 8 LOCATIONS ON 'RECORD DRAWINGS' DE51GN CRITERIA THE DESIGN OF THE IRRIGATION SYSTEM 15 BASED ON GO P.5.1. @ 50 G.P.M. TOP 0-VU.C`- GENERAL NOTES ONT GRADE FLEXIBLE GRATE ! 3d C(til OF F N15 DGRADE NONEPRF=5URt REcuuoR PSI-M30x FLEXIBLE TUBING NVBD",BOX WITH LOCVNG LI9 ROOT WATERING SYSTEM: N Q • R.B. ROTOR HEAD 501 2PLU5 - SET TOP OF HEAD 2" ABOVE FINISH EQUIPMENT MEETS GOVERNMENT REGULATIONS. CONTRACTOR wCSCHBCC✓S NiPPE RAIN BIRD RW5-13CG r4 GRADE. (HEADS TO BE INSTALLED ON PVC SWING JOINTS) SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY wcscne i,vlcn • R.B. SPRAY NOZZLES ON R.B. 181 2-PRS-SAM BODIES IN SHRUB PERMITS OR APPROVALS. IN. `VC`Lna°MALCADAFTER FINISH GRADE AREAS - 18OG SAM-PRS - IN TURF AREAS.. THIS PLAN 15 SCHEMATIC AND DUE TO THE NATURE OF F.T.2XGXIs•5!oCK h� • HUNTER MPR SERIES NOZZLES ON R.B. 18 1 2-5AM BODIES CONSTRUCTION SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY e EAC.,CORNER $ • INSTALL VALVE BOXES PERPENDICULAR TO WALLS, WALKS AND TO IMPLEMENT PLAN. ° Rtmoreco"rRo,LVALve: 0 CURBS. • ALL IRRIGATION HEADS ARE TO BE ADJUSTED TO PROVIDE Mcoel�s-Dvx s • INSTALL PIPING IN SAME TRENCH WHEN POSSIBLE. COMPLETE AND EVEN COVERAGE WITH MINIMUM OVER SPRAY. F'c""" "` m ° PEA GRAVEL • INSTALL HEADS PERPENDICULAR TO SLOPES OF FINISH GRADE. • EXISTING TREES TO REMAIN TO BE PROTECTED FROM DAMAGE AS wase°-e VF15UMP a • PLACE ONE (1 ) VALVE PER VALVE BOX. SHOWN ON THE DRAWINGS. DO NOT TRENCH OR EXCAVATE WITHIN e rcF HILT-R,MODEL Rs r F-IsoVx ,;a�,a�n� �r o • INSTALL HEADS FLUSH WITH TOP OF WALLS, WALKS AND CURBS. THE DRIPLINE OF ANY TREE. BALL VALVE,M°DELXBv-°'s ddb Revisions w • INSTALL HEADS A MIN. OF 12" AWAY FROM BUILDING WALLS AND 2" • EXISTING 11/z" WATER METER 4 DOUBLE VALVE. D.C.V.A. REQUIRES DRIP CONTROL VALVE MANIFOLD Od�roC�$ 5/4/12 LOi MIN. FROM SIDEWALKS AND CURB LINES. RE-CERTIFICATION. 50 G.P.M. DESIGN CRITERIA: MAINLINE SCH40 - Ns 6/7/12 1st Issue o • WHERE Q.G.V. ARE SHOWN ADJACENT TO CONTROL VALVE, INSTALL LATERALS CLA55 200• MAINLINE 15 21/2" $ 2" SCH40 - LATERALS 9/26/12 Permit resubmital IN VALVE BOX WITH CONTROL VALVE. ARE 1 /z" t I ". VELOCITIES IN PIPES ARE NOT TO EXCEED 5 F.P.5. a • ADJUST HEAD LOCATIONS AS REQUIRED TO AVOID EXISTING FIXED • IRRIGATION LATERAL LINES, MAIN LINES AND EQUIPMENT MAY BE M OBJECTS. SHOWN OUTSIDE PROPERTY LINES. ALL IRRIGATION LINES AND I • THE IRRIGATION CONTRACTOR 15 RESPONSIBLE FOR OBTAINING A EQUIPMENT ARE TO BE WITHIN AND INSTALLED WITHIN THE LIMITS COPY OF THE PROJECT SPECIFICATIONS PRIOR TO BIDDING. THE OF THE PROPERTY LINES AND PLANTING AREAS. PROJECT SPECIFICATIONS ARE A PART OF THESE PLANS AND SHALL • ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE -4-INC;LLEA5KEj WEAVE BE CONSULTED BY THE IRRIGATION CONTRACTOR. THE IRRIGATION CON5TRACTOR . ELECTRICAL WIRES FOR IRRIGATION CANISTER DRAWN RCD N CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING WORK AS VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE rn SPECIFIED IN THE PROJECT SPECIFICATIONS AND ON THE PLANS. SLEEVES. SEE SLEEVING DETAIL. TWO REO. AT EACH TREE CHECKED HSB m • CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS. 0 IRRIGATION CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER EQUIPMENT QUANTITIES AND UTILITY LOCATIONS PRIOR TO PRE55URE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL HEAD/CANNISTER SPEC. DATE 4/6/12 BEGINNING OR CONTINUING WORK. NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE00 JOB No. 0843 o • CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY - EXCEEDS 5 P.5.1. HIGHER OR LOWER THAN AVAILABLE WATER 'TREE ROOT WATERING SYSTEM t' DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR BEGINNING PRE55URE SHOWN ON PLAN. co o OR CONTINUING WORK. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION (RW5-13CG) NTS 0 • THE IRRIGATION CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS -- --- 00 DELETIONS OR ADDITIONS TO THI5 PLAN WITHOUT APPROVAL OF REPRE5ENTATIVE. Ln THE LANDSCAPE ARCHITECT. z . ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE REFERENCE ONLYL 18 AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF NOT APPROVED WITH THIS PERMIT o THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION 0 OF 16 8 a �o a + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +;' + + + + Buffer Around Wetland D: The majority of this area is in the upper(drier) area of the buffer therefore the Upland + + + + +- + + + + + + + + + + + + + + + + + Forest plant community was chosen for a pallet. .._ . # + + . f + +Bulffert Area + + + + + + + + + + + + + + + + Area of Buffer located in vision clearance triangle: 506 sq.ft - - + 4 + + + + + 4 + + + -+ + + + + + + + + + - - 'i •• jS� / + t o 'We cin + + + + + + + + + + + + + + + + + + Area of Buffer:2,368 sq.ft. ,°, ,•, a + t + + + + + + ,+ + + + + + + + + + + + + + 311 r ,; / � ,/ • • + "+ ,, + + + + +; + + .+ + + + + + + + + + + . . Tree requirement:2,368 sg.ft.-506= 1,862 x .01 = 19 trees. '+, + + + + + + + ': + +26+ S-World Frerrt + + + + + + + + Shrub requirement: 2,368sq.ft. x .05= 119 shrubs i 8 �•� 8°• / + + + + + + + + + '+ + + + Sa + + + + + + This number of native plant material has been specified for this area. All plants to be pit planted with additional organic y)t ,�3 ° �• ��M ROTO LER ♦ + +' +, + + + + + + Q + IP + + + + + + matter as required but no traditional fertilizer is necessary. Plant placement shall be consistent with the form of the ,I; :: 1 : + +: + + 413 +Sn®wber + + + + naturally occurring plant community. Trees&shrubs shall be placed in singles or clusters of the same species to provide R � OREGON r' %,•' -: ' ♦ �• -, + + + - natural planting sc trees or tall shrubs to be planted in the vision triangle area. A seed mix has also been a natu scheme. Not u + 8+ +Red Afd f + + + + specified for the buffer area wowIDE .AR `es a c 1 \\ + + +1 1 + Vine+Ivople+ + + SQecpd� l u ' + + + + + + + Q aril List for: Buffer Area \p�t<`� y\00o` Q\.e<•cet�`eo\ye �0\9�\ g �, Lound Wetland D: og`Q0 v29 qv u l� u C1 O� �aQ �a / 4 + ... \\` ` \ - . + + + + + G G9 Fl6 W, 4�- mmim + + Red Alder (Alnus rubra) 8 Tree Moist Sun 1 gal. 3' Single ?, J ++ Vine Maple (Acer circinatum) 11 Tree Moist Part 2 gal. 2' Single Snowber S m horicar os albus 43 Shrub D Part 1 al. 1.5' Cluster , �•, ` / ►•:� _ \ Sword Fern (Polystichum munitum) 26 Shrub Moist . Shade 2 gal. na Cluster \ `� , ♦ % I\ Salal (Gaultheria shallon) 50 Shrub Moist Part 1 gal. 4" Cluster 3 Snowberry oub efile Viburnum 49 Silver King Euonymus L A � N + + 1 Vine Maple Compact Winged 21 Spring Bouquet Viburnum �\ 21 25 P NT G PLAN +- k + + + 0 20 40 60' + + 3 Repens Oregon 'Grape I \\ \ 5,,\ Crimson Sentry Maple 5 Compact Winged Euonymus + + + + + + � + r; + . kk + + + + + + + ' + + + + + + + + + + - + \ 3 Autumn Purple Ash O — NORTH SCALE: 1" = 20' + + + + + + + +'-- \ / _ + \ \ GHLEY & .. .... BEI 8 Doublefile Viburnum „' + + + + +.- ` ASSOCIATES NC. + + \ \ \ I + + + + + + + + +,. \ 9 Hairy Manzanita T p + + + + + + + + \ \ WETLAND AREA 'A' 65,637 SF LANDSCAPE + + + + + + + + + + + + ;+ BUFFER TOTAL AREA 117,678 SF ARCHITECTURE + + + + + /• WETLAND BUFFER ENCROACHMENT AREA AND PLANNING + + + + + + + + + ; + + + + +++ ++ + + + + + ++ + ++ �� (INCLUDES DRIVEWAY AND PED. PATH) 9,840 SF 12840 N.W. CORNELL RD. f + + + + + + + + + —_— —..._— . - MITIGATION 18. A ONSITE WETLAND BUFFER GAT 10,295 SF • TOTAL SITE AREA PORTLAND, OR 9722 _— _.—... —._ _. ,.... PHO 4 — ..—..... E 3 6 + • s 3 643-4798 TE 16 Ct + + + + + + + + + + + JOB NNO 5 6 843 7 4 : 79 � LEGEND 8 Admiration Barberry — + + + + + + + ; + TurO , + + ,,,.-• � PROPOSED BUILDING + + + + + + +' + ; 1 6 David Viburnum + + + + + + + ^ + +' I 9 Silver King Euonymus ; + + + + + + + + + Landscape Rock Typ. :<' ,* ' . CONCRETE CURB & GUTTER • . + + + + + + + + + ,f Creeping Berry + + + + 45 Taiwan Creeping Berry 24" an :0 CONCRETE SIDEWALK PAVEMENT 35 Taiwan C - r. + + + + + + + + '+ P 9 y G 3 Green Arrow Cypress 127 Taiwan Creeping Berry ® 24" O.C. + + + + + + + + t ' 3 Compact Winged Euonymus + + + + + + — — — — — WETLAND BOUNDARY Dwarf Fountain Grass 5 Compact Winged Euonymus r + + + + + + 3 Crimson Sentry Maple NMI + + + + + + + + + + ` ••..,,• 6 Dwarf Fountain Grass + + + WETLAND BUFFER 3 Unique Rhododendron �•� `` O x + + + + + J + + + + + + + + + + ++ Sword Fern 3 Blue Fescue- S + + + ++ + + + + + + + + ++ + + + 3 Admiration Barberry + + + + + + + + + f 3 Dwarf Fountain Grass 1 Red Sunset Maple O ?> O �1 + + + + + + + + + +,' + O + Retail 2 _ o � + + + + + + + 7 ' Crimson Sentry Maple + + + + + + +;" + + v � Typical: + + + + + + + + + *Weed Barrier Required Over �1 + + + + + + + + 3 Vine Maple ! 59 Spring Bouquet Viburnu[n All Interior Landscaped ��{( f/1 + + + + + + + + ' Areas. Grade to be 5" ��+..// + + + + + Typical: 2 Turf Area Typ. yP O z Below Top of Curbs to . + + + + + + + + + + + + + + ++ + "r ' 2 Red Sunset Maple ¢ / 3 Compact Winged Euonymus Allow for Specrfied ,.Mulch. L1J + + + + + + + + + +I+ ++ + * + 10 Taiwan Creeping Berry / + + + + + + , 5 + + : + f, + . 7 Silver King Euonymus " / + WETLAND + + + + + 7 Moon Bay Nandina ' i 30' O.C. + + + + + ,', + + + - + + + + + ' 12 Greens /ire inden + + + + + + + + ;t+ + Let Seed Mix For Buffer Area 800 Taiwan regQing Berry + + + +; + ;f + Continue to Curb this Area / I �- + +; + I o ® g4"/O.C. + + + + + + , +, + + 5 + + + + + . + + + + C Typic I: (3) + + + + + + + + + t+ Typical: (2) - - �5 + + + + + + + + + + \ + ;'+ `+ f 9 Compact Win ed Euonymus + + + + + + + + + +; % + 3 Compact Winged Euonymus P 9 Y if + + + + + + + + + + + '� +, 2 Crimson Sentry Maple Existing Buffer la'11ted " + + + + + + + + + + + # 1 Crimson Sentry Maple r I ` + + + + + + + + + + + +', + 3 Blue Fescue I 11 David Viburnum i ji Area (inner '25/ + + + + + + + + + + + 1 J + + + + + + + + + + + + `,+ ,'+; 6 Blue Fescue; �1 Buffer Area/T Be Planted + + + + + + + + + + +', + ,', % rb (Outer 25 ) + + + + + + + + + + + + + + + + + + 3 Crimson Sentry Maple Allowable„'E croachmen into + + + + + + + + Existing Mitigation Plan rng + + + + + + + + + + + 52 Taiwan Creeping Berry _- + + + + ,,'�;: 19 Moon Bay Nandina n o + + + + + + + Revisions a + + + + + + + + C' s/7/�/4/12 I 0 2 First sue + + + ++ + + ++ ++ + Blue Fe 4 Typical: (4) 1 7/17/12 CWS eq + + + + + Taiwan Creeping ;Berry 9126112 Permit N + + + + + + + + rY u + + + + + 2 Red Sunset Maple ... 60 O.C. resubmital + + + + + + + + + 24” + + / 7 Jean Marie Rhododendron 4 + + + + + +i + + ' Red Sunset Maple 2 o / + + ++ + + + + + + ++ '%+ +' - Crirrtson Pygmy Barberry J 4 Western Red .Ce ar + + + DRAWN AMM CHECKED V 3 See Wetland Buffer list sheet ,L1. 1 + - + + + + + + #1 +1 I HSB M 13 Repens Oreg n Grape • + + + + + + + + + + + O DATE 4/6/12 0 � , C) + + + + + + + + + -_ N . 10 Snowber.' " ., e W - i Joe o 0843 0 3 Red Alder + + + + -+ + 4 I 1 Repens 0 egon Grape + + + + +, + + ++ + + ++ °° ° o / 00 REFERENCE ONLY Ln + + + + + ,°• NOT WITH THI5 + + + L 1 . 9 + +; + ; . O OO J APPROVED WI PERMIT s MATCHLINE 1- 1 . 11 OF 16 a u :.. °.• cCSZS� 311 • 1 M.ROTOLQ LER �74 OREGON �w -� u U ri Q 10 Autumn Purple Ash ; -20 'liver King Euonymus 24 Silver King Euonymus 575 Taiwan Creeping Berry N Berry ® 24" O.C. 2 Doublefile Viburnum - 10 Doublefile Viburnum 83 Repens Oregon Grape 102 Taiwan Creeping \ ' 69 Taiwan Creeping 47 Hairy Manzanito 9 Deodar Cedar rid, r Berry @ 24" O.C. Berry ® 24" Q.C. 24 Doublefile Viburnum -- f 21 Redtwig Dogwood _ AN W*4 FR&, I I ao� . l LA PLANTING P N � -... 0 20 40 VO _.................. . BEIGHLEY & - ASSOCIATES NORTH SCALE: 1" = 20' � INC.IN - LANDSCAPE ARC5 Dwarf Fountain Grass �OITECTURE ANDPLANNINGTypical: y , *Weed Barrier Required Over All Interior Landscaped .. - 2 Crimson. Sentry Maple . Areas. Grade to be 5 —� 12840 N.W. CORNELL R Below Top of Curbs to '" 7 Jean Marie Rhododendron PROPOSED BUILDING PORTLAND, OR 3-49 Allow for Specified Mulch. CRETE CURB & GUTTE JO PHONE: 503 00843 $ 6 3 Blue Fescue 1 CON R L CONCRETE SIDEWALK PAVEMENT • o W D BOUNDARY ..' EfLAN Y WETLAND BUFFER r • 190 Taiwan Creeping Berry @ 24" O.C. Existing Trees To Remain Typ. 3 Red Alder 11 Crimson Pygmy Barberry Oregon Grape ' 2 .....,,Crimson Sentry Maple pi BO.C... ".,...----'"- 85 Taiwan Creeping Berry � 24" 0 C � 5 Jean Warie Rhododendron twig Dogwood_._. 8 Red "moi � 3 Deodar Cedar O O f' •� � 9 Oregon Grape Protected Area 11 H n Cedar Q W } �� Ty ical: 3) z a ) 1^ / 5 Moon Bay Nandina 7 Blue Fescue ( O 6 David Viburnum 4 Jean Marie Rhododendron ~ •_,__, a- �- rn In I U - 2 ._Crimson Sent Maple ` 2 Crimson Sentry Maple % • ■ O f- 5 Dwarf Fountain Grass C 1 C] O� 160 Taiwan Creeping Berry ® 24" O.C. I O \ 15 Taiwan Creeping\\� O O • ; /, i 7 Kwanzan Cherry i Berry ® 24" O.0 \. � _.._ _�,_ � � - � • ; ''; 4 Heritage River Birch 19 Doublefile Viburnum 5 Redtwig Dogwood 12 Compact Winged Euonymus / Typical: (6) ;. , 5 Western Red Cedar q 60 Taiwan Creeping Berry,.,-- -6 . Crimson P m Barber 3 Deodar Cedar 11 Snowberry 24 0 C 9 Crimson Pygmy Barberry j 6 Oregon Grape O . i 13 Oregon Grape 2 Red Sunset Maple 7 Unique Rhododendron 3 Vine Maple ' . 7 Redtwig Dogwood. ................. r roTime a 71 Be Pllu o \ ed In This Area - See O j Sheet L1.15 Revisions Plus 0 ,. ,... -. • , � \, . , 5/4/12 I _ \ 6/7/12 First Issue o __ ___ -- ° 7/17/12 CWS Re 3 Compact Winged Euonymus 13 Silver King Euonymus 3 Doublefile Viburnum x 9/26/12 Permit c 0 �■ 1 Crimson Sentry Maple 3 Crimson Sentry Maple \ resubmital v 3 Blue. Fescue DRAWN AMM M A T C H '�• I N E L1 . 12 CHECKED HSB . DATE 4/6/12 00 0 JOB N0. 0843 g 00 REFERENCE ONLY Ln NOT APPROVED WITH THIS PERNllT L I o z o OF 16 a a -- MATCHLINE L1 . 9 _ + f —�---- �� a a�i ° ��° • °� + + + 8 ompact Wingedmus Blue Fes ue + + + + :SZBlue Fescue _ _ _ _ _ _ 14 Dav' " Viburnum 3'11 L 2+ _ Crimson Sentry Maple 2 Crimson Sentry Maple y ' OTOERM. E ' • •° + + + + ron Compact Winged Euonymus `�` °° "° OREGON j 3 Jean. Mane Rhododendron f J ° Ndh ��9pE Age + + + + �. 10 Repens ,Or gon Grape + + + `,�-- - Let `Seed Mix or Suffer Area Continue to durb this Area + + + + + + + + + - / 4 Weste Ped Cedar ` + + + + ell\ See Wetland Buffer listth she + + + + I + I -- - - ---- 4 Greens Ire L' den r + + + + + + + + f 30' O.C. + + • + + + + + i 8r9' .l I. it It i f:it + + VA \� it: �'. . .. N + + ++ + + + + 4+ + + * + + Typical: 6 Blue Fescue •• + + + + + i+ + �- 6 an Marie Rhododendron Typical: (4) *Weed BaLrier Required Over \, + + + + + + + + + , + - _ 1 Red Sunset Maple All---fnt66or Landscaped 2 Crimson Sentry Maple Red Sunset Maple / + + + += + + } + + + + + + + + ,F; + � P � --.,,", " Areas. Grade to be 5" �� + + _._4 Repens Oregon ._Gr-app' Below Top of Curbs to 12 Compact Winged Euonymus + ',', + /r z__. 6 Crimson Pygmy Barberry + + + + + + + + / Allow for Specified Mulch. (V -'�`i• + + + +; + ,' + 3 Jean Marie Rhododendron Allowable Encroach ent into } + + + + + + ++ + + + + + + + -i+, + Existing Mitigation Planting } } ET— } + + } + + + i + + + + + + + I O BEIGHLEY & x } } } + LAND + + + ++ + 4 + +'+ + + *} 1 ASSOCIATES INC. I + + + + + + + + * + i l — - ■ ■ ■ ■ ■ I + + ' " ; ' X --- z LANDSCAPE + + + ++ + } } } }111 -�1 + -*- +� ' c ( _ ARCHITECTURE li + + + 1 + + - - 1 -- ( = AND PLANNING Existing Buffer Planted y + + + + + + + o + + + + + + " Area (Inner 2 I + + + + + + + + + + + + + L_ �/% 12840 N.W. CORNELL RD. -- _ -•-- PORTLAND, OR 97229 *, + + + + + + + +; Typical: (2) 14 ,. David Viburnum U PHONE: 503 643-4796 Buffer Area O Be Planted I +; + + + + + + + + + + ' 2 Red Sunset Maple 3 Crimson Pygmy Barberry 1 Red Sunset Maple FAX: 503 643-4798 (Outer 25')/ +; :. + + + + + _fi0'; + +i 3 Douglas 60 Taiwan Creeping Berry 3 Blue Fescue 3 Jean Marie Rhododendron Q JOB NO. 0843 t + + + 3 Dou las Fir + : + Xt+ *104 + + + + +' 24" O.C. 6 Compact Winged Euonymus ec + 7 Repens Oregon Grape - P 9 Y G See W tland Buffer list this sheet + + + + + + + + + + + ',+ + + 3 Vine Maple 2 Red Sunset Maple IX: s I } + + + + + + + i + + + + + -b'r+ + ' l I .... ...... 1 l �1e Marr Rhoiodegl ron 41 Spring Bou eut Viburnum 3 Crimson Pygmy Barberr8 Compact Winged Euonymus s O r, �y 5 Red Sunset Maple 3 Compact Winged Euonymus 2 Crimson Sentry Maple I� W 3 Blue Fescue 6 Blue Fescue �I WETLAND BUFFERS: (Follow All CWS Standards' M A T C H L I N E L1 . 13 1 M A T C H L I N E L1 . 14 Basis: The site description is largely based upon the Natural Resources Assessment Report prepared by GeoEngineers, Inc. File No. 2361-041-04. Buffer Around Wetland C: The first 25' of this buffer was planted in 2007 and has been monitored every year since. During the Site Description: construction for this Walmart project, some of this area will be damaged for grading purposes and need to {� be replanted. The first 25' does not meet the current CWS standard for trees and will need to have trees The site is approx. 18 acres located within the eastern city limits of Tigard, Oregon and is bounded by SW Dartmouth Road on the north, vacant lots to the planted to meet this standard. The outer 25' of the buffer needs to be planted and brought up to CWS northeast, residential lots to the east and southeast and Red Rock Creek to the west. Two small graveled entrances from SW Dartmouth Road provide standards. Plants from both the Riparian Forest and the Upland Forest lists have been chosen with more LEGEND' access to the project site. The site was cleared, graded and filled in the late 1990's. A stream was relocated to the northern limits of the site and wetlands heavily reliance on the Upland Forest palette due to the hydrology. No trees or tall shrubs to be planted in were created adjacent to the relocated stream as mitigation for the permitted wetland and stream impacts. Wetlands at the site were previously delineated vision clearance triangle areas. by others several years ago in association with site investigations for a proposed development that was abandoned. PacTrust has subsequently had these �� PROPOSED BUILDING wetland boundaries professionally surveyed to determine the buffer limits associated with the stream and wetland mitigation areas in order to assess the Tree requirement: 12,583 sg.ft. (outer 25'buffer area)x.01 = 126 trees condition of the mitigation areas. PacTrust determined that the mitigation areas were not in compliance with the permit conditions relating to the stream 25,114 sq.ft. (inner 25'buffer area)x .01 = 252 trees and wetland mitigation requirements. PacTrust then developed a list of actions needed to bring the mitigation areas into permit compliance, reviewed CONCRETE CURB & GUTTER these actions with U.S. Army Corps of Engineers and DSL, and implemented these measures in the fall of 2007. This effort included installing additional Shrub requirement: 19,214 sq.ft. (outer 25' plus re-graded area of existing buffer)x.05= 961 shrubs plants within the inner 25 feet of the wetland and stream buffers in the northern portion of the site. CONCRETE SIDEWALK PAVEMENT The fill pad on the site gradually slopes down from the northeast to the southwest while the central portion is relatively flat. Several large piles of surface fill WETLAND BOUNDARY �( are also found in the north half of the site. The fill pad and slopes primarily support bare ground with non-native grasses and weedy species present in This number of native plant material plus 5%additional has been specified for this area.All plants to be pit planted with the addition of PermaMatrix to scattered areas. The southern, western and northern portions of the site adjacent to wetlands are vegetated with non-native and invasive herbs and shrubs each tree and shrub as required but no traditional fertilizer is necessary. Plant placement shall be consistent with the form of the naturally occurring + + + WETLAND BUFFER except in the areas that were planted in fall 2007 with native shrub and tree species. An unnamed tributary to Red Rock Creek flows west across the plant community. northern portion of the site, immediately south of SW Dartmouth Road. Red Rock Creek, located offsite to the west, flows south into Fanno Creek. The wetlands and perennial stream on the site have been assigned a 50-foot-wide vegetated corridor per Clean Water Services Requirements. The four Trees&shrubs shall be placed in singles or clusters of the same species to provide a natural planting scheme. The Redtwig Dogwood are to be Dell wetland areas delineated are labeled A-D. The planting for the buffer areas surrounding each wetland have been calculated separately to meet CWS planted at lower(wet) levels of buffer area. Big Leaf Maple, Douglas Fir, Snowberry, and Red Flowering Currant to be planted at upper(drier) levels. standards but taking into account differences within each area. The remainder of the shrubs and trees are to be distributed evenly in the buffer area. HYDROSEEDING BUFFER AREAS PRIOR TO PLANTING Use specified seed mix as required for the disturbed buffer areas. A Prior to hydroseeding make sure'the buffer areas to be planted are weed free. Follow these hydroseeding recommendations and no additional soil amendments will be required during the planting process. Products available from Sunmark Environmental Services, LLC. Ch Materials Per Acre: i\O°�461 \l C/I E_� PermaMatrix: 1,500 lbs./acre QosBiosol 1`ca NaturallTrganic acTa k feral Fertilizer 1:000 lbs./acre 50 lbs./acre SQeceeO°� god e�e�`S �de�e�`5 °ok��9e Q�awo&e� �\�\ n Specified Seed Mix-CWS 130 lbs./acre Site Requirements: Plant List for: Buffer Area Around Wetland C: Revisions a 1. Remove all invasive, non-native or noxious plant material by hand. This includes blackberry, English Ivy, English hawthorn, hazelnut, holly, and poison Big Leaf Maple(Acer macrophyllum) 100 Tree Dry Sun 2 gal. 3' Single a; 0 oak as weas any panor tree acomes under s heading. " k well plant tthat dthihdi " Douglas Fir(Pseudotsuga menziesii) 86 Tree Dry Sun 2 gal. 3' Single 5/4/12 2. Preserve site's existing native vegetation to the maximum extent practicable. 617112 First Issue P, p 3. Replanting/Enhancement is listed for each separate buffer area(A-D)on corresponding sheets. Red Alder(Alnus rubra) 100 Tree Moist Sun 1 gal. 3' Single �� \�` -- i aIn addition to the plant listing for each buffer area, the following seed mix is required for the entire buffer area: Vine Maple (Acer circinatum) 100 Tree Moist Part 2 gal. 2' Single \ ' 7/17/12 CWS Req 9/26/12 Permit ^� ProTime Clean Water Low Grow Swale mix. This is an approved seed mix by Clean Water Services: Red-osier Dogwood (Comus stolonifera) 100 Shrub Wet Part 1 gal. 2' Cluster resubmital " Dwarf Tall Fescue 400/u Swamp Rose(Rosa pisocarpa) 180 Shrub Moist Part 1 gal. 1.5' Cluster a °Y, CI ly N Dwarf Perennial Rye 30% Sala[(Gaultheria shallon) 180 Shrub Moist Part 1 gal. 4" Cluster - z r CD Creeping Red Fescue 25% Colonial Bentgrass 5% Sword Fern (Polystichum munitum) 180 Shrub Moist Shade 2 gal, na Cluster - - DRAWN AMM ^' Seeding Rate: 3 lbs./ 1,000 sq.ft. �7� art rn Snowberry(Symphoricarpos albus) 190 Shrub Dry Part 1 gal. 1.5' Cluster w �''.ERENCE ONLY CHECKED HSB v All plants to be pit planted with additional organic matter if required but no traditional fertililizer is necessary. PermaMatrix soil ammendment to each Red Flowering Currant(Ribies sanguineum) 179 Shrub Dry Sun 1 gal. 1.5' Cluster `NOT APPROVED WITH THIS PERMIT DATE 4/6/12 M tree and shrub planted (follow manufacture/suppliers recommendations). Plant placement shall be consistent with the form of the naturally occurring plant community.Trees&shrubs shall be placed in singles and clusters of the same species to provide a natural planting scheme. 00 Additional Required Conifers Required by the City of Tigard. JOB N0. 0843 5 4. Plant installation requirements. Containerized stock shall be installed only from February 1 through May 1 and October 1 through November 15. Bare Western Red Cedar: B&B(2)8-9', (3)9-10', (3) 11-12'. Douglas Fir: B&B(1) 8-9', (1) 9-10', (1) 11-12'. root stock shall be installed only from December 15 through April 15. Trees and shrubs planted in upland areas to be mulched a minimum of three PLANTING PLA N o 00 inches in depth and 18 inches in dia. Appropriate mulches include those made from composted leaves or bark that have not been chemically treated. C) Temporary irrigation has been designed for and will be used during the two year establishment/maintenance period. 0 20 40 60' 00 5. Monitoring and maintenance. All new plant material is to be tagged. UV3 Protection Tubing is required for all new trees and shrubs available at ACF 'n West(503-771-5115). The removal of non-native, invasive weeds is necessary throughout the maintenance period, or until a healthy stand of desirable Z vegetation is established. The site is to be monitored three times per growing season and once prior to onset of growing season for a min. of two L 0 years. If at any time the landscaping falls below the 80% survival level, the owner/ landscape contractor shall reinstall all deficient planting at the next NORTH SCALE: 1" = 20' appropriate planting opportunity and the two year maintenance period shall begin again from the date of replanting. This monitoring and maintenance o is all a part of the landscape contractor's responsibility. The landscape contractor is also responsible for putting together a timeline for the inspections OF 16 and providing a copy to the landscape architect and the owner. 00 00 O • O .,y ' • O MATCHLINE L1 . 10 p y pp yy s m T • J 2 Doublefile Viburnum 2 Vine Maple M m _ T �. %• :_.. o o H . � R� LLER U 12 Hogan Cedar 3 Heritage Rlver B€rch OREGON V 3 Western Red Cedar T mMromwater Facil T �9l'E AR .r. m m q. T ProTime 710 PDX Plus T T T m T Seed Mix To Be Used In This Area See Sheet L1 .15 18 Redtwig Dogwood It, 4, ,I I Im 41 �m r I: T , T T € m 19 Snowberry I I T T m m Treatment Area r t T T i T r T Freeboard Area (Side Slope) T i .= —= m m m _moi It, ° m m + + + + X01 BEIGHLEY & 41 .T T T; + + + + + + + + + + �+ + + ++ + ASSOCIATES INC. T �T ,1 + + + + + + +++ + ++ +;��4 + ■ ■ ■ ■ ■ 171 4 LANDSCAPE m T T + + + + + + + + +LLJ ARCHITECTURE i �' + .� + + + j� A AND PLANNING ,4: t + + + \ i J r + + + + ,+ ..... , + + + + + + 12840 N.W. CORNELL RD. m\.•__� + + +' + + + . PORTLAND, OR 97229 —1— + + + + y + + + + + + + ;} + +. '+ + + 1 + + FAX: 503 643-4798 U PHONE: 503 643-4796 + + + + + + . "+ + + + + JOB N0. 0843 + + + + . ... + + +- + + I + + j f 1 Oregon White Oak + .+ + :+ + + + + + + t + + + + +` �� I+ + + + + +r + + + + + +� + + r, + + + ;+ + + + + t + +: +' + + + + + + + + + + I + . + + + + + + + i- + : + + + ♦ + + + + + + + + + ♦ , �-1- I � I +� + �� Typical: �1 + + + + +, + + ;+ + i *Weed Barrier Required Over + + + + + ; + + + All Interior Landscaped 1 Oregon White Oak + + + +' f + ; +' + Areas. Grade to be 5' See Wetland Buffer list sheet + + + + + ?' + + + '+ + Below To of Curbs to + + + + + + ++,?* + + +'+ + oa P L1 .14 Z, WETLAND Allow for Specified Mulch. + ,+ + + + + + OOpp p pVG a + + + + r + + '+ 000 b' 0 A 1 + + + + + oo� + : + + + + + + 8 Elizabeth Rhododendron + + + + ;+ + + + + 44 Buffer Area for Wetland A ! + + r+ + + + + + 5 Dowyck Purple BeechSee Sheet L1 .14 For Plant * + + + + + ++ + ++ ++ + +++ O j + + /+ 85 Taiwan Creeping Berry © 24" O.C. + + + % + + + + + + Landscape Rock Typ. + + + + + +' + + + ` + + + + + + 9 Little Bunny Grass 16 Redtwig Dogwood !r + + + µ + + + + + — <r 2 Heritage River Birch + + + + ;+ + + + * + + ' + + + _ 1 Hogan Cedar 1 , + + + ; + + + + + + + + + i+ + + + + + + : + + + + � —C + + + M A T C H L I N E L1 . 14 LEGEND Planting For Stormwater Facility PROPOSED BUILDING Total square footage of Stormwater Facility is 7,200. Treatment area is 1,070 sq. ft. Freeboard area (sloped sides)is 6,130 sq.ft. Square footage of Treatment Area= 1,070 sq.ft. (� Wetland plants: 6 per 1 sq.ft. of a pond emergent plant zone. CONCRETE CURB & GUTTER ^� Construction details of Storm Water Facility are found on civil sheet C-2.7. 12"of topsoil to be placed throughout the water quality facility. The topsoil to be 65% Sandy Loam and 1,070 sq.ft. x 6=6,420 wetland plants (� 35% Compost. PermaMatrix to be broadcast over topsoil at.09 Ib/sq.ft. 7,200 sq.ft.x.09=650 lbs. CONCRETE SIDEWALK PAVEMENT ^�( Seed Mix: (For area between top of treatment area and fence) ProTime Clean Water Low Grow Swale mix. This is an approved seed mix by Clean Water Services: (Same as stated on sheet C-2.7) WETLAND BOUNDARY Dwarf Tall Fescue 40% Dwarf Perennial Rye 30% Creeping Red Fescue 25% + + + WETLAND BUFFER 1� ' os`onl(> Q ate Colonial Bentgrass 5% �9SC�e `�e\9r� ea`�ge ` Seeding Rate: 3 lbs./ 1,000 sq.ft. J�9Qe �tGa�O°� t°(Reo�`ce c0J'` StJ��°°l Q\a� Ge�Nee`c'e c`r9F° Site Description: Plant Communities �`� Q�a �a v g t�`� t�`� O� SQa This is a man-made Swale area and all existing vegetation will have been removed. REFERENCE ONLY JY Oregon Ash (Fraxinus latiflia) 32 Tree Moist Part 2 gal. 3' 8-10' Single Site Requirements: NOT APPROVED W[TH THIS PERMIT 1. Planting as follows: Vine Maple(Acer circinatum) 30 Tree Moist Part 2 gal. 2' 8-10' Single The Freeboard(side slope)area is approximately 6,130 sq.ft. aRedtwig Dogwood (Cornus sericea) 40 Shrub Wet Part 1 gal. 2' 4-5' Cluster Tree requirement 6,130 sq.ft. x .01 = 62 trees Shrub requirement: 6,130 sq.ft. x .05= 307 shrubs , —a° Douglas Spiraea(Spiraea douglasii) 50 Shrub Wet Sun 1 gal. 1.5' 4-5' Cluster _ Revisions v' This number of native plant material has been specified for this area. A seed mix has also been specified far the sides of the swale.All plants to be €t planted with additional organic matter if required k° Pacific Ninebark Ph socar us ca itatus 58 Shrub Moist Shade 1 al. 2' 4-5' Single P P P P P P 9 ,. r d ^"�.^ � 514112 u_ ( Y P P ) 9 9 but no traditional fertilizer is necessary. Plant placement shall be consistent with the form of the naturally occurring plant community. Trees&shrubs shall be placed in singles or clusters of the same s - N ner-; ^?' species to provide a natural planting scheme. The Redtwig Dogwood and Douglas Spiraea are to be planted at lower level of side slopes, Pacific Ninebark and Clustered Rose to be planted at middle r: . : I J t: 6/7/12 First Issue p Clustered Rose(Rosa pisocarpa) 58 Shrub Moist Sun 1 gal. 1.5' 4-5' Cluster 7�17�12 CWS Req area of side slope, Snowberry and Red Flowering Currant are to be planted at upper levels.Trees to be distributed evenly on side slopes. < i r� I r j 3 � a Snowberry(Symphoricarpos albus) 56 Shrub Dry Part 1 gal. 1.5' 4-5' Clusterf r ( w 9126112 Permit H I irequirements. stock shall be installed only from February 1 through May 1 and October 1 through November 15. Bare root stock hall b installed nl r m Red FloweringCurrant Ribies san uineum 45 Shrub D Sun 1 al. 1.5' 4-5' Cluster 2. Plant installation 15 through ugy ry g y g s e ste h o y f o ( 9 ) Dry 9 December 15 through April 15. Trees and shrubs planted in upland areas to be mulched a minimum of three inches in depth and 18 inches in dia.Appropriate mulches include those made from resubrrtital Small-fruited Bulrush Scir us microcar us 3,210 Herb Wet Sun composted leaves or bark that have not been chemical) treated. Temporary irrigation has been designed for and will be used during the two year establishment/maintenance period. ( p p ) plugs 6" 6/sq.ft. Mass P Y P ry 9 9 9 Y 3. Monitoring and maintenance.All new )ant material is to be ed. UV3 Protection Tubing €s required for all new trees and shrubs available at ACF West 503-771-5115 The removal of 1 , N 9 P 99 g q ( )• MT o Slough Sedge(Carex obnu to) 3,210 Herb Moist Part plugs 6" 6/sq.ft. Mass non-native, invasive weeds is necessary throughout the maintenance period, or until a healthy stand of desirable vegetation is established. The site is to be monitored three times per growing ��` ,� a; , C season and once prior to onset of growing season for a min. of two years. If at any time the landscaping falls below the 80% survival level,the owner shall reinstall all deficient planting at the next l ) DRAWN AMM N appropriate planting opportunity and the two year maintenance period shall begin again from the date of replanting.This monitoring and maintenance is all a partof the landscape contractors ` I ° responsibility. The landscape contractor is also responsible for providing a timeline for the inspections and providing a copy to the landscape architect and the owner. fit- a j CHECKED HSB m _..... • ... ... .e._ _..:....i DATE 4/6/12 M m JOB NO. 0843 Pt I�W0 Co 0 0 Z PLAN2TING40PLAN o 60 L / o 12 NORTH SCALE: 1" = 20' of 16 g a i• .01 og c � oou taot �r _ o� ate` eR°eta rt eR`e�ts �\co°�� `o'Ro�e aosg Buffer Around Wetland B: The first 25' of this buffer was planted in 2007 and has been monitored every year since. During the construction for Plant List for: Buffer Area Around Wetland B: t �Q° eGa�g o�c b�OQpd �e�yg �t 9�o .2t ! °• "• jls�'�'p� this Walmart project, some of this area will be damaged for grading purposes and need to be replanted. The first 25' pIT,.,.„ $- ,m •�Y 31`I�VCCnJ does not meet the current CWS standard for trees and will need to have trees planted to meet this standard. The outer Big Leaf Maple(Acer macrophyllum) 65 Tree Dry Sun 2 gal. 3' Single s {LG °•• ° e %, /�/� P k lit II`T#I ii Cyt r'f''�I°IiT1-,3'I'"111 y° ° • Q' _ Q - �fJ// 25'of the buffer needs to be planted and brought up to CWS standards. Plants from both the Riparian Forest and the Douglas Fir(Pseudotsuga menziesii) 73 Tree Dry Sun 2 gal. 3' Single lr ` / (M/"ILLt Upland Forest have been chosen with more heavily reliance on the Upland Forest palleft due to the hydrology. No trees . - ° NEM.ROTOLO• R V P 9 Red Alder Alnus rubra) 65 Tree Moist Sun 1 al. 3' Single �' xx OREGON W or tail shrubs to be planted in vision clearance triangle area. ( 9 9 Now Vine Maple(Acer circinatum) 90 Tree Moist Part 2 gal. 2' Single o Tree requirement:7,574 sq.ft:(outer 25'buffer area)x.Ot = 76 trees y y J'� 20,262 sq.ft. (inner 25'buffer area)x.ot = 203 trees Red-osier Dogwood (Cornus stolonifera) 50 Shrub Wet Part 1 gal. 2' Cluster Swam Rose Rosa isocar a 130 Shrub Moist Part 1 al. 1.5' Cluster V Shrub requirement: 13,933 sq.ft. (outer 25'plus regraded area of existing planting)x.05= 697 shrubs P ( P P ) 9 s This number of native plant material plus 5/o additional has been specified for this area. All tants to be it planted with additional organic matter if required but Sala] (Gaultheria shallon) 130 Shrub Moist Part 1 gal. 4" Cluster P P P P P P 9 q • � �, ' n no traditional fertilizer is necessary. Plant placement shall be consistent with the form of the naturally occurring plant community. Trees & shrubs shall be placed Sword Fern(Polystichum munitum) 130 Shrub Moist Shade 2 gal. na Cluster in singles or clusters of the same species to provide a natural planting scheme. The Redtwig Dogwood are to be planted at lower(wet) levels of buffer area. Big — —� Leaf Maple, Douglas Fir, Snowberry, and Red Flowering Currant to be planted at upper(dry) levels. The remainder of the shrubs and trees are to be distributed Snowberry (Symphoricarpos albus) 152 Shrub Dry Part 1 gal. 1.5' Cluster ----- ---"- '--evenly in the buffer area. A seed mix has also been specified for the buffer area. Red Flowering Currant(Ribies sanguineum) 140 Shrub Dry Sun 1 gal. 1.5' Cluster LEGEND / - M PROPOSED BUILDING 240 + + + WETLAND BUFFER PLANTING P L A N ,, A T CHL i CONCRETE CURB & GUTTER E - r CONCRETE SIDEWALK PAVEMENT NORTH SCALE: 1" = 20' WETLAND BOUNDARY i ue Rhoda q � AS OCA ES INC. t $ .....-Blue.......escue 5 Sword Fern 1 Oregon White Oak ..._Blue\Eescue ■ ■ ■ ■ � 7 Jean Marie Rh "dole dronCAPE LRNDSTECTU RE David Viburnum 5 l �......._ 2 1 Red Sunset Maple + + + + + + + + + + + + + 9 Compact Winged Eu(-- u nymu 4. AND PLANNING + + + ..+,. 'Allowable Encroachm nt into + + + + + + + + + + + + +' + , .+ + + + + R ' I �. i PORTLAND, OR 97229 D Existing/, Mitigation Ipnting + + + + + + + + ' , + +��\ + + + PHONE: 503 643-4796 + + + + + ,+ + + + FAX: 503 643-4798 + + + + + + �+ + + t • _I JOB N0. 0843 + + + + + + + + + • + + +` OO 6 Greens ire Uert' + + + + + + + + + + \+ + \� ... -................ __ 30' O.C. + +. + + + + , + .+ ' + + . + + + + + + + + +1 + 6 David Viburn`4n / + + ++ + + +++ ++,+;+ / 3 Blue Fescue,' 291 TaiwaKi Creeping Berry "" + + + / + + + +' + + „ 2 Red Sunset Maple r : ` + + + + + + + +++ ++ 1 Crimson Sentry Maple 8 Jean Mariei Rhododendron + + - / + + + + + + + + + + + ; + `" 4 Compact Winged Euonymus ! + + + + + - + + + + + + + �i + + + + + + +,+ + + + + O 16 Snowberry / + ++ + + + , + + + + + + + + + + + + O 1 13 Sword Fern + + + + + + + + + + + + + + + + + Q 4 Red Alder + + + + + + + + + + '+ // + / + + + + + + + + + + Q Typical: .,, i O i + + + + + + +, + /`, *Weed Barrier Required Over x • \ O + + + 'I All Interior Landscaped / O ! ®i 44 + + + + ,+ + + +.. � T Areas. Grade to be 5" / / ' ?^ + + + r + + + + + +', + + +; +•, + + + Below To of Curbs to \ O 8 Com act Win ed Euonymus + + + + + + + + + + + + + + P 1 Y + / WETLAND + + + + + + + 1+ '+ + + +� Allow forSpecifiedMulch. + + + + \ 5 Crimson Pygmy Barberry r �{ + + + + + + B ++.+.. 000 ++++ + +++ +t'k + + + + + + + Retail 1 ; c + + + oo + + + + + + +,� + + '+ + + , \ 3 Blue Fescue J + + + + + + + + + + + +`• + + + + '+ + �g� + + + + + + + + + + + + + 11 Compact Win ed \Euonumus W `� 1 + + + + + + + + + + +\ + + + \I + + + + + + + + + +\ + + + , + \ • I J x: + ++ + + + + . + + h 14 Repens Oregon Grape6` 1 1 + + Existing Buffer Planted i + + + + + + + + + '+ + + + + + + + + + + \+ 25 ) + + + + + + + + + 13 Snowberry U + + + Area (Inner + + + + + + + + + + + "+ + ,5, �Q' + + + + + + + + Buffer Area To Be Planted + + + + + + + + + + + + + 5 Vine Maple ) ( O r + + + + + ++ + + 9 Sword Fern + ++ _ (Outer 25 ) + + + + + + f + + + + + + + + + + + + + + + + 3 Compact Winged Euonymus + + + + + + + + + + + + + + + + + + + + + + 1 Crimson Sentry Maple ` 12 David Viburnum + + + + + + + + + + + + + 111) } + + + + + + + + + + + + + + 3 Blue Fescue 2 Red" Sunset Maple + ++ + ++ + + +++ + + + + + +' + + + + + + + + 3 Hogan Cedar / \ 9 Jean Marie Rhododendron \ + + + + + + + + + + + + + + + _ ___ + + + + + + + ,+ + + + + + + + + + + + + + + + 10 Silver King Euonymus / 12 Taiwarl/Creeping Berry + + + + + + + + + + + + + + + �q + + + + + + + + + + + + + + + + + 2 Green Arrow Cypress � 1 Cri son Sent Maple `y + + + + + + + + + + + + + + + + :+ YP Sentry P + + + + + + ++ + +++ + -,' . + + + + + + + + + + \ 5 Spring Bouquet Viburnum 1 Orego 1 Grape + + + + + + + _._ + + + + + + + + ..+ + + + + + + + -- ,' + + + + + + + + + + 3 Vine Maple � + +. + +'� + + 3 Little Bunny Grass �j L ` \ Ch + + + + + + + + + + + + + + . + +� 7 Moon Bay ~ 1+ + + + + + + + + + +. N F + + + + + + + + + i + + + + + + ;+ + + andina 0 + + + + + + + + + + + + + + + + + + '1+ aI + ++ + + + + + u o + + + + + + + + + A " - - Revisions J LL + + + + + ♦ +" ;+ ` R. " .. 'R (�,-� 5/4/12 o �\ ! + + + + + ;+, ♦ + .6/7/12 First Issue i3 rr + S R O a 7/ 7/ W eq NIX ^�`J a_ + + + + +�"„F..., '' . '�•� . kms. ,r` r ,ri,,'�, • ''+ + 9126112 Permit l!1V I P_uc-�\ + + + + + + + " + _ \ r , 060 ..' •-.I' + + + Jr 1 ' ..` -�� \I\�_�-'� • _ 000 0 + t +, t ++ +. resu mi a —..... ........... —........... ., i —r — — DRAWN AMM N CHECKED HSB \ 1 Protected Area DATE 4/6/12 o 11 Jean Marie 6 Unique Rhododendron 15 Snowberry JOB N0. 0843 �r Rhododendron 6 Heritage River Birch Oregon White Oak Buffer Area for Wetland A c 11 Redtwig Dogwood See Sheet 1-1.14 For Plant CD Co List and Directions L Az 6 Deodar Cedar 1 o 13 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT 0 OF 16 a Buffer Around Wetland A: planthis t c buffer i es were used for the planting plant in grade, a mix of Riparian Forest and Upland Forest l0�l dy�l Q yZs 311 ,'�'O � .very large and varies quite a � Area of Buffer:43,657 sq.ft. ``e5G �e��e 6�� `'�9gd `�g�90 2� ., o � NEM.R� ER U Tree requirment:43,657 sq.ft.x.01 = 437 trees Plant List for: Buffer Area Around Wetland A: Q�a��Ga�9o�.pfatiB��gQJ`t0��9o��gQJ\t6 o so gps°��9Qot� y� OREGON Shrub requirement:43,657 sq.ft. x.05= 2,183 shrubsa. r COO�9 "millh 61i on o Big Leaf Maple(Acer macrophyllum) 39 Tree Dry Sun 2 gal. 3' Single This number of native plant material plus 5%additional has been specified for this area.All plants to be pit planted with additional organic matter if required but no traditional fertilizer is necessary. Plant placement shall be consistent with the form of the naturally occurring plant community. Douglas Fir(Pseudotsuga menziesii) 44 Tree Dry Sun 2 gal. 3' Single Trees&shrubs shall be placed in singles or clusters of the same species to provide a natural planting scheme.The Redtwig Dogwood are to be r ' ' fll♦ h ' planted at tower wet levels of buffer area. Bi Leaf Maple, Douglas Fir, Snowberry, g p pp (dry) Oregon White Oak(Quercus garryanna)" 5 Tree Dry Sun b&b (1.75") Single �,,_ �� p (wet) g p g rry,and Red Flowering Currant to be planted at upper d f levels. The remainder of the shrubs and trees are to be distributed evenly in the buffer area.A seed mix has also been specified for the buffer Red Alder(Alnus rubra) 116 Tree Moist Sun 1 gal 3' Single " » „ : ; area Western Red Cedar(Thuja plicata) 100 Tree Moist Shade 2 gal. 2' Single Vine Maple(Acer circinatum) 156 Tree Moist Part 2 gal. 2' Single Red-osier Dogwood(Cornus stolonifera) 275 Shrub Wet Part 1 gal. 2' Cluster Cascade Oregon Grape(Mahonia nervosa) 325 Shrub Moist Part 1 gal. 4” Cluster Swamp Rose(Rosa pisocarpa) 325 Shrub Moist Part 1 gal. 1.5' Cluster KEY PLA N Pack Ninebark(Pysocarpus capitatus) 325 Shrub Moist Shade 1 gal. 2' Single Salai(Gaultheria shallon) 325 Shrub Moist Part 1 gal. 4" Cluster Sword Fern(Polystichummunitum) 325 Shrub Moist Shade 2 gal. na Cluster PLANTING PLAN \ Snowberry (Symphoricarpos albus) 218 Shrub Dry Part 1 gal. 1.5' Cluster 0 20 40 60' , Red Flowering Currant(Ribies sanguineum) 175 Shrub Dry Sun 1 gal. 1.5' Cluster •Source of 1.75"cal Oregon White oak(same as the NORTH SCALE: 1" = 20' BEIGHLEY & source for retail landscape plant list ILIA 5): ASSOCIATES INC.. N Rigert Shade Trees LEGEND 0 0 E 0 0 21800 MATC H L I N E 1- 1 . 11 Aloha, Murphy ARC.HITECTURE r 503 649 802407 LANDSCAPE I� J PROPOSED BUILDING AND PLANNING CONCRETE CURB & GUTTER 12840 N.W. CORNELL RD. W PORTLAND, OR 97229 zCONCRETE SIDEWALK PAVEMENT PHONE: 503 643-4796 j FAX: 503 643-4798 J WETLAND BOUNDARY JOB N0. 0843. ;• - i U + + + WETLAND BUFFER t • I i Q MATCHLINE 1- 1 . 12 Typical: (3) ® o + + + 60 Taiwan Creeping BerryJ j + + + + t %+4% + + + 24 O.C. '. . 4 Dawyck Purple Beech 9 Repens Oregon Grape �+; +; + f + + + +r + + 22 Blue Fescue 2 Hogan Cedar + + + ++ +;++ ++ * + + + + + + 2 Red Sunset Maple 9 + + ' +' + + .+ ; +! + + I t + + ; + + + 1+ + + 3 Lavender 3 Red Alder p0 ++ + + + + + + + +'+* +++ + + Let Seed Mix For Buffer Area + + + ; +. + 4 + + + +i + + + r +1 + + + O Continue to fence this Area + + f+ + + + 4 + + Q +! a! + r+ +; +1 + + �I + :+ ; + i k ( Typical Island. (3) r t + } # + + �l I + + - +I t + + ' + + + + �I i 15 David Viburnum + + + + + + /+ + + V C'7 O 6 Blue Fescue + +++ ; + + + + + }+4- ++++ fF 2 Crimson Sentry Maple ' +,t + + + + +i*i t+ + + t + Typical: + + * ed Barrier Required Over 9 Jean Marie Rhododendron 14 + + + + ti + + + I All Interior Landscaped �. + ++r+ * ++ + + +��+ + + + +t W Areas. ` Grade to be 5 Ll Below ':Top of Curbs to I 1+* + + + ++}+ * + + * + ++ ++ + ®I Z Allow for Specified Mulch. 1+° + +T +++ +} ++ + +++++ + + + a- + + + 2 + + + + + ++I+ + +++ + + { O O U 3 Dawyck Purple Beech + + + + + + + + + + 6 Blue FescueIly + + + + + * +++ + + + ++ + 6 Lavender 10 Little Bunny Grass 4' + + ++ ++ + + + ++ +++ ++ + i 8 Green Arrow Cypress Let Seed Mix For Buffer Area �+ i ;+ *+ + + + { + + ++ + + + + + 54 Taiwan Creeping Berry ;® 24" o.c. Continue to wall this Area 1 + + ,+ ; .. . + + + + + 1 Deodar Cedar, 8 Compact Winged Euonymus +. + + + + + + + ,+ + + + . + + + + _ I 5 Oregon Grape! 1 Crimson Sentry Maple Let Seed Mix For Buffer Area 1 '+ + +.+ ++ ++ +++ + + + t + ►� Q 2 Oregon White Oak O 3 Hogan Cedar + + + +' + + + + 04 1 Heritage River. Birch 3 Blue Fescue O Continue to Curb this Area + ! + + + 17 Snowberry 11 Redtwig Dogwood 11 Repens Oregon Grape + + + + + + + + + + + + + + + ice ' 5 Hogan Cedar 1 Oregon White Oak + + + .+� + + + I I I O 9 Red Alder 3 - Hogari GEdar 9 15 Repens Oregon Grape _. .. ^ _ter �+ .+ + + •+f+ + + + + 3'- Vine Maple " '+ _. .. ter- ��. + + + + + + + f'+ t + + + + + + + + + .._ +_... + + + + '� } ,�.q-17 ._+,..-....* + + + t r ,ter. i. i . .. . .. 'i + + + + + + + " i o % " ' � -- ,' '�+ ".}�,'# 9l � } + +/' + + + + + + Revisions _..}.__.........-- +........... -....�. ........_+. ..._i. + "i% .y '/+ 'i'�.• +, .. t -+'_._+' + } ;i, �. r _ f�"� b :� + + .... ¢ F�, „'F: . , ' . ". . 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'� A ��'�r..F + + + '+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + DATE 4/6/12 + ++ + + ++ + + ++ ++ + + }+ �-t ��ir.+�+ +��+ + — — +—�= +— + +_ + + + + + + + + —.._ — ...—..... —. ..—..... —.._—_.. — —... — _—_ — — JOB No. 0843 c �....�..... �._..�..... - - 1 Oregon White Oak Buffer Area for Wetland A 0 o N Z REFERENCE ONLY Llo 4 NOT APPROVED WITH THI5 PERMIT OF 16 D g Plant Materials Listing: Seed Mix ProTime 710 PDX Plus (8,615 sq.ft. - See Sheets L1 .10 & L1 .12) LANDSCAPE SYMBOLS: IS7 , PR8820 Perennial Ryegrass (Lolium perenne 'PR8821 ') 56% 4�0311 BOTANICAL NAME QTY. SIZE CONDITION REMARKS BOTANICAL NAME QTY. SIZE CONDITION REMARKS Eureka II Hard Fescue (Festuca ovina duriuscula 'Eureka II') 15% ` y� �,/� � COMMON NAME COMMON NAME Dwarf Yarrow (Yarrow millefolium) 7.5% ' x Groundcover �(m`MROTOLO LER F TREES SHRUBS CONT. Dutch White Clover (Trifolium repens) 6% � OREGON W Perennial Lupine (Lupinus perennis) 4.5% O'Connor's Strawberry Clover (Trifolium fragiferum 'O'Connor's') 3% a ProTime 710 PDX Plus Seed Mix Area �9pE pti ` Acer circinatum 23 6-7' B&B 3 Trunk Viburnum davidi 153 2 Gal. Can 12-15" California Poppy (Eschscholzia californica) 3% Vine Maple Min. David Viburnum Sweet Alyssum (Alyssum maritimum) 2% Shasta Daisy (Chrysanthemum maximum) 1 .5% Acer platanoides "Crimson Sentry" 60 2%' Cal. B&B Viburnum plicatum tomentosum 89 5 Gal. Can 18-24" Godetio Farewell to Spring (Clarkia amoena) 1 .5% Turf Area Crimson Sentry Maple Doublefile Viburnum Seeding Rate: 2 lbs. per 1 ,000 sq.ft. Acer rubrum "Franksred" 57 2'/i' Cal. B&B Viburnum tinus "Spring Bouquet" 126 5 Gal. Can 18-24" Red Sunset Maple Spring Bouquet Viburnum Landscape Boulder (39, 2-3cf each) Appriximate Landscape Areas: Native Basalt Alnus rubra 22 6-7' B&B 3 Trunk GROUNDCOVER & VINES Turf Area: (Sod) 2,760 sq.ft. Red Alder, Min. Street R.O.W. Planting Area: 5,565 sq.ft. Conifer Tree Rubus calycinoides "Emerald Carpet" 3,548 4" Pots 24" O.C. On Site Landscape Area: 73,850 sq.ft. Betula nigra "Cully" 16 8-10' B&B Clump Taiwan Creeping Berry Wetland/Buffer Areas: 77,000 sq.ft. Heritage River Birch Form Stormwater Facility Area: 7,200 sq.ft. \ 0 Deciduous Tree Cedrus deodara 22 8-10' B&B Planting Details: , Deodar Cedar 0 Multi-Trunk Deciduous Tree BEIGHLEY & Chamaecyparis nootkatensis "Green Arrow" 13 7-8' B&B ASSOCIATES INC. Green Arrow Cypress -- 0 0 „ „ MULCH/TOPSOIL BACKFILL 1. 4" MINIMUM OF SHREDDED BARK O LANDSCAPE Fagus sylvatica Dawyck Purple 12 1% Cal. B&B MULCH/ TOPSOIL BACKFILL MULCH COMPACTED OR AS Shrub ARCHITECTURE Dawyck Purple Beech ROOT13ALL AND TRUNK 1. TREE WRAP SPECIFIED. ROOTBALL AND TRUNK 2. STAKE SIZE SHALL BE ONE SIZE AND PLANNING TREE STABILIZATION AND 2. 4" MINIMUM OF SHREDDED BARK MULCH HIGHER THAN REQUIRED FOR SIZE OF Fraxinus americana "Junginger" 13 2'/2' Cal. B&B FERTILIZATION SYSTEM COMPACTED OR AS SPECIFIED. TREE STABILIZATION AND TREE. REFER TO SITEWORK 12840 N.W. CORNELL RD. SPECIFICATIONS FOR APPROVED Autumn Purple Ash 3. 3 HIGH SOIL BERM TO HOLD WATER. FERTILIZATION SYSTEM MATERIALS AND INSTALLATION PORTLAND, OR 9 I REQUIREMENTS. PHONE: 503 6433-4-4 796 4. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN FAX: 503 643-4798 2Y2"Prunus serrulata 'Kwanzan' 7 2 ' Gal. B&B REQUIRED FOR SIZE OF TREE. REFER TO SITEWORK 3. 4" MINIMUM OF TOPSOIL TO BRING TO JOB NO. 0843 Kwansan Cherry PLL ECIIATIO REQUIREMENTS.APPROVED D MATERIALS AND FINISHED GRADE (SEE GRADING PLAN). i 4. TOP OF ROOTBALL MIN. 1" ABOVE Quercus Garryanna 3 1.75 cal. B&B PLAN * 5. FINISHED GRADE (SEE GRADING PLAN) FINISHED GRADE Oregon White Oak 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED PLAN 5 B&B CIOFCACONTATIONS INERIZED ROOT(SEE GRADE. BALL REQUIREMENTS). Thuja plicata 8 5-6' B&B 7. B&B OR CONTAINERIZED (SEE SPECIFICATIONS 6. PREPARE PLANTING SOIL AS Western Red Cedar FOR ROOTBALL REQUIREMENTS). SPECIFIED. 8. PREPARED PLANTING SOIL AS SPECIFIED. 7. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON Thuja plicata "Fastigiata" 40 5-6' B&BMOUND OF UNDISTURBED SOIL TO Hogan Cedar B BEOTBALLS PLACED ONEATER THAN 24'MOUND OF UNDISTURBED RSOILALL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" INNDIA. MAY PREVENT SETTLING. ROOTBALLS SMALLER THAN 24" SIT ON COMPACTED EARTH. Tillia cordata "Greens Ire" 22 2�/zI ' Gal, B&B a IN DIAMETER MAY SIT ON COMPACTED EARTH. P 8. UNDISTURBED SUBSOIL Greenspire Linden 2 10. UNDISTURBED SUBSOIL � 9. 3" HIGH SOIL BERM TO HOLD WATER. 5 ( 10. TREE WRAP O SHRUBS 11. CUT BACK SLOPE TO PROVIDE A FLAT 4 2 SURFACE FOR PLANTING. Arctostaphylos Columbiana "Oregon Hybrid" 56 2 Gal. Can 12-15" 5 O Hairy Manzanita 10 NOTES: Berberis thunbergii "Admiration" 11 1 Gal. Can 10-12" -III A. FINAL TREE STAKING DETAILS Admiration Barberry A. FINAL TREE STAKING DETAILS AND PLACEMENT 4 j AND PLACEMENT TO BE _ TO BE APPROVED BY OWNER. - I I- APPROVED BY OWNER. Berberis thunbergii "Crimson Pygmy" 51 2 Gal. Can 12-15" - ": III b B. REMOVE BURLAP, WIRE, AND STRAPS (ANYTHING 9 B. REMOVE BURLAP, WIRE AND I Crimson Pygmy Barberry = `'` :r ' THAT COULD GIRDLE TREE OR RESTRICT ROOT _-I ( I STRAPS (ANYTHING THAT '= GROWTH) ON UPPER 1/3 OF ROOTBALL. _ 5 COULD GIRDLE TREE OR - , I� III �'JRESTRICT ROOT GROWTH) ON , Cornus stolonifera 97 5 Gal Can 24-30" T - C. SEE LANDSCAPE NOTES FOR THE TYPE OF I I UPPER 1/3 OF ROOTBALL - MULCH MATERIAL TO USE. �s •;:. i Redtwig Dogwood III-I ' C. SEE LANDSCAPE NOTES FOR q D. PRUNE TREE AS DIRECTED BY LANDSCAPE _ _ THE TYPE OF MULCH MATERIAL F� -( Euonymus alatus "Compact" 183 5 Gal. Can 18-24" ARCHITECT. TO USE. REFERENCE ONLY Compact Winged Euonymus SECTION ID E. BRANCHING HEIGHT TO A.A.N. STANDARDS. 12 S D LANDSCAPRUNE REEAAS DIRECTED BY NOT APPROVED WITH THIS PERMIT TYP. E. BRANCHING HEIGHT TO A.A.N. Euonymus japonica "Silver King" 139 5 Gal. Can 18-24" STANDARDS. Silver King Euonymus SECTION 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" 2" Festuca ovina "Elijah Blue" 149 1 Gal. Can 10-12" BEST FACCO E OFSRRO HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROO7BALL OUNBlue Fescue TREE PLANTING �� FRONTOFP ANTINGTO ACE BED. + + 2 WHEN USED IN MASSES- PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT y NO SCALE WALMART 06/07/20101 + + T 3. 4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR �p4 _ ._._ .._._...-- �I Lavendula angustifolia 9 1 Gal. Can 10-12" - - - -- REFER TO PLANT SCHEDULE + + + + AS SPECIFIED. Lavender TREE PLANTING ON SLOPE FOR SPACING 4. EXCAVATE ENTIRE BD SPECIFIED FOR GROUNDCOVER BED. BEST FACE OFSRROB NO SCALE 5 PLAN 5. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE Mahonia aquifolium 65 5 Gal. Can 18-24 GROUNDCOVER TO FACE + + (SEE GRADING PLAN). q Oregon Grape FRONT OF PLANTING BED. 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" 6. PREPARED PLANTING SOIL AS SPECIFIED. NOT WHEN + + T HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL _ _ GROUND- COVERS AND SHRUBS USED IN MASSES ENTIRE 2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO os 07/io rn pima sir BED TO BE AMENDED WITH PLANTING SOIL MIX AS REFER TO PLANT ti Mahonia repens 182 2 Gal. Can 12-15 SCHEDULE FOR SPACING + + + + ACHIEVE A UNIFORM MASS/HEIGHT SPECIFIED. 1 RepenS Oregon Grape 3. 4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR( 1. CROWN MEDIANS ® 4:1 SLOPES (OR AS SPECIFIED ON THE 7. SCARIFY ROOTBALL SIDES AND BOTTOM. 11 PLAN AS SPECIFIED, LANDSCAPE PLANS. 8. CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER 2. EXCAVATE A CONTINUOUS 24" DEEP PIT (FROM TOP OF CURB) PLANTING. Nandina domestics "Moon Bay" 55 5 Gal. Can 18-24" BED. I FOR ENTIRE LENGTH AND WIDTH OF ISLAND AND BACKFILL NTH - Moon Bay Heavenly Bamboo 5. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE APPROVED PLANTING SOIL MIX. BOTTOM OF PIT IS TO BE NATIVE O (SEE GRADING PLAN). SOIL S I 2 B 4 5 C?_ I 2 8 4 6. PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN 3. PROVIDE CONTINUOUS 'DEEP ROOT ROOT BARRIER. (WHEN o Pennisetum alopecuroides Hameln 27 1 Gal. Can 10-12" GROUND- COVERS AND SHRUBS USED IN MASSES ENTIRE 4PEPROTECT AND RETAIN ALL CURBS AND BASE. Revisions 0 BED TO BE AMENDED WITH PLANTING SOIL MIX AS 8 - v Dwarf Fountain Grass SPECIFIED. 5. PROVIDE 12" DEAD ZONE 0 CURB EDGES. �p 5 6. PROVIDE 2" FROM TOP OF CURB TO FINISH GRADE TO ALLOW FOR III_ 5/4/12 7. SCARIFY ROOTBALL SIDES AND BOTTOM. 5 MULCH OR SOD. PROVIDE 4" MINIMUM TOPSOIL ABOVE COMPACTED _ 6/7/12 First Issue o Pennisetum alopecuroides "Little Bunny" 22 1 Gal. Can 10-12" SUBGRADE FOR SOD (TYP.) III=I Little Bunn Grass y O 12 12 7. COMPACTED SUBGRADE TO REMAIN FOR STRUCTURAL SUPPORT I- g Pol stichum munitum 39 1 Gal. Can 10-12 f OF CURB SYSTEM. (TYP.) - _ 26/12 Permit Y y 8. FOR RECONSTRUCTED ISLANDS, REMOVE EXISTING AGGREGATE 9/ •\ _ BASE AND ARCHITECTURAL CONCRETE. REPLACE WITH APPROVED =I AM resubmital n -_- _ \.,. 6 PLANTING SOIL MIX. - Ln Western Sword Fern Rhododendron varieties: I I q I-- I I I g 3 A. VERIFY LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION I I ` Iii I DRAWN AMM Elizabeth 8 15-18" B&B J I 2 B. EXCAVATE ENTIRE AREA UNDER ALL SHRUBS/GROUNDCOVER/TREES -I I CHECKED HSB Jean Marie 103 21-24" B&B I : C. ALL MEDIANS SHALL UTILIZE POOR DRAINAGE DETAIL WHENI- -I PERCOLAT10N RATES ARE 2" PER HOUR OR LESS OR DON NOT MEET SECTION 6 DATE 4/6/12 Unique 19 18-21 B&B LOCAL REQUIREMENTS. � m 12 JOB NO. 0843 m Symphoricarpos alba 104 1 Gal. Can10-12" I SHRUB/GROUNDCOVER PLANTING ON SLOPE �1 snowberry SECTION SHRUB GROUNDCOVER PLANTING NO SCALE CD m NO SCALE TYPICAL LANDSCAPE MEDIANASLANDI WALMART 05/30/2008- NO SCALE ��JWALMART 05/30/2008 WALMART 05/30/2008 : *Source of 1.75" cal Oregon White Oak: Rigert Shade Trees -__ - _..__._�.___.... ____._. ._._. ._ _..__.___-. - .__._. _...._._. _- - __ _ -- --_.. 21800 SW Murph L 1 y Ln15 Aloha, OR 97207 PLANTING DETAILS ° t 503 649 8024 0 OF 16 0 .@n J •• •• .,, • • It 4• It o r k :: IL a� ��i �•� TREE MIT ! GAT1ON -9• ISTF��. zpIt TREE # APLAN ! � , 1 . ! /. h COIMS3DCi4kQ. t ON r z X TREE TO BE REMOVED - DESIGNATED HAZARDOUS/DEAD 6149 NORTH 0 50 100 150' r . S 9 HAROLD S.B s, ® TREE TO BE REMOVED & MITIGATED 6'•"' � SCALE: 1• = 50 \. OREGON �W ` ON-SITE TREE TO COUNT TOWARD MITIGATION " In Kind Mitigation- substitute a given tree with a similar species or one deemed more appropriate . C� `SAE Av " Removed: Thundercloud Plum(Prunus cerasifera"Thundercloud' 8. " o%mitre 24.25- Substitute: 2 " 3 )@4 5 5 q= 4. 5 i " Substitute: 10 Autumn Purple Ash(Fralrinus Americana Junginger) @ 2.5 al each = 25 Removed: i Scotch Pine(Pinus sylvestris) @ 15.5" 50%mitig.req= 7.75" 10 Autumn Pu Ie�Ash �� w Substitute: 5 Deodar Cedar(Cedrus deodara)@ 8-1o'(1.'75"al.assumed) 8.75" �i � 5 Deodar Cedar Removed: 2 Douglas Fir(Pseudotsuga menziesii)@ 68" 50%mitig.req= 34" i \ \ Substitute: t R d 5 6'(1 0"al 5" - h 4 Western Red Cedar(Thuja pli ata) @ 9-u'(1.'75"al.assumed) _ '7" � � _.. m 1 13 Deodar Cedar(Cedrus deodara)@ 8-lo'(1.75"al.assumed) =22.5" subtotal 34.5" BEIGHLEY & a - t, t Replacement68.25" ASSOCIATES INC. _ I , To Rep a eme N N N LANDSCAPE _ ARCHITECTURE 3 Assurance Mitigation of Tree #50 provide specimens at the given mitigation rate without removal ": / ` — ` of tree. AND PLANNING or { ,• I (f I ( ,,,jr ,. 3 Deoclkaa4wd: 1 Oregon White Oak(Q ercus garryana)@ 26" 5o%mit.rate= 13" PORTLAND OR 97229 12840 N.W. CORNELL RD. I ' fi - Provide: 8 Oregon White Oak(Arcus garryana) @ 1.75 =14' PHONE: 503 643-4796 r " CI 04 ( i FAX: 503 643-4798 ,! l t� , � I •-.,..•� 1 JOB N0. 0843 0 ' ..... _ co Oi _L LLLL I i - � Western Red Cedar, m I i : - - . . 4 Weste i i t t a a a ala ' , 4 3 Westem Red Cedar t ' \ Al 1 II F, U � s „ i i ' r .......... y i _ I ` 4 % I I I I 2 Oregon WhAe Oak on I ite Oak l 1 -6i ;r r (� j b 'moi !.I 11� J: ti / o v Revisions 5/4/12 F^ \ ' ' /\ ' c 2 Oregon Whfte Oak a i f•:., - 9/26/12 Permit �G) _ esub l \ �. a � Ialala )� T mita � � p. ., ..... ` " _ ! � ,•,�; �_.._ � ,, � � f% a a a a �: a I, a I I � _�"v- _ —___ — . ire - _ N \ _ , - - " .,, ":,, • , -,,, - 1' . Ore on White Oak DRAWN RCD CHECKED HSB _ I t DTE --._....... ... .._ e -� � � - - - .�, ;� A 416112 44 50 JOB NO. 0843 paa o ORE ATRIRE 1 O nWhdeOak ON ASR19K 7 Deodar Cedar Lk 111 0 Z REFERENCE ONLY o NOT APPROVED WITH THIS PERMIT 0 o OF 16 c� n i.% i , I I. Nti WALL H WALL A SCALE IN FEET )�S- ,3 I Ir„Jy ``.•`.,g' W".� / Y ..-.,. .J�_ i +34 ;�.�\\\`� Atl' Y h T f Ll f��"' I ' � j "�F �• i 1 �c� 3'�T ' Nr � µ�::- ,�� :r rr: r ,,,r.,..,-., a� +. I n � �'� ... ' w , ;.. art +.,,/ (`j,(/,- ?7.0!70 `:F 4 I ( - / i �.��6E �, I�_,-.: T, .yJ. .,...�,� c c�c`�� e I c I r. I c •`�� 1 E FIE > Ail I 'I �f�- -- _ WALL G 5 ��L o I \ 1r c t c I 7 tDL 1 Sco f a, ti ,a+.. clr. 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WALMART #5935-00 DRAWN BY:: BHS IrerraconKTH TIGARD RETAIL CENTER SCALE: BY: AS Consultin Engineers and Scientists ouar n SCALE: MARCH2 1 Consulting g DATE: MARCH 2012 4103 SE INTERNATIONAL WAY,SUITE 300 PORTLAND,OREGON 97222 ~ny O' Oo9 JOB NO. 82105032 PH.(503)659-3281 FAX.(503)659-1287 FSC �' ACAD NO. DRAWING NO. TIGARD OREGON SHEET No.: 1 OF 7 J 6 PART 1 GENERAL a. SIZE: 4 INCH BY 18 INCH BY 11 INCH (101 MM BY 1 FOOT BEYOND THE FACE AND BACK OF THE 3. SOIL DENSITY TESTING IS NOT REQUIRED WITHIN 3 FEET 1.1 SUMMARY 457 MM BY 279 MM) MINIMUM. REINFORCED ZONE OF THE WALL. SUBGRADES SHALL BE OF THE REAR EDGES OF THE FACING UNITS. A. WORK SHALL CONSIST OF FURNISHING ALL MATERIALS, b. WEIGHT: 40 POUNDS (18 KG), NOMINAL. OF A CONDITION COMMENSURATE WITH THE DESIGN 4. SMOOTH AND LEVEL OR SLOPE THE BACKFILL AS PARAMETERS AS SPECIFIED HEREIN. ANY SOFT OR INDICATED SO THAT THE GEOGRID LAYS FLAT. LABOR, EQUIPMENT, AND SUPERVISION FOR CONSTRUCTION c. COLOR: GRAY. UNSUITABLE AREAS SHALL BE EXCAVATED AND OF MECHANICALLY STABILIZED EARTH (MSE) WALL SYSTEMS REPLACED OR STABILIZED SUCH THAT THE SUBGRADE F. GEOGRID PLACEMENT: IN ACCORDNACE WITH THESE PLANS AND SPECIFICATIONS C, STRUCTURAL GEOGRID: MIRAFI MIRAGRID 5XT. MEETS THE SPECIFIED DESIGN PARAMETERS FOR 1. UNROLL THE GEOGRID ON THE COMPACTED BACKFILL AND IN CONFORMITY WITH THE LINES, GRADES, DESIGN, AND D. CONNECTORS: KEYSTONE SHEAR PINS, FOUNDATION SOIL. AND CUT TO THE LENGTH INDICATED. DIMENSIONS SHOWN ON THE DRAWINGS OR AS ESTABLISHED D. FOUNDATION PREPARATION: BY THE OWNER OR THE OWNER'S ENGINEER 1. USE KEYSTONE FIBERGLASS STANDARD CONNECTORS TO 2. PULL THE GEOGRID TAUT TO REMOVE SLACK IN THE CONNECT THE GEOGRID TO COMPAC FACING UNITS AND 1. OVER-EXCAVATED AREAS OF THE SUBGRADE AND GEOGRID AND AT THE CONNECTORS. 1.2 RELATED SECTIONS TO SERVE AS ALIGNMENT AND SHEAR CONNECTORS LEVELING PAD TRENCH SHALL BE FILLED IN MAXIMUM 3STAKE OR PIN THE GEOGRID NEAR THE END TO A. SECTION 01456 .CIVIL ENGINEERING CONSULTANT (CEC) BETWEEN FACING COURSES THAT DO NOT REQUIRE LOOSE LIFTS OF 8 INCHES AND SHALL BE COMPACTED MAINTAIN ALIGNMENT AND TENSION DURING FILLING. QUALITY ASSURANCE GEOGRID REINFORCEMENT. USE TWO FIBERGLASS TO A MINIMUM OF 95 PERCENT MODIFIED PROCTOR DRY CONNECTORS PER FACING UNIT. DENSITY IN ACCORDANCE WITH ASTM D 1557. 4. PLACE A MINIMUM OF 3 INCHES OF FILL BETWEEN B. SECTION 01458 - LABORATORY TESTING AND CONTROLS E. FOUNDATION SUBGRADE: MATERIAL SHALL CONSIST OF 1 2. OWNER'S GEOTECHNICAL ENGINEER WILL INSPECT THE OVERLAPPING LAYERS OF GEOGRID WHERE OVERLAPPING C. SECTION 02300 - EARTHWORK FOOT OF GRANULAR FILL MEETING THE REQUIREMENTS OF SUBGRADE SOIL FOR THE REINFORCED ZONE AND OCCURS BEHIND CURVES AND CORNERS OF A WALL. D. 2008 ODOT STANDARD SPECIFICATIONS - VOLUMES I AND 2008 ODOT STANDARD SPECIFICATION 02630.10 LEVELING PAD TO ENSURE PROPER BEARING STRENGTH 5. RUBBER TIRED VEHICLES MAY TRAVEL ON THE GEOGRID II. DENSE-GRADED AGGREGATE SIZE 2"-0, 1 1W-0, OR 1 "--0. IN ACCORDANCE WITH THE FIELD QUALITY CONTROL AT LOW SPEEDS, LESS THAN 5 MILES PER HOUR. 1.3 SUBMITTALS WALL "A" REQUIRES LESS THAN 5% PASSING #200 SIEVE. PROVISIONS SPECIFIED. TURNING OF VEHOR ICLESDAMS OGR 0 0 THE G VOID DD ATO ND PREVENT DISLF. UNIT CORE FILL AND LEVELING PAD: MATERIAL SHALL E. LEVELING PAD: CONNECTED WALL FACING UNITS. A. SAMPLES: TWO SAMPLES SUBMITTED TO TERRACON CONSIST OF GRANULAR FILL MEETING THE REQUIREMENTS CONSULTANTS OF EACH COMPONENT INCLUDING: OF 2008 ODOT STANDARD SPECIFICATION 02630.10 1. DIMENSIONS: 6 INCH MINIMUM THICKNESS, 24 INCH 6. TRACKED VEHICLES SHALL NOT BE OPERATED DIRECTLY 1. GEOGRID: 8 INCH BY 11 INCH OF EACH TYPE REQUIRED. DENSE-GRADED AGGREGATE SIZE 1"-0 WITH THE MINIMUM WIDTH. ON THE GEOGRID. A MINIMUM OF 8 INCHES OF FILL ADDITIONAL FOLLOWING REQUIREMENTS: 2. SURFACE OF LEVELING PAD SHALL BE SMOOTH AND COVER OVER THE GEOGRID IS REQUIRED FOR OPERATION 2. MODULAR CONCRETE FACING UNIT: FULL SIZE FACING HORIZONTAL BOTH SIDE-TO-SIDE AND FRONT-TO-BACK OF TRACKED CONSTRUCTION VEHICLES IN THE UNIT OF EACH TYPE REQUIRED. 1. MAXIMUM OF 5 PERCENT PASSING A NO. 200 SIEVE BY TO ENSURE THE FIRST COURSE OF UNITS AND REINFORCED ZONE. WEIGHT. 3. CONNECTOR: EACH TYPE CONNECTOR. 7. PLACE GEOGRID SHIMS ON THE FRONT FLANGE OF ALL G. REINFORCED BACKFILL: MATERIAL SHALL CONSIST OF SUBSEQUENT COURSES ARE LEVEL 3. VERTICAL STEPS IN THE LEVELING PAD SHALL BE EQUAL FACING UNITS CONNECTED TO GEOGRID AS INDICATED OR 4. SOIL MATERIAL: MINIMUM 70 POUND SAMPLE OF GRANULAR FILL MEETING THE REQUIREMENTS OF 200$ ODOT PROPOSED MATERIAL FOR USE AND/OR TESTING STANDARD SPECIFICATION 02630.10 DENSE-GRADED TO THE HEIGHT OF THE MESA UNITS OR MULTIPLES OF AS SHOWN IN THE TENCATE MIRIFI CONSTRUCTION AND RESULTS OF SAMPLE MATERIAL. AGGREGATE SITE 1"-0 AND 2008 ODOT STANDARD THAT HEIGHT TO PROVIDE UNIFORM SUPPORT TO QUALITY CONTROL MANUAL. OVERLYING UNITS. B. MANUFACTURER'S CERTIFICATE: CERTIFY PRODUCTS MEET SPECIFICATION 00596.11(G) MSE GRANULAR BACKFILL, WITH G. TOE FILL: OR EXCEED SPECIFIED REQUIREMENTS. THE FOLLOWING ADDITIONAL REQUIREMENTS: 4.2 CONSTRUCTION 1. AREA IN FRONT OF LEVELING FOOTING AND LOWER 1.4 QUALITY ASSURANCE 1. MAXIMUM OF 5 PERCENT PASSING A NO. 200 SIEVE BY A. CONSTRUCT MODULAR CONCRETE RETAINING WALLS IN FACING COURSES SHALL BE FILLED AND COMPACTED WEIGHT. ACCORDANCE WITH THE DRAWINGS AND TENSAR EARTH BEFORE THE WALL IS CONSTRUCTED ABOVE 5 FEET HIGH. A. MANUFACTURER QUALIFICATIONS: MSE WALL SYSTEM TECHNOLOGIES CONSTRUCTION AND QUALITY CONTROL 2. TOE FILL SHALL CONSIST OF RETAINED BACKFILL PER COMPONENTS MANUFACTURED BY TENCATE MIRAFI AND ITS H. RETAINED BACKFILL: SHALL CONSIST OF GRANULAR MANUAL LICENSEES AND BY COMPANIES APPROVED AND AUTHORIZED MATERIAL MEETING THE REQUIREMENTS OF 2008 ODOT SECTION (2.2 H) THS SHEET. TOE FILL SHALL BE BY TENCATE MIRAFI. STANDARD SPECIFICATION 00330.14 SELECTED GRANULAR B. FACING UNIT INSTALLATION: PLACED IN LOOSE LIFTS OF 10 INCHES AND SHALL BE BACKFILL 1. PLACE FIRST COURSE OF MODULAR CONCRETE FACING COMPACTED TO A MINIMUM OF 95 PERCENT MODIFIED B. INSTALLER QUALIFICATIONS: FIRM WITH DOCUMENTED ILOW PERMEABILTY CAPFILL MATERIAL SHALL CONSIST OF UNITS ON THE LEVELING PADPROCTOR DRY DENSITY IN ACCORDANCE WITH ASTM D . : . EXPERIENCE OF AT LEAST FIVE PROJECTS OF SIMILAR 1557. CONSTRUCTION AND SCOPE. INCLUDE BRIEF DESCRIPTION OF A MINIMUM 20% PASSING THE U.S. NO. 200 SIEVE AND A 2. VERIFY THE FIRST ROW OF UNITS IS LEVEL FROM EACH PROJECT AND NAME AND PHONE NUMBER OF MAXIMUM 60 PERCENT SAND. SIDE-TO-SIDE AND FROM FRONT-TO-BACK. H. CAP INSTALLATION: OWNER'S REPRESENTATIVE KNOWLEDGEABLE IN EACH LISTED J. TEMPORARY SHEET PILE SHORING TO BE DESIGNED, AND 3. USE A STRING LINE TO ALIGN A STRAIGHT WALL. 1. INSTALL THE CAP UNITS BY BONDING THEM TO THE PROJECT. INSTALLED BY CONTRACTOR. ALL SHEETPILE MATERIALS UNITS BELOW USING LEPAGE BULLDOG GRIP PL9000 OR C. PRE-CONSTRUCTION MEETING: PRIOR TO ERECTION OF AND INSTALLATION EQUIPMENT TO BE PROVIDED BY 4. USE REAR EDGES OF THE FACING UNITS FOR ALIGNMENT APPROVED EQUIVALENT. RETAINING WALLS, CONDUCT A MEETING AT THE SITE WITH CONTRACTOR. WATERTIGHTNESS OF SHORING SHALL BE AND MEASUREMENT. 2. PLACE CAP UNITS TO ACHIEVE A NOMINAL 1-INCH THE RETAINING WALL MATERIALS SUPPLIER, THE RETAINING CONSIDERED OR DEWATERING AS NECESSARY TO MAINTAIN 5. SWEEP TOPS OF MODULAR CONCRETE FACING UNITS OVERHANG. WALL INSTALLER, CEC (OWNER'S ENGINEER), GEOTECHNICAL PROPER MOISTURE CONDITIONED SUBGRADE FOR WALL CLEAN OF ALL DEBRIS BEFORE INSTALLING THE NEXT ENGINEER, AND THE CONTRACTOR TO REVIEW THE CONSTRUCTION. COURSE OF UNITS OR PLACING GEOGRID MATERIALS. 3. CLEAR CAP UNITS AND MODULAR CONCRETE FACING RETAINING WALL REQUIREMENTS, N011FY THE OWNER AND K. ADHESIVE: KEYSTONE KAPSEAL OR APPROVED EQUIVALENT. UNITS OF ALL DEBRIS AND STANDING WATER BEFORE THE CEC AT LEAST 3 DAYS IN ADVANCE OF THE TIME OF 6. PULL A STRING LINE AFTER EACH COURSE HAS BEEN .APPLYING THE APPROVED ADHESIVE. THE MEETING. SET TO ENSURE MAINTENANCE OF THE WALL'S 4. USE STRING LINE OR FLEXIBLE PIPES TO ALIGN CAP PART 3 DESIGN CRITERIA GEOMETRY. REFERENCE THE STRING LINE FROM THE UNITS. PART 2 MATERIALS CONNECTOR SLOT, THE EDGES OF THE INTERIOR VOID, 2.1 MANUFACTURERS 3.1 SURCHARGE LOADING OR THE REAR EDGES OF THE FACING UNIT. L TOLERANCES: A. ACCEPTABLE MANUFACTURER: TENCATE MIRAFI: TENCATE A. A 250 PSF TRAFFIC SURCHARGE LOAD WAS CONSIDERED ON 1. VARIATION FROM OVERALL WALL BATTER MEASURED WALLS WHERE APPLICABLE. C. GEOGRID CONNECTION AND CONNECTOR INSTALLATION: BETWEEN TOP AND BOTTOM OF THE WALL: PLUS OR PENDERGRASS, NORTH AMERICA, 365 SOUTH HOLLAND DR., B. A 50 LB/FT HORIZONTAL FENCE LOAD WAS CONSIDERED ON MINUS 1/8 INCH PER FOOT, MAXIMUM. FAX: ( GRASS, - 30567. ASD. TEL: .TEN 693-2226 1. UNROLL GEOGRID AND CUT TO LENGTH INDICATED, PLUS 2. HORIZONTAL AND VERTICAL ALIGNMENT: 3/4 INCH PER WALLS WHERE APPLICABLE. FAX: (706)-693-4400. WEB SITE: WWW.TENCATE.COM DISTANCE BETWEEN FRONT FACE OF THE UNIT AND THE B. ACCEPTABLE MANUFACTURER: MODULAR CONCRETE FACING 3.2 HYDROSTATIC DESIGN FRONT OF THE CONNECTOR. CUT GEOGRID RIBS 10 FEET EXCLUDING VARIATIONS DUE TO FACING UNIT LICENSEE OR AN A. WATER SURFACE ASSUMED TO RISE TO WITHIN SHAPE OR SPLIT FACE IRREGULARITIES. UNITS: APPROVED KEYSTONE COMPAC MODULAR APPROXIMATELY 8 INCHES ABOVE GROUND SURFACE AT TOE IMMEDIATELY IN FRONT OF THE TRANSVERSE BAR. AUTHORIZED MANUFACTURER OF THE KEYSTONE RETAINING OF WALL AND BEARING CONDITIONS TAKE INTO ACCOUNT THIS 2. PLACE THE GEOGRID ON THE FACING UNIT. INSERT THE 4.3 FIELD QUALITY CONTROL WALL SYSTEM. CONDITION. CONNECTOR PIN THROUGH THE APERTURES OF THE A. THE CIVIL ENGINEERING CONSULTANT (CEC) SHALL PERFORM C. ACCEPTABLE MANUFACTURERS: FIBERGLASS PIN B. WALL DRAINAGE DESIGNED SUCH THAT NO UNBALANCED GEOGRID INTO THE SLOT IN THE UNDERLYING UNIT. OR APPOINT A GEOTECHNICAL ENGINEERING AND MATERIALS CONNECTORS: COMPANIES APPROVED AND AUTHORIZED BY HYDROSTATIC PRESSURES ARE EXPECTED TO DEVELOP PULL THE GRID SNUG AGAINST THE PIN. HAMMER THE TESTING FIRM TO PERFORM INSPECTION AND TESTING IN KEYSTONE. BECAUSE PLANNED DRAINAGE MEASURES INCLUDE DRAIN PIPES, CONNECTOR INTO THE SLOT. ACCORDANCE WITH SPECIFICATION SECTIONS 01456 AND D. SUBSTITUTIONS: NOT PERMITTED. HOLES, AND FREE-DRAINING BACKFILL. 3. FOR THE KEYSTONE COMPAC SYSTEM, TWO STANDARD 01458, WHICH WOULD INCLUDE: 3.3 DRAINAGE CONNECTORS ARE USED FOR EACH FACING UNIT: 1. FOUNDATION: EVALUATION OF SUBGRADES FOR FILL 2.2 MATERIALS A. SURFACE AND SUBSURFACE WATER SHALL BE COLLECTED a. POSITION THE GEOGRID LATERALLY ON THE UNIT AND MSE UNIT PLACEMENT. A. SYSTEM DESCRIPTION: MODULAR CONCRETE RETAINING AND DIVERTED AWAY FROM WALLS DURING AND AFTER SUCH THAT BOTH PINS OF EACH CONNECTOR ARE 2. FILL PLACEMENT: COMPACTION TESTING OF BACKFILL; WALLS CONSIST OF A MECHANICALLY STABILIZED EARTH CONSTRUCTION. DRIVEN INTO THE TWO CONNECTOR SLOTS IN EACH SYSTEM OF ENGINEERED BACKFILL REINFORCED WITH 3.4 DEWATERING MAY BE NECESSARY AND SHALL BE PROVIDED FACING UNIT. o. PERFORM IN PLACE COMPACTION TESTS IN GEOGRIDS THAT ARE POSITIVELY CONNECTED TO MODULAR BY THE CONTRACTOR PER SPECIFICATION 02300. b. IN THE NEXT COURSE, CENTER EACH FACING UNIT ACCORDANCE WITH ASTM D 1557 AND D 6938. CONCRETE FACING UNITS. OVER THE TWO UNDERLYING UNITS SUCH THAT THE 1) LEVELING PAD TRENCH: A MINIMUM OF ONE TEST B. MODULAR CONCRETE FACING UNITS: UNITS CERTIFIED BY AN PART 4 EXECUTION TIPS OF THE PINS EXTEND UP INTO THE VOID OF THE PER 100 FEET (30 M) OF TRENCH. INDEPENDENT LABORATORY TO MEET ASTM C 1372 AND 4.1 PREPARATION OVERLYING UNITS. 2 SUBGRADE SOIL: A MINIMUM OF ONE TEST PER 50 SPECIFIED ABSORPTION, COMPRESSIVE STRENGTH AND ) DIMENSIONAL TOLERANCES. A. DO NOT BEGIN INSTALLATION UNTIL EXCAVATION, c. INSERT PINS INTO FACING UNITS WHERE NO GEOGRID FEET (15 M) LENGTH OF WALL FOUNDATION PREPARATION AND LEVELING PAD HAVE BEEN REINFORCEMENT IS REQUIRED TO PROVIDE ALIGNMENT 1. LOAD-BEARING MASONRY UNITS, ASTM C90, NORMAL COMPLETED AND PROPERLY PREPAREDAND RESISTANCE TO INTER-UNIT SLIDING. ORIENT 3) REINFORCED BACKFILL: PROVIDE ONE TEST FOR . WEIGHT, TYPE II, MINIMUM COMPRESSIVE STRENGTH OF STANDARD CONNECTOR FLAGS IN SAME DIRECTION AS EVERY 50 CUBIC YARDS (40 CUBIC METERS) OF 4,000 PSI (27,580 KPA), AND PRODUCED BY AN B. IF SUBGRADE PREPARATION IS THE RESPONSIBILITY OF ABOVE. FILL PLACED. APPROVED KEYSTONE SYSTEM LICENSEE; CONFORMING ANOTHER INSTALLER, NOTIFY CEC OF UNSATISFACTORY D. UNIT CORE FILL: 3. MSE UNIT AND GEOGRID REINFORCEMENT PLACEMENT TO NCMA TEK 2-4B, SECTION 3.1. PREPARATION. DO NOT BEGIN WORK UNTIL UNSATISFACTORY 2. MAXIMUM WATER ABSORPTION RATE OF 8 PERCENT BY CONDITIONS HAVE BEEN RECTIFIED. 1. PLACE UNIT CORE FILL INTO THE UNIT CORES AFTER 4. DRAINAGE PIPES AND MATERIAL. WEIGHT. C. EXCAVATION: INSTALLATION OF EACH ROW. B. THE ABOVE FIELD INSPECTION AND TESTING WILL NOT 3. COMPAC UNIT: KEYSTONE. 1. THE CONTRACTOR SHALL EXCAVATE TO THE LINES AND E. REINFORCED BACKFILL: RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO GRADES REQUIRED FOR CONSTRUCTION OF THE WALL AS 1. PLACE THE REINFORCED BACKFILL MATERIAL IN MAXIMUM MEET THE REQUIREMENTS OF THE DRAWINGS, PROJECT a. SIZE: 8 INCH BY 18 INCH BY 12 INCH (203 MM BY SHOWN ON THE DESIGN DRAWINGS. LOOSE LIFTS OF 8 INCHES AND COMPACT TO A MINIMUM SPECIFICATIONS, AND MANUFACTURER'S REQUIREMENTS. 457 MM BY 279 MM). 2. TEMPORARY EXCAVATION STABILITY SHALL BE THE OF 95 PERCENT MODIFIED PROCTOR DRY DENSITY, PER PART 5 SPECIAL PROVISIONS b. WEIGHT: 80 TO 90 POUNDS (36 TO 41 KG), RESPONSIBILITY OF THE CONTRACTOR. ASTM D 1557. 5.1 IF SITE CONDITIONS, PROPOSED WALL GEOMETRY, OR NOMINAL. 3. REMOVE SOILS NOT MEETING REQUIRED STRENGTH AND 2. USE ONLY HAND-OPERATED COMPACTION EQUIPMENT ASSUMED LOADING CONDITIONS ARE DIFFERENT THAN WHAT IS c. COLOR: GRAY. REPLACE WITH APPROVED MATERIALS BY THE OWNER'S WITHIN 3 FEET OF THE REAR EDGES OF THE FACING SHOWN OR SPECIFIED IN THESE DRAWINGS, TERRACON SHALL 4. CAP UNIT: KEYSTONE. GEOTECHNICAL ENGINEER. MINIMUM OVEREXCAVATION UNITS. USE A MINIMUM OF 3 PASSES TO COMPACT THIS BE CONTACTED IMMEDIATELY TO ASSESS THE NEEDS FOR DEPTH IS 1 FOOT BELOW THE BASED OF THE WALL AND ZONE. DESIGN REVISIONS. REV. DATE BY DESCRIPTION ' A 6/2012 EJL 90% SUBMITTAL MSE WALLS GENERAL NOTES RW - 1 .0 � E` R 91201? FJI. 100% SUBMITTAL W X21 9, DESIGNED BY: BHS rac®n �-�' f WALMART #5935-00 DRAWN BY: BHS Irer ,R ; N TIGARD RETAIL CENTER SCALE: BY: KTH 'l, q SCALE: AS SHOWN Consulting Engineers and Scientists O,Z�� DATE: MARCH 2012 F�(4+ 4� 4103 SE INTERNATIONAL WAY,SUITE 300 PORTLAND,OREGON 97222 J. JOB NO. 82105032ACAD N0. DRAWING N0. PH.(503)659-3281 FAX.(503)659-1287 bxP1Rvs_1x. 3 TIGARD OREGON SHEET NO.: 2 OF 7 \`i � t\lt •,A � _o�u � ` Z I STA 0+00 PERF DRAIN PIPES SEE CIVIL PLAN NOTE: TEMPORARY DEWATERING SHALL BE PROVIDED ` \- l �' `1 GRAPHIC SCALE SEE CIVIL PLAN FOR BY THE CONTRACTOR. DEWATERING MAY NECESSITATE OUTFALL LOCATION AND WELL-POINT SYSTEMS DEPENDING ON GROUNDWATER 1 � ` zo o s o zo INVERT ELEVATION PROPERTY CONDITIONS AND THE TIME OF YEAR. 'i \ SCALE IN FEET LINE 1-INCH=20 FEET .,'amu' `rsfi 2+3 RE"TAIL 1 CLEAN QUT_. 1 _- _ _ 1 FiL 176 f STA 2+53.9 4 `'i \ WALL B \, f 1 0 .- II I I � P. I r\�I` c I r i r q j- : ST 1+91.0 90• ANGLE POINT m \ \ \ STA 1+96.0 \ 00 205 f I 205 NOT ELE ATIO VIEW STA 2+34:0 LOCA nON 0 MIR FI 5X GEO(�ID PER PECTI E FR M LL 9 ANG E POINT 200 TYP. REF R TO THIS HEET OR _ FROTZT W FATE ^5 WN TQ"141AT 1 200 C P UN (TYF .) WALL A GE GRID ENGT S, 2 : 1V1ELOPE I 195 ..................... _._- _ ._........---.. ..._.__. ... -- -- DIS .2+.,5+ 195 190 STA +91.0 190 IST.=1+83.0 DI T.=2 `10.7 LEV•=185 LOCA TON 0 MIR 15X GEOG ID NOTE:�ELEV TION - « RFGIN WAIT DIST. 1+21E.7 DIST. 1+55. LEV.= 90.7 90' ANGLE OINT niOT DISI.-0+95.2 ELEV. 190.0 E VIEW ERSP CT4VE DI T.=O 70.5ELE =189. i I 185 185 190 -p =f1 1� -- - V=1' - -- - -- �- 190 WALL B GE GRID ENGT . FROM FRON WALL ELEV. 186.0 LEV.= 86.7 E EV.=187.3 I BEEGIN WALL I UNIT (TY .) DIST=1+9 .0 FACE E 180 ELEV. 176.2 = 185 -_.�...__-_ 185 T E { 180 DIST. 0+00 I I 1 ROPO ED GROUND, JOTE: ICRUSF)ED R CK I 175 175 FI FV UREA E MIN ONE ( ) F OTSJRFAFOUNDATION E IEW F R CL NOT I 180 180 _C11ttO'-F''A' OOT FOUNDATION NIT YP. EVATI N ELEV -183. DIST.=0+00 MBED ENT HEWN ON E RITY 170 �� 5 - $ _ - - - -_._ _ 170 175 _. ___._._ - _ ,__ _ ._ __ 175 IST =1+2 .0 i C E�Q 'fi;41t" SHE "T' '."", ELEV. 172.5 _ IST.=1 62.0 [ C GEOGRIQ ENGT (L) ERPF DICUL R EL V:-17 8 TO BACK WALL ACE TYP. W-3. FOR DETAILS. DIST =0 ' 5 ELE =171. E EV.=170.5 I 165 - i 73 8 .._.... - ipPOSE GRO ND - _. _ -... W 4-+ )G-. 170 - ........ r L= FT170 SU FACE MIN. ONE _.... 165 DIST. 0+22. N TE: RUSH D RO LEV UNG EL V.=17 .5 BEGI WAL TO +98.2 f i0+98. TO 1+55.2 1 -83 t ' 160 - EM EDME TCK NDA ION i 160 1+5 2 TO 1+83, TO 253.9 j ELEV. 173.2 PAD NO SHOWN ON ELEV TION Ifl I 9 SHEE RW- .1 FOR DET ILS. ; 0+00 0+50 1+00 1+50 2+00 2+50 2+75 155 1 _ t I - ___ 155 1 MSE WALL A PLAN AND ELEVATION VIEW C 0+7.5 T 0+76.5 ±15.5 0 2+ 1.5 GEO RID L NGTH�(L) P RPEN ICULA ( TO ACK ALL FACE ( YP.) I PLAN AND ELEVATION VIEW NOTES ELEVATION VIEW SCALES 0+00 0+50 1+00 1+50 2+00 1. DENSE GRADED AGGREGATE LEVELING PAD NOT SHOWN ON ELEVATION VIEW. SEE 20 D 10 20 10 0 5 10 C1 MSE WALL B PLAN AND ELEVATION VIEW DETAIL 4 SHEET RW-3.L 2. SEE SHEET RW-3.Q FOR TYPICAL CROSS SECTIONS AND SHEET RW-3.1 FOR SCALE IN FEET SCALE IN FEET CONSTRUCTION DETAILS. (HORIZONTAL) (VERTICAL) 3. REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 4. SEE SHEET RW-1 A FOR MATERIAL AND CONSTRUCTION REQUIREMENTS. 5. WALL ALIGNMENT STATIONING AND ANGLE POINTS MEASURED FROM BACK OF WALL. 6. ELEVATION VIEW PERSPECTIVE FROM FRONT WALL FACE. REV. DATE BY DESCRIPTION A 6/2012 EJL 90% SUBMITTAL , ;INArl MSE WALLS A AND B - PLAN AND PROFILE RW- 2.0 B q/2012 EJL OA OC rerracon 9219 � DESIGNED: BHS C..� WALMART #5935-00 DRAWN BY: BHS TIGARD RETAIL CENTER DATE:APPVBY: KTH MA Consulting Engineers and. Scientists �' Nq SCALE: ASSHOWN q � DATE: MARCH 2012 4103 SE INTERNATIONAL WAY,SUITE 300 PORTLAND,OREGON 97222 �'tq� D LL'\M JOB N0. J. �" ACAD N0. DRAWING NO. PH.(503)659-3281 FAX.(503)659-1287 1 TIGARD OREGON SHEET NO.: 3 OF 7 I1,at GRAPHIC SCALE • i m 0 s io m VI\X < w� = T l ', TT' (IN FEET) Walma t ' ` 1-INCH 20 FEE E ti � ��. .... - =� / STA 0+53.8 A \ 'I 18' ANGLE POINT ) I� J ' - L f ' � ...... ...... _-. _- ._....T- -- .-......._�. .moi ........ ...... ._ \� _----�' �,.� � � RETAIL 1 r _ _T-- ��\,, STA 0+0 ..- - - " - - _ ------ y� 7 _. ----- - -- r _ STA y1�2+9�3.9/ / / _ ..- -- S OQ --175�f _ - - 175 _ - ----- --- • L - STA 0+75 WALL D r 66 I ,/ ,y twzasr.�ra� nrsr In= 14/im wwwomm"wi Z� mim LOCATION F MIRkFI 5X I j I I NEE' OVIE GEOG ID (TYP.). RgFER CAUNIJ (TYP. PPEC IVE FROM AT_ g SHE185185 ?^H" R 200 200 KEYS 0 A GEO RID LENGTH! I UNIT (TYP.) IST.= '+64. I DIST.-t1+92. ! i NOTE: ELEVATION N VIEW niq 180 - I A +24.5 LEV.= 75.8 - - 180 ESP£��tyE-F 190 �� IST.= +00 90' A GLE DINT ELE .=179.' ) Ff ONT �kALL F CE LEV.= 75.8 LEV. 175.1 I 190 i (TYP ). REFER TO THIS HEET FOR GIST.=1 80.7 I ! , ! 1 j D T.=O 75.0 185 E WALLC GE GRID LENGT S. w*LEV. .178.0 _ 175 _..._-_.__ 175 I UNIT TYP.) DE EV.ONE l 1 7.3 ELEV.' 180. ----�' mm' IST.=Q+93.9 185 DST.=1 3. E BEGIN, WALL DIS =1+ 0.5 I ! j I ELEV.k180. 170 E EV.=1 /3.5 i 2, BLOCK STE HORI I 170 BiS-T,=0+-90- M. _ _ ... x.._ _. 180 ELEV�176,0 CA UNI (TYP ) 11- ANG[.E POINT DIS =1+ 9.0 _ 180 1 BLOC . STEP HORI. 2 BLOCK STEP ORI. EL V.=1 .3 3 BLOC STEP HORL _-.__DIST -2.. 10,0_...__._.._..II 165 165 175 DI T.-1 _ 9,5... 1'-DIST +9 175 BLOC STE HORI I E `EV =1 5 7 1 BLOCK ST 'P HO L 1 BOCK 0 DI9T.-2+�2.5 ELE .=177 0 j ! E EV.=1 4.3 2 B OCK TEP ORI. 170 DJ. -'- --- _ EL V.=17 0 2 LOCK STEP ORI. ELEV. 173.6 DIST. 0+16. - '� - - 5_ 160 160 •=7+b5; `�--- 170 1 BL CK S EP H RI. 2 BLOCK STEP HORL I (TYF) T PRO OSED GROU D NOT : CRU HED ROCK EVELI G f I' ELEV. 173.0 SURFACE IN. 1 13LOCK ELEV =1.73. ( ELEV. 176:3 DIS .=0'+ 4.0 DIST. 0+34. DU [2 IlO PAD NOT OWN ON EL VATI N DIST.=1+7 .0 ( 155 - - _ -- -�--r-- 155 165 ---- - .:2 _ _..VtE ARIT .S " . tL.,ww....�..__........._ _ _ _._.___ ____ „, .._ ...__. 165 EMB DMEN g, S FET W-3.1 FOR DETAILS. DIST. 1+69 5 1 BL CK SEP V RT. - NOTE SE DETA L 9, HEET ' W-34 FOR ( YP) -LEVELING P D DE AIL NOT SH WN 14 ELEV. VIEW. ELEV =172 .._,_..__,_ ..._ d _. ,. ._ 150 - _ _ _ __ 150 160 TD' TH P UT AR B tC..F E .(T1 _. _.._ _. .._, _...._.,_ _ __ 160 0+ 2 TO 0+36 L=6 TBE N WA L TO +93. ; �9 FT L 11 F L-9' =7 f L= 5 FT . GEOG 0+00 0+50 1+00 1+50 2+00 2+50 3+00 PERP DICU AR TC BAC '-+0 T O+1 0+3 TO 46.5 MSE WALL C PLAN AND ELEVATION VIEW WALL FACE TYP. I I1 /0+00 +64.50 TO Q+7 0+50 1+00 PLAN AND ELEVATION VIEW NOTES ELEVATION VIEW SCALES 1 MSE WALL D PLAN AND ELEVATION VIEW 1. DENSE GRADED AGGREGATE LEVELING PAD NOT SHOWN ON ELEVATION VIEW.SEE 20 0 10 20 10 0 5 10 2 DETAIL 4 SHEET RW-3.1. Q 2. SEE SHEET RW-3.0 FOR TYPICAL CROSS SECTIONS AND SHEET RW-3.1 FOR SCALE IN FEET SCALE IN FEET CONSTRUCTION DETAILS. ;HORIZONTAL) (VERTICAL) 3. REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 4. SEE SHEET RW-1.0 FOR MATERIAL AND CONSTRUCTION REQUIREMENTS. 5. WALL ALIGNMENT STATIONING AND ANGLE POINTS MEASURED FROM BACK OF WALL. 6. ELEVATION VIEW PERSPECTIVE FROM FRONT. �,rctx. 0 REV. DATE BY DESCRIPTION A 6/2012 EJL 907 SUBMITTAL .�.h MSE WALLS C AND D - PLAN AND PROFILE RW- 2.1 B 9/2012 EJL 1007 SUBMITTAL Irer racon DESIGNEDBHS WALMART #5935-00 DRAWN BY:: BHS TIGARD RETAIL CENTER ASPCALE. BY. S8HOWN Consulting Engineers and Scientists tion 'DY,tpo� DATE: MARCH 2012 4103 SE INTERNATIONAL WAY,SUITE 300 PORTLAND,OREGON 97222 figrC ,}, �.� JOB N0. ACAD N0. DRAWING N0. PH.(503)659-3281 FAX.(503)659-1287 ; TIGARD OREGON SHEET NO.: 4 of 7 y SIIII /, �GI A D RAIIL _ T + 6 I i- STA 0+20.5, ' -- �( I i GRAPHIC SCALE i ~ 1 �NGLE,�� •' � ,; i. 20 0 5 10 20 � ---[,r ) \ .dl yam. Walmart `1 ti STA 0+4 .,0 I I .. �-.' ., `. 153' A d�� ' sa) (IN FEET) r . • 1 I OST IST.= +52. N TE: ELEVATION VIE ' ( 1-INCH=20 FEET i ART WALL = DI T.=O 16.5 LEV.- 90.3 END WALL RADIUS 1' RA 166' ELE =189. EV.=1 9.6 DIS .=0+6 .5 FR NT LL FACE RADIUS = 53.5' �';, i A 11 F � 200 ELE .=189 6- I 200 WA H, TAI 0 0.4 DIST.= 0+6.0 DI T.=O 39.Q �� _�8 �Q I I I C ti N 1 LE 88. t V:- m E 195 E E EV _11903 +78.0 195 DS V. 1 3 1 RA IU BEGIN IST ANGLE BEGIN W L L�E� 8.3BEGIN W LL RADIUS 0 I 0 DI VT. 0 .7� / ` i ^�� >rl I T �� ' 190 DL V.--018 ./ I EL V=1+ .75 190 RADIU - 53.5' /, r I( ti: , -- DIST =0+9 ' Tr END WA RADIUS ;%' I ; STA 0+93.0 185 _ ELEV.=187. 0 185 RADIU = 52, h,, Z. `, ._ D /,,' r / /. I t - STA U+49.1)NGL - \- \ / , ; EL V.=1$ .3 6 153' ANGLE POIN DIST: 0+93. ST 0+2 .5 _._..---- BEI WALL RA .._ / ?, + / �'/`� 180 STA WA 180 ` T ELEV. 185 3 _ f _ \, RAD, 166' RA I S = 52' �l . /� / i I i L CATIO OF STA +80• 0 .0 HIC ,� IRAFI 5XT STA 0+69.0 /� ,,,, , , , 175 175 REFER TO THIS KEYSTONE OMPA PR POSE GRO ND REGI 140' ANLL SHEETFOR ALL (TYP.), - ------ r v .. UNIL) 170 IN 170 (YI Y` -. 1 210 LEN THS. NOTE. EE DETAIL L SHE W IN FCR 16 165 _-_- LE ELING PAD DETAIL NOT HOWN IN ELEV. VIE . 5 N° 6 ii F)T (L) ERPF DICU AR _------ I :/ ,�� ' I � E G GRID LENG 200 NOTE: EL TION , IEW Z00 I I ti BEGIN. WALL TO +93.04 LOCATION F MI AFI 5) T /'�'; „f I T BAC WALL FACE (TYP.) 195 „GEOG ID (T)P.). REFER 0 FANPERSECTtVE FROG 195 4 !, ,,j i s ^ 0+00 0+50 1+00 1+25 TRi SH'E' F'OR' WAL ,.,FACE GEO RID NGTH _,. _ ... _.. I KEYS? NEC MPARADIUS *- MSE WALL H PLAN AND ELEVATION VIEW TA 1-08.0 _ 190 BEGIN WALL �.. ..... -, p- 19Q it ,,.,I / DIST. 0+00 I I UNIT TYP.) ADIU =52' 185 ELEV. 18QA .. - - ._ __ 185 I V (TYP.) BEGI WAL RADI S `- CAP NIT YP. STA + I j DIST =1+0 ..0 TALI RADI = S=521 ELE .=180. i 180 _ _ 180 ��„� ,' ' ur -. -(- -- DIST. 1+080 ELEV. 177. / (}�r� { �✓ 175 _.__._. I ..._... _ _ DI 1+ 3.5--.. 175 1 L '171.J11, �. tI --- D SL-0 _:;DIST =0+1 .0 ELE =176 3 �= _-_ C) l ` - ELE .=177.0 ELdV =17 .0 r I E_EV.=1 7.718 f r 170 E EV.=1 6.3 OTE: CRUSHED ROCK L EL _............ 170 _. i Ir - tom . - - µ IN � PR POSE GRO ND ADNOT SH WN ELEVATION 165 -gtl & aT --SEE- €.TAI 165 .i j - z BLOCK EMBEDMENT SH ETR 3.1 FOR DTAILS. 160 '- -- 1 '- EOGRI LEN STH L ! PERP-__NDIC LAR N M`- 160 X %I ` - 200 LOCATION F MIR FI 5 T I 200 _._ SA. BEGIN WLL TO 1+OS ( ` I / 'v#v `, ` GEOGRID (TYP.). REFER PER PECTI E FROM VIEW 195NIT (TYP FRONT WAL FA E 195 I BAt WA FAC (TYP } wS ' S i I GEO RID L NGTH . 0+00 0+50 1+00 1+2 1 +50 \ BEGIN WALL MSE WALL E PLAN AND ELEVATION VIEW I KEY TONE OMP C _ } 190 UNITt TYP. IST.= +40.5 190 1 l x ' . -._ ELEV. 186.5 i { LEV 86.5 { 185 - 185 200 200 ' " f - DIST. +00 I LOCATION OF MIRAF 5XT / ELE .=183 5 l NOT : EL ATIO VIEW �. '- ;�� ELEV. 184.8 G OGRID (TYP. . REFER TO 180 - �- 180 PE PEC I FR M \ DIST =0+3. -- 195 195 ` 1 ELE .=18 .8 ( ! EOGR LENGTHS. FRO T WA L FA E ELE =184. i \, TA 0+00 ✓ =_� NOT CR SHED ROCK LEVELI G PA NOT BEGIN WALL Y' I 175 CE I 175`, _. ___ 190 ST 0+32.0 CA UNIT TYP. 190 ; % I 1 _..__-__ EL V.=18 .5 I I SEE DETAIL 9, SHEET W-3.1 FOR DETAILS. ELEV. 180.3 EN WALLRADI S, ' _ `l ,/ 170 E 170 185 - - 185 \ URFA E MIN! 1 BL CK ELEV. 182.8 NIT YP.) WALL G FOUNDATION MBED ENT j (, DIST. 0+9 .0 /i / �/ ELEV \ / 165 = I GM1 L H Q U A - 165 180 = 180 �\ €€ '=___ I �� BEGIN WALL TO TO +40.5 { T BACIt WAL FAC (TYP. 175 DIST. 0+00 PRO OSED ROU O CR SHECf R�CR TS[. 175 �� O+OQ 0+50 1+00 1+25 _. LEVELING AD OT 5H WN ELEV. 177.3 - ' MSE WALL G PLAN AND ELEVATION VIEW ELEV.-177.3 ' SURFACE M N. 1 LOCK n 170 ON ELEV ION EW FOR 170 - RFGIN WAI I RADIU RADIU =53. SHEET R -3.1 ORD TAILS. 165 165 ` .i_ L_- STA. BEGIN WALL TO 0 96 EOGRI LENGTH (L PER ENDIC LAR ` ; � II h U BACK WA FAC (TYP )' / jf 4 0+00 0+50 1+00 1+25 _ /r z MSE WALL F PLAN AND ELEVATION VIEWfC' PLAN AND ELEVATION VIEW NOTES 1. DENSE GRADED AGGREGATE LEVELING PAD NOT SHOWN ON ELEVATION VIEW. SEE DETAIL 4 SHEET ELEVATION VIEW SCALES RW-3.1. 20 0 10 20 10 0 5 10 2. SEE SHEET RW-3.0 FOR TYPICAL CROSS SECTIONS AND SHEET RW-3.1 FOR CONSTRUCTION DETAILS. 3. REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION, SCALE IN FEET SCALE IN FEET 4. SEE SHEET RW-1.0 FOR MATERIAL AND CONSTRUCTION REQUIREMENTS. (HORIZONTAL) (VERTICAL) 5. WALL ALIGNMENT STATIONING AND ANGLE POINTS MEASURED FROM BACK OF WALL 6. ELEVATION VIEW PERSPECTIVE FROM FRONT. REV. DATE BY DESCRIPTION A -6720-12 EJL 90% SUBMITTAL Gx N MSE WALLS E AND F - PLAN AND PROFILE RW- 2.2 B -9720-12 EJL 100% SUBMITTAL iyr.� 2l9. DESIGNED BY: BHS Irerracon WALMART #5935-00 DRAWN BY: BHS TIGARD RETAIL CENTER DATE:APPVBY. KTH MA Qtr; N SCALE: AS SHOWN . Consulting Engineers and Scientists ti. � o� p DATE: MARCH 2012 01� JOB NO. 82105032 4103 SE INTERNATIONAL WAY,SUITE 300 PORTLAND,OREGON 97222 F/yt� J. � ACAD NO. DRAWING NO. PH.(503)659-3281 FAX.(503)6591287 TIGARD OREGON SHEET NO.: 5 OF 7 ee z LOW PERMEABILITY CAP, 12" MIN. (SEE SHEET RW PROPERTY LINE 1.0 FOR DETAIL) DISTANCE VARIES CHAIN LINK FENCE (SEE PLANS FORCML LOCATION . DETAIL 5 THIS SHEET) rT�EMPORA MIN. IMPERMEABLE CONCRETE . MAXIMUM 2:1 LINING WITH WELDED WIRE (H:V) SLOPE FABRIC REINFORCEMENT RAILING (SEE DETAIL 8 THIS SHEET) (SEE DETAIL 7 THIS SHEET) RYSHEET PILE SHORING PROVIDED BY , CONTRACTOR. DESIGN SHALL CONSIDER GROUNDWATER CONDITIONS, WATERTIGHTNESS, HYDROSTATIC PRESSURES, TOP OF WALL AND/OR DEWATERING TOP OF WALL [TOP OF SIDEWALK/ARCHITECTURAL CONCRETE _ REMOVE SHEEI PILES SLOWLY CAP UNIT WITH VIBRATION TO ALLOW PEA CAP UNIT GRAVEL TO SETTLE INTO VOIDS. KEYSTONE COMPAC UNII 12" MIN. WIDTH OF PEA GRAVEL AGAINST SHEET PILES TO FILL IN VOIDS UPON REMOVAL. KEYSTONE VERTICAL GRID SPACING 2 COMPAC UNIT BLOCKS (TYP) GEOGRID (SEE PLAN AND PROFILE FOR ELEVATION, LOCATION, AND "'y ' \�� - GEOGRID (SEE PLAN AND PROFILE FOR EMBEDMENT LENGTH) ELEVATION, LOCATION, AND EMBEDMENT LENGTH) \\, VERTICAL GRID SPACING 2 \ I BLOCKS (TYP) WALL HEIGHT VARIES j\\�� WALL HEIGHT VARIES (SEE SHEETS RW-2.0 \\< (SEE SHEETS RW-2.0 FOR PLAN HEIGHTS) TO 2.2 FOR PLAN 4" DIA. PERFORATED, RIGID PVC REINFORCED' / RETAINED \ j/\ HEIGHTS) REINFORCED RETAINED - CONNECTED TO MINIMUM 2-INCH FILL C SOIL \ FILL SOIL �. MIN. HEIGHT 6" MIN. lll�� \ 6" MIN. (SEE SHEET RW-1.0) DIAMETER WEEP PIPES AT 10 FT. ON (SEE SHEET.RW-7.0) CENTER SEE DETAIL 6 SHEET RW3.1 SEES DETAIL 6 . FINISH GRADE SHEET RW-3.1 4" DIA. PERFORATED, RIGID PVC �� FINISH GRADE MIN. HEIGHT 4" DIA. PERFORATED, �/ ✓� SEE CML PLANS CONNECTED TOMIN. 2-INCH DIA. - SEE CML PLANS SEE DETAIL 6 WEEP PIPES AT 10 FT. ON CENTE RIGID PVC CONNECTED TO MINIMUM 7-- [SEE DETAIL 6 SHEET RW3.1 SHEET RW 3. 2-INCH DIAMETER WEEP PIPES AT 10 FT. ON CENTER SEE DETAIL 6 SHEF RW3.1 A TEMPORARY DEWATERING SYSTEM, INCLUDING EMBEDMENT VARIES / G RID DE I N LENGTH L = MIN. 1 FOOT WELL-POINTS IF NEEDED, SHALL BE PROVIDED (SEE SHEETS / 1 li% GEOGRID DESIGN LENGTH 'L' / EMBEDMENT ALONG r .:� , \ BY CONTRACTOR AND, INCLUDED IN THE.BASE RW 2.0 TO 2.2 WALL A ALIGNMENT / 2.5' (MIN) BID SEE SPEC. 02300. FOR DEPTHS) / EXISTING GROUND 2' (MIN) / EXISTING GROUND EMS S RETAINED BACKFILL---' LEVELING PAD RETAINED BAC LEVELING LEVELING PAD SEE DETAILS %.y ,, ✓. SEE SHEET RW-1.0 ( ) SEE SHEET RW-7.0 FOR SPECIFICATION - FOR SPECIFICATION (SEE DETAILS) OVEREXCAVATE SUBGRADE MINIMUM OF 2 S \ FOUNDATION SOIL OVEREXCAVATE SUBGRADE MINIMUM OF t 8" PVC PERF. PIPES BEDDED IN DRAIN FOOT BELOW BASE OF WALL FOR ENTIRE FOOT BELOW BASE OF WALL FOR ENTIRE ROCK WITH CLEAN OUTS AT 100' SEE ELEVATION VIEW RW-2.0 TO 2.2 GEOGRID LENGTH AND 1 FOOT BEYOND GEOGRID LENGTH AND 1 FOOT BEYOND SEE ELEVATION VIEW RW-2.0 INTERVALS. SEE CML PLAN FOR IE. FACE OF WALL AND BACK OF GEOGRID. FOR BOTTOM ELEVATION FACE OF WALL AND BACK OF GEOGRID. FOR BOTTOM ELEVATION MINIMUM INVERT ELEVATION N 2.5' REPLACE WITH FOUNDATION SOIL PER REPLACE WITH FOUNDATION SOIL PER BELOW FINISH GRADE AT BASE OF WALL SPECIFICATIONS ON SHEET RW-1.0 - SPECIFICATIONS ON SHEET RW-1.0 7 TYPICAL CROSS SECTION WALL A _�\ FOUNDATION SOIL / / \ TYPICAL CROSS SECTION WALLS B, D, G, AND H NOT TO SCALE - NOT TO SCALE DISTANCE VARIES SFF CIVIL. PLANS FOR LOCATION e CHAIN LINK FENCE (SEE DETAIL 5 THIS SHEET) i MAXIMUM GUARD RAIL (SEE DETAIL 5 THIS SHEET) - 2:1 (H:V) SLOPE i EDGE OF CURB TOP OF WALL TOP OF PARKING LOT CAP UNIT -DISTANCE VARIES SEE CIVIL KEYSTONE PLANS FOR LOCATION COMPAC UNIT GEOGRID (SEE PLAN AND PROFILE FOR RAILING (SEE DETAIL 8 SHEET RW-3.1) \ �' VERTICAL GRID SPACING 2 ELEVATION, LOCATION, AND EMBEDMENT LENGTH) / \ � BLOCKS (NP) WALL HEIGHT VARIES / I - TOP OF WALL (SEE SHEETS RW-2.0 TOP OF SIDEWALK/ARCHITECTURAL CONCRETE TO 2.2 FOR PLAN / / i CAP UNIT HEIGHTS) -7REINFORCED RETAINED FILL SOIL 6" MIN. (SEE SHEET RW-1.0) WALL HEIGHT VARIES KEYSTONE D a pry , (SEE SHEETS RW-2.D COMPAC UNIT -�REINFORCED FINISH GRADE MIN. HEIGHT 4" DW. PERFORATED, - TO 2.2 FOR PLAN 6" MIN.SEE CML PLANS SEE DETAIL 6 RIGID PVC CONNECTED TO MINIMUM HEIGHTS) FINISH GRADE SEE DETAlT6 SHEET RW-3.1 2-INCH DIAMETER WEEP PIPES AT ' - SEE CNIL PLANS SHEET RW-3.1 (SEE SHEET RW-1.0) 10 FT. ON CENTER SEE DETAIL 6 SHT W-3.1 4" DA. PERFORATED. RIGID PVC EMBEDMENT VARIES - EMBEDMENT VARIES _ (SEE SHEETS 'may, %-, GEOGRID DESIGN LENGTH 'L' (SEE SHEETS �' '�y�r pAMETERCONNECTED TO WEEP PIIPES ATNIMUM 10F1'. ON 2RETAINED" 1i RW-2.0 TO 2.2 y:.y' RW-2.0 TO 2.2 / .r CENTER INCH SEE DETAIL 6 SHEET RW-3.1 SOIL V FOR DEPTHS / ;< \ FOR DEPTHS ?y % / EXISTING GROUND EXISTING GROUND RETAINED BACKFILL i RETAINED.BACKFILL LEVELING PAD ^ - LEVELING PAD i�- SEE SHEET RW-1.0SEE SHEET RW-1.0 FOR SPECIFICATION (SEE DETAILS) T��\ FOR SPECIFICATION (SEE DETAILS) - n\ r•-� ` FOUNpATION SOIL � OVEREXCAVATE SUBGRADE MINIMUM OF 1 5-� ` FOUNpATiON SOIL � OVEREXCAVATE SUBGRADE MINIMUM OF 1 SEE ELEVATION VIEW RW-2.0 TO 2.2 FOOT BELOW BASE OF WALL FOR ENTIRE SEE ELEVATION VIEW RW-2.0 TO 2.2 FOOT BELOW BASE OF WALL FOR ENTIRE GEOGRID LENGTH AND 1 FOOT BEYOND GEOGRID LENGTH AND i FOOT BEYOND FOR BOTTOM ELEVATION FACE OF WALL AND BACK OF GEOGRID. FOR BOTTOM ELEVATION FACE OF WALL AND BACK OF GEOGRID. REPLACE WITH FOUNDATION SOIL PER REPLACE WITH FOUNDATION SOIL PER SPECIFICATIONS ON SHEET RW-1.0 SPECIFICATIONS ON SHEET RW-1.0 g TYPICAL CROSS SECTION WALLS C, E, AND F q TYPICAL CROSS SECTION OF GRAVITY WALLS NOT TO SCALE - NOT TO SCALE REV. DATE BY DESCRIPTION A 6 2012 EJL 90% SUBMITTAL zhss MSE WALL TYPICAL SECTIONS RW-3.0 8 9 2012 EJL 100% SUBMITTAL -Irerracon X219 ' DESIGNED: BHS WALMART #5935-00 DRAWN BY: BHS RE TIGARD RETAIL CENTER SCALE:APPVDBY: KTH NO N SCALE: NOT TO SCALE Consulting Engineers and Scientists tiQ. a DATE: MARCH 2012 r. 0. JOB NO. 82105032 4103 BE INTERNATIONAL WAY,SUITE 300 PORTLAND,OREGON 97222 J >},� ACAD NO. DRAWING NO. PH.(503)659-3281 FAX.(503)659-1287 1 TIGARD OREGON SHEET NO.: 6 OF 7 ._ PLACE ADDITIONAL PIECES OF GEOGRID WHEN ANGLE EXCEEDS 20' 3" OF SOIL FILL IS REQUIRED BETWEEN OVERLAPPING GEOGRID FOR PROPER ANCHORAGE (TYP.) 3" OF SOIL FILL IS REQUIRED BETWEENDDITIONAL GEOGRID OVERLAP KEYSTONE COMPAC UNIT OVERLAPPING GEOGRID FOR PROPER EXTEND WALL HEIGHT / 4 ANCHORAGE (TYP.) ADDITIONAL DRAINAGE FILL PROPOSED GRADE CUT BLOCK TO FIT AROUND PIPE EXTEND WALL HEIGHT / 2 AND FILL WITH NON -SHRINK GROUT ADDITIONAL DRAINAGE FILL EXTEND WALL HEIGHT / 2 DRAINAGE FILL 4" PA, I DRAINAGE FILL8» TO NOTE: DRAIN PIPE 1. CHECK WITH MANUFACTURER SPECIFICATIONS ON CORRECT DIRECTION OF ORIENTATION FOR 1111 111 " GEOCRID TO OBTAIN PROPER STRENGTH. 2. CORNER UNITS RECOMMENDED FOR OUTSIDE CORNERS. AVAILABILITY MAY VARY. NOTE: n a d ° °.. e . . a. e 1. CHECK WITH MANUFACTURER SPECIFICATIONS ON CORRECT DIRECTION OF ORIENTATION FOR GEOGRID TO OBTAIN PROPER STRENGTH. LEVELING PAD 6 DRAIN PIPE OUTLET DETAIL GEOGRID INSTALLATION ON CURVES GEOGRID INSTALLATION AT CORNERS — NOT TO SCALE — NOT TO SCALE NOT TO SCALE BASE LEVELING PAD NOTES: MINI CAP UNIT (2) — 4" CAP UNITS OR 4" CAP UNIT 1 . THE LEVELING PAD IS TO BE CONSTRUCTED WIDTH: 18" 1 — 8" CAP UNIT OF CRUSHED STONE PER SPECIFICATIONS ON DEPTH: 10 p SHEET GC-1.0. HEIGHT: 4' LEVELING PAD 2. THE BASE FOUNDATION IS TO BE APPROVED WEIGHT: 50 LBS U BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD. D KEYSYTEM 1 UNIT �.. C WIDTH: 18" T: p HEIGHT: 18 " C0 WEIGHT: 90 LBS v ' rzW' " ELEVATION 8" STEP T- , . 6" 12" TOP OF WALL STEPS ' I I NOT TO SCALE UNIT FACE epi •L s, r.f: o"MTt' 'e :...1ri: :M : ,� �.: 6" THICK LEVELING PAD GEOGRID IS TO BE PLACE ON LEVEL BACKFILL AND EXTEND OVER THE FIBERGLASS PINS. PLACE NEXT UNIT, PULL GRID TAUGHT AND BACKFILL. STAKE AS REQURIED. 4 KEYSTONE UNIT/LEVELING PAD 24" NOT TO SCALE SECTION LEVELING PAD DETAIL GRID & PIN CONNECTION g 3cc-2.o NOT TO SCALE 3' MIN — NOT TO SCALE 1.5' RAIL DESIGN AND INSTALLED BY (MIN) OTHERS. . SEE CIVIL PLANS FOR ARCHITECTURAL DETAILS 1.5' FENCE DESIGN AND INSTALLED BY (MIN) OTHERS 2:1 (H:V) SLOPE " 8 • • y , < SIDEWALK/ARCHITECTURAL D RAIL POST TOP OF WALL 3' -L— '` CONCRETE 8" MIN. ELEVATION ° CAP UNIT ' IMPERMEABLE CONCRETE LINING WITH WELDED WIRE FABRIC 3' (MIN) GEOGRID AjUUA1 12 f '� i•i FORM WITH APPROVED CYLINDER AND :�0 " r: :: . � � BACKFILL OR CONCRETE KEYSTONE REFER TO TYPICAL CROSS-SECTIONS) :r. ,•,,.,•� ,t., ,�; COMPAC UNIT FOR FILL AND DRAINAGE REQUIREMENT INSTALL FENCE POSTS WITH SLEEVE—IT AT BACK OF WALL. KEYSTONE COMPAC UNIT LINERS AND BACKFILL WIIH CONCREIE 1. INSTALL CONCRETE ANCHOR INTO SIDEWALK AND BOLT KEYSTONE COMPAC UNIT 18" RAIL IN PLACE WITH GALVANIZED ANCHOR. BACK1 FILL OR CONCRETE GUARD RAIL IN PLACE POSTPLAN CROSS—SECTION g TYPICAL RAIL DETAIL TYPICAL GUARD RAIL DETAIL �o KEYSTONE COMPAC _ 5 PORTLAND CEMENT CONCRETE SWALE NOT TO SCALE - NOT TO SCALE — - NOT TO SCALE - NOT TO SCALE �q F.C,I,F,t. REV. DATE BY DESCRIPTION: MSE WALL DETAILS RW - 3.1 7--6/2012 EJL 90% SUBMITTAL E -9--972-012 EJL 1007 SUBMITTAL erracon By79 ' DESIGNEDBHS �U, WALMART #5935-00 DRAWN BY:: BHS OAF, NTIGARD RETAIL CENTER KTH SCALE:APPVDBY: NOT TO SCALE ConsultingEngineers and Scientists nod DATE: MARCH 2012 9 0, DATE: MARCH 2012 4103 SE INTERNATIONAL WAY,SUITE 300 PORTLAND,OREGON 97222 �RlC JOB N0. ACAD N0. DRAWING N0. PH.(503)659-3281 FAX.(503)659-1287 FJn![ F4 fz ;UZOM4 TIGARD OREGON7 OF 7 SHEET NO.: INSPECTION REQUIREMENTS (CITY OF TIGARD) PUBLIC IMPROVEMENT PROJECT WORK - CITY OF TIGARD GENERAL: CONTACT YOUR ASSIGNED PUBLIC IMPROVEMENT INSPECTOR (MATT HARRELL OR MIKE WHITE AT 639-4171), A MINIMUM OF 24 HOURS BEFORE BEGINNING ANY PUBLIC IMPROVEMENT CONSTRUCTION WORK WITHIN THE CITY LIMITS. ALSO REMEMBER INSPECTION IS REQUIRED BEFORE 'COVERING' OR `POURING' ANYTHING. PUBLIC UTILITY IMPROVEM NTS REQUIRED INSPECTIONS: AT A MINIMUM, INSPECTION BY THE CITY INSPECTOR IS REQUIRED AT THE START AND END OF EACH OF THE FOLLOWING WORK PHASES; GRADING: STREETS: SANITARY SEWER SYSTEM IMPROVEMENTS A CUT & FILL HORIZONTAL/VERTICAL STAKING FILL PLACEMENT/COMPACTION SUBGRADE CUT/FILL TEMPORARY DRAINAGE WORK CURB STAKING PROOF ROLL CURB LINE DUST/EROSION CONTROL CURB FORMS/POURING WAL � MART #5935� 00 BASEROCK INSTALLATION LEVELING COURSE INSTALLATION SANITARY & STORM SEWERS: BASE COMPACTION/PROOF ROLL MH & CB STAKING WEARING COURSE INSTALLATION I-I, SW DARTMOUTH STREET, WEST OF SW 72ND AVE GENERAL 'DoNS (« " �Y OF CARD) PIPE INSTALLATION/BACKFILL WEARING COURSE COMPACTION TRENCH COMPACTION TESTING POWER TRENCHING/UTILITIES 1. THE CITYS STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR AIR & N TESTING STREET LIGHT INSTALLATION STREETS AND HIGHWAYS U.S. DEPT. OF TRANSPORTATION, FHWA, 1988 ED. REPAIRS/RESURFACING MONUMENTATION 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITYS STANDARD SPECIFICATION TRAFFIC & PEDESTRIAN CONTROL TRAFFIC & PEDESTRIAN CONTROL TIGARD WASHINGTON COUNTY OR AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED OUTFALLS/RIP-RAP SIDEWALK/WHEELCHAIR RAMP TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. INSTALLATION 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL OVERLAY INSTALLATION •• FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW MEN IN DOUBT CALL FOR INSPECTION! . DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO TRI-MET AND LOCATED IN THE NORTHEAST AND NORTHWEST OUARTER OF SECTION 1, 4ADVANCE WARNNGTIGARD AND ROFOIMMN NTOLTRAMCTDISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY NOTE FOR SEWER ACCEPTANCE: THE DEVELOPER IS REQUIRED TO HAVE ALL SANITARY AND STORM LINES PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE WITHIN THE SCOPE OF THEIR PROJECT CLEANED A MINIMUM OF ONE WEEK PRIOR A REQUEST FORA TOWNSHIP 2 SOUTH, RANGE 1 WEST AND THE SOUTHWEST QUARTER OF 5. INITIATION OF ACCESS TO EXISOTINGRPROPER EOSR PRE-ACCEPTANCE INSPECTION (AT END OF ONE-YEAR MAINTENANCE PERIOD). THEE BALL AND FLUSHING OR JET SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL RODDING METHODS ARE CONSIDERED ACCEPTABLE. A 30-DAY MINIMUM REQUEST FOR PRE-ACCEPTANCE N SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. INSPECTION IS REQUIRED PRIOR TO SCHEDULING PLACEMENT OF THE ASPHALT OVERLAY. ANY PROBLEMS NOTED SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST 6. TRAFFIC CONTROL DEVICES, AGPERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION Of CONSTRUCTION WORK AND IN THESE INSPECTIONS ARE SUBJECT TO REPAIR PRIOR TO THE PLACEMENT OF THE OVERLAY. SHALL BE EFFECTIVELY MAINTAINED. 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9:00 P.M. TO 7:00 A.M., MONDAY THROUGH FRIDAY NOR BETWEEN 9:00 P.M. TO 8:00 A.M. SATURDAY, NOR BETWEEN 9:00 P.M. TO 9:00 A.M. SUNDAY. MAY BE NECESSARY TO p�� B. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. CONSULTANTS GOVERNING AGENCY DRAWING INDEX SURVEY LEGENDPUBLIC SAFETY. 9. BEFORE INITIATING ANY CONSTRUCTION ACTIVITYEFFECTIVELY CONTROL TRAFFIC AND TO ASSURE, THE PERMIT HOLDER SHAODIFY TRAFFIC CONTROL LLREQUIREMENTS THE TSCITYS PRIVATE DEVELOPMENT SHEET NO. DRAWING TITLE REVIEW ENGINEER, (/639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRE-CONSTRUCTION MEETING. CIVIL: CITY OF TIGARD - SIGN v - TRAFFIC SIGNAL LOOP 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITYS INSPECTOR AT 639-4171 TWENTY-FOUR (24) HOURS COMMUNITY DEVELOPMENT DEPT. PW-0.0 COVER SHEET €_ - FIRE DEPARTMENT CONNECTION - GUY ANCHOR PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED LISTING) AND PACLAND 13125 SW HALL BLVD PW-1.0 PUBLIC SANITARY SEWER PLAN AND PROFILE10 _ POWER TRANSFORMER - - HEDGE UNE AFTER COMPLETING WORK COVERED BY THE PERMIT. 6400 SE LAKE ROAD, SUITE 300 TIGARD, OR 97223 PW-1.1 PUBLIC SANITARY SEWER PLAN AND PROFILE 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL PORTLAND, OR 97222 (503) 639-4171 PW-2.0 PUBLIC SANITARY SEWER DETAIL s,,Ws c - POWER PEDESTAL ->r---- - STORM SEWER LINE AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND (503) 659-9500 CONTACT: KIM MCMILLAN L J - ELECTRIC METER - >.+ - SANITARY FORCE MAIN PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITYS STANDARDS CONTACT: SHAWN NGUY, P.E. - TELEPHONE PEDESTAL -ss- - SANITARY SEWER LINE AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE BRYAN DICKERSON, P.E. CITY, IN ADVANCE OF WORK PERFORMANCE. OWNER / DEVELOPER TUALATIN VALLEY WATER DISTRICT (x - IRRIGATION CONTROL VALVE ..........T..-•--- - UNDERGROUND TELEPHONE LINE 217 99'W 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA SURVEYOR: PO BOX 745 - FIRE HYDRANT ---- c ---- - UNDERGROUND GAS LINE AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF BEAVERTON, OR 97075 WAL-MART REAL ESTATE BUSINESS TRUST Y°> PFAFFLE THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. :: € - WATER METER - - UNDERGROUND WATER LINE MACKAY AND SPOSITO, INC. 2001 SE 10th STREET -. -' 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS 1325 SE TECH CENTER DRIVE, (503) 848-3042 CONTACT: DEB JACOBS MAIL STOP 5570 T - WATER VALVE cn--•-- - OVERHEAD UTILITIES � STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY SUITE 140 BENTONVILLE, AR 72716-5570 1 - SIGNAL JUNCTION BOX - UNDERGROUND ELECTRIC LINE TIME ORDER IMMEDIATE CLEAN UP AND STOPPAGE Of WORK TO ACCOMPLISH CLEAN UP. VANCOUVER, WA 98683 ........` a a 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE (360) 695-3411 ODOT (479) 273-4000 - GAS METER - >-- - FENCE LINE COSTCO WN-C-01 z D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH 00 CONTACT: CHRIS SHERBY 355 CAPITOL ST. NE �: - MAILBOX --3-•- - IRRIGATION LINE OAR EFFECTIVE EROSION CONTROL. SALEM, OR 97301-3871 ,, ...... ._........ - �10U1H ST 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BENCHMARK DATA r; - N PEDESTAL TOP LINE BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, TRAFFIC: (888) 275-6368 U - ELECTRIC JUNCTION BOX - TOE LINE WITH LIKE KIND AND MATERIAL. CONTACT: SUE DAGNESE SITE 5 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO KITTELSON & ASSOCIATES - TEST PIT a. - PARKING SPACES m ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. 610 SW ALDER, SUITE 700 THE SITE BENCHMARK IS CITY OF TIGARD GIS - - GRADEBREAK LINE J PORTLAND, OR 97205 TUALATIN VALLEY FIRE AND RESCUE CONTROL NETWORK STATION GC_022-024, - SPRINKLER HEAD _ THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE HERMosO CONTROL. (503) 228-5230 20665 SW BLANTON STREET ELEVATION = 181.62'. A 3-Ya" ALUMINUM DISK - BOLLARD POST E%C - EXTRUDED CURB 18. EXCAVATOR(S) MUST COMPLY WITH O.R.S.757.541 THROUGH 757.571; EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES CONTACT: MARC BUTORAC ALOHA, 6 47007 SET IN CONCRETE 90' SOUTH OF THE CL OF ST - CATCH BASIN - DUCTILE IRON yU BEVE1gNp FOR LINE LOCATIONS 72 HOURS MIN.) PRIOR TO START OF WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE (503) 356-4723 DARTMOUTH STREET, APPROXIMATELY 700' WEST "' Nljk ( C CONTACT: JOHN K. DALBY OF SW 72ND AVENUE. i - STORM SEWER MANHOLE F ` - FINISH FLOOR F19 PERMIT HOLDERS' EXPENSE. LANDSCAPING: Cz` - PK/NAIL ® APPROX. DRYWELL - ELEVATION HAMPTON 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO THE SITE BENCHMARK IS A 1-%- BRASS DISK J START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF WASHINGTON COUNTY MARKED "MS BM 260, 2006", ELEVATION = - HANDICAP PARKING D.C. LANDSCAPING >:;o - DOWN SPOUT '�• � FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE 12840 NW CORNELL RD. 155 N. FIRST AVENUE SUITE 300 192.26'. SET IN TOP OF WEST CURB OF SW - UNKNOWN POINT OF TERMINATION ;.i, - CAST IRON CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. PORTLAND, OR 97229 HILLSBORO, OR 97124 HERMOSO WAY, AT EXTENSION OF NORTH LINE OF so - SINGLE DOOR .Y 20. A TEMPORARY HARD-SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) SHALL BE PLACED ON TRENCHES WITHIN (503) 643-4796 - SANITARY SEWER MANHOLE �Q ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN CONTACT: HAL BEIGHLEY (503)-846-8685 BLDG 36' T NORTH 4.5' TO CL CATCH BASIN; - CLEANOUT - DOUBLE DOOR UNSAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM SOUTH 36 TO EASTERLY ENTRY TO BLDG #7555. .;3 - ROLL DOOR THE PROSECUTION OF THE WORK. CLEAN WATER SERVICES r, - TELEPHONE MANHOLE VICINITY MAP C - BICYCLE LANE 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE ,> 2550 SW HILLSBORO HIGHWAY r � - WATER MANHOLE NECESSARY, IN THE CITY INSPECTORS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION HILLSBORO, OR 97123 ' - BENCH MARK N.T.S. WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS' EXPENSE. (503) 681-3600 ix7 - GAS VALVE ADE TO THE CONTACT: AMBER MERCK A31S - - MONITOR WELL 22 PREVIOUSLY ONE I APPROVEDLT RD CONSTRUCTION PLANS AND,RAWING SHOWING ALL NEW PUBLIC 0. ANY MPROVEMENTCMIICHG AYYIMPACT ANREVISION MEXISTING PUBLIC ��, UTILITY POLE r SURVEY IS ON OREGON NORTH STATE PLAN ; - WOOD POLE W/ 1 LIGHT HEAD g\ SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS COORDINATE SYSTEM, ZONE 3601, AND ORIENTED - CONCRETE CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). FROM TIES TO CITY Of TIGARD GIS CONTROL - SIGNAL POLE `; END OF PROJECT 23. A SEWER SYSTEM AIR-TEST AND (V.H.S.) N TEST REPORT AND ONE SET OF BLUELINE "AS-BUILTS" (OF EITHER OR BOTH NETWORK STATIONS IDENTIFIED ON THE ALTA Oil - LIGHT POLE W/HEAD DESIGNATION GENERAL NOTES SURVEY, SHEET 1 OF 3. r - THE STORM AND SANITARY SEWER SYSTEMS) MAY BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO ?; i . • 'x�.... .._ __. _........ _._.......... CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. 1. ALL WORK AND MATERIALS SHALL COMPLY NTH ALL CITY COUNTY AND STATE REGULATIONS, z/ ' / r 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITYS CODES AND O.S.H.A. STANDARDS, INCLUDING BUT NOT LIMITED TO THE CURRENT CITY OF s ----- *- C INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE # 5.) 1. TIGARD STANDARD PLANS AND SPECIFICATIONS AND RELEVANT, 2008 OREGON STANDARD ��/� p � ? u r'' `W j 25. THE CITYS INSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT SPECIFICATIONS FOR CONSTRUCTION, AND THE APWA STANDARDS WHICH ARE HEREBY �� Ir Mr ' HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION REFERENCED AS PART OF THESE PLANS. t} tt 0 E SEE ALTA SURVEY, SHEET 1 OF 3 +;1 j ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERSEXPENSE. Lc1',-' F . w ' ,_ :f: 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING 26. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR 66 ET- ' L _: ,'t i --- CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER % r' f` r'? '" .m"": : , =:: CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY '' .: SATISFACTION. BEGINNING ' f 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE N MACKAY & SPOSITO DATED 03/11/10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING (' PERMIT HOLDERS' EXPENSE. OF PROJECT N FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS a 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAS BEEN ARE DISCOVERED, THE CONTRACTOR SHALL NO THE OWNER PRIOR TO INSTALLATION OF PLACED. cd ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. If CONTRACTOR DOES NOT ' PW1.0 "" i 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT . ! , m>-ra- �• ; ' NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A f " ` --" cn !n '''%r' - t I I WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF o REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. iL i I I ANY/ALL ASSIGNMENT CHANGES. 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 0 3. CAUTION - NOTICE TO CONTRACTOR / o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS 1 EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS x PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE e ' + �..W� CITY INSPECTOR OF ANY ALL ASSIGNMENT CHANGES. UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS ' - --' ANY/ ALL TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE :. /, �°" 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUESTa""� ��;� i PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ------ ---------- . ... . ... --J CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE 6 TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTSFOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. SHOWN ON THE PLANS. Know what's below. 32. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND HAVE THE CITY COMPLETE A Call before OU CII . PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY NTH 30 DAYS Y 9 KEY MAP OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. i 6 N.T.S. 0 °"�` -r:& ,.gv1.� :- of..o's'•' :.` yr.,, emr^f' � :. `Fe %c a ", ._..,.,,, `. r,:' , 'L ,r% r S ,« 3)Fti ,� 6 ,M.,� - �.;/ai/ % vim , , �"'ae$ w : P� h.. NO Dc�,�E � ievislon aesr� tea! µe ��te: �,� '1Ne�cP �� ♦I♦ e N, +,,. x � _ Walmar� . . #5935-00 6 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS HCD 04/06/12 0891PE N)Nk `r 1 PUBLIC SANITARY SEWER � 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS DCaVV s `a�� s� " � �� ' , PW-0.0 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS HCD PERMIT °N G o�1� 7600 SW DARTMOUTH ST COVER SHEET Gh� i$y,, {�Pf3J+ A �� NL �'� 6400 SE Lake Road T (503) 659-9500 ,,,, Suite 300 F (503) 659-2227 WIAQi, nQ 0777-1 12��i�1 v co tl y (STA: 23+11.55 DARTMOUTH) 15 PUBLIC — A N o , (STA:09+65.79 SANITARY SEWER CL) • : SANITARY EASEMENT d• y H#2 I '�0 ------ - -------------------- �f -� - ----- -` - ----------- ----------- ------------ -J I SEE PUBLIC ROADWAY v \ - ✓ I� IMPROVEMENT PLAN / r 00 8 PVC SANITARY SEWER MAIN 12 13 8 PVss A C SANITARY S R MAIN SET FOR ADDITIONAL fJ u, INFORMATION ONNECT TO c> Q �� t'� _ I ------ ---------- ---- ------ ------� WSF„ET i 'eS �§`' Y'v , t''Y� W \\` $JIfJG PUBLIC x Q `��y�i jj -- ---------------------- 4� - T W �' 1 N( Y4 vU^ ANtTARY SEWER 41� w- w w w s MANHOLE ! �� .": '" SSMH/4 XISSSMH f8"fPVCT°SANIT-ARY-!°jam SE MAIN >:.: .'' �� ,�.`�`• ` ^ `SCO58 9+ _ t NNy ,REN - - - i � rx- -rx —ane- xte r --vuc -vec- Fs� -rr i F r ENTIRE CONCRETE _. PANEL TO INSTALL� SSMH1 SANITARY LINES DARTMOUTH S E PLAN VIEW SCALE: 1"=20' B Z 0 20 40 (N F c Q ¢ N VN' 185 185 Of � 1a- rn11 I � �: a i I ! I aZ NLLJ om. w cji LLL ^ `o rl) IrM 'n. M oN x n :'.�rZ ! I ! ! I I [ + � 'ui + £oao- a € _ N N fO t0 t0 N tD n S vv N v I s n € off �..£ h O Vf r- 180 ,401 - 01 ¢ .- I- cJ n CO W H p ..._ N cD t� £P I h Op ! 180 . ' 3 II II _ •._._..... _............ _._......:........_........_.... ...__ ._ . _.......__ ¢ ..-- 0 O n Z ...........� n n > > > V' R._.z...,jx.....0 8 z 3 m �'� t........_._......_._.._....._....____._.._.........._.._...__.___._....._.._._.. I x w v ¢ ¢ z it z + n + •� n_ n_ a I moi- mmi - W rn N o N N0 Ln a- g '�•' cnn o .ri . e N O M f ! "�'. �E o I4 Fl ISHED GRADE N oo_.� v �� w e...f w Lil ON U' N � 00 �' N � O � 0+ �? �- 00 1' N + � d �' old �. ' ^ Z22 ¢ Nm - N • ^ z o Z o ao ? 3 �_ coco dl� FINISHED GRADE I a �Fx W W W N ro it I "N- w i i E I + + ¢ - 175 W W W W NIO 0+0 (V N-H cn it ? O a W II Z N lJ ! ! — _ F j L+ J 00 __ — — I 175 W W - - - - - - - - - - cfl - - - - C n LCA O EXISTINGGROUND 170 Z - 170 w EXISTING GROUt D O ! C € z I � � 364€LF OF 8" PVC S 165 � ® S=0.010 E f i LF O13 LF OF 8" PVC S .S=0.010 [ X 165 Q 35 LFA 8" PVC 43 LF 0 8" PVC I I SS ® =0.010 I I 5S O➢ S-0,0069 ` I i I I W I LO I 160 . C) . ___ � ________�___�_._ ___...�.. .� ' ° .�._..—. � € L___._,160 9+09 10+00 11+00 12+00 13+00 14+00 15+00 15+47 Cl- PROFILE VIEW HORIZONTAL: 1"=20' VERTICAL: 1"=5' ry LEGEND 4 r N PUBLIC UTILITY EASEMENT SS PUBLIC SEWER MAIN Wal N o • SS MANHOLE 1 2 3 OCT N p �t Q) i _ .. VAO :f v CD / f F( /� B £ £� U w N KEY MAP N.T.S. / E g y N\\\ �..... „ ' Ky§f'Ssi"x ., - a. \\\ \\\ a3 Xi' 1�?✓� s ry �,.: a> 6i'e,,"'n '�¢ / ,,gyp H` � `L`? cr ;r . r• (+w' , , % �' I - v.�.w.•,,,2�.. , a -�:' P hN�x, r. ,_..,. . ..�� . HCD Walmart .*** : #5935-00 1 7/10/12 PACLAND REVISED PER TVWD COMMENTS �� 1 PUBLIC SANITARY SEWER PW-10 % 2 8/7/12 PACLAND REVISED PER TM COMMENTS 1�tetW ' ��; R °i Q' 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS HCD PERMIT o^ 7600 SW DARTMOUTH ST CD Clio 'It p\ Sy f ta°Z�G�' 6400 SE Lake Road T (503,659 9500 PLAN AND PROFILE ^ ^^ ^^ q�N L. N Suite 300 F (503) 659-2227 TI(:DRII (1R 07001 : o 15' PUBLIC I I -- V� W W V — - _ �,� NITAR)I EA1 :A E SSMH6 L-- --------------------= ------ -- -------------------- -----� --- ------- ----------------------3L-- — ---------- — — INSTALL 5LF — I-- ;I I —�-- OF 8" PVC ® 8" PVC SANITARY SEWER MAIN 8" PVC SANITARY SEWER MAIN j S=0.002 AND ' 16400 -SS 18 9 00ss s—s— I. 0 PLUG END. I , _ i IE: 177.30 r A - -- ' - ---------------- 3 ---- _---- --- - ----------- ------ " ---- --- -----------------_------------ -- - -----------_� }r • ,� SSMH#4 ` SMH#5 y t� 3, . y r I: fft : SEE SHEETCLACKAMAS r `L f I WR COUNTY BANKIl � .._..__.. ......,...v....... .... ...1 i................................... I r ) iCf �+.... Uj it N f t I r Ike J wI N 'g t i : x h 4 ___.,......w...._ _ k�m KEY MAP - Ic r N.T.S. j� `�"� ` ' �% PROPERTY LINE vii I) INSTALL 5LF OF 8" PVC 0 S=0.002 AND PLUG END. IE: 182.27 s ........ B ® E e SSMH#7 WALMART <n I PROPERTY LINE E. , 1 a �--N TRI—COUNTY CENTER TRUST o 20 ao PLAN VIEW cw �n SCALE: 1"=20' ^ ^ rn fV � � II cn Obi W U ~ cn cV U d cZ � +im � d a0 MO N co c a6 195 _____. _____ ____.. _ N W W 195 + ¢ m 00 Lj W j 3 I C EXISTING GR ND I ^^3 f— ___...___... _ _ _ _.. ...... W Gco 00 o � co N 6n w � "00 °�° z z FINIS ED GRADE , I C) T�T a n zz � - y N _ V d' W W W U) - - - - - � z — ^ - - - - I — � w 185 _-.._.. ^ _o _ _ — — 1 185 N _ _ — — -- - - - - k_ O7 � � N � � a_ In � / �co oeo - k' � ¢ � ori Lo 12YE cD 3 N FIN SHED GRADE v �� V) � �; ,; �' `0 w V' co �' " C $$ ch 180 �' W 0 _.........-....m__...�..�...,.._ W _ _-___. __. _ __.._.._._ _._.._.._..__ F 180 Ln / o / a 0 0 a W rn z 175 _ _ 0 � ._ _ ---_-----._ STING GROUND N I _ 170 ..k_ / _ __�.__ _ _ ____ __. ___ _ _ _ — _ __ — _� — _ I __...__........_.1170 N i o D Q � � 165 .._.._......._. __.�_ ____. _.__.___.______________.__....... ._._.__ __...._...._......_..__.—. _.__...____—�.._._______.__.__._.�_.____._.._._____.._a_____—_..________ _______.___!_____.______._ ____.____. .__�_. _ _ .__.. _.___...........___�165 15+47 16+00 17+00 18+00 19+00 20+00 21+00 21+70 PROFILE VIEW HORIZONTAL' 1'=201 VERTICAL: 1"=5' LEGEND i PUBLIC UTILITY EASEMENT 3 SS PUBLIC SEWER MAIN w42 d L 0 SS MANHOLE 1 2 3 � • C d H B .Kra a er 3 ati d n P u . 'GAN #5935-00a i 7/10/12 PACLAND RENSED PER TVWD COMMENTS HCD 04/06/120 91P Walmart i 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS I iTe1N11131..'' lue , 1 PUBLIC SANITARY SEWER PW-1.1 ° G , 7600 SW DARTMOUTH ST d 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS HCD PERMIT `o 01 PLAN AND PROFILE ' R 3 ?`: D ay` `: mwA\ ft V �4.Z� ik �t�r �a m2 „ `� tiq�yN L NGS 6400 SE Lake Road T (503) 659-9500 Suite 300 F (503)659-2227 Tl(:APr) If1R C1777-1 1 2 3 4 5 6 9 .L� 7 ° A 1 LOCATE FRAME AND COVER - NOTES: PRE CAST -" CONICAL OVER LEDGE OF AT LEAST HOLES (2) SANITARY 12" IN WIDTH � . .Q 1. ALL STEPS SHALL CONFORM TO THE COVER ONLY REQUIREMENTS OFASTMC-478. °J 2. MANHOLE STEPS MUST BE TIGHT AND s 8" MIN. BETWEEN - '�' FIRMLY EMBEDDED. „ „ „ ,, KNOCKOUTS n 3. ALL STEPS WITHIN A MANHOLE SHALL CLASS B CLASS A . _o BE OF THE SAME DESIGN, TYPE, AND - SIZE. (MIXING OF UNMATCHED STEPS 1-1 4" IS NOT PERMITTED). - e O OMOUND EXCESS NATIVE MATERIAL 'aSURFACE RESTORATION D F'j17_ AS SPECIFIED: OVER TRENCH TO ALLOW LJ 'o p 5-3/4" FOR SETTLEMENT 0 O MAXIMUM 27" FROM - 4 :d > STANDARD FRAME AND COVER OR 4� -O ' ' TOP OF FIRST STEP WATERTIGHT FRAME AND COVER. < • �, ;•. d- A \ - TO TOP OF CASTING SEE STD. DRAWING NO. 110-SA/ST d- o - o - ;ya s"s e�•"•..• • 1��i \� 5� OR NO. 120 SET FRAME. IN NON-SHRINK 10-3/4" .4 GROUT 'n: +'0,'v- ,°Q `�a�e� � •s "° n 12" NATIVE TOP SOIL D 12" _p a v, v 'o'D ♦ `e •• . IF TOP SOIL EXISTED NOTES: .e ' GRADE RINGS (2",4",OR 6") . b v s•: .• 955;COM48ACTIION 907. COMPACTION PRIOR TO EXCAVATION, MAXIMUM 12" SET IN •� 12" SURFACE ° 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO TH.ENON-SHRINK GROUT a " • • '4 REQUIREMENTS OF ASTM C-478. . 1-4• d ' - ° 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY 4 UNDISTURBED • ' 0' ' `J .4 NATIVE EARTH STRENGTH OF 3000 P.S.I. AND SLUMP OF 2" TO 4". - d, . v - 907. COMPACTION _ 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS - °. STANDARD ECCENTRIC - COPOLYMER POLYPROPYLENE PLASTIC UNDISTURBED _ BELOW 48"OF MATERIAL SUCH AS KENT-SEAL NO. 2, RAM-NECK, OR AN APPROVED ` 36" CONE o. SANITARY - EARTH SURFACE �. EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-S00210. o : v- v4 - 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. t/2" GRADE 60 REINFORCEMENT n •' v' D. 24-3/4" 3/4" - O'CRUSHED..- S. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE. A ROCK MANHOLE AND CHANNEL DETAIL. 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL -4 MANHOLE STEPS SEE ° _ DEPTH 4 ° 'o a•`.`°; 'i REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL STD DRAWING NO. 100 13" CC VARIES . " • Y• 'a 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) A MANHOLE SECTION MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED v (VARIABLE 1'-4') - 3-3/8" FOR I 22 I '•4 ;: .::o i e ON THE INSIDE FACE OF THE MANHOLE. , 1 Z p v <�,L:a.<•� I PLASTIC SAFETY STEP 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND �_ - - m < •:•p: }�e c - - a 4 4" MAXIMUM CLEAR OF PIPE WALL. - z °. j j v• 27 0: o a e • 4 •- 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" - 45^ m < .e.,• 4 a e o p r 3/4"-0 CRUSHED o FOR SANITARY CONNECTION AND 48" FOR STORM 6" N N "•> < °. • . 1/2 PIPE CONNECTION. - `O 5 MINIMUM a . .Q 'ROCK ,e.. °e 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND , a , , C PIPE ZONE O.D. PLUS 6" .°• •, ° " •a:e COVER SHALL BE USED IN ALL EASEMENT AND OFF a; d �' •va', o 3" 7" a •a• " •'r, STREET AREAS. v v 4 t 0 0.8°$80 8°� ° OSP 0 0 80g b 8oW //6 3/4" GALVANIZED BAR :� • w.' v 0p8� ro o o°8m o 48"MIN. n • . ' ''v'_Da 3/4"-0 �/ & 8°OD O ° o - - oob tl"Ooo MINIMUM 12" LEDGE ' MATERIALS: �� - � o,• •: '� G - 3" 3" PIPE BEDDING \� o°O�OD° o° 8°d�po 0 o O °p pO o°8 $o - - n. (ONE REQUIRED) :r. 6. ' . .. a 12" o o° o0 800 0 0 2" MIN. FROM TOP OF .� 9 -0o ° o w o C 1"/FT. SLOPE TYP PIPE TO MANHOLE GALVANIZED: 23" I \�j o0p o $0 00 0 ° 0 0 0 0° 080 80 08 SECTION (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. : o . .d O� 24-1/2" "1 I •/� J REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. •�' .4 r 11 d PIPE o GALVANIZED CONFORMING WITH ASTM A-123. • v 31" TRENCH STABILIZATION: • IF REQUIRED, TRENCH STABILIZATION O.D. ,4, �' - 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18' SHALL BE SPECIFIED SEPERATELY PLASTIC: v'. v4 - - 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER e "v AND PLACED PRIOR TO PLACEMENT _ MUST CONFORM WITH ASTM C-478. .v o .D' OF BEDDING MATERIAL. 'a o'd.. a 8" MINIMUM CONCRETE STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60.. - - SMOOTH FINISH CHANNEL TO MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED NOTES: 3/4 VERTICAL HEIGHT OF PIPE 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE NOTE: . } •. ••}•�• , WITH SERRATED SURFACES. 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. ALL COMPACTTION REQUIREMENTS PER II{ 72 MINIMUM AASHTO T-99 AND ODOT/APWA SPEC 00405. 1 12' MINIMUM OF 3'4'"-O" COMPACTED - 4" FOR GALVANIZED STEP 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. BASE MATERIAL 4. NOTCH LID FOR LIFTING HOOK. l STANDARD MANHOLE MANHOLE STEP SUBURBAN AND STANDARD TRENCH BACKFILL MANHOLE FRAME AND COVER leDETAILS ienrSavienaerervces CleanWateServicesCleanWateraej DRAWING NO. 010 REVISED 02-03 Our commitment is clear. DRAWING NO. 100 REVISED 02-03 o.r... ..e�a..e DRAWING'NO. 110 SANITARY REVISED 12-06 Our commitment is clear. DRAWING N0. 590 REVISED 12-06 Our commitment is clear. T rs C E O C) O STANDARD MANHOLE MANHOLE STEP2 SUBURBAN AND STANDARD MANHOLE 3 TRENCH BACKFILL DETAILS 4 D NOT TO SCALE NOT TO SCALE FRAME AND COVER SANITARY NOT TO SCALE NOT TO SCALE 0 O N d 4) (l7 rT 3 O N I d r7 rn o, C, 3 O D N N C O / !n _ r 7/10/12 ° PACLA SIS QCT . .�� p� '�I©�i '��.f . ,3.�� _� F�� 1 ND REVISED PER TVWD COMMENTS HCD 04 06 f 12 �`' g1 ER Walmart * , #5935-00 2 8/7/12 PACLAND REVISED PER TVWD COMMENTS x @0 vPW_n.�1 PUBLIC SANITARY SEWER G v, 3 9/28/12 PACLAND REVISED PER CITY AND CWS COMMENTS HCD PERMIT G 1 7600 SW DARTMOUTH ST _ NNN _11s F 14,2�° DETAILS i asQ Y �q�N L NG 6400 SE Lake Road T (503) 659 9500 Suite 300 F (503) 659-2227 WNIAPn nP 07001