The URL can be used to link to this page

Plans (124) S 1T2015 - 00008 -a a> L O Q 73 cn BuRNHAm & ASH APARTMENTS 5ER. A ..., CO CDCO E l L 45. PREMIUM PROPERTY - TIGARD LLC Co ARCHITECTURE c SITE WORK r) RAWING PACKAGE0 co URBAN DESIGN + PLANNING c INTERIOR DESIGN U 7 a O a m PORTLAND OREGON 97209 N 0 P. 503.445.7372 L F: 503.445.7395 SEM CO C RAP 0 >, r, Q -- ti 2..a wr ..• NC/111% tel n • _ 38 :�.� I - fir 4K T .UL 4 --‘-5,- -$-. "fr f-446TLAND,OR OF 0 LL 1,_ �! 4) _ ��,- . 4 1 rI ph1{11 i_vA) d F, .s a C �"" ' � 1 ' ....2.---- r 11 �I I��dl 4 rn € I. "-i 1 x . rt Odell', , .�. r i,,:q , I �t{- flea `ag;, a, t• '•�".z*,"`":a - i3xi ', �p}�l/ :i$I- ;j^+� , 4 - it �$h " Iib' i-771 r�� Inri�� 7:,,,,-.:-[":111: P o >•�3-`�'' g , kI ,± E 'mak °` I �`� I Iv )� a ;';y -TIP' it t \ 11� I' c. I i H' 4I - �• - . - ' -- - --.;,--,:''''''--'11::::: — j+s 4 is :" „, : • , ------ , k Je:. l l ,, ..r :dliiiii _.::_..,,-'..-.K.,1.,„,.. , 301:1 _,,, „ 7 i,,,, 0:1, irt ,3., 0,,,o.,f �� 9g r :141 10!„.'.." �tg4 t 4,1 d I}I l'� ;: I (°aril Ir1'1 r., ,1 p SCnl C td 1 " a; ' e. � a � f prWl / ,, , I 1 rrT--- .: ' {' rte Ekl€ s z_ t 441URI ,r'- , te . -_ _ 2 , r . i i., ,/,;':;';r ' 41 1 L y Ce- , '.. I .0 � ..I#" 9 ,.,...-_,F•81.ai `ill :-• ., Fb1.': 0.1 - ."-'''''''---i- „-_-.-_-_ ,,,,,---i-‘4.''.'-'---:;T:t., ,,,-----',-3 r.,,,,1,--0, __, �ztittv lS { 'x' x ri 2 14 �l I 1 / 10000. yryyq ':. I 3 :' r _.;. - ..-,' Baa Cl)�"r c� P 7 i*IC - ii-:' CityErosi ntrol 1 1, on Co - T Tlc�hedule Ins e ns. a all 503) - 175 --�� o C ( 639 rry 4 — nitial Inspectio , , a 11 1� ` ?rior to lootlnQ InsP�b^ °6 J �'_� ':: ; - ' e f ti I inspction: ihk �� ' Y� id. + ,,.d _.� �� Mi0110 flnll bui1d1f1Q UMpecUon 2 � �- 1 O� C'iAltlf a Q „0. , .. -_ MPL�ANC _ YCtk FOR D � Z a. co T �PPro lQ i S OT ; Ct Lu Permit r ., . } ,. Address: 2 IX a > CK Suite #:_ p Ca a. co i- U Z w OFFICE COPYREVISIONS H U W H U CC Q z D Z Q Z 0 w ORIGINAL SUBMISSION: 06.29.2015 > o CHECKED BY: W ISSUE DATE: 10.29.2015 i u) PROJECT NO.: 1503004 I -" W Lu LU a_ Q M SITE WORK o COVERs N D1 `/1 CV O vJ r MATERIAL CODESABBREVIATIONS GENERAL NOTES GENERAL INFORMATION DRAWING LIST - SITE WORK PERMIT PACKAGE ACT-# ACOUSTICAL CEILING(TILE OR PANEL) — NONE PERMIT APPLICANT: SERA DESIGN AND ARCHITECTURE,INC 503.445.7372 a A. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH THE SW001 SITE WORK COVER SERA u) AWS-# ACOUSTICAL WALL SYSTEM & AND ON BEHALF OF PREMIUM PROPERTY-TIGARD LLC To BRICK-# BRICK @ AT WORK. SW002 GENERAL INFORMATION a � CLR# CLEAR FINISH ± APPROXIMATELY PROJECT ADDRESS: BUILDING 1:12850 SW ASH AVE,TIGARD,OREGON 97223 B. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS.DO NOT SCALE DRAWINGS.NOTIFY BUILDING 2: 12790 SW ASH AVE,TIGARD,OREGON 97223 CMU-# CONCRETE MASONRY UNIT CL CENTERLINE EROSION CONTROL E ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. u) CONC-# COLORED CONCRETE 0 DIAMETER LEGAL DESCRIPTION: EC1 ESC-COVER SHEET w CORK-# CORK (SHEET OR TILE) # NUMBER C. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS AND THE PROJECT SITE CONSISTS OF THE CONSOLIDATION OF THREE DIFFERENT PROPERTIES. PARCEL 1 IS TAX LOT EC2 ESC-CLEARING AND DEMOLITION o CPT-# CARPET (SHEET OR TILE) " INCH(ES) SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF CONSTRUCTION UNTIL FINAL LATERAL 2S102AD02800,ADDRESS 9020 SW BURNHAM ST,AND IS 0.16 ACRES. PARCEL 2 IS TAX LOT 2S102AD02900, EC3 ESC-GRADING AND UTILITY CT# CERAMIC TILE FOOT(FEET) AND VERTICAL CARRYING SYSTEMS ARE COMPLETED. ADDRESS 12780 SW ASH AVE,AND IS 0.19 ACRES. PARCEL 3 IS TAX LOT 2S102AD03000,ADDRESS 12800 SW ASH ARCHITECTURE 0- EPT-# ENAMEL PAINT ACSF ACCESS FLOORING AVE,AND IS 3.61 ACRES. EC4 ESC-DETAILS FCP-# FIBER CEMENT PANEL ADJ ADJACENT m URBAN DESIGN + PLANNING D. DIMENSIONS SHOWN ARE TO FACE OF STUD,FACE OF CONCRETE,FACE OF MASONRY, 5 FRP-# FIBERGLAS REINFORCED PLASTIC PANELING AFF ABOVE FINISH FLOOR GRID/COLUMN LINE,CENTER OF ELEMENT,COUNTERTOP EDGE,OR AS NOTED. SEISMIC ZONE: CIVIL o FWP-# FABRIC WRAP WALL PANEL(ACOUSTIC OR TACK) Al-Li AUTHORITY HAVING JURISDICTION SEISMIC DESIGN CATEGORY D C1.0 UTILITY DEMOLITION PLAN INTERIOR DESIGN t HLB-# HORIZONTAL LOUVER BLINDS BO BOTTOM OF E. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF C2.0 GRADING PLAN HPC-# HIGH-PERFORMANCE COATING BOB BOTTOM OF BEAM SUBCONTRACTORS WORK,COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS,ACCURATE 2 LINO-# LINOLEUM BOT BOTTOM BUILDING NARRATIVE C3.0 SITE UTILITIES ami LVT-# LUXURY VINYL TILE BOS BOTTOM OF STEEL LOCATION OF STRUCTURAL MEMBERS,OPENINGS FOR MECHANICAL,ELECTRICAL,AND C4.0 DETAILS MISCELLANEOUS EQUIPMENT. CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING -0 PLAM-# PLASTIC LAMINATE(HPDL OR TDO) ' CODE APPLICABLE REGULATIONS GOVERNING CONTRACT SCOPE OF WORK,SEE SIZES(CLEARANCES REQUIRED)FROM THE MANUFACTURERS PRIOR TO CONSTRUCTION C5.0 DETAILS PORTLAND OREGON 97209 a> THIS PROJECT CONSISTS OF TWO BUILDINGS(BUILDING 1 &2)LOCATED ON THREE TAX LOTS IN TIGARD,OREGON N POLC-# POLISHED CONCRETE CODE COMPLIANCE SUMMARY SHEETS P: 503.445.7372 s PT-# PAINT CJ CONTROL JOINT OF OR INSTALLATION OF EQUIPMENT,FURNISHINGS,AND ACCESSORIES. AT THE INTERSECTION OF S.W.ASH AVENUE AND S.W.BURNHAM STREET.BOTH BUILDINGS ARE SLAB-ON-GRADE, WOOD FRAME BUILDINGS. THE PROPOSED DEVELOPEMENT INCLUDES A NEW PUBLIC ROADWAY BETWEEN THE ARCHITECTURAL F: 503.445.7395 QT# QUARRY TILE CLG CEILING F. DETAILS NOTED AS"TYPICAL"OR'TYP"APPLY IN ALL CASES UNLESS SPECIFICALLY coTWO BUILDINGS. A051 SITE PLAN SERAPDX.COM RAF# RESILIENT ATHLETIC FLOORING CLR CLEAR REFERENCED.DETAILS THAT ARE SPECIFICALLY REFERENCED SHALL TAKE PRECEDENCE RB-# RUBBER BASE CO CLEAN OUT OVER DETAILS NOTED AS"TYPICAL"OR"TYP".SPECIFIC NOTES AND DETAILS SHALL TAKE BUILDING 1 GROUND FLOOR PROGRAM CONTAINS RESIDENT AMENITY SPACE(FITNESS,COMMON ROOM,MAIL RF-# RUBBER FLOORING (SHEET OR TILE) DS DOWN SPOUT AGGREGATE PIER DELEGATED DESIGN C RS# ROLLER SHADES DW DISHWASHER PRECEDENCE OVER GENERAL NOTES AND DETAILS. ROOM,BIKE PARKING,DOG WASH STATION,AND LOBBY),LEASING OFFICE,BUILDING SUPPORT SPACES,TUCK g SEAL-# SEALED CONCRETE DWG DRAWING UNDER PARKING,OUTDOOR PATIO AND COURTYARD,AND RESIDENTIAL UNITS.FLOORS 2-4 ARE RESIDENTIAL G1.00 AGGREGATE PIER PLAN a> G. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE UNITS AND BUILDING SUPPORT SPACES.LEVEL 4 INCLUDES(2)ROOF DECKS FOR TENANTS. CONSTRUCTION WILL G2.00 AGGREGATE PIER DETAILS AND SPECIFICATIONS ', SS4 SOLID SURFACING(ACRYLIC) (E) EXIST(ING) PROJECT IS IN PROGRESS UNTIL PROJECT COMPLETION. BE V-A. BUILDING 1 IS APPROXIMATELY 142,000 SF WITH 139 UNITS.BUILDING 1 CONTAINS AN ELEVATOR. 'ICS611:11 dife%/tt C., °- ST-# STONE (MASONRY,SLAB OR TILE) EJ EXPANSION JOINT 3680 a ST-# MANUFACTURED STONE EQ EQUAL H. LOCATE EXISTING UTILITIES WHETHER INDICATED OR NOT AND PROTECT FROM DAMAGE. C. c STNC-# STAINED CONCRETE EXP EXPOSED STRUCTURE BUILDING 2 GROUND FLOOR PROGRAM CONTAINS WARM SHELL RETAIL SPACE,BUILDING SUPPORT SPACES,AND o CONTRACTOR SHALL BEAR REPAIR OR REPLACEMENT EXPENSES OF UTILITIES OR OTHER ENCLOSED PARKING WITH APPROXIMATELY 28 STALLS. FLOORS 2-3 ARE RESIDENTIAL UNITS AND BUILDING • K "T SV-# SHEET VINYL FD FLOOR DRAIN PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF THE cn SUPPORT SPACES.SIX UNITS ON FLOOR 3 ARE TWO-STORY TOWNHOUSE UNITS CREATING A PENTHOUSE THAT VTF-# VINYL TILE FLOORING FE FIRE EXTINGUISHER WORK. RISES ABOVE BUILDING 2's MAIN ROOF LINE. BUILDING 2 IS APPROXIMATELY 38,000 SF WITH 26 UNITS. BUILDING 2 !� $ WB-# WOOD BASE FEC FIRE EXTINGUISHER CABINET LLALSO CONTAINS AN ELEVATOR. CONSTRUCTION WILL BE V A. O TLAND,OR WC-# WALL COVERING(FABRIC OR VINYL) FF EL FINISH FLOOR ELEV I. PROVIDE ACCESS PANELS AS REQUIRED.LOCATION,FINISH,AND TYPE SHALL BE APPROVED c WD# WOOD OR VENEER FO FACE OF BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING.ACCESS PANEL LOCATIONS NOT E WDC-# WOOD CEILING(PANEL,PLANK OR STRIP) FOB FACE OF BEAM APPROVED BY ARCHITECT WILL BE SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. OF 0 WDP-# WOOD PANELING FOC FACE OF CONCRETE PROVIDE RATED ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH THEY APPLICABLE BUILDING REGULATIONS co WF# WOOD FLOORING FOF FACE OF FINISH ARE INSTALLED. ACCESS PANELS IN SHAFT WALLS,RATED FLOOR/CEILINGS OR RATED WOM-# WALK OFF MAT (OR CARPET) FOM FACE OF MASONRY ROOF/CEILINGS SHALL BE SMOKE SEALED. �> FOS FACE OF STUD 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC)BASED ON THE 2014 INTERNATIONAL BUILDING CODE WITH o FOW FACE OF WALL J. TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS REQUIRED BY THE OREGON STATE AMENDMENTS. a> GA GAUGE AUTHORITY HAVING JURISDICTION STANDARDS. cn GB GYPSUM BOARD 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC)BASED ON 2012 INTERNATIONAL MECHANICAL CODE AND GALV GALVANIZED K. ALL PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE FIRE STOPPED PER 2012 INTERNATIONAL FUEL GAS CODE. a> HB HOSE BIB SPECIFICATION SECTION 07 84 00-FIRESTOPPING AND THE AUTHORITY HAVING m HS HEAT STRENGTHENED JURISDICTION'S REQUIREMENTS. RATED ASSEMBLIES SHALL BE CONSTRUCTED TO 2014 OREGON PLUMBING SPECIALTY CODE(OPSC) ID INSIDE DIAMETER PREVENT THE MOVEMENT OF HOT FLAME OR GASES PER OSSC SECTION 709.6. ca. MAX MAXIMUM 2011 OREGON ELECTRICAL SPECIALTY CODE(OESC) c> MH MANHOLE L. ALL SAFETY GLAZING SHALL BE PERMANANTLY LABELED WITH THE MANUFACTURERS NAME a MIN MINIMUM AND TEST APPROVAL INFORMATION. 2011 OREGON ELEVATOR SPECIALTY CODE 0 MO MASONRY OPENING PROJECT DIRECTORY MW MATERIAL MICROWAVE M. CONTRACTOR IS RESPONSIBLE FOR TRADE PERMITS,INCLUDING,BUT NOT LIMITED TO ICC A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES NIC NOT IN CONTRACT MECHANICAL,ELECTRICAL AND EXTERIOR SIGNAGE.REFERENCE DEFERRED PERMITS SUMMARY ON THIS SHEET. OWNER Premium Property-Tigard LLC NTS NOT TO SCALE DEVELOPER 1015 NW 11th Avenue,Suite 243 OAE OR APPROVED EQUAL CONTRACTOR: Portland,OR 97209 N. PROVIDE BACKING,BLOCKING,OR STRAPPING AS REQUIRED FOR MOUNTING GRAB BARS, RADON TEL:(503)226-1972 OD OUTSIDE DIAMETER SHELVING,EQUIPMENT,HANDRAILS,ACCESSORIES,AND CASEWORK. RADON MITIGATION SECTION 03 30 00;2.05 ACCESSORY MATERIALS FAX:(503)226-1973 OFD OVERFLOW DRAIN 0. PROPOSED BUILDING FF EL OF 33.1'AS SHOWN ON THE CIVIL DRAWINGS IS EQUAL T0100'- OF/CI OWNER FURNISHED,CONTRACTOR INSTALLEDTHE RADON SYSTEM IS A"PASSIVE"SYSTEM THAT CAN BE UPGRADED TO AN"ACTIVE"SYSTEM LATER BY ADDING ATTN: OF/01 OWNER FURNISHED,OWNER INSTALLED 0"ON ALL OTHER DOCUMENTS. FANS.REFER TO PLUMBING AND ELECTRICAL FOR ADDITIONAL INFORMATION. Jeff Sackett,Principal OPH OPPOSITE HAND P. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED jsackett@capstone-partners.com PFN PREFINISHED(ALTERNATE PREFIN) ACCESS TO ANY WATER OR POWER FACILITIES(POWER POLES,PULL-BOXES, SEE THE ARCHITECTURAL SLAB PLANS AND MECHANICAL DRAWINGS FOR MORE INFORMATION. PLAS PLASTER TRANSFORMERS,VAULTS,PUMPS,VALVES,METERS,APPURTENANCES,ETC.)OR TO THE Mark Desbrow RD ROOF DRAIN marktl@gl-dev.com REF REFRIGERATOR LOCATION OF HOOK-UP.THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY.FAILURE TO C11) RO ROUGH OPENING COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. ROW RIGHT OF WAY1.11111. ARCHITECT OF SERA Design and Architecture,Inc. SF SQUARE FOOT(FEET) RECORD: 338 NW Fifth Avenue SHTHG SHEATHING Q. CONTRACTOR SHALL SCHEDULE A FIRESTOPPING PRE-INSTALLATION MEETING WITH THE Portland,OR 97209 SIM SIMILAR SUB CONTRACTORS AND BUILDING INSPECTOR. TEL:(503)445-7372 SST STAINLESS STEEL(BASE,WALL PANEL,OR COVERING) R. CONTRACTOR SHALL PROVIDE LIST OF THE FIRESTOP MATERIALS/ASSEMBLIES TO BE USED, UM! FAX:(503)445-7395 STN STAIN THEIR RESPECTIVE PENETRATION TYPES/LOCATIONS,AND UL AND/OR ICC REPORTS/LISTING T TEMPERED NUMBERS TO THE BUILDING INSPECTOR FOR REVIEW AND APPROVAL. ATTN: David Stephenson TO TOP OF2 davids@serapdx.com TOB TOP OF BEAM TOC TOP OF CONCRETE S. SMOKE AND FIRE DAMPERS SHALL BE INSTALLED PER 2014 OSSC SECTION 71,, . Josh Cabot TOD TOP OF STEEL DECK joshc@serapdx.com TOP TOP OF PARAPET T. MECHANICAL EXHAUST OF BATHROOMS AND LAUNDRY FACILITIES IS REQUIRED.AIR TOS TOP OF STEELARACHANGES AND DISTANCE OF DISCHARGE FROM OPERABLE OPENINGS SHALL BE COMPLIANT IL CIVIL ENGINEER: Harper Houf Peterson Righellis,Inc. TOW TOP OF WALL WITH OSSC 2014 SECTION 1203. 205 SE Spokane St,Suite 200 T/M '10 MATCH Portland, 97202 TYP U. AN APPROVED GAS SHUT-OFF VALVE SHALL BE INSTALLED ON THE FUEL GAS LINE ON THE1114 Por and,OR 972 21 UNO TYPICALUNLESS NOTED OTHERWISE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR FAX:(XXX)XXX-)000( VIF VERIFY IN FIELD OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. CI= ATTN: Ben Austin V. THIS BUILDING MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM bena@hhpr.com COMPLYING WITH NFPA-13. It LANDSCAPE Lango Hansen Landscape Architects W. SPRINKLER SYSTEMS ARE TO BE APPROVED BY THE PLUMBING SECTION PRIOR TO ARCHITECT: 1100 NW Glisan St,Suite 3B INSTALLATION. Portland,OR 97209 TEL:(503)295-2437 X. INFORMATION SHOWN ON LEVEL 2 IS TYPICAL FOR LEVEL 3 UNO. CO FAX:(503)295-2439 Y. REFERENCE SPECIFICATION SECTION 01 3316 FOR ADDITIONAL INFORMATION.*FIRE ATTN: Kurt Lango SPRINKLER AND FIRE ALARM SYSTEMS PERMITTED SEPARATELY. kurt@langohansen.com ' Z. SEE SHEET S003 FOR ALL REQUIRED SPECIAL INSPECTIONS. STRUCTURAL Catena Consulting EngineersU ENGINEER: 1111 NE Flanders Street,Suite 206 AA. ANTI-GRAFFITI COATINGS ARE REQUIRED AT THE GROUND LEVEL WHERE CONCRETE OR Portland,OR 97232 MASONRY FINISHES ARE USED.REFERENCE THE SPECIFICATION SECTION 03 45 00. TEL:503-467-49802 FAX:(503)227-7980 Q cf, ATTN: Jason Thompson,Project Manager I< Q Jason@catenaengineers.com it Z CC Ce fl W CO CO • O 06 SYMBOLS / LEGEND VICINITY MAP ce EL CCQ o SIM DETAIL NUMBER (G_RID) y �` ' ` *" M D _ ci1/4:12 DETAILCALLOUT ��SURFACE SLOPE 1 — -- 1 1/8" ;.4 . LLl Q CONCRETE SLOPE A101 y RIDGE ° ' _-c: -- � SEE GENERAL NOTES,SHEET G001, .'�� ,, ,' �►� .: � _ ASSEMBLY TYPE REFER SHEET NUMBER FOR DIMENSION LOCATING ,!i�< a "` U \ \, SECTION NUMBER 1 118" INFORMATION. �\` VALLEY , *. •. Ca a ~ CONCRETE MASONRY TO ASSEMBLIES . '; �, " ; REVISIONS u i \\ \ (1 BS) ASSEMBLY TAG 1 SIM BUILDING 'I\ \\\\\\ SLOPE DOWN x- A'' ' b} cC I SECTION `I _ �\\� ..• U SHAFT WALL KEYNOTE A101 ELEVATION TAG , Lu SHEET NUMBER \\\\ SLOPE UP * • " k_t _ SECTION NUMBER e ,. '�;, UNIT ROOM NAME • ; U RIGID INSULATION DOOR NUMBER- ' `sx * r- CC � � SIM WALL OR PARTIAL 101_ ROOM TAG /////j rA F Q o� ' REFER TO DOOR SCHEDULE ////// STEP IN ELEVATION z p o , Al_ 1 \ SECTION ROOM NUMBER 4 O z ♦♦♦♦♦♦♦ ACNSOULATIONHERMAL DOOR TAG A101 z -- SHEET NUMBER / \ (E)98.75' EXISTING SPOT ELEV € c� FLOOR TRANSITION WHERE 1 /21\ ---7 •� . ,.r ' i;, -, ' ,x ''a "" ORIGINAL SUBMISSION: 06.29.2015 LT) STUD WALL OCCURS DRAWING REVISION 9875 \ • : , �., W 0 ELEV NUMBER NEW SPOT ELEV • f' . \ CHECKED BY: cc < WINDOW TYPE- A601 2 EXTERIOR ELEVATION a ?` ISSUE DATE: 10.29.2015 REFER TO WINDOW SCHEDULE 4 (0 EXISTING WALL SHEET NUMBER WINDOW TAG LEVEL 1 I h; PROJECT NO.: 1503004 ® 3 LEVEL INFORMATION �, DISCLAIMER NORTH ARROW Elevation • DEMO WALL OPH�� OPPOSITE HAND 1 r' iie �� x THE WRITTEN AGREEMENT,DRAWINGS,SPECIFICATIONS AND ANY ADDENDA COMPRISE THE W WHERE OCCURS ELEV NUMBER PROJECT NORTH SEE CIVIL g ""'4; . CONTRACT FOR THIS PROJECT.THEY SHALL BE TREATED AS ONE ENTITY,EQUALLY,WITHOUTCL / E91 FOR TRUE NORTH Q DRAWING TITLE — DRAWING NUMBER -��0A601 2 INTERIOR ELEVATION . ;.. r...�w. .�. PRIORITY.ITEMS,ELEMENTS,FIXTURES,SYSTEMS AND EQUIPMENT SHOWN SHALL BE Y 4 SHEET NUMBER' ; FURNISHED AND INSTALLED EVEN THOUGH TYPICALLY SHOWN ELSEWHERE.THEREFORE IT IS GENERAL o Tr) View Name , �5 THE RESPONSIBILITY OF THE CONTRACTOR TO READ AND COMPREHEND ALL THESE =Ci 3 THOROUGHLY ECUMENTS IN V EW THE ENTIRE SET OF CONTRACT DOCUMENTS,THEDER TO COMPLETE THE WORK.IF A CONTRACTOR Y DO SO AT THEIR OWN OSES TO NOT INFORMATION �, �1/8" 1 -0 _ RISK AND AGREE TO FURNISH&INSTALL ALL ITEMS NOTED ABOVE AT NO ADDITIONAL COST OR W N DRAWING SCALE ' ' +` DELAY TO THE OWNER.(THE ONLY EXCEPTION TO THIS IS THAT THE SPECIFICATIONS SHALL I— rn DRAWING TITLE 14 ., CJ7 A �. f W { ,.. TAKE PRECEDENCE OVER GENERAL NOTES ON THIS SHEET.) W002 I 15*.-E 2 a_ BuRNHAm & ASH APARTMENTS _I. fA -� SERA CDE EROSION AND SEDIMENT CONTROL PLAN(,)s 90 as a ARCHITECTURE C as o URBAN DESIGN + PLANNING 0 INTERIOR DESIGN o , a \ •� \ 2 ` i \ �' o \\ 1.--"N ,,�--- ��-__ � DEVELOPER N ;; PORTLAND OREGON 97209 STANDARD EROSION AND SEDIMENT P: 503.445.7372 o �f _ DEVELOPER/COMPANY: CAPSTONE PARTNERS LLC THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CN PERMIT. THIS ESCP AND i ��`''- --- -' -' CONTACT: JEFF SACKETT GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-CN PERMIT F: 503-445.7395 - �- - :ERAPDX.COM n T -- . - -_.- r.. • -- - ADDRESS: 1015 NW 11TH AVENUE CONTROL PLANNOTES: REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-CN PERMIT REQUIREMENTS �� r'' - V�� - �/1/ PHONE: 503-226-1972- PORTLAND, 7 97209 SUPERCEDE REQUIREMENTS OF THIS PLAN. O 1 u 1. implement any of the control measures " � EMAIL: JSACKLII@CAPSTONE-PARTNERS•COM All permit registrants must implement the ESCP. Failure to r R 1. Shi .' or practices described insthe ESCP is a violation of the perm '� � �L r r r r// r /rr , .. it /q Cs I N�' / ` \ y� f, �� „ i ,/r r' 2. The ESCP measures shown on this plan are minimum requirements for anticipated site conditions.y = �/� � ,4%ft During the construction period, upgrade these measures as needed to comply with all applicable w 70,863 'o �, BMP MATRIX FOR CONSTRUCTION PHASES• ; local, state, and federal erosion and sediment control regulations.a) { 3. Submission of all ESCP revisions is not re wired. Submittal of the ESCP revisions is onl under3 , 1 • J\ PLANNING / ENGINEERING / REGON\ ��. < v 9 Yo /� I s ecific conditions. Submit all necessary revision to DEQ or Agent ��• „ 2 2 _. 4. Phase clearin and radin to the maximum extent Tactical to revent ex ased inactive areas �t�`,�,' I __ � - - SURVEYIN CIRM 9 9 9 P P P M 5--- � = _,. �> 0 - G F from becoming a source of erosion. q !NR• F PETERSON RIGHELLIS EFER TO DEO GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF E ! N \_ ; / = �r "� i 3 ; I I I ENGINEERING FIRM: HARPER HOU INC.. 5. Identify, mark, and protect (by fencing off or other means) critical riparian areas and vegetation E i \ Orr r/ /ra r vegetationEXPIRES: / L �_1 -- CONTACT: BEN AUSTIN including important trees and associated rooting zones, and areas to be preserved. AVAILABLE BMP S. z 3Y/ �� 2 /i/i �i rr;i�/„/iii Tri i// q/l//l . /l/ r between the site andsensitiveareas ADDRESS: 205 SE SPOKANE STREET STE 200 Identify vegetative buffer zones a (e.g., wetlands), and other areas to be preserved, especially in perimeter areas. m i-. ///i// jV ------ PORTLAND, OREGON 97202 MASS UTILITY BUILDING STREET FINAL WET WEATHER -../ o 4, ••-•-•/ "r` _ _ 6. - - CLEARING GRADING INSTALLATION CONSTRUCTION CONSTRUCTION STABILIZATION ( CT.1 MAY 31ST} Harper PHONE: 503 221 1131 Preserve existing vegetation when practical and re vegetate open areas Re vegetate open areas .:�:.6 % ' : ' ' " --:.: ''$ ! when practicable before and after grading or construction. Identify the type of vegetative seed mix O rp EMAIL: BENA@HHPR.COM �� a ;y#� Houf Peterson y / �� '.1Z i used. EROSION PREVENTION rg - ` - --- `- I I PRESERVE NATURAL VEGETATION ` w>p CI r ; 7. Erosion and sediment control measures including perimeter sediment control must be in place X X X X X X X n GROUND COVER R>< hellis Inc. a I i --_-_-__ before vegetation is disturbed and must remain in place and be maintained, repaired, and _____-_...____g__-__ I HYDRAULIC APPLICATIONS F ti,,i N E E a s•r i A NN 7.Rs Y w I promptly implemented following procedures established for the duration of construction, including >Nosc;Ac aRcr+ :Ecr.:. SURVEYORS 0 0 g I IPLASTIC SHEETING • I ; protection for active storm drain inlets and catch basins and appropriate riate non-stormwaterpollution t !NARRATIVE DESCRIPTIONS ontrols. PP p MATTING -� - ----- promptly ii 5 . � . �- i a' I / __.._____._._..__..__._____...._._._____. ! 8. Establish concrete truck and other concreteequipment washout areas before beginning concrete TEMPO SEEDING X X X X X X DUST CONTROL X X X TEMPORARY!0 ,��;' ' EXISTING SITE CONDITIONS BUFFER ZONE U ,r..i. :.::.: :.::. _ .._ _ - �_.. - - ..- 9. immediately on all disturbed areas OTHER work. ' -•-•�,=: + Apply temporary and/or permanent soil stabilization measures immedia el H _ _ as gradingprogresses and for all roadways includinggravel roadways. ' •- -- * FORMER CITY OF TIGARD PUBLIC WORKS YARD. SHOP BUILDINGS, ASPHALT, P 9 Y Y SEDIMENT -' - -" -`- -� 10. Establish material and waste storage areas, and other non-stormwater Controls. SEDIMENT FENCE(PERIMETER) -.._--- - GRAVEL AND UTILITIES. g X ' X X X X X -� ; 11. Prevent tracking of sediment onto public or private roads using BMPs such as: graveled (or SEDIMENT FENCE(INTERIOR) DEVELOPED CONDITIONS paved) exits and parking areas, gravel all unpaved roads located onsite, or use an exit tire wash. STRAW WATTLES These BMPs must be in place prior to land-disturbing activities. FILTER BERM I 12. When trucking saturated soils from the site, either use water-tight trucks or drain loads on site. INLET PROTECTION X X X X X X * TWO APARTMENT BUILDINGS, PARKING LOT AND A NEW LOCAL ROADWAY_ 13. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and DEWATERING RING equipment fueling, maintenance, and storage; other cleaning and maintenance activities; and waste SEDIMENTTRAP NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE handling activities. These pollutants include fuel, hydraulic fluid, and other oils from vehicles and OTHER RUN OFF CONTROL machinery, as well as debris, leftover paints, solvents, and glues from construction operations. SITEMAP P NOT TO SCALE * (WEEK - 3) 14. Implement the following BMPs when applicable: written spill prevention and response procedures, CONSTRUCTION ENTRANCE X X X X X X Ull) -1 CLEARING 1PIPE SLOPE DRAIN * MASS GRADING (WEEK 2 - 4) employee training on spill prevention and proper disposal procedures, spill kits in all vehicles, OUTLET PROTECTION 11111.11.1 regular maintenance schedule for vehicles and machinery, material delivery and storage controls, SURFACE ROUGHENING * UTILITY INSTALLATION (WEEK 7 - 12) training and signage, and covered storage areas for waste and supplies. - CHECK DAMS . Z ~__111r. / __71 44, / , , ` f �%~ ,�; * BUILDING INSTALLATION (WEEK 12 - 40) 15. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown soil. OTHER: `�• , ilip, STREET CONSTRUCTION (WEEK 40 - 45) 16. The application rate of fertilizers used to reestablish vegetation must follow manufacturer's POLLUTION PREVENTION LU `��' `\ * FINAL STABILIZATION (WEEK 42 - 50) recommendations to minimize nutrient releases to surface waters. Exercise caution when using PROPER SIGNAGE X �_ x x x x X �• tor / i time release fertilizers within anywaterwayriparian zone. H T ` P AZ WASTE MGM X X X X X x 2 #4P 114W l P ` � t_,,_. 17. If a stormwater treatment system (for example, electro-coagulation, flocculation, filtration, etc.) SPILL KIT ONSITE X I_ X X X X X oimp 4 / TOTAL SITE AREA = 3.48 ACRES for sediment or other pollutant removal is employed, submit an operation and maintenance pian CONCRETE WASHOUT AREA X X X X X X ♦ ,tr;•� A00 (including system schematic, location of system, location of inlet, location of discharge, discharge OTHER: 11.11.1 4IP ' '� • - TOTAL DISTURBED AREA = 2.81 ACRES dispersion device design, and a sampling plan and frequency) before operating the treatment ��4, „o �` A '� P 9 , P 9 9 Y) P g Ae Ilk% ��ti � �^ system. Obtain plan approval before operating the treatment system. Operate and maintain the1 Ce s,�. treatment system according to manufacturer's specifications. �` SITE SOIL CLASSIFICATION: �► PR JE T A4REA ` 43 FROM THE GEOTECHNICAL REPORT PREPARED BY GEODESIGN INC. DATED MARCH 18. At the end of each workday soil stockpiles must be stabilized or covered, or other BMPs must be Q �� ' tik <1\\ P 6, 2015: SOILS AT THE SITE CONSIST OF UNDOCUMENTED FILL OVERLYING implemented to prevent discharges to surface waters or conveyance systems leading to surface . • -ivy * qv- „ \ NATIVE SILT AND CLAY WITH VARIABLE AMOUNTS OF SAND AND LAYERS OF SAND waters. ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. a19. Construction activities must avoid or minimize excavation and creation of bare ground during wet4 �y� AND SILTY SAND TO THE MAXIMUM DEPTH EXPLORED. weather October 01 - May 31. SO' 20. Sediment fence: remove tra ed sediment before it reaches one third of the above round fenceppg RATIONALE STATEMENT+ 4 4) + ' THESE SOILS HAVE A LOW SUSCEPTIBILITY TO EROSION. EROSION CONTROL height and before fence removal. 4 S 99 A �� MEASURES WILL BE INSTALLED BEFORE CONSTRUCTION BEGINS. 21. Other sediment barriers (such as biobags): remove sediment before it reaches two inches depth A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's .� Caaovetch groundasi : height.lanand beforereteBMP removal. GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. \\*IA VA , 22. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins G��G RECEIVING WATER BODIES:ill :-----\\-: and sediment traps: remove trapped sediments before design capacity has been reduced by fifty SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT CO QP / percent and at completion of project. EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON y1 __ 23- Within 24 hours, significant sediment that has left the construction site, must be remediated. SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO S , Ari,r 10 / . STORMWATER RUNOFF IS ROUTED TO FANNO CREEK. Investigate the cause of the sediment release and implement steps to prevent a recurrence of the THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO t e discharge within the same 24 hours. Any in-stream clean up of sediment shall be performed REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. ♦ .� Qf according to the Oregon Division of State Lands required timeframe. 1 (4 ! ♦# m PERMITTEE'S SITE INSPECTOR: 24. The intentional washing of sediment into storm sewers or drainage ways must not occur. INITIAL C ��4114 ,� �,'`� COMPANY/AGENCY: JOHN RESIDENTIAL CONSTRUCTION GROUP, LLC Vacuuming or dry sweeping and material pickup must be used to cleanup released sediments. 4* 25. Provide permanent erosion control measures on all exposed areas. Do not remove temporary ' PHONE: 5 KANTO_-9063 p p ry digit 11. 44. 3I E-MAIL: 03-79�{�JOHNRCG.COM sediment control practices until permanent vegetation or other cover of exposed areas is J 2 ,_ I established. However, do remove all temporary erosion control measures as exposed areas become ? * -41111111.r. • It * 40111101 e DESCRIPTION OF EXPERIENCE: 20+ YEARS MANAGING EROSION stabilized, unless doing so conflicts with local requirements. Properly dispose of construction a -' Q 110010 ill � ♦ ' -.. L_____ E CONTROL MEASURES. materials and waste, including sediment retained by temporary BMPs. w Z M� * . '. 126. If vegetative seed mixes are specified, seeding must take place no later that September 1; the r/tio% 400, type and percentages of seed in the mix must be identified on the plans. I- IX i r_,-, ' T 27. All pumping of sediment laden water shall be discharged over an undisturbed, preferably vegetated m - p Z and throw h a sediment control BMP i.e. filter ba . Q' 06 H-- area, 28. All exposed soils must be covered during the wet weather period, October 01 - May 31.Io = SHEET INDEX a < � INSPECTION FREQUENCY: z Q SITE CONDITION MINIMUM FREQUENCY CO v d VICINITY MAP NOT TO SCALE EROSION AND SEDIMENT CONTROL PLANS REVISIONS Iii 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF PROJECT LOCATION0 PROPERTY DESCRIPTION: FROM SNOWMELT, IS OCCURRING. EC1 ESC - COVER SHEET BURNHAM AND ASH APARTMENTS TAX LOTS 2800, 2900, 3000 TOTALING 3.48 ACRES ______ EC2 ESC - CLEARING AND DEMOLITION SW ASH AVE ® SW BURNHAM ST. LOCATED IN THE NORTHEAST 1/4 OF SECTION 02, TOWNSHIP 2 SOUTH, 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL cc TIGARD, OR 97223 RANGE 1 WEST, WILLAMLIIE MERIDIAN, MULTNOHMAH COUNTY, OREGON IN ANTICIPATION OF SITE INACCESSIBILITY. MEASURES ARE IN WORKING ORDER. ANY NECESSARY EC3 ESC - GRADING AND UTILITY • 0 WASHINGTON COUNTY, OREGON MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO EC4 ESC - DETAILS z LATITUDE = N45-25-39, LONGITUDE = W122-46-13 LEAVING THE SITE. 0 3. INACTIVE PERIODS GREATER THAN SEVEN ONCE EVERY TWO (2) WEEKS. w (7) CONSECUTIVE CALENDAR DAYS. CHECKED BY: 0 g ATTENTION EXCAVATORS: 4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A ISSUE DATE: 08.17.2015 OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR PROJECT NO.: 1503004 ° ------------------SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE DOWNSTREAM LOCATION. CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU -J MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. * HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO ESC - F- m DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. I- a. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REQUIREMENTS. COVER * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. SHEET co e\i * RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, to OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR CO FD. DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. EC ICL M M • I I 6 it 1E E 0 x' - -- - �___ -�__ SAV�_ _ Q O .- . t 5 E R A •L r� r.�y,__.�• } '�• \ -1 - - ."--:AW- � _ -._. ..:We _-r -_ ,., --_ __.. ,,.AS---- .._.._,.-..-......._....__-__-_ _- ....__vAS••-- _.--._ - I, - _C ',. N � � � ,'._•/ .._.._ _.:'-r� w.dF - - -_ __'_SAN-_ _ _-_ :> - _.- `.�J=._ - __-� .-._.. -- __ _-. _.__. L.... aa,v 4 5AN- 3 ._ SAN ---- -^ -- SAA `_-"'T.. �, ..��,. - -_'.-" -_ _-`._ 1 - f __ .. ...._ gAY • -t SAN.-__ _._g;�t.- ._.... -.AN- -..- -_.. SAN ._...._'t_..._ SAS!--- ---- aA£+- Al 1 1 l \ GA5 'A ------/=.---_ to t rO.- - -'-- --_�- - _ Sc ra* -- -- TM -_ - -Sm - -STq -__ + _ 2 St , 4., , /, i \ C.T , ` ! , -- -- * ! - , _ --,pA}- -4-- -4-- --- --"WA - -'-"T __,�` 1 /\ - . J Vr-Vy 11 ° !/ I /' ' /' L,J / \ ` I - S.k- r' I J - _ i AKA:- i ! % CO- • /,'f//�,, •/ , %r ( -., �� \ ( �/ J - limill - - ---,-----f-.„,',., - -__ , I--L-- lig+ -- '- — --o++w_ \ war�'� yCl 7 e ARCHITECTURE >' ------ _--- --_.. _�__ -, __ lf /__.._+JHW __- 6Fiw___ .___. _._.1 ____-✓H'W•-- -- - �HW- - - /�--� ' .1 __- ~s. `- ..._----- � .. 4;01111 ..------ - ;:._' - I - - - \ y: r • CD I' ' --*r-- URBAN DESIGN + PLANNING 5 I // I /I()f( /'. ,' `7�. ' j / !!/ iI ,`c ,.�' t ' '_ ".�'a_• ` ..M s;f '.} rD ;tel .``- {i 'a , �► - L. •,...._,••-----1 ,-.7,---17--.-..,1/• .L ! t c' 1----,-,---11--;"------ -------.... • �� / :_ �1 i - "'vt 1 rC I ( / ;/ j �/1'I� t , • i. ► i T!l ► tom. C�27 n v "� rY t 4 � ~= ED i I i ......_ „ _ C 4 ye. / I / }}�/ _ - ,'( ,', „/ t `jit''+�,'r{(,(�( - . '�j;J,` ►�• P , i r. 1• �• i • ow ' t v __ _s_t__.�,�7,�- )-t - - _ ` ASH ry1 1 INTERIOR DESIGN / i/i.frl,/ / ,, /t: 1 �,'' '!i 'j 1 �L� *tow- iiir ; '�� •wr \ r - •O / /' / i ,. t > f / j / 1 /'; �,/�\` t s vex a t \ i.,.oma / J/// /-`..� , / `�.,1 ,- f/i I``i -\ I I I I I t 1 • / its �A � �/• {` ti _�: aiiiiiihs. ,- \ � . ; 1 EXIST. WETLAND / /r/ r Y/ ( l !I t �� %`e�'"�'� �C' ® Q t ' i ~ . `T�_ ? \-! � .s. i NNfr �, �//I'/ 1 . WATER QUALITY FACILITY r?�i� ji!/ / I I j \ (Mr d/ I►:�,.•��:., - (I , �- " to �L ( �t PORTLAND OREGON 97209 N I • 1 r / / /` , �' / / / , I • Al' • •�� '••v*Z. r r _t --1-•• • . o . �+° i� .' l I g t� !� ,' / / ii r j'1 ��Ji/ J i 1 �F O ' _ r� . ( \ ' I f f� �., 1 ;ii' -- t P: 503.445.7372 y' // , / r It/' �S' P. j I �fr' I' > I. f,� PI. :,..-4.,/ V „ �1 ( 1. av ane Ili' I F: 503.445.7395 (gyp r \�� / j /i ,' ” '� if`t'! , r ii' i !:irr r, i4� �� 'Y' ! .f�.+ '-. \;r!/ \ . ? I / I \ I IrirI !9i�; I ` �• ' iSERAPDX.COM n I I / ,- /'I"ll jif l ! /7 I /` ♦'� 0 9`,� i \ \ t, p4gq'' •r..J �/k t.: • fr" � jI /� / '� It! / I • 1 // ' ? \ it . :w" .: \ vN r`I _^ -- _- -' � / <� 4--0.... ^ ►, / -.___743 !t , � Jr ( ` ' _., . 4 '',t;•~ ' I \f -- '� • 1 .rt !'' -i .! \ -�,_�/► ./.t''''',>:, j 15 cl) ,f i , ;i i �� ItJti /i?J lilt i ft( 1t , \ �` ( ! 4s 4;Dc ,�\`.� �� t � I N. ,,,,, \N., 0/��Cs -o i, ,' 11111/1 f t i ) �., I �► l i/ ► ! ..., • :. /, d- ,r \ Gj. I N E / :' I ,' .` - - �1I !► VEG. CORRIDOR t! ir- /• fyid > k I ' l �/ 1 \ �i` w 70,863 �' rI /,��\ /,r. ��il�`� it dt ?' ,/ /r r(!' .� / I ,'i' ► iffliPP:p " - ', '- r / -_- l'i ij' - - G /, --• ` J I 1,f / / i /, fi. o . ° ,-i i, :,_.--/ ; /! / __.(__ 41 71' -- --1 \--• --- ,�2/-100 YEAR FLOOD , f •• •• •• ' ' 1.,' „TA,/ , . _ ______________4 ,'(' I • .� r V' l r , t/ 0 / t •• / 0 , , 4 ; • „ ,,. ,. , t/f��__ --;f' �-�' -� '\ ! ! I/� X1'evil ��-/ r , t ff n's /„. .. . ... .. r - \ 'i' •�_ n I i �gMIN R.l'''‘) 10 i ii >i /,-” ES: 2 31 m ,-N.,,./ fit i• - ��,c \ _ —�._ - %iJ� r /clip", //,,./ ; r a _ f/ �► ► ii ,t� � , �` / / . y� 11 t._ P, / 1c Nr III i ---� ,,___- -_-__,,--„...--f---_----,---_,--/ - ..i/7/7/11 / �� l{` i •zT :.____---- 400 , / /- m -_' ' -(\\,Y1 r !j ---/---'' 1W?"`•'''�,42/--,b,-5.-- --_,----„,--------;,------_- .- .- -`"-- - =-rte��^ ,lt ;' / /I. / // / / J Ai '7 Aif , / I` ll 1---: o \��^i�1{''f PROP f TY LINE �� '-'1f - �::�_-=_— �� _- / ? 1. 1 I Harper z_______ _______—, --..-..... . ! - i Irrpr • V , 1-11' ' ' Houf Peterson - V * , / / A . ,ex4,1 \ `t I _ -- - ♦ -' ' i' �: ♦: 1 / w Righellis Inc. U / V \ ( f//-Y' .....-_.- -•"' .� . / , ,,.. .r .� / /' ► ,, _ - _ .....___.-t N G t N E C R S•P t A N N L_R S _^._. ° I/ 1' I ( , " / /// / /' I `;', `f UNba'CAPE ARCHITECTS. SURVEYORS � ,,, • 0 , / . ViRirv' lif /11,1/ ��- �,� � 4 ..E' f ' i 1 0 /7- r : w -7 \ . 45 .140,A 7 .. .4 '5, I I — / 11 1'6''',/ "' ij/-1 I r- ..-. 0 *sal Fr/ .A.r.rim p pm pp P,. 1 pr 1. 0. 0 / / . Ag.: .,_.,,...,..16,,,r, A 2... 4t, r. All I I I FA I I I I FA Wi rl .W.A1 .4 . • , t ----N / .., o ' ro4P, v 41 0-, ; , , , -__, , , „,, © , , „,t,,, ,,,, , , ,/ / / 0 ,Er --._ - ..;: ....r/ / - ro•PrrIA0110/1/ 1 $k ..11 4 '0 i - , i , /1.--1 --\ +7' ill /i . / .,/ - 440*',.. ‘;':// / I 4 \ ‘' / / / ir —77.,, .jj _,,‘ -' 4,; , A $ . rvik Nig 0: .1 :: , . e , ,... , . ..„,,,,../. ...... ...... ,.. ,, ! ...., , , __ ..... , .. , ,, ,„, i , , , , , , 7/ -. /(-•..' 0 - i N iii i 44.:,4104,' ..... ,,f: °A.,, gsr_t--__,Nio „i,l . /- ' . , , , • ,_ / , ..,...„ _ _ zofrts „..., . ,ip _ qlr IgIr , r i e / /./ I / ,' / ....-- / ' 4r 4'' afak Vas VI., A6'V I*0 q . - 1 I ii / / // ' i •' 7r- / ''' / " IF g Amir,..:. 4K,4) :,1 1 1 / d.T.iiisidittkiti„„to ,,,,i \ (It) I, ' ' 1 1 S xi / // 1//;1 EA / / . ,.,4..±.._,/..,-,zip, .,.. .4 ..• ,4), I I 1 Cli) • ,„, !, , , , , , . / , • ,L, ., ry,..s... 1 • ' -..- . , ' 0 i o ♦ ♦♦ ♦ o ., , . , t, , , 1 , ,. , / ' !, ��♦ ♦ Ilio ♦♦� �♦♦ , ;�;�y,.• ♦♦� o,ttiri i IIiii �� ► ♦ ♦♦ ♦� ♦♦ ♦ ♦ ♦ %� \''ti'}xf"Y. ;� etif ._ / - :'' it II �• ! -"7111 ,......1.11r / _---/•-•>y,' :2, Eadiaprop—r --- .4' :, :dig ....____ H s f k. - /t ( / / ONW • �i'/ tl Gid l--/ 7--7-/-. -- ----- --- --A/1--- - a � . .' ____,___ , ___ ____/__ / / / / // /4 ,, _. 4 / `-•' ..__,,,Yom.„r...,:,•. Ce -\ - - - - .. • , - r; EL rt, 0 ; i % i to i.0t CONSTRUCTION NOTES PRE-CONSTRUCTION. CLEARING, AND DEMOLITION NOTES: 0 1 INSTALL AREA DRAIN INLET PROTECTION PER DETAIL ON SHEET EC4. I O INSTALL ORANGE SEDIMENT CONTROL FENCE PER DETAIL ON SHEET EC4. 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL (0 03 INSTALL GRAVEL CONTRUCTION ENTRANCE. INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. © EXISTING OUTFALL TO BE ABANDONED AND CAPPED AT PROPERTY LINE. 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF O 7 EXISTING STORM OUTFALL TO REMAIN. MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED MATERIALS. (4 C.) CONSTRUCTION STAGING AND STOCKPILE AREA ON EXISTING ASPHALT. CD INSTALL TREE PROTECTION FENCE PER THE LANDSCAPE PLAN AND RECOMMENDATION OF 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN THE ARBORIST. PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN H 2 LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE U PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. Q J �_ � Q 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND /A/ Z ILEGEND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED Z I- Ca Qa. Ca EXISTING GROUND CONTOUR MAJOR / MINOR AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. w � 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING Z Q 0 TREE PROTECTION FENCE O O O O O SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: m 0 i 0- (WITH OUTLET PROTECTION), CHECK DAMS. SURFACE ROUGHENING, AND BANK H Q 1 WETLAND BOUNDARY - SLOPE DRAINS (W ) Q Q STABILIZATION. CO U U) I z UTILITY DEMOLITION REVISIONS Lii ORANGE SEDIMENT CONTROL FENCE * NOTE: PRE-DEVELOPED RUN-OFF SHEET FLOWS EASTERLY INTO ON-SITE DRAINAGE 1- AND NORTHERLY ONTO ADJACENT PROPERTIES. U w VEGETATIVE CORRIDOR - — — — — - ry THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY WEATHER" 0 100 YEAR FLOOD LINE -- - - CONSTRUCTION. "WET WEATHER" CONSTRUCTION MEASURES NEED TO BE a �FY ` APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. z INLET PROTECTION A;, 1 • ' /CZ o FLOW ARROW W ; CHECKED BY: ISSUE DATE: 08.21.2015 TREE REMOVAL X 1 PROJECT NO.:- _ 1503004 / AC/GRAVEL REMOVAL 1////////' / J PROJECT NORTH TRUE NORTH AP ESC - 1¢- a CONSTRUCTION ENTRANCEAV ��AW AW�� 0 15 30 60 CLEARING AND ~ - BUILDING REMOVAL ♦♦♦ ♦♦♦♦ ♦y DEMOLITI co N E C2 LI- r M co �"-� , r w! 1 .___. i .-.__..__...__.»_._ 1 P T D i_____ _ __ ________ _____. ___,,,,,,,z __,...,, __DEVELOPED DISCHARGE / ...... _,`-- - _ --._ - _. _.. ! P I - 4 - - VVEX/STING STORM SYSTEM. ..._ E , L= 111 1 1 __, _ ...... _. ii ! •C --/>!. fr 8/4(: ""y----;-4'. .1 f-`SANM..,e'..._-SAN `_, SAN----• • _ SAN -=-•-_-.- _S Q_ "-_ _ ___._. SANS_ -SAN--�f __ --_ �_ G4S- - _ - 6A __ ___ AN - N 5 E R AN / // / i .j! r , -. �- __ i - IIIMMIMNIIIIP' SAN - `AN S - _ _. $t'e' ! , sp E / / /' ~~ , _._ _ .lc=-_. ....ate �`f� � ��cscv��? - A, � /.. - __ i � / I-_; � • \ , „77--.._,_-_ _� -~ f---SIM ._.._ . „-„ 'm_.,. •-�" .. - ,--7--_' 1 __._ ---- ---- -' r _�f�-�-s x`AT�li , -- __ -S"iA- _.'_ ,'^:y7>d,.--w.._._ _-.. ---STAE _.. .� --_. _-gT1d- t IC }} l! /! j )/ ` ` �, �- STk \./ �-- '- ---- .- .._. `._. --- _4�' w_� Vrl.; - 'NAT _i -•"""'•.. 1/0 / /!(, JI ,, / jLi+� t / �i { 7.4444.4."74' r,� i I - '`WAT- / ✓l II/I ,' , \ ` % C-14 ,.._> . . -- __t I-µ44..,_-:_.:‘:_:":"___-_-_-___-_---.7:-� - ' r _.;'4__ _--- off --_.. _- --._. -_- oHw-- 1 �, I / II ) \ ) \ y;,:, -- ' =/ s - " - li a -. - oasw'--- -.--//44, -- eHw--- Y. _,,.. _-- --_ __ ._. .- _,_. _.., U., T- ._a ,- ',;or - � �,i � _._� - _ - . _-- r - I PROPERTY LINE ``�A' `�-'-,. ! '' t�/�, ! ,/ 1, Jr \ jf}/% ` ,,.� �..��., ��c ww,��►�.r ��,..�:��,��..��.�.' "..��... $r* - ICD / fh ! eJ ! ll / /I , f:,. yr' O �� i, �/` � �► <➢ id �� ` _i • „� �`/�/ nq - Ii- ! # Nil \ :.: sf `� I0 � URBAN DESIGN + PLANNING ! / ' %'. ►` w o +I 'k'. . ----4'__ sp, \ /, r � _ . - '.q 1��.� � Yl !� A 1�8?rai <°�'`� J by '' IPP; / �`. j a �' --,_ �1 / � � 1 6 .• �• ' ':; �- � •• L � ��,.. �.. \; f INTERIOR DESIGN a ! J// ,r ,/ fr �L �rf�lr `l/1}'\ (�fl � 4 r ` � '� � - s.'^ - \ ::: .j;u / ` /./ t /' /'' !/ if ,'' fl/;/'► Arit1,j/ f ROPERTY LINE , •�t �h ��'i / ;•` s ��;;• < ��\t �/ r/ f ik EXIST. WETLAND 1/1,1 ,, ' / I f IIII'� i hI 1�Ii�' I• �'/;i immil / r o .. t i ( PORTLAND OREGON 97209 o "/ , , , / / / //it 1 € 1 ` ^ 1 el l► �� f� , // 11 _. t r -�.. +S)/ / ', ,-- ( / �% •. } P: 503.445.7372 f/ nniest.Mall ilit F: 503.445.7395 1 11+ ( !f- ,' , -• J Vii l�/I �` 1 )////, i , l 's' j sERAPDx.coM " T'>" !i .�. ~- - _ �,� Irl,/ , ../ , /� (' :. G �a - 1 ,/ w kill ' it t ! 1/11 1 \1}J. /I M ,� '•. ,a o 1 /'' // �� ' _ __III!: VEG. CORRIDOR /,;f/ I i l 1 ' # �D PROF `a I !! / ;� f _ I? 11 r ltt/ I rill i i AJ1:11: (i' / ) ` (7/0 i / //' I r !'f`� 'l1ij i ! `1: I I ^ .iV 1 �f, i �v-,', / j �Gy 1 NqE� 2 - • /! ,/ �' \ -j !ice ,� _,�, ,,, ,,,t `I ,. �� ,f/ ,i I / 1 j / III 'r ►.�1..r �� Y r A. ..Iv �G 4V 10,863 '. Its . A jili I -. t �- = J ,'r!` I rt f ,f - --- - - - t BLDG. `1 �>! ,,..:7 _ -__-__� .,' • __ -.. _- - ` )1 1 ; : : ' <=� � `, ` I ,r / :.--' ,... _..._ 7:- -`-�_----- = _"•_r. . __....�.�-=� �� / /J t '7 r / 1f f I1 ■l f Ili! __,�_s.._�- ___-�_OP-�-77: �. . �� - /JUtEGOti ,' //�---- - - \ r /J� /t, ,"'' I I iv 1 i Ill h __ { I. I L< 200! /,/, .fir r 1j t�� 1 t I 1; ► i • 1, , ,$t r , :�, :i / _ m ,` 2.10X I 1 _._ I ) \ i i ti � /-f r /�(+ _ �- ,' ,. __ - . ' -- ,Ji,i ,/i �o I I` ' 'ir jii1J �1 '~; �� / { . r.'� . ii `fqM�N R.P� E lI ;C:4-; _ I f ) / ; cr / .eII 11 N / -L - `..-100 YEAR FLOOD _;--'`• _. - -= " - % ,.-tiri0 f , J } -,� 1~"< ? � _ -----7---------. / ger_ /'" ,,r I / / 3 t EXPIRES: 12/31/ /C I` \�`�• 'i - /=PROPERTY LINE _ `� = _ =-'__- = te-- " "i ,`- 1. I - - I / / tI IIP 0 1 I I i 111 A a - -I-- -,\, \ 0 ,/,..- _�4,,, 140 ._�- - �_ - , r , t7 t7- ' i ' lid I-- fid` _. .` _ /, 1 ,_ ------ -- - i . Harper cn /� r . ®r � -~: == �i . -�� 1`� _ _ 1 1 ` a1 ' �►-j 1IE . ' • HoufPeterson 'I..: _3 1 1 ; 1 / - A / / ill +I I i 1' I Righellis Inc. `2 1 140/// f / + j '', _- ❑� / '' • /�I�'�� I i f k�` I' __........._._-.., ........._-___._._-.. ........__.__.. .............-_-.-_-._. __,.- ..� t S E N G i N E E N S P i.A N N E k 5 CD 4Q ( , /... - / t _ _ /,, O ��, �- I` LANDSCAPE ARCHITECTS•3ilRti EYDRB r cs 4� I i L I Ll i G, '/I i if I ,... r• ' . ', - ' ', -.!-. ' „, 1 - 0 i , ii ♦ A , „,,„ h'�; Si AA 1 . t A, 1 1 r 1 /14 l 1 ' , ,„,,,,_ , „„_,p- 0 1 ' ' LI -F a,, • • to I ,a, ' , 7 f I V, II x,.i -_..�. -. ...._ . �., „z Fz,? :'Rte` `" / �'�� _ I .•x ry // Rhe!•.+: wM•MIM u1UYili .1 _ r.JMYM :. :T" ', ____.' -, - d •, ._..._ -.:_._ -,..._ .yee,•vuwrar..,.:. .. ,,,,.:.:,..2,____ __:: _.,...,„. 1"7"..!!",--= "i""4." _ ._-_..•::.. _ __ _._. ._ '.rrir '- .; +ir-_ _....-. llk E - .. � f t I - x▪ s �,�_: r. �,,,. �.,,, �;. � . � if , � flii � � �N < '' F . EuS ON A� �;RB Oi c N?t G, r Y r.0% l ;_114 4;' (� J.. ',Ai -- -- G l Imo; I ill 1 ; �� f. alill ' i ALX rl ICf) 1 i ','4': 1 .46§- SS: ,, I ,, ,,. ,,, . ,. '44 , ( a z_ p `. IIII"sC. syr •.,� ,✓ ,,, , . ,:I I� 1 9 O EMI al , ....„ , ), ..... \,,. , 7 I ; / - ., „. i - , 1 �. 4?\ I ! ) / t _. _,,,, .N.,,,, dr ,-__ i - R �� I , ,ii I i, U11 _V � 1 ` r I 1 ,! ,'; I /� .., h O ...,..t. .. ...:....aw��_.....,_.:' -.-'.:3tlYMM�.:�.�YMMMC'.+ TCs� :-,.::saeP,NG-;... .w. .« ...='a1N ':. ._.:_.- ;::aFe[A=._. .u. ......... «. . :'.:w,M.'...-�.,;..+awr+ '1 �JJJ , , 1i ,P1 2 .r• :o' IP , , /... :,,1•-l� i' /.flat. .r: 4 f f^ .T.... J� ,`- f11 1' , ...., A ,, ... . , .,„„ .... , ii, II , , - 1 L- - -- - i I ; e .,., , f . , ate, ; . �:�aseer�,. �wVaUPOPMNI! ,„ fes;mik ,! 1 '.�� ►>Cee,+., soreio as_ .. a.,,e,�.,w..:�r,..a,..+ -�,,... ..,.. u..,.,.�.....hA,.rrn!, ,r.a�+�-�.:�.,w..w„+1►.�...�,,.rf+„wr,wi- ��,-,.'. a • I .,,,,, -,, , Li IX )� PROPERTY LINE 1 - .--.77.77 _._ i / ` 1 it ail 0 0 QTYP 0 , i , • CONSTRUCTION NOTES GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES. LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. O INSTALL AREA DRAIN INLET PROTECTION PER DETAIL ON SHEET EC4. 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE PICKED UP AND DISPOSED IN THE TRASH. O INSTALL ORANGE SEDIMENT CONTROL FENCE PER DETAIL ON SHEET EC4. AUTHORIZED: (in A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. O3 INSTALL GRAVEL CONTRUCTION ENTRANCE. B. DWARF GRASS MIX (MIN. 100 LB./AC.) Cps • INSTALL CONCRETE TRUCK WASHOUT BASIN PER DETAIL ON SHEET EC4. 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. Q 2. CREEPING RED FESCUE (20% BY WEIGHT) Cs INSTALL INLET PROTECTION AT ALL PLANTER INLETS. C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT 03 O CONSTRUCTION STAGING AND STOCKPILE AREA ON EXISTING ASPHALT. 1. ANNUAL RYEGRASS (40% BY WEIGHT) INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 2. TURF-TYPE FESCUE (60% BY WEIGHT) Os INSTALL TREE PROTECTION FENCE PER THE LANDSCAPE PLAN AND RECOMMENDATION OF2 THE ARBORIST. 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE EROSION AND SED1 MEN T CONTROL BMP IMPLEMENTATION: USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. Q 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH in 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL GRAVEL in Z LEGEND APPROVED MIX AND APPLICATION RATE. CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN Z fx Z iL4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. m FINISHED GRADE CONTOUR MAJOR 150 CHIPS, OR OTHER APPROVED MEASURES. 2. MAINTAIN EXISTING PAVEMENT IN STOCKPILE / STAGING AREA UNTIL PARKING LOT CeU..I FINISHED GRADE CONTOUR MINOR 151 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, CONSTRUCTION. Z Q O STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THEm 0 i c .3. ALL SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING) vn SHALL BE INSTALLED Q TREE PROTECTION FENCE 0 0 0 0 0 IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. Q 0 STOCKPILE. d 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL 0 I- WETLAND BOUNDARY - - BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY 4. MAINTAIN TREE PROTECTION FENCING UNTIL FINAL STAGES OF CONSTRUCTION. REVISIONS 1J REQUIRE ADDITIONAL EROSION CONTROL MEASURES. ORANGE SEDIMENT CONTROL FENCE 5. LONG TERM SLOPE STABILIZATION MEASURES SHALL BE IN PLACE OVER ALL EXPOSED w j 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY SOILS BY OCTOBER 1. ~ VEGETATIVE CORRIDOR - - - -- - - OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. = 6. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE o _ _ _ 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. 100 YEAR FLOOD LINE BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING AND VACUUMING MAY BE BE REQUIRED Z PROJECT. ADDITIONAL MEASURES INCLUDING, 7. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. Z CONCRETE WASH AREA �\ TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT 0 9.0 INLET PROTECTION -Ut ,' ' INLET TIVE INLETS TO PROTECTION MEASORM URES ARERSYSTEMS SHALL TO BE REGULARLYE ED THROUGH AND MAINTAINED USE OF AS NEEDED. EROSION INLET PROTECTION MEASURES. ALL EROSION CONTROL SEED MIX CHECKED BY: ,i1 w 50% PERENNIAL RYEGRASS ISSUE DATE: 08.21.2015 FLOW ARROW 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF �� PROJECT NO.: 1503004 ) ------m-- / SEDIMENT AND SEDIMENT-LADEN WATER. 357; ANNUAL RYEGRASS NEW IMPERVIOUS SURFACE �' F x r� i 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT 15% CREEPING RED FESCUE 2 0 40 40 • CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY PROJECT NORTH TRUE NORTH ESC - GRADING CONSTRUCTION ENTRANCE )•o�^o*�+0�z+0�^01��0- DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE �' 0 15 30 60 AND UTILITY m N D to u) E, N u C= E C3 A M NOTE: a ORANGE SEDIMENT FENCE TO DELINEATE LIMITS OF DISTURBANCE. la 1E 0 a 9) -- -- 5 E R A To 0) R oANGLE FILTER FABRIC 4 .COp 13 • Sp. FENCE TO ASSURE SOIL IS TRAPPED >, 5'1'0) _ •0. a -a ' ''p • 1 ARCHITECTURE AQQ p . . 'o : b . o D 1 & • ° o o'., • URBAN DESIGN + PLANNING • e.a>:.' .Q > •. 4 o Q a:.o. INTERIOR DESIGN a ■ MIMIMI ■ PORTLAND OREGON 97209 E • •p_a•.e.•'- P •°.• A .♦ 0 v 1 ' :A. . a RADIUS = 25' MIN. a :o °' a;�• INTERLOCKED •C ' v•.D' o:0•' c ' n n _ P: 503.445.7372 0 >:o'.. .,• .a 5 2 x 2 POSTS \/ c0a CLEAN PIT RUN OR 3"— 6" CLEAN ROCK QUO Of �G��S AND ATTACH A +� F: 503.445.7395 �p �c�51 NTS INIMUM 12" OVERLAP SERAPDX.COM T SUBGRADE REINFORCEMENT \.-/,..* OF SEAMS. Z GEOTEXTILE, AS REQUIRED p� 8" MIN. USE STITCHED LOOPS o DEPTH 3' minimum OVER 2"x 2" POSTS NOTES: I ��ED Pfl�F�ss *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL from toe slope. aN �5 GINE �� I I 1• BURY BOTTOM OF FILTER FABRIC 6" • cc,G w 70,663 �� VERTICALLY BELOW FINISHED GRADE. '� "• ' c GRAVEL CONSTRUCTION " " °; -�� a. a0i 2. 2 x 2 RR, PINE OR STEEL " ,/' ` 0 ENTRANCE CURB RAMP �1 FENCE POSTS. 'OREGON • u" d PAVEMENT #� 3. POSTS TO BE INSTALLED ON , - -- �tiv �• 11 , ��.c A I� 4v UPHILL SIDE OF SLOPE. - '4144/N R.Pb' a a 4 .,�, r.f-t'.••f �� N"PAC `` ti r`. � 1, yt • E ii a 4. COMPACT BOTH SIDES OF FILTER FABRIC I, EXPIRES: 12 31 er y.•�v is'/ih.�r's 7 r. N,t;1 .•Gly:. \` .. e %// /// /�///�///�/ / / / ..:'::: :1. ..�' • .,: ,- .1.^;,•,...-^ ,.�..._.,:�;••.�n, t•. �� ! TRENCH. _ — ,... 5. PANELS MUST BE PLACED "A. ,7 • • t , .c . AA,4A:\.w . ......;:.-▪ .. . ... .. - .:k o •.s .t • *PACCORDING TO SPACING ON • D o DETAIL N0.940 �■-..�i�- ■.i ,■ ilmo � ' :'� D.. . —11, o e u u n III 11 _�-�- -�`�- -_ Harper '( ' t NTS . `n NOTES: ' HP Houf Peterson ami 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF r:•��+•+ +••• i+�• ��i � BARRIER REQUIRED 0 TOE OF SLOPE. R1g11e111S Inc. t' SEDIMENT ONTO PUBLIC RIGHT—OF—WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN y':::•:':4.:.:•:':'••3:•:':':.':°':':':'�::•:': a m . 1E 2 a O SERA '17E w 0 t a ARCHITECTURE CIS o URBAN DESIGN + PLANNING c •,0 INTERIOR DESIGN 18 a m 17 CD N PORTLAND OREGON 97209 •N O P: 503.445.7372 .c F: 503.445.7395 c SERAPDX.COM c 0 ,�‹e\D PROP , acc,` `t'�70,863 4'w a) -"`1 . . - .-r - ABANDON EXISTING a !„ • - -- cn _._ ..____.-_�... __ I !il` REGON� - --___-_- _. _. _` TELECOMMUNICATIONS AT co o _c __.� ?�--~-�\-__ ==�- s,�_ ___ PROPERTY LINE. COORDINATE r J ABANDON EXISTING GAS AT PROPERTY LINE. ! ! �� • t ,2°° ,�� - _ QRDINATEW(TH NWNG �. v5 • r _• , - --_ - :.:WITH PROVIDER TYP,__----_....:�..___ ' ,6;-,:_____040,1 QR ---- .,:,.------- - c - .._._ G___ -- A- _ .—_ __- --"`ShN••-•:E-.___ SANS-=-. - `' ..__...Gp{.i.--_-_.-- 1r1 _ -�C.!.��_- - SA. _Z::, __ •'Ij .._ ....... -.. _-_ - -._.S N- N � MIN �.P 1 ii t { sr, ci, / f.,• \�� "�• " 1_. � t 1 � �� i IAN -•.�._'-_'_C.J -� -S, -SaPt-_ —5+14— ----5. - S•+�N- �' i uq ' �. / I \ ----- --- _ 1 I � :__. -- - ; _-- L_.__ ;_.. A$ANDON EXISTING 5ANIT��7Y AT PROPERTY""CINE } EXP 12 _.. x _ ., _. _. EXPIRES: 31 N ` - \ .x� v-..lTs r a61.ax. �i c ..' _ a,,a ....... _.._.513t._._! / _._ / -' ._-_ _.f_• '- _. _•y -4 '--;.-L--- __. _. ..__.-...-._ - ..=+c: --- _ — t! l fir, -- - ''_ •�..:.,1-t4: ,--' 7"M -_.__ --_ __...S7M--- -_ ____ •- :. -.. l�- _�— - _ _ _- ABANDON.,EXJ _ _ (� f�•.a I ) \ \ - _ srnr -- �stm ` / = - - - _ ._ _ - _ __ I -i; STf G WATER .SEi 'VIDE:- mar _-�.. • (, c , j< 11j. J /r- �: �. \ , I t --- ,-, ; _ COORDINA'TE WITH TIGARD PUBLIC WORKS .,�_ _......__._. ._-_... _.__. . _... �. .._.___ _...__ —. ._..�_. .._._._. _..._.j .�._Oc!K'--- --- --'- C.�W-'-- s - C!:ti --- C•r,,V �_._..... —_i'�'9P� - - --_.._..W..1..—'--.._-_. .._ • i \ , ilt CI , tiH� �l 1 ��,� -. \\. �_._ I— ? _ _,- ;; -- Harper , { rt ;fj'f / / // \ ".r J ` �`- 3 ..J , _^ \ .��„ �- ,. - O- q• /' i f {�-•',�.� -='-;,3' - '�-.�11 �; =-- +._ �`�, t ' `'� ��•�a� , ,7 , / ' // / r _ -_ v o r ;= } =' '.- --- ' J ,+ li•v i —i� Via*�, uI /' r 1 �, _-- - �, � ,_ � .. � �L (. .�; � A _ �... �� . Houf Peterson (� / /Jl� I / / r i f,1 t 'II fJ1 ) t r L,__ r!� <:�- i �1j'�+ ( �� .-}.^ fr l " G 'i fi'.. :i•`' i 7 � � i� ,/ ./, � , G.._ - J �1! ! /t _'.' Cl; �i '��'�lr' ¢ r ��r tY^==�__. T,1 __.....,.__._-- --_ -l ► �! �, "�:� .i;" prrS. ��i''�,._.w�•c .. � � �� ' � ! �F�-�' 16 II' } !I ( t __ -- t !� _� �: = >:. 2 -_ _ �` _. _ • S; !I Righellis Inc. U j - ! -. i ( f�/ !� /' / _ ,j fr/f + ( ! 7 77 r r._" !� fi `...,, •*^ / 7 ' • - L., r \ `'` ENTu!N EE R S, -L A.N_4 r.R S -- ,. I , (I / / / / ( ' J( tt1 / ° ) I , r t \ �. <' _ - 'W'i v`.`.._J' ,v' ' . i \ Y� 2../..•:_,....„'''''''i �'.-�" IAHUSCAPE ARCHITECTS+BURVEt'qRS O ..�: .� !If Il ��/� /' Y'^ r! ' ' i�`'ij� \ Il'� t I jf t // i ' ' �f i r !( N� '..,�1 _._ !^\ \\ - .' �'4N- • J/1/f \ Jul/fit lj�(\ \ j j \ III ___'_ , / 0 , -• ,!' 11 ?•,7 �. _��\ __ s, _ 4r� .�L '� '� r ' ' i' /� !/ ! �1 1l! S ) 1 tf !/i I , y ! 1 J 1'n• ?' !� f:V �f_ :t.+�M_ \ j� # y�. ,' . ,�' \ / 1 ! !' I I / \ 1 �•';•,, iiiiiiii . /41 /// 1 1 if i 1, ' 1 r /•' k S t. i •.. •II ��Ftl ' �r ��.. I II ' ;r .�•+-., I'i C jj,/, !!! \ f l ��.._�t % 1 F �\ _ __ _ :..�^ • •a V ai !i, . Ii / / ,� , • ',\` IIfI�( •'�...T! I f i ! \\ / `. _ \' ` .. 1'� '� j ' i �' 9d� / .. '` ,/ iiiIII ! f 11..� 1 'i� / '• '\�\ , i;II 99; �` f / ,:- , `• \ , • 1 ' W11 ! � . / ' /, / , /' ,_! �i 1 { f!jf v i ;I r l ` 1 ^ r�' •\ .1, re"' J' % _ — _— _ -- jlr• tt�I► i •1 ]/�f , , • • • ! I I i ' >di . } -'. y 1��, l. • I> ___,11_1. / / /,' // �t 1 \88,,,, fI lr a ''' _ t^ .1 I S t j r: :' / J ? � �xr i • CO !♦ r,r ' / \\/ / ,� /I�,Alt \\ �t A�t l k (J J jt l d ll I \ • t s J! �' t . _ . ! r l4• L } ' yl� C I !� !' / '' ./'/ \ / ••..: —` ,,, ,r',l�.� 1/ �� .� � / ..it / ,` _� �1!-•----------•--- f ► f ;/j � N 1 f i-,''� /i l�ItT. tft� _.'(i,'. �� ` : j , � r r,,..'..-� % / .'fr�, �.�'i' ' � //! r / `�! I :.' .-.� � I � ii:•'I? ► i1= 4 -'-' -�_:.�, -- -�;.�z�..a.,.. -" :II/ 7-7. 4 ! (tez_:..,cr..:= . ...-.an.9. ..,...� _ �..._ ��____—�� t' •o. !,J• • '�' 7r / ...- _.._ -'�. ____�'! .._.... - / w "`.��"".._^-_"" l !III (,1 i( � � '>`'!f !t f �r �r t, __ ./ "" "� '�"• ? '"� �r w• • 1IP. I ! J , // r-r '�_.__ _^:..'� __- .-_'".'� "�..._..:`"• r / !// �� ! e7, V tl -•�+ J r t ,/'. ; t . i ��._J i !! N, 1 • `� .,{ ' // ��!-~I �� / r \ f �71I) /f�C f !i �i ( _...,. 1 �"if Fill - _At .♦ 1. t , \ ___ _ .-_ (� iL'rf \-• i�j `r• �i_._.:�j }1::. ) T 11 r' I1fE, I,r := `-. '— — _ _ -' f-f�"l ✓J'///�' --%I / _ _.. _ ._�_.. / , + , i \I / ;; ; �+ f y ; j: ,, '~,' C ;` 1�/l�'r :�'�" "' ` -` ` %'- ,� �` _-. r'.�'/ } \✓'✓ EXISTING IRRIGATION / <� II +, �) I , t Ill ! \\� ( ( tom =— -. �� .. • __ ___ . _ ;r —'' ^- �'"�� : STRUCTURE TO BE REMOVED r I. ; 9( f i h- i , k.,�/ / I r"' ,,r""_..T ..• - c ��'��.s:... ..�.H,°c"'"'__.f, ..+ :.`'..'ar'' _._._.._ -^__._ _ l� I � !""~-, � ' , �f ,!bter"• _ ! 111.111111 1 (. T��l r-• ._.-- ' � ,r CUT AND CAP � r i ;�� / � I /,,/ limil'44 ..*4::444:140141 . .:.,% 11 • _. ! / / // EXISTING STORM AT _.. ..._ r:1 - I a �� . n IX -7.-..... ,s1 i ; ri----- . i / / . 7 ,./ -..., i ' \ V 1 I f / //� PROPERTY LINE, TYP. , - / jj ,, r , �� ..._____-..____ __ � '--.-- --_______----------__--_ _---.._.____._—__..__.____._ __ t. t U ! / / , + • • I , 1 1 �,..,u.....L.,nm,:srawr- r,. ,ra:r r _ r :, j, .r..+�._+w. •.�', ' -t 1 . ,j ; • 11 i / r 1 1- ; /I iCI• • 11111191111111141 , 1 I " / __ • • j / T'' I t� I 'S b • :: I • II I CIO : 4..g. i , _ .., ; , ' ! / • . . ':( • ; . I. ! / / ! /. asap�.. o e 0 r - . �.o 4 ,\ \I:I I !_ i Cla/ r/ ` : • ; II)P,t' RECONNECT EXISTING OFFSITE STORM TO NEW II - t ( I I /. 1 .../ •, h / I I t��• ''\ DEMOLISHING DOWNSTREAM SYSTEM th i / i 2 • ....._„ I . , II if 1 , I • l •,--7 11I, o / / - .. _ oHw — _ _ -ft\ _1 - • o;;w .- —^�Hw _ „yam -_ nNw ___ • Q Q I • ( T I \ la. .i JJ __ — __ __.• • I ; _..r _..� - - / --� CPO.— - —CFO-- -- -... --0,0-- — '---CF0 ---� ___ ChO - CPU, c".„.........,;,,,:.1., ' ?4. m ! l.- { _ _ _ _ --7--c€`O —. ".£�"'.••-- _ _• _____._. ___----- __--z.M.- ''"' __ ,. -�.f; _ - --------- ----_.__.______ Z atS t ./..- h' O �"' -4---;.---:.:-.3._.,-,,... .. . . tee.*-_$.� --12_._._.._.._._-i2.__... e $_._._._._.__ „rxz,,, -1,-.,,. »v,.wm ..Z...- ., _-,.I.`- _,fib 1 r- ,..�..,..,�w....,.... ,www., - ..::..,,:..,.-.u.�..,w,�,�. .,. � .+smce' ; , n as ay�.cr... J W Cl- LI ,,,,,,, -. \ / % COORDINATE TE WITH PGE_.FOR _- _- - _ ; t , Z Q i ) / REMOVAL OR ADJUSTMENT p = H U CO 1- . ,. OCI w ^l 1 Y O TE. REVISIONS ce SEE ARCHITECTURAL PLAN FOR SURFACE REMOVAL. U W 1- 2 U ctQ O Z Z o pii 4 CHECKED BY: § p ISSUE DATE: 08.21.2015 ) }_ PROJECT NO.: 1503004 U I PROJECT NORTH TRUE NORTH - - UTILITY 0 15 30 60 DEMOLITION N PLAN N ' 1'1 M_ M C 1 . 0 - 7- - i: _____. ______ N.,,,_t- ..,-__- --...-.. -,_-2 _,_____ ____, ....., ---,.... li - -- -- CD // i i \\ �_ - - - - I i \ --..,. ---.. '--;,.......,, ...,...,._ dith - I E -- - _ __y,�_y• /.„- ANu-_ _y___ SAf.�\ 100::::. ;.),0.9:0111,AL.:::::___ - - ' a P --- / / [ - �A.'1 \ _ y1_ - -GAS-- - _- CAS- - .-_ GA - SAN-- - -- - N •� / ��/ ^ ` // I ' I - -- _ - la '-1-\ I -SAN-- -- --- SAN-- -r---- : I SAfa- - -- - SAN- -- SAN _-- --s sAN -- --- 5 E R A I / __ -=--,- _ _ / ) --''- / J/ l �^ - -t ,--:- t� �� -�_lA - --- - --'_ - 7 � _wA _ _1 - ..- STM -+-__SpL-.__ -Ste, 571 _ ,1.,E <1 '` , / 1 �/1N '' G` *► 1� srm RTT, -.-_- - WAT ( W�: i �`\ (,,/ / (// \ I 1 ' 1 I ' \;'� ir: - `/ /��////// / / i / / / / ,`\ ' 4� I 1 _ ._:_::...11111:::11)111.1- _ - -\-- - _. 4- j •• - OHW . .'r.ti - `\- 1)./..--.7.2-1,._ rOHW- -/If-r I..-. OHW- - -,6110/ -"- / ---- OH ''- / - -- OHW- 111 '1�-� �� _-i �:�- ,_ • -oHw-- _ -' - _-.- i v - Ir -_ ` I PROPERTY LINE �. -•. r�``� STS` I 1 ,1"i rPa I ; r' /,/ �% / // ) / r 0 _ _.L _> /i x o r' . \ _ l �l/� /_ - - / ' .' // � _ , 111/�1 'r// �,JI /• , / _ / ijib _ / _-t 9 ' Ji ;_ \ t cYqi`�� ARCHITECTURE ro r?(( }/ ,%` i' /;'"� // dl/l'/� tel/jjink ----- --- M r1a i• Ptm..-- ' ,. '.. _ s K GRADI ETAIL,MIII po ,f1 . / /i // ,ll �I -_" _ -_ -- - ___ - S�EE� SSI WAL NG URBAN DESIGN + PLANNING CO " I // / / / / , // / L -„ '.'1 11/1 °� I�''/ 1�1 , I I+ I�i�i�, /EM,-_ 1 b `- t ! �i --� ��l(11J J EETo / ,' ,' ,' // / 11 r /// ( l �=eiI/I 4.11 - ��• '_ � �' ' ` -;-,,,,T,,--.-------r--k.. ` s INTERIOR DESIGN O X;. .,N . /// '/ /, / i l //r/ll /l / ) / ' �`\ ,�' �- (:� -.i 1d �p ;_;.;.1_4? .1 I��1__No, ��f( .Ai:ei` -- •\V _ ! i• � / `�; '� / k` 1/lll'� /llhI /// I ft, I% / \ ,1 '__ 4„ = •' i� '' 17t / / // , / / / , p i' i n r,.� I RTLAND RE N 72C r/� -�Mf-rte -��% / / //� / 1 f 1 \� �� _ I / I "/ �� `I II • �► _. 1 `v'O --i�J /// /� / / / '1/lIr / /�//t 1 S1 /// I. -Iiii-_ ----• " '' • f , /�J . /1 .171141 ,1 /\ -� �/ of • �' `T14 I P: 503.445.7372 C i ! // ) / �- •' I F: 503.445.7395 1 11 �� { - - _�� III;' ( 11'i 4 < //<//( 2.0X ' o o J ■ ■ .I 'F.-- - - 152 BLDG. 2 1.0� i-,..;:.4,__"1--,,,._,:---;.,. /'�� ' SERAPDXCOM Y • 7YP X A li :::: / CONCRETE PAVEMENT >\`° .1 0 /% ` ; / / /i �IIII i 1 I I /// ;<< I ' �� I' to 141 ' ■ ■ i I / I.•2.9 SEE STRUCTU�?AL .\ 6j• p`1' ' __ _ - - - Ir -� -J ., ,�'1/� sew 1 ILII h F 1111 VEG. CORRIDOR •i. 1 Ki r'i ■ ■ t g h' i PROP l ' GQ� �Cp / / /i ,' / ( 1 \ t 111 ` ':..:..; ! f u�I�. ;i%��% I , .; 'Isz = '� % / •�4`" �7 a / , / /� /J I i t I E[t[�']tf::[:.::. a �' / //4/ _ /!__ -- - -: 171 - --/. ,•'. AMEN 'I _ V�/ '� •/ iAY V A�i/ /,i J,A1'iV/_�i��/_ IN= / a 1 N ,' ,' / / 100 YEAR FLOOD f�' '' --- J - I` - ,17:' ; `� .1��i �M_;' �= a 1 I w�' 3 �� / / t \ 1 t--1 �.- /�M■��■■�MMMO�� A G• 1 44 70 86 9 • C I / i \ ` iii, \ 6 $<:>....: \ B G. O lifd- L i - - i IVA ' ,, I 1 I �• /_ �, _ _ _ _ �!. \ % , X52. _- _ _� =; . -�' _ - - - _ _ / � - --z---‘---:--,..-:;.,--,,--- 'f III N I • ' //� --- \ --Jl // l�/ /�r/ I \ _� 6 i 4: •pow a' 1 :� • I o EG I � OREGON 43 0 \ / , /,/ '! X r //,�,� /1 f/; :.fir --` - -3) Al% 5. AAI 1 .:. I f I \11I1 el I �� oo LL �1 ' / ` - / 1 "� S 1( // /�/, //\ '+ �Q� �? �r y -. 1 0 % 2T� \ . t(• • 11,2 .SN / / i ----;.1.---=-2-'4.--z--____--___ _ /y'✓/i /i i /_.._.=X. :. - �, , 1 V 53.6 r/ 1 1 I 1 ■ li u A4N R•It" y/ , `_ _ Y . .:�^" �- / •=/ -- ;�: � � ., I ------ _� • , , EXPIRES: 12/31/ tj` I,� \ \011( PROPERTY LINE -1--1------7±---- . :< I / .. ' I I j'H L J / ` /✓ _ "` � -------------------------------- / - - _. - -- 400' "Q S I ; \� 44 5 - - - _ --_ - j -- - ,J 7 7 •_-___. 1- I , - -� _.y -1 146' xl �� I r�1/ �7 r. - _ 1I •uinr,w f I i , 1 j // , // - - / - _� R4eig •I / ♦/l r in iv moi.'''',Gi,. .T[:.r {I , 1/ I/ co j � � � I ;� 1 1 I IV) ICP ►• Houf Peterson - _ _ - I ; , ' r ti j , _.:41.0„,;: z o �, ,I 0 -- - w ..'- I ie, �, Righellis Inc. 0 1 <'s\\\\\�\°�I 0 j I 1' �� •v •1 - � n I,►_J �I��riI - _ _` 's {_ _ --_ -u��J1 -- /' Il` _ - - 1► - ------- --------- _ _ _- _ __ I I ' I _ -�-' - •..'-_ E N G I N E E - F R S 1 \\\\\\ \ . 9 -_ L' ! !- - - YL/��7, ' I LANDSCAPE CAPE ARCH, 2Go SURVEYORS I 1 `,\\ G -*S. ..;:;,, iia„ ► - - -� .• Wi F� L 1 ,\ F ;/ NLET PRO ►XII ION A T '`t�....1.1, i I ; :i, i '�, 1 ��,►. ,4 1 , I II °' I gI 1 1 '; � o0.2- `r�:, / CURB OPE •�';.'M'/.:J. %'e �s% '1;0=_�_ /.I� �'//;�_�.', %//._•'/ � �%/./;.. //i./4; /_. __/_.I 601 i F \ / , life 1��1 I 1 �• �• AllI�.a v �A 9I( r ��. �I to \ P - 0o ( i I 150' �' I- I. � ��I� 11 (-2>41. -- , 4-r;1 .i .-_ -: 0 ,4 {� :• � � Q I r ? • �� s �� ■ �. LEGENDv-. i.� Ir i \ .�iiil 4_aw �! /! ///�"le t I I m ti I) 1 �.OX - %/ --- , a ihntilliii- - • _ _ J , 1 % J Y 1.Oq ��' 1.0% 1.5% s� �� 0.5X - r ~I II I / �_ EXISTING CONTOUR I I '� / 1 w w -- w 1.OX w w w •��-� IT I,S-I / r^ N �v J 1 1 Milr ,� -;'- - - - - - - ry INSTALL ,�g '"�' '`cI'L '`c `�j, : lk h VALLEY GUTT R ! PROPOSED CONTOUR I I r I 1 ' 1� '� �• '�/ • 16 _ _ - ___ c3� -r -�-moo, *"-tic)'- A j/IiX I �1iii. ^ 5 � � t I Mr r 0�° �, ii 0' I *1 A A ,/ :. 7; 1�_ ' 1 �y� \ ' - - - - - VEGETATED CORRIDOR I I ____.:... 7 ' A. -- , J 44111 1 .11;_______ II N �r I '1 , 0, A ; `\ G �' I i - - ADJUSTED PROPERTY LINE1 (10 Elmit I `I I cp i „ I\•I is.9. _ j iiH1 41 / r� I CJI IR _JImo' ;INSTALL INSTA " \ I 4/ LL 5, '1 _ I I i f F I 100 YEAR FLOOD ...TV I�I I !_ /I X016 i STD. CURB (TYP.) ASPHALT PAVEMENT o�, I { I I UNI I 42 (-C .___ .e, O Oimmiiii60 Imilli 2 obi I 4' • i 1 Olt& li`' wl J .,,,, (4 15 30T ...4. L . . ._ _ _ ____ __. . ____ ________ ____ ___, ..„_. _____ .. _ __ , I ,( PROPERTY LINE / \ I I: Ce II - .,N.--:::,:_ \ 'T�r �2�C V t1 I I ' , \ \ QM INSTALL #4 REBAR WITH 12" MIN. vv sr?0 15� 2, ry 1 ` EMBEDMENT THROUGH PRECAST SLEEVE. 1. CONCRETE SHALL BE 3000 PSI MIN. (CLASS B). • iiiip.„_:..,.......:,••• `': eh•• c' ~ II RECESS REPAIR 1/4" AND COVER HOLE 3-1/2: SLUMP (MAX). ° o �iI,II S//I/ ' 5" WITH EPDXY SEALANT: SIKH d G S 6., LASTOMER-46 THUMB PUTTY. TYPICAL 2. CURBS ADJACENT TO PAVEMENT OR SIDEWALK TO 44;= o �� h� 4 �/ BOTH ENDS OF WHEEL STOP AS SHOWN. HAVE EXPANSION AND/OR CONTRACTION JOINTS ` I TO MATCH EXISTING PATTERNS. �- / ° ` --1 -�-. (n 6 �,, L'_�( 1 - "� �v_._ \I g ��'S7 Ar 0 3. 3/8" EXPANSION JOINTS SHALL BE PLACED AT r'i7��; y ----r�ef v �� _ U '' - Q END OF STALL 45" MAXIMUM SPACING. ON BOTH SIDES OF R=1/2" R=1'' �� c lam°�. 4 CATCH BASIN, AT CHANGES IN DIRECTION. lir .....,,,,,..4„:" _ I Pvi ° y I Oa <- .) " 1-1/2", CUT JOINTS TO BE PLACED AT 15' ' ` / - _4 MAXIMUM SPACING. I I /_/'' �-�. ! BW ,, ' DRAINAGE 6,, " I 6 / _',,,. ,�.��/'- iii!,....,,,,..5„5.07 , `. ' ; 2 CHANNELS ?, 4. CURB SHALL BE PLACED ON 3 (MIN) CRUSHED =I 16 . �� -..,�`` `G ° �.` ° I- •`p4 _ AGGREGATE 5/8"-0 OR 1-1/4"-0). fl-II I o 111111111111111 ,50 I, ‘ `.` ,,0' S. COMPACT SUBGRADE AND AGGREGATE TO 859 =� ° is •� \`� `�° ( Q 02 15 ' / \ / _ DRAINAGE CHANNELS OF MAX. DRY DENSITY. �, \ �; / I Z ,t lJ A. , N w rI -.6'' 1'0 6. CURB TO BE BRUSH FINISHED. f g'' RRUUSHEEpp AGGREGATE ` ` . v �� `\ \ m (CTYPICAL) L' �' �'• ZQ 7. ALL EXISTING EDGES SHALL BE SAWCUT r�I.... _ �i \ '15::\1 5 ,� 06 !�I i a l 5.0 ,ice//' '.5 ` w > U PRECAST CONCRETE WHEEL STOP STANDARD CURB I� .:5 , , ; qt . 47 0 o = o 7. N.T.S. N. T.S. / -- j / �� °� EX = Ii aC',I � ,) ..,- SEE PLAN ,,,.■.., r\ , -� 4 �Y;�(1•11'4:72_.I (� " • 1 REVISIONS I- ----- -- 11I I p, --p. I AP , ' -� I ° �' / m AADDENDUM1O9.28.2015 v 2% MAX. SL. -\ • \ I Z ,\\�//:// \ \\// ` , \ \ 1 I 0 -4" CONCRETE WALK 0 2' - -2" 3/4"-O" CRUSHED ROCK SIDEWALK GRADING DETAIL CHECKED BY: PAVEMENT SECTION STERILIZE AND COMPACT SUBGRADE SCALE: 1" = 10' 1/2" NOTES: ISSUE DATE: 08.21.2015 co 1. CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE STRENGTH OF 3300 psi AT 28 DAYS. PROJECT NO.: 1503004 ;��_� _ ,+ �_��-�: 2. PANELS TO BE 5 FEET LONG. PARKING STALLS DRIVE AISLE !i7F4A- � ., ° a 8., a a �.' tr 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, / " J ..� a ��-• - WHEELCHAIR RAMPS, AND AT SPACING NOT EXCEED 45 FEET. 3 DENSE ACP �� 3.5 DENSE ACP Q GRADING PLAN �� -J�� 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT SAME TIME AS THE CURB, THE JOINT 8" OF 3 4" -0" ...�'.�, � ' �; ," 10" OF 3 4" =0" `�i }- BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2" RADIUS. AGG. BASE 1.70 ! 4`,•- °S �•!�� !- •`! AGG. BASE , 4" AGGREGATE BASE 5. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIA. PLASTIC m PIPE AT 2% SLOPE. CONSTRUCTION JOINT TO BE PLACED OVER PIPE. Lo S PROJECT NORTH TRUE NORTH C/) 01 VALLEY GUTTER DETAIL CONCRETE SIDEWALK DETAIL ASPHALT PAVEMENT SECTION LL N.T.S. N.T.S. N. T.S. C2 • O • ' - --=-- ` \ { ,i �� -- \ `_ \\�� I ' _ _ CONNECT TO EXISTING - - - - - - _ 1 I s _ - - ;► -COT)-trES l' - - _ - 100 FLOODSTM IE _ 4 STORM MAIN o _ _ ---.:5,1„--R MAN0LEN - YEAR D LINE - - - i 38 LF 6" ,f __ _- - , __ --!SAN\ = 22.0' 6 € = 140 89 S E R A 89 Q /RIM = 146.$4- ___ _ - _ -- sAp - _ --SAN- .._w« �.- oAS - - - : - - -- .,ry -- -SAN . G f _ __•,G-.., ...._. ----S"gea Tic.--e-.___--___--•� - _ __"'. - t� • .-SAN--•S S__ _ _ - .Ati- - - L-_ .-_ SA -_ SAN ___ .-_. _._../ r.SJQI- -.._ /� ` = 14b.,3 _.._-------- \ - --- SAN--' 7 • a I STORM WATER FILTER ERL TE MEDIA- ma) /, !�'! / / / �2" I.E. IN = 142.38 -- -.. .- - - - -_- = `� -- _ z -: _ - - -= sn� :- WA - � 1 - RSD �.. - -- Am /- - --- - - T---- - 30" II N = 138.52 '. "" I w r /�A 817 _ ._ - _ _ / f --_ , -T I ,� si_ -�..WAT tiT1 I1, `"'.�•� �� /' ,/ ,/ / // 0 30" I.E. OUT = 138.49 \ 12 L 1412" STM sTw., -_ ,' _ RIM - 153.00 �'moi\ o / / !, , / / z. -PXR- -10" CL:€� r;-' - r{-. -_ - o tw - " 1.E. 1 N (N) = 150.10 �'' a co / ' ! / / -I \_ �= 0�M11 ._ - __ -_ 0Hw .- --014,4 - j „ _ T- s ARCHITECTURE a •- -L oiw- i - -ofw- -- __, 44w- - % // j - -a+w- - /`� - anw- 1- ' "� y ---1. �,� ,. -------,,---------,r•-1,_-:„., ( ) - I.E. 146.9 _ 6 I E IN E 149.87 �+� g / `. ' T : I OrtT"F , 147.57 I URBAN DESIGN + PLANNING c , , / / / / ,' / PROPERTY LINE - �(/1 CLEANOUT, TYP • e „_ - -- // /' / , /r// / / 42 I,LF 12 STM I . -,_. ` O / 1 / / j I ! / f y` CdR..=,. .....d.`� 7daR. A� y ` ♦.. i s �� o • , �/ ! �, /, / , S --; 2.5% I _- - -: �._Y,, � � . . Ave INTERIOR DESIGN J 1 / i// , 1 •' % !' �` 12"' CLEANOUT >/! / / -� %i � ;. ; , I �. ` �10 I.E.E140.00 ROOF DRAIN 173 LF 10 S i / �.. L ! ! / r i' 1.E. 139.92 i CONNECTION, TYP. S = 0.5% , I z 1 �/ SANITARY SEWER POINT I-,_._ 0'�.-. , �� // �. • ,t ~ ``- PORTLAND OREGON 97209 ! ,' !' '/' / / //! i�/� I `�. 1 OF CONNECTION. / • ? N ! O / STORM WATER FILTER MANHOLE - PERLITE MEDIA -- -� ? v.. ^.: ..,,'. `-snr P: 503.445.7372 o • ! ,/ /' / `! // i' �__ • / Y v� { IE = 140.90 .r, 1. ` `� F: 503.445.7395 �� 3 - CARTRIDGE FIRE HYDRANT I w _.!.'• !! / Ic. i ' 111 LF 10 STM• RIM - 153.60 A E - ,• j ; .. • / - SERAPDX.CO 5 cTs •,..r SANITARY S�WER POINT i / CATCH BASIN rw f \ / / : w y�� S = 3.5% „ I 3.•. ' / . . :_ .. . ., s u `f / ,` 8 I.E. IN (N) = 146.08 OF CONNECTION. z .; - ' ;'. RIM = 152.53 BLDG. 2 ROOF DRAIN j�'V, • :' It* , ! ,!� ,� ` / ' 10" I.E. IN (E) = 142.94 !E = 141.15 I '".•; % 'll' 1.E. OUT = 15].74 CONNECTION, TYP. �i'i'/� I » ! (5) ' : I - :..•/ {• RIM ARES D5�IN �� PROFo !' !!! !!! I 12" LE. OUT = 140.64 i-.•f t40 LF 6 STM Vi- cU / / I i » » " i K: ' I _ i�, S = 0 5% !N. I ' �;,�''••. _ �� Fw , ! / , ///� 114 LF 8 STM 100 LF 4 STM 191 LF l0 S ,, ,�, / E. - 152.50 • G 1 N E /0 o , ! l ,!" , VEG. CORRIDOR ; ./, _ 4 /•_ - I i / ��_ � '; 4 " 70,863 'L ! ! , S - 1.5/% S - 1.0% MIN. S - 0.5% +:.•y , .,_�. 0 LF 6 STM w / • //j • b.. 4.�:r uv��.�uu��uu�.,u.� © , Ej o ( c S 1.0% MIN. /! // / !/ 100 YEAR FLOODe _ ,��; Ic 0 .` / ` FIRE HYDRANT �_ - - - /// �- 0 1 / ! / / J-� //1\11/4' I % BLDG. 1 I,. I �� _ ii @ .;_ �� ' REGON ---- - - - - /i ; , • 1.' -• �--,r-It- 17 lit � >> do oI ' /,! ___ _�!! -- ---- -__ - ' I © ��/ I,•' A �• E 60 LF- STM - �jlv '� ___ ! - i / •; , • •± , 1 OF CONNECTION DCVA TO q P 'i !; `i .' - / ! ` - - a ,• i:; ; PROPERTY LINE S = 1.0% MIN. MIN R r' f �/' 10" CLEANOUT 160 LF 10" STM �' FIRE STANDPIPE W/ CHECK I L=U% / 1 I .'.•,i ' t 0e r'•„ BE INSTALLED 1N BLDG. II ,; I f w '� ' -----7--------- --<_ LE. 145.37 S = 1.0% VALVE PER DETAIL THIS I . ii ' !.; ; » 155 LF 6" STM 6" CLEANOUT EXPIRES: 12/31//S --- __�- I r ;'. 4 FIRE SERVICE - SHEET NW NATURAL GAS CONNECTION =:• : I S = 1.0% MIN. 1.E. = 152.00 I /PLANTER -8 CLEANOUT • POINT OF CONNECTIONI a .`/ ,'f ' .. �/„-- ' AREA_ DRAIN- » � . 1 � . I a � IM =4 .93 ; I.E. 147.00 s - - _ _ /TO MAINLINE IN ROW. LOCATION f" i ' _; Q l •; DDVCA TO BE NW NATURAL ; i �� I.E. 146.25 �•�• - - TO BE DETERMINED BY NWNG i I / I.E 0(�T�- 146.48 3 LF 8 STM "-•""' ■`' _` -, -_i f INSTALLED IN BLDG. GAS RISER I II 46 LF ST r f S = 0.5% MIN. ,,......""°.," ;.; _ , u.: ..:..�f of i�j �f// /"- '/Y��/� .' �� 6„ o ...:..r�..y..... �;..>v.4.,..,....;.. .. .■■ �//iii i CLEANOUT I I Harper ) ///I S = 0 % MIN. . .,�. '::Ucw.ny6. iia 2,..•. %.:,�4r'',.``i,r��Ia�..�'w■' - ' =w�■• .,�.•..�. STM 8" CLEANOUT 12" AREA DRAIN 100 LF 4» STM q i E I E - 150 45 m f r.'...... •.u.c vl MEOW. a_urm■. enijegmger t � . I I r Houf Peterson I \ "//14-2'4,,>=1,...._.: % S = 1.0% I.E. 144.65 RIM = 150.00 S = i.Oq MIN. ;i , i NW NATURAL GAS CONNECTION I ( Righellis Inc. tt:, __ I.E. = 152.00 ;I •.. �. INSTALL BACKWATER VALVE 10 CLEANOUT 4 DOMESTIC WATER POINT .i TO MAINLINE IN ROW. LOCATION {, E w<;,N r'E R S•P l A R N F R 5 PLANTER AREA DRAIN ;! ,r'/'-'�'r / //. -. ----__ -_- ._ LANDSCAPE ARCHITECTS S ro . // dr' AN ' Al /1/0/RAIN CONNECT TO STORM I 4 :6 FIELD VERIFY ELEVATIONS CONNECTION. DCVA TO BE % 40 ..4 a' L" ' 1 --- TO BE DETERMINED BY NWNG I `4E Rs o 1.E. 147.32 ! ' / / ANI ' 'Y SEn " 30 LF 6" STM INSTALLED •1N :_r. r' :: } !' 4 t a ! �' / / I.E. ]47.00 STORM WATER �, /' �� 12 LF 8 STM I // PLANTER, POINT OF CONNECTION. S = 0.5% MIN. .I 1 , J 0) S - 0.5% MIN. 7LF8 STM _ ; SEE DETAIL B THIS SHEET. / I 14 r 0 , / / / , W TURAL �I +► f Q `/' S = 0.5% t' ///1 /4( _. V /.4 ./ ///�10 / S RISER d ' w e I ,�, _ » gage » \'�: ', s� NN INSTALL' 6 DDCVA. SEE DETAIL a (1") O - - %; / i 1 8 LE'NO T • 43 LF •AN \ \1./ I.E. 147.97 �' N0. 533 ON SHEET C5.0 i .E. 149 20 i S 2.06Z'MIN. b \ b \I, a ' ,: gi,wig IC 1 J \..., z -= 1 - - - - -• - - - - -- SANITARY SEWER POINT - - -- - - I I i w w wIlia - I • _ _ _ w w ROOF DRAT w , 1 IE - 140.27 I I! » - _ - 371 LF 6" WATERLINE CATCH BASIN 228 LF 8" ST CONNECTION, TYP. t f I I 160.EANd) RIM = 151.56 S = 0. [nLE49.5r 4 raw f , _ ; _�I 1. 0 T 1 :0.0 . ` ; 0„ IREI LIN PAIN ''=-- \ .� 1 / 1112 L 8' ST,. 113 L 8» SA IF ON EC 10 13 F 10 >(M S = 5 S 36: MJ. �� , r • I I S - 1.0% r ^ Il / i _ _. I P lVATE IRE 8» w t FIRE HYDRANT ,, J 1 U11) • I '; I I { IIIIIMI i Hp DR NT,AS'i M:1 Y 1 II CL 'NO 1T *••a I I ' I :I ► I , 1 I LE 14 x.02 FDC COORDINATE `" i �. gin, , � 1 .I I I 0» CLEAN:?UT 1 I 8" CLEANOU t t 1 WITH MECHANICAL A ( , ,. 311 LF 8 STM t111.1 Jf 8",1.E. ;�r:�.85 S = 1.0% / I.E. 150.11 I j. i A I 1: 10 I.E. 146.76 - f I . , 1 i 1 2 • ' : I .1 ,2., SF �F 1 IN I • ! - _ 41 1 Ce -PLANTER AREA PLANTER AREA PLANTER AREA PLANTER AREA PLANTER AREA PUNTER AREA PLANTER AREA PLANTER AREA PLANTER AREA STORM WATER PLANTER, I kICC PROPEIPY LINE DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN SEE DETAIL 'A' THIS SHEET. I I I / I.E. 147.02 I.E. 147.64 I.E. 148.06 I.E 148.42 I.E. 148.77 I.E. 149.15 I.E. 149.51 I.E. 149.90 I.E. 150.23 I `� 35 LF 6" STM 25 LF 6" STM 25 LF 6" STM 25 LF 6" STM 25 LF 6" STM 25 LF 6" STM 25 LF 6" STM 25 LF 6" STM 25 LF 6" STM I 1 1 Om I - S = 0.5% MIN. S = 0.5% MIN. S = 0.5% MIN. S = 0.5% MIN. S = 0.5% MIN. S = 0.5% MIN. S = 0.5% MIN. S = 0.5% MIN. S - 0.5% MIN. a PLANTER AREA DRAIN PROTECT EXISTING TREE. CONSULT ARBORIST DURING I.E. 147.32 EXCAVATION OF PLANTERS AND STORM PIPE WITHIN DRIP NOTE: FIRE AND DOMESTIC WATER SERVICE SIZES SHALL BE I I Ii 25 LF 6" STM LINE OF TREE. ADJUST PIPING AND PLANTERS TO AVOID CONFIRMED BY DESIGN-BUILD MECHANICAL CONTRACTOR. I I S = 0.5% MIN. IMPACT TO TREE. MINIMUM PLANTER SIZES AS NOTED. A I i` I (in a ROW IN ' C)45U I WOOD FENCE ro) \ _...- _i U 2 0 28" PER DETAIL / � ~ INSTALL PLANTER WALL 5,-0» / WIDTH VARIES I- PROJECT NORTH TRUE NORTH � � THIS SHEET AND 4" WIDE CURB INSTALL 28" PLANTER WALL WITH INSTALL 28" PLANTER WALL PER H OPENING FOR DRAINAGE AT 4' SPACING FENCE SUPPORTS. SEE LANDSCAPE PLANS DETAIL THIS SHEET AND 4" WIDE CURB 0 15 30 60 } 2 ON CENTER WHERE PLANTER IS SEE LANDSCAPE PLANS OPENING FOR DRAINAGE AT 4' I-- FOR PLANTING REQUIREMENTS FOR PLANTING REQUIREMENTS SPACING ON CENTER WHERE PLANTER f ADJACENT TO PAVEMENT. Qj- !S ADJACENT TO PAVEMENT. mPROPOSED PARKING AREA ♦ - ' o •o AEA 6 TYP. PROPOSED PARKING R ° 0.5 , ° f .g ;~. �° 6" TYP. �,' ;o�. a 2-WAY FIRE STAND PIPE Wa > O CC L.Li RIM EXISTING GROUND / RIM Q lir EDGE OFMIIIIIMMIIMMINIMI.1 6. cl .•4111 •• •• �.�� .� Q :. v ; e _ _ k • • PROPOSED BUILDING - _ --i _ - I -I I I 1 III I ( I i i III 4` . 4� ' n '- . Q -:� _-I I - I -I I -I I - I I - I 4 1-1 I -1 I I-1 I-I 1 I-I III=I I CARSON BOX OR APPROVED EQUAL alaC ce . � -I IIII-III-I I-II - I I-I i a / I I--IIi-II-�I-II I-III � 4. 3-°• - _ z - 4 n FINISHED GRADE REVISIONS Z . • o - - - - 14 i_ - 11=1 111 I I-III-1 III w I 1 I III=1 I I HH -�I =1 - _ AREA DRAIN, - - • 12 II II 11= I-III-III-III- AREA DRAIN, I II �. ��:"jl-III_-----I ! -- I I SEE PLAN 6" BENCH FOR CURB MECHANICALe ADDENDUM 1 09.28.2015 I 1 - - SEE PLAN 6 BENCH FOR CURB " __ w �1' :III-III-1 I - I - -11-761.11117-111=111-----111-7-1� _ FROM JOINTS, TYP. CONFORMED SET 11.04.2015 � - - CONSTRUCTION, TYP. - -- - CONSTRUCTION, TYP. I - _ - » ' - : IN. DEPTH STORMBUILDING • i� I I I-1 I IIII-II - I I 18 MIN. DEPTH STORM ' I I S I I I Iii_ - - - - a ,- 18 M - L____. ----...- Oil I --.- < -11_- - - I FACILITY TOPSOIL111 111 -4. - -- FACILITY TOPSOIL 0 �,.�� O O a o 0 FIL TER FABRIC 6" MIN. .i T'- , I_��', ::; z �L.T I` z l� l` o•111 4111P-ill C Dc--) FILTER FABRIC, 6" MIN. �-�-�-�- ' Q 11)‘4111 •z n . - . . . . . . '� a OVERLAP UP FACILITY SIDES STORMeft , SEE PLANOVERLAP UP FACILITY SIDES THRUST BLOCK(STORM, SEE PLAN . . . . .. . . . V �( Y _ l o�` � � 4" PERFORATED PIPE WRAPPED IN �� ,, ... -' - { . a . . -�.Z�`►'� 4 PERFORATED PIPE WRAPPED IN 11- �!•..i�1• � ► • • • • • • " .-'-.1-4----i,!-- � .,I ��- � k-i I� �- WASHED DRAIN ROCK CHECKED BY: w liojrncii. • •lly t �. .�� .� �� • FILTER FABRIC UNDERDRAIN TO 4 D.!. PIPE - I,• _ _, - io ct � FILTER FABRIC, UNDERDRAIN TO ��,i,�,�/� �� S = 0.0050% MIN. 4 ISSUE DATE: 11.04.2015 ct / # 4 EXTEND THE LENGTH OF THE PLANTER / r / /� EXTEND THE LENGTH OF THE PLANTER - 6" DEPTH OF 3/4"-0" AGGREGATE �� FROM BUILDING PROJECT NO.: 1503004 l2" DEPTH 1 1/2"-3" 12" DEPTH 1 1/2"-3" COMPACTED TO 95% MAXIMUM 1 OPEN GRADED AGGREGATE OPEN GRADED AGGREGATE UNDISTURBED CHECK VALVE W/ BALL DRIP SUBGRADE DRY DENSITY W AND CONCRETE SUPPORT U) EXISTING SUBGRADE EXISTING SUBGRADE ' SITE UTILITES a.4. STORMWATER LLI NTER DETAILASTORMWATER PLANTER DETAIL BFIRE STAND PI /CHECK VALVE DETAIL N. S. N.T.S. N.T.S. 0 N E) © 0 N C 3 c� U I co • IE Joa Ta :5 .E R A E s W .0 B 0 10 3/4" SQUARE 2 A A B B >, - (I ARCHITECTURE al o STANDARD CAST IRON / NON-SHRINK GROUT \ • 2-4Y2"� 2'-23/"--1- I URBAN DESIGN + PLANNING c FRAME AND COVER / - 3„ ° DRAWING SS-61 L D v .9 D D •v � A I. ' ' a - 112°PVC WEIR I INTERIOR DESIGN STANDARD MANHOLE y V �L; — 7 o A' GRADE RING •, Q C , D O / / \�i� �- _ ' et0it 22 Priikir _L_ i PORTLAND OREGON 97209 c�� 4 MIN. _.._ - L \�,i��'— 'tQ a ��-•< ``�\```� r (E' r P: 503.445.7372 FINISH GRADE- /`�`ee- v��, N �� F: 503 445 7395 .':2_9\ a 0 0 ID / 0 < 3 `e"��- a oP , , ° ,, 4"fd CLEAN OUT WITH PLUG SERAPDX.COM 7/8" ) I 112"PVC BAFFLE 4°.:i'.•.: ;' � a WATERTIGHT PIPE PLUG I " 4 , .:::,:.°..-:°:" .' '�� WITH STOPS 10 °, I 11 i p c a , ep• ev s, PROVIDE 3/4PROpe "-0 FORA 6 SECTION B B ` • G 4, O riar.„ I— ^ 2" MIN. CLEARANCE `- A` ;v4>a o, , MINIMUM OF 6" AROUND I CV �' 70,863 '�' C CO tO �� Aow - •-• '-e ;••• e e • -•• 'P':4A` CLEANOUT ANN i I 1-CARTRIDGE CATCHBASIN - PLAN VIEW410 I cr r" ° e ,. e tai D a 6" �+.. o <,o o• • MIN, I— . I I :hep°° e •. a \\ 18" i `' L/04O'EGONoc3co / ," MIN. OVERLAP ' ' SECTION A—A � 1 c, o o r s'-o" _ • I ��-IMIN R. ,- E �k•s• ` - , u a x e e e e e F x D A q - i co • a^,o ° • A-.Qo. a ° o _ to t gy E - o EXPIRES: 12/31/ f .o C - \ V ; I G I/2'.., ,o•e o ` NOTES: \ I — --- — — # • • m ob' - 1. Y4 ALLEN HEAD BOLTS \ / .. �._ 1" LONG RECESSED. �` 4 Harper 0 °� Qac >>e ;, a a• °�\ a'- ° 2. ALL PERMANENT CLEANOUTS 1J2"PVC WEIR I 1■ ® r Houf Peterson a' `goe � . a `eo-.. 0'0. a c•♦ ` - { cq o. a::a >, -•-- ,,,,°-op p•:` , o'u TO HAVE BOLT DOWN COVERS. -- e - •0`4_° %.o°v.: • o, .v o 3. MATERIAL SHALL BE GRAY /a • v ~ �' \ a> - '. CAST-IRON, ASTM A-48, , I R ighellis Inc. -oo:'D CLASS 30. \ / rclrzs:PLnd>+ S �� / 1/2"PVC BAFFLE • LAkOseAPe ARC'r+IrEcT3•$URVEYONS • 111 a ate. ... _........ 4 L• - •a - . . d D a .Q • 'p . G. ,4 ' p.. p"t„,-,--„.5'qo't•o. t\ 413 CLEAN OUT • Q] oe•ep°':e°° d o"•fie° 'o, .e `.;,o.Y ,e• a- °.Q ve a. d d '-' ° k • • 8 WITH PLUG Oo eo oV:Do a.• D • b .Q d • .d '.• gg6D oeq - 1 ° i q G / , CONCRETE ENCASED 3Ya" 3/4"-0 BOTTOMOF WYE \-3/4"-0 '7 .s4- N • FOR PLASTIC PIPE iivir__.-._ 21, 1-CARTRIDGE CATCHBASIN - SECTION VIEW A I NOTE: !./ 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE • DETAIL ,x, • 0 1:11 2. STAND PIPE TO BE SAME SIZE AS MAINUNE UP TO AND INCLUDING 8" PIPE. StormFilt MAINUNE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. "" er' STANDARD DRAWING TITLE DRAWING NUMBER STANDARD DRAWING TITLE DRAWING NUMBE Ait , J CONCRETE CATCHBASIN STORMFILTER CO f STANDARD CLEANOUT SS-60 A Ci ilit , CLEANOUT FRAME AND COVER SS-61 \I • IVT " • H :� Ctoo PLAN AND SECTION VIEWS Sht6°rwood ydrawing y SIc ooc y g y SCALE DATE ENGINEERED SOLUTIONS LLC • I CARTRIDGE UNIT - STANDARD DETAIL An alteration of this may not be SCALE DATE An alteration of this drawing may not be Oregon associated in on way with the City or ---- Regan associated in any way with the City of — www.ContachES.com ENG Z Sherwood Standard Drawings. N.T.S. JUL'09 Sherwood Standard Drawings, N.T.S. JUL'09 DATE 10/26/05 I SCALE NONE (FILE NAME:C8SF1 G DTL I DRAWN:MJW CHECKED:ARG t{I LIU . . . \ • 1 . GENERAL NOTES • Ce 1)STORMFILTER BY CONTECH STORMWATER SOLUTIONS;PORTLAND.OR(800)548-4667;SCARBOROUGH, ME(877)907-8676; LINTHICUM,MD(866)740-3318. • • �i�r!f""" 2)FILTERS TO BE SIPHON-ACTUATED AND SELF-CLEANING.STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS. NOTE: CONTRACTOR SHALL 3)INLET AND OUTLET PIPES TO BE GROUTED INTO HOLES PROVIDED.JOINTS TO BE WATER-TIGHT. am DETERMINE THE REQUIRED 4)STORMFILTER REQUIRES BETWEEN 2.75'AND 2.9'OF DROP FROM RIM TO OUTLET.INLET(IF APPLICABLE)AND OUTLET PIPING •`' FITTINGS NEEDED FOR EACH •I TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PIPES TO BE GROUTED INTO PROVIDED CORINGS BY CONTRACTOR. • CATCH BASIN. illt • ° 0- : 5)ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE HINGED DEFLECTOR TO • • `L , INFORMATION. FACILITATE CLEAN-OUT I 1 . 1CARTRIDGE CONCRETE 12" I \ AI CATCH BASIN STORMFILTER DATA 45°BENDSEE LANDSCAPE DETAILS FOR Cill) i STRUCTURE ID xxx ROTATE AS GRATE INFORMATION—R { 0 WATER QUALITY FLOW RATE(cfs) x.xx REQUIREDEL. PEAK FLOW RATE(<1 cfs) X.XX 12" MAX. 3 MIN. (SEE PLAN) I <IC RETURN PERIOD OF PEAK FLOW(yrs) XXX _ . • CARTRIDGE FLOW RATE(15 OR 7.5 gpm) XX I 4 < - ° 4 RIM A TYPECa EVAT (CSF, PERLITE,ZPG) xON X XX IIII I.E. OUT N WYE OR TEE AT MAIN6"MIN. 9"x9"x25" ROUND I PIPE DATA: I.E. MATERIAL DIAMETER 1-CARTRIDGE CATCHBASIN - SECTION VIEW B INLET XXX.XX' XXX XX" / "LYNCH" AREA DRAIN OUTLET XXX.XX XXX XXX Gj I2 CONFIGURATION JP U cnC OUTLET OUTLET TRAP (SNOUT) I 9 rl I.E. Q J Q USE PIPE MANUFACTURES ADAPTER CONNECTOR OR (SEE PLAN) "FERNCO" FLEXIBLE COUPLING WITH STAINLESSI T w Z u STEEL CLAMPS OR APPROVED EQUAL. •i■■ z j:::: ::::::: -! INLET' Z <TC 06 1 i� OPTIONS(AVAILABLE AT EXTRA COST): AREA DRAIN d w `-i, a ❑HOLE FOR OUTLET STUB OTHER THAN 12" Ce ~ r-n ni ❑CLEAN-OUT IN WEIR OTHER THAN 4° N.T.S.S. I o Z Q � • 0 CORED HOLE FOR INLET PIPE I.rI = D4 ❑DEEP OUTLET CORING Ill <I 0 (I) 1-6-0„) -0° -. NOTE: CONTRACTOR SHALL REVISIONS \ OUTLET PIPE . '` DETERMINE THE REQUIRED v r I -� 4 q , 4• 4 HINGED DEFLECTOR TO FITTINGS NEEDED FOR EACH w ., . ,,. FACILITATE CLEAN-OUT CATCH BASIN. z 11.1:211-4------ -- 1 r -- ,< arc I —I-- 45°BEND GRATE - -- — ; z 1-CARTRIDGE CATCHBASIN - SECTION VIEW C "' t I r r RREURS�2 Ji f 1:..__.�.___�-_. _i.__._i______.-_ a; 12" MAX. 3i MIN. RIM EL. I ib, ( PLAN) CO �1L 1 ! 1...........' ■I11 , SEE `- _i' -_ ----- ----- 4 — — --..... W - ° q I ° r _° 1111 24" ROUND "LYNCH" CHECKED BY: t I.E. OUT < L • �� , CATCH BASIN (PER PLAN) ` -116ISSUE DATE: 08.21.2015 cin - / / _ PROJECT NO.: 1503004 r.�. 1-CARTRIDGE CATCHBASIN - TOP VIEW- \ �\\ LMS'S; .. ,,„.- .C't�,) T ..„,w.„,,_,gamaft ,_ StormFilter° StormFilter' i JP OUTLET TRAP (SNOUT) 2 , CONCRETE CATCHBASIN STORMFILTER o�'NINO g CONCRETE CATCHBASIN STORMFILTER DRAWING - ' I.E. DETAILS f a USE PIPE MANUFACTURES ADAPTER CONNECTOR ORNTECH SECTION VIEWS 2 TE H TOP VIEW, DATA AND NOTES 3 WYE OR TEE AT MAIN (SEE PLAN) "FERNCO" FLEXIBLE COUPLING WITH STAINLESS I ENGINEERED SOLUTIONS LLC ENGINEERED SOLUTIONS LLC STEEL CLAMPS OR APPROVED EQUAL. 1 CARTRIDGE UNIT - STANDARD DETAIL 1 CARTRIDGE UNIT - STANDARD DETAIL 1 UW N www.ContechE8.com 213 www.ContechES.com 3!3 1 toDATE:10/26/05 I SCALE:NONE I FILE NAME:CBSF1-C-DTL I DRAWN:MJW I CHECKED:ARG DATE:10/26105 I SCALE:NONE -I FILE NAME:CBSF1-C-DTL I DRAWN:MJW I CHECKED:ARG �) 24 CATCH BASIN CL 7, N.T.S. 0 M o a To SERA E STORMFILTER DESIGN NOTES CITY WATER DEPT STANDARDS PLUMBING CODE 6 STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE -C STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES(3). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 3 CARTRIDGES. • m 048"MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS. IF THE SITE CONDITIONS EXCEED 1 0 CFS AN UPSTREAM BYPASS STRUCTURE IS THRUST BLOCK CITY APPROVED ARCHITECTURE 'c ' A auTLET REQUIRED, BACKFLOW DEVICE FLANGE COUPLING RETAINER GLAND o �`•`� suMP ADAPTOR URBAN DESIGN + PLANNING c CARTRIDGE SELECTION • oFLOW -�_ �l A CARTRIDGE HEIGHT [T" 13' LOW DROP ,.,..1,t:! / INTERIOR DESIGN .....,, RECOMMENDED HYDRAULIC DROP(H) 3.05' 2.3' 1.8' - 3 . MIN o _ �' 1' 0� SPECIFIC FLOW RATE(gpm/s1) 2 gpm/ft 1 gpm/ft= 2 gpm/ft2 1 gpm/ft' 2 gpm/ft2 1 gpm/f12 FLOW i . it �i I i a ' 1 2" O. INLET W ) g19 �� CARTRIDGE FLOW RATE(gpm) 22.5 11.25 15 7,5 10 5 I III t.,.l,lr/l��i' �� .t►a11: '■,� (" _:::) ,..4"1 , OUTLET ��II!!"'"II,�i�ll►� ;�t`��IviVl IMEGA FLG ,4N i ! PORTLAND OREGON 97209 o ° • 4s"LD.MANHOLE FLG OR EQUAL it; : II FIRE DEPARTMENT j STRUCTURE 6 �- `� CONNECTION I P: 503.445.7372 lilt OPTIONAL AT THIS F: 503.445.7395 TOP ACCESS 56' o.D. OSHA APPROVED LADDER MIN. 24co • " MIN �S" LOCATION I sERAPDXCOM o T LAB A ( ) SEE FRAME AND SITE SPECIFIC WITH ALUMINUM LADDER COVER DETAIL DATA REQUIREMENTS I oEXTENSION BY UTILITY • FR t ` STRUCTURE ID VAULT "C 7 ( D i R0A-6- G) (-'.---Kilt•C-4 y WATER QUALITY FLOW RATE(cis) CONTRACTOR TO SEAL ALL ! c��%� i N / a r� .- ...;::::\N \ PEAK FLOWQUALITY {cfs) R OPENINGS IN VAULT WITH i G � E� D - y` �' RETURN PERIOD OF PEAK FLOW{yrs) PLAN I tc, w 70,863 #OFCARTRIDGESREQUIRED NON SHRINK GROUT PRIOR r- PLAN VIEW , CARTRIDGE FLOW RATE 3" 6" TO BACKFILLING a) STANDARD OUTLET RISER NTECH' ko?: MEDIA TYPE(CSF,PERLITE,ZPG,GAC;PHS) MIN. MAX. I �� y FLOWKIT:40Az - °" ! OREGON '� ,� PIPE DATA: LE. ` MATERIAL DIAMETER DRAIN TO CURB OR 5-o t� `•,„,,,,,,,,,,,, INLET PIPE#1 GROUND LINE •-N { , DAYLIGHT �F 04077°G '� t ,200 �� CONTRACTOR TO GROUT TO AA 4-' ,,;, INLET PIPE#2 * �,,q M P� c FINISHED GRADE ,.. "-% N^ 1•AL OUTLET PIPE ; ON GRADE RIM ELEVATION 1 • • 3" MIN CLEARANCE � EXPIRES: 12/31/ Q RING/RISERS ANTI-FLOTATION BALLAST WIDTH HEIGHT ON OPENED < < _ .� .:, �__ . OS&Y VALVE\;3------ ------ L �/4 FRAME AND COVER NOTES/SPECIALREQUIREMENTS: MEGA FLG OR EQUAL \�'��' ,//,./� ,INLINE CHECK VALVE Harper (DIAMETER VARIES) ,/ cn "• ••PER ENGINEER OF RECORD N.T.S. I� � lip �y Houf Peterson R CONTRACTOR TO INSTALL -- bli - _aHJ1 --- m a Ri hellis Inc. a, U RODENT g o FLOATABLESBAFFCONCRETE BALLAST 3 CU. YD, i STAN DON" i ---------------- MIN. ---- -- _-._--^ SCREEN t N IhEERS•iCDS• S H 2S a o MIN. WHERE FLOODING OR � P . > ! �/ LANL' ChFfl RR( }+i =�. SUr;e" ? S - hI HIGH GROUNDWATER EXIST-- m 4 GENERAL NOTES (T� ) —�' DRAIN TO DAYLIGHT OR 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. o a _ 4' 2. DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. INSTALL SUMP PUMP U Imo' 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS CON TACT CITY FOR _-, LLC REPRESENTATIVE. www.ContechES.com ELEVATION O 0 Q PUMP SPECIFICATIONS I w U 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS XIII 111 I d - - ¢ DRAWING. lirillli, a 4 a5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING,ASSUMING EARTH COVER OF 0'-5'AND GROUNDWATER ELEVATION AT,OR BELOW,THE0 _ O > 15 in OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTOINLET PIPEo z w zM306 AND BE CAST WITH THE CONTECH LOGO. 12" MIN v t w 6- FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL „O ct m w BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 24 MAXo }__ .I _ , i 1=07. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq ft). FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM( _I ,J I z vI- INSTALLATION NOTES , OF DEVICE 0 alli i na I t 1. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE UTILITY VAULT OR EQUAL SILCO DOOR ; c. rii�� SIZE OR EQUAL SPECIFIED BY ENGINEER OF RECORD. WITH F.D.C. WITHOUT F.D.C. g 4411111111111111 gu 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE 4 676-WA 577-WA J-5AL (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 6 687-WA 676-WA J-5AL CO FILTER CARTRIDGE 4. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT INLET PIPF(S), 8 5106-LA 687-WA JD-3AL FLOW KIT- 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE 1111.1.E OUTLET SUMP HDPE OUTLET RISER 10 5106-LA 2106-LA JD-3AL OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES,CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED a SECTION A-A IN CUT LINE, COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. * CITY ENGINEER APPROVED EQUAL •-- 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. 0 Q CO NTE � CITYoBGON RE S. BY: NO SCALE EMGiNEERED SOLUTONS LLC SFMH48 oRFiGON THEODORE S. KYLE, P.E. ! Q StarmFllter www.ContechES.com STORMFILTERER pTM Q+a+! O ENGINEERING DIVISION DOUBLE CHECK DETECTOR LLII Dwc. No. i - - PUBLIC WORIfS DEPARTMENT ,, 9025 Centre Pointe Dr.,Suite 400, Wast Chester,OH 45069 ;STANDARD DETAIL TI S.W.47AiS.BLVD. VALVE ASSEMBLY 533 IS �� 800-33&1122 513-645-7000 513-645-7993 FAX '�'� VOICE:(503)63G9 44171ON 97223 JANUARY 2011 FAX (503)684-7297 APPROVAL DATE i•-• ce lict CL 4" wH1rE STRIPE a (TYP.) 24" O.C. I elesodo / (TYP.) ICli) NOTE \ SEE BUILDING PLANS FOR LOCATIONS. (gi " 10.5" - \ —2" (LANDSCAPE AREAS) R=5 \ 18" MAX. FLUSH (HARDSCAPED AREAS) I- U (PER PLAN) 4" WHITE h . FINISH GRADE J 2 - - J STRIPE (TYP.) s , .g: • \\/ \�� \� ( 2 _,. a � \, \„ GRAVITY BACKWATER i I LU 2 �_ 1 VALVE WITH RISER AND ii Z D COVER, BRAND NAME IZ cO NDS OR APPROVED Q WHITE TRAFFIC BUILDING N1- a EQUAL. MATERIAL ; W Ct I PAINT FOUNDATION SHALL BE ABS OR Ice CL Z Q O a:)5- ,! a , n • `v ' ' �h PVC, SIZE TO MATCH ' c1 = — � FOUNDATION DRAINM P- (T) 09 Q �\ ' PIPING (MIN. 4"). , a Q �V _ 1 :j\\/ \ CO < ° U cA1- ? � . �J i r Q; a( i MIN. 2% REVISIONS W t` — + ° ° Q .o I I SLOPE — p r PER PLAN (5' MIN)—•— :',` 4A � — D Sx H STRIPING NOTES: ', `,, ��' •�p� , ,,, --,A, •, = ALL PARKING LOT STRIPING SHALL BE PAINT. U :: ,,,., �~ ,---; ,� �,� �, '' FOUNDATION DRAIN FOUNDATION DRAIN -.4' '-.,-.!;1,•,, '�W, SYSTEM PER CONNECTION PIPING rt o TRAFFIC MARKING PAINT SHALL BE INDUSTRY STANDARD: ASSHTO M-248, TYPE 3F 9" ARCHITECTURAL PLANS (PER SPECS) z 3`'`Y CONNECT WITH WYE AT STRM MAIN ACCEPTABLE TRAFFIC PAINTS: NOTES: 2' (LOCATIONS AS I FULLER O'BRIEN: TRAFFIC LINE PAINT, 382-12 DETERMINED BY . SYMBOL AND PAINT SHALL MEET CURRENT A.D.A. ACCESSIBILITY I 0 GENERAL: TRU-TEST SUPREME ZONE MARKING PAINT, 1010 WHITE AND 1012 YELLOW GUIDELINE REQUIREMENTS. CONTRACTOR IN THE CHECKED BY: i PPG INDUSTRIES: PITTSBURG TRAFFIC AND ZONE MARKING PAINT 22 LINE, WHITE AND YELLOW 2. SYMBOL SHALL HAVE A BLUE BACKGROUND MEETING CURRENT FIELD) I ISSUE DATE: 08.21.2015 °I RODDA: TRAFFIC PAINT, WHITE 671 AND YELLOW 670 A.D.A. ACCESSIBILITY GUIDELINE REQUIREMENTS. PROJECT NO.: 1503004 SHERWIN WILLIAMS: WHITE B29 W1 AND YELLOW B29 Y2 FOUNDATION DRAIN AI N CONNEC TION ACCESSIBLE STALL STRIPING ACCESSIBLE PARKING SYMBOL WITH BACKWATER VALVE DETAILS aa. N.T.S N.T.S N.T.S. I— LU (/) L.0 C N I c- _ 1 f n M C5 • Ov a> I r I a 92 I 9 SERA 0. - - i ARCHITECTURE / / _ o URBAN DESIGN + PLANNING �' y r. ` E. t.-/----7f 11 1 FIRE ACCESS LANE AT TRAILHEAD o ; i INTERIOR DESIGN o - - — - - - - - - �- - - - -�-r- - - _ __ _ - - - - - - - - - � i 503.445.7372 \ \ y °6. / / ' ��( �- J J, 0 S�/I/� PORTLAND OREGON 97209 `` I O .... — �_ _ - i 1> // w www.i �L �^ - --j' -- - - - - - - S� k i + ;. // \ ~� + I __ T^�� \ \ �� F 503.445.7395 r ! NU c -z---, \-. _, !.' , • / iii. \i + �... ._E r •( E • i ` I \ j / SERAPDXCOM - �.. E: \\ I -pi." 7 • =no -- - .S. -� - 0 \ _ I o - ,17/ // O iii :. , \ 1i DN 0 14 14(ISSLU 1% ici \ 4� 36$0Y l� �' '. rI o e ' I ! A . ,y ( I 1 ---, K T,. ,'-' M \ c6 Owww• w� � � .� wrwi , , u61. 0wI0 / ,,_11_1 ,_J-- _____)-- ___—i I ' Q 4 • !' + �� bE ® ® BUILDING #2 ® 0 , +�FC16 1 -- _J I ®� e RETAIL RETAIL 0 s ,7 FC E7 FC C3 • ei C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 IUP i i 2r.,,,, / -- -- - I O IFWATER ( — csN ' , ' 4 0 ,_. __ . ,„,, _lb C = I=1 — , ,, \ M. ElLtwriinit7_. mini i ll-- ..i=i. 1 if • „ f z Oo m B ❑00 I�.J 0 i © M 0 •, , �� + eom iO .c.). , , ..,,/ ,, `� ® ) , , im y ' s .I BUILDING #1 SII; I 0I 6. l , C GI I ___y/ 1A r ( . i �11�r�1l�i I I 8 r 40 1, co r , , Ns,/, , .., i • DN DN DN DN oi _I —'- W 3 e n ` 2 1 `• l 21'.43/4 `i// I I -' -1 DN DN ELEC 4'-51! I Q I Wii ----2 rif MI I \mime•10111b•I I•1111 I.ini pti bo i�l WATER , ( 1 0 ' /-'--/ :--- z,----H - ''' - -/47 b �I I Burnham & Ash Apartments w f: LL1 ~ Addresses: I (i)I CC i' L W 0 zeliMCO Building 1:12850 SW Ash Avenue,Tigard,OR 97223 I.'.- ' I C I / 0 13 0 Building 2:12790 SW Ash Avenue,Tigard,OR 97223 I I Z o 0 Q © Q I p MO Building 2 Retail North: 12750 SW Ash Avenue,Tigard,OR 97223 _ UJ A116 — Ca a 04 C4 u ca 04 rr C4 c4 c4 c° ca ca ca ca 04 ca ca Ca 04 a c+ 04 C4 cz cz 02 C2 Cz C2 Qs' cz Cl; o 17, 2 �, , ii_ Z _ - p Building 2 Retail South: 12760 SW Ash Avenue,Tigard,OR 97223 I I W I , \ iJ b - , , I — Q I ---7 -1 - I ! ® 1 - Tax Lot Map&ID: 2S102AD 02800,02900,03000 I I 28'- r to/ ' � a� a� to t� a� I _ { 28 Zoning: Mixed Use Central Business District(MU CBD)with Station Area Overlay � I Ce � � T_____.).) Z . I I I 0 0 0 Q �I iia '42-i\—� CL C3 C3 C3 C3 C3 C3 C3 C3 C3 DC3 C9 -- C3 C3 03 C3 C3 C3 03 C3 C3 C3 C3 C3 C3 C3 '.C3 C3 C3 C8 03 C3 Cl Cl C' Cl Cl Cl C1 } ._ . ` I _ I. _ - ,. _, = . , , . i; - . ‘ , , i I ___ -- , \:, z ,,,,,,,,, ,--„ , , , /„ , ,,,,,,,,,,_ ,/ ,, -,• , ,„,, ,,, - - ,y. ,,,, - -7-, , :,: , _,,,,,„. r , !•/ „e Affigigre2 ,, ,_ . ,r',./himrre4eAs __Nifty.4witt 7- > . I'. _. _ I• 2W-0'MIN _ 10'-0' . / ) MIN : CK TO•NIXING. _ I I I CO 365'-6114" I I SITE PLAN01 a TN Oa 1" = 30'-0" J ,ra M Q VEHICLE PARKING - COUNTS VEHICLE PARKING NOTES LEGEND - SITE PLAN KEYNOTES - SITE PLAN GENERAL NOTES - SITE PLAN ~ Q STALL TYPE DESCRIPTOR COUNT - - 1 EXISTING PAD-MOUNTED PGE TRANSFORMERS(2) 2 1 PARKING SPACES(PER ZONING CODE,TABLE 18.765.2-FOOTNOTE#7): ;,,,,,,,,,,,;;-- A. SITE PLAN KEYNOTES APPLY TO SHEET A051 ONLY. ALL KEYNOTES MAY NOT OCCUR ON THIS r VEGETATED CORRIDOR IMPACT AREA 2 SUBMERSIBLE VAULT STYLE ELECTRICAL TRANSFORMER,SEE ELECTRICAL SHEET AND DO NOT APPLY TO ANY OTHER SHEETS EXCEPT THOSE NOTED. i_ Z COMPACT 1 (C1) 3217 00 PARKING SPACE:8'-0"x 13'-6"-90 deg(Compact 1 with 8 1 PARKING SPACE PER DWELLING UNIT: 165 UNITS X 1 SPACE_ I 3 EMERGENCY VEHICLE HAMMER HEAD TURNAROUND PER TVF&R GUIDELINES W _overhang) 165 SPACES REQUIRED,168 PROVIDED 4 (E)BUILDING ON ADJACENT PROPERTY WITH FIRE WALL SEPARATION AND PARAPET CAP B. PLEASE NOTE THE ARCHITECTURAL REFERENCE ELEVATIONS FOR EACH BUILDING: Z O �S COMPACT 2(C2) 3217 00 PARKING SPACE:8'-0"x 16'-6"-90 deg(Compact 2) 16 o VEGETATED CORRIDOR MITIGATION AREA(NATIVE PLANTINGS,NO ACCESS) 5 ENLARGED TREE ISLAND TO ACCOMMODATE PRESERVED TREE,SEE LANDSCAPE PLANS FOR BUILDING 1, 100'-0"=153.60'ON SURVEY AND CIVIL DOCUMENTS. -STANDARD SPACES(50%OF SPACES):8'-6"(W)x 18'-6"(D) COMPACT 3(C3) 3217 00 PARKING SPACE:8'-6"x 13'-0"-90 deg(Compact 3 with 31 -COMPACT SPACES 50%OF SPACES):VARIES IN SIZE,SEE PARKING SCHEDULE " FOR BUILDING 2, 100'-0"=155.02'ON SURVEY AND CIVIL DOCUMENTS. Ce LLI CC ( ) 6 6'-0 TALL DOUBLE-SIDE CEDAR FENCE(WALL)TO ACT AS SCREENING � overhang) V , 7 (E)STREET LIGHTING TYP C. REFERENCE CIVIL AND LANDSCAPE DRAWINGS FOR ADDITIONAL SITEWORK INFORMATION. Q O ACCESSIBLECOMPACT 4(�) 32 17 00 PARKING SPACE:3217 00 PARKING SPACE:8'6"x 18'6" 0 deg(accessibly 1mpact 4) 7 ACCESSIBLE PARKING SPACES(PER OSSC,SECTION 1106.2): ,' / / STORMWATER SWALE,SEE CIVIL 8 STREET LIGHTING TYP,SEE CIVIL PFI DESIGN PACKAGEM D 2 d STANDARD 321700 PARKING SPACE:8'-0"x 18'-6"-90 de standard 52 144 SPACES x.02-2.88 SPACES= _ 9 FIRE HYDRANT,SEE CIVIL D. WORK IN THE RIGHT OF WAY IS SHOWN FOR REFERENCE ONLY. REFER TO SEPARATE PUBLIC W Q Q g(standard) FACILITIES IMPROVEMENT DRAWINGS FOR MORE INFORMATION. En C'")3 ACCESSIBLE PARKING SPACES REQUIRED(1 VAN ACCESSIBLE) 10 (E)RIGHT-OF-WAY STORMWATER FACILITY — PRIVATE GARAGE 32 17 00 PARKING SPACE:9"x 20'-0"-90 deg(private garage) 8 EXISTING STORMWATER FACILITY 11 WETLAND BOUNDARY,SEE PACIFIC HABITAT NRA 0-11.1 1 ~ ci VAN ACCESSIBLE 3217 00 PARKING SPACE:9'-0"x 18'-6"-90 deg(accessible) 2 - BUILDING 2: o E. SEE SHEET A052 FOR SITE LIGHTING Z 12 EXCESSIVE SLOPE AREA>25%,SEE PACIFIC HABITAT NRA 1 145 24 SPACES x.02=.48 SPACES= REVISIONS 2 1 ACCESSIBLE PARKING SPACE REQUIRED(1 VAN ACCESSIBLE) FANNO CREEK TRAILHEAD,TBD 13 BARRICADE AT TERMINATION OF RIGHT-OF-WAY,SEE CIVIL F. REPLANT ANY FORMERLY IMPERVIOUS AREAS BEYOND THE ADJUSTED SOUTHERN PROPERTY tt \ 14 ON-STREET BIKE PARKING,SEE LANDSCAPE BOUNDARY THAT BORDERS FANNO CREEK WETLAND AREA AND THE VEGETATED CORRIDOR TO A PERMIT REVISIONS 08.04.2015 COMPACT 3(C3) 3217 00 PARKING SPACE:8'-6"x 13'-6"-90 deg(Compact 3 with 17 CLEAN WATER SERVICES STANDARDS,SEE LANDSCAPE FOR ARRANGEMENT AND DETAILS 2 INTERIM SET 10.20.2015 Uoverhang) -ACCESSIBLE SPACES:9'-0"(W)x 16'-0"(D)x 7'-0"(H)W/6'ACCESS AISLE(OSSC 1101.2.2.7) 15 2 HEAD POLE AREA LIGHTING,SEE A052 EXTERIOR LIGHTING PLAN ~ijj STANDARD 32 17 00 PARKING SPACE:8'-6"x 18'-6"-90 deg(standard) 6 -VAN ACCESSIBLE SPACES:9'-0"(W)x 16'-0"(D)x 8'-0"(H)W/8'ACCESS AISLE(OSSC 1101.2.2.8) - - EXISTING PROPERY LINE 16 PATHWAY,SEE LANDSCAPE 3 CONFORMED SET 11.04.2015 17 VEGETATED CORRIDOR SEPARATION FENCE,SEE LANDSCAPE VAN ACCESSIBLE 32 17 00 PARKING SPACE:9'-0"x 18'-6"-90 deg(accessible) 1 LOADING SPACES(PER ZONING CODE,SECTION 18.765.080) Q 2 24 NO LOADING SPACES REQUIRED 18 BUILDING CANOPY,SEE ARCHITECTURAL ELEVATIONS z zo Grand total 169 - - PROPOSED PROPERY LINE ADJUSTMENT,TO BE FINALIZED VIA SEPARATE 19 HORIZONTAL STANDPIPE CONNECTION,SEE FIRE PROTECTION Q LOT LINE ADJUSTMENT(LLA) 20 ASPHALT FIRE LANE WITH GRAVEL SHOULDER(S),CAPABLE OF SUPPORTING NO LESS 12,500 Z POUNDS POINT LOAD(WHEEL LOAD)AND 75,000 POUNDS LIVE LOAD(GROSS VEHICLE co 0 ( - — — — - 100-YEAR FLOOD PLAIN BOUNDARY WEIGHT) 0 21 FIRE DEPARTMENT CONNECTION(FDC) CHECKED BY: CK 22 EDGE OF EXISTING PAVED PATH Lu VEGETATED CORRIDOR BOUNDARY,SEE PACIFIC HABITAT NRA ISSUE DATE: 10.29.2015 23 "NO PARKING"SIGN,PAINT ADJACENT CURBS RED PER FIRE MARSHAL REQUIREMENTS PROJECT NO.: 1503004 (— BICYCLE PARKING - COUNTS 24 FACE OF BUILDING ABOVE 2 RACK STYLE BICYCLE COUNT BUILDING FACE,BALCONY,OR CANOPY ABOVE 25 BOLLARD-SEE STRUCTURAL i 26 PARKING STALL-REFER TO PARKING SCHEDULE FOR SIZE OF STALL. DO NOT ACTUALLY U-I 1 STRIPE"C#"DESIGNATION,THESE IDENTIFIERS ARE FOR CONSTRUCTION REFERENCE ONLY CL a DERO HOOP RACK 18 27 NWN GAS METER,SEE CIVIL AND PLUMBING SARIS 6006 W/LOCK BAR @ 1'-0" 118 28 ORNAMENTAL FENCE,5-0"HEIGHT,SEE LANDSCAPE FOR DETAILING AND PLANTINGS f u 2 136 PLANNED FOR THIS AREA SITE PLAN o O DERO HOOP RACK 6 W rn SARIS 6006 W/LOCK BAR @ 1'-0" 37 �_ 0 43 A051 Cn Grand total 179 20 ( 19 ) ( 8 ) ( 17 ) 0:-T16) ( 15 0-721., (1:3--__L (Ti) 0 • Y _71 Y Y Y Y 0) ,� PROPERTY LINE ' QS O Q) ®nP. j C c Q } U I �- O O U O cI --� 2 r 1 ® 23 27 30 - ® 45_ j A. Qj-I 1 r r Fci -0cZcO5CLS -0 FOUNDATION PLAN NOTES (INCLUDED FOR REFERENCE ONLYJ: I I _ I _CPF 1,.. I fi0I 0 _ I 03 r I 03 rr - OOCIz0'"I 1. REFER TO SHEETS S001 &S002 FOR GENERAL STRUCTURAL NOTES I ® I } OU OAND SHEET S003 FOR SYMBOLS &ABBREVIATIONS. i O O O 0 ' 20 -1 zs 0 --0 j ' I 52 O c>s c N - 13 I------I I L_ E LL �'•_ _c p _ -O _! r--I----I r r i1 •2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. i10.6'1 L pp ~ �_ NI I ® 24 ro313847U CC '6Sl uld JO cC(' 01 12 3. TOP OF FOOTING ELEVATIONS ARE 1'-6" BELOW LOWEST ! ! ! ma 46 r p ~ - - 721E STAIR.Io O (n iSURROUNDING TOP OF CONCREI-E OR FINISH GRADE, I i I I 92 CPT 1O - >,B 3r WHICHEVER IS LOWER, U.O.N. BY PLAN NOTE 5. I O '—O j i - _ 1 S501 AT OAT (150-142/2'-10'� ss ® C`3 •� p 9.5'I 7 10 1 -r-- nP. ( i SHEAR BEARING Q c E Q w (I) a. �' 4. X INDICATES SPREAD OR STRIP FOOTING TYPE, 1 zs 3z 3s WALLS WALLS CD O E U O 14 i-�r 21 LOJ 29 LO ®. LO ! U.O.N. - U.O.N. > U »— REFER TO FOOTING SCHEDULES 3A&3B/S501. 1 17 `____[_- 0 > - 0) 0) 0 c o '-' I }- -, IJ L J i -� c,3 c U - U O caT 64d 5. (XX.XX') INDICATES TOP OF FOOTING ELEVATION; O j _ i _- L I41) 1 126 I �-��- ,1 tt- TO — - 1 — 51 -I I - • -- B. c E '§ -, c P L O LL 2 -- L--� I O ® j �- --_® I as 0-_c L --_ I O U _Q O ;.�. s4Cr WHERE NOT NOTED,SEE NOTE 3. TYPO 7 j 1 I r,��1 ir-AukI I I I I I I I I I 1 Ij I �_ as U 1 U.O.N. 01 _ I ! I t 8 1 1 1 ® I I I I ! I I II I I 'O -0 '_ N F- 3 I L_J I -FL--- •-� I I I I I ! I I I I! 5'-0.. ' -92") O c O - O 6. S----S INDICATES APPROXIMATE LOCATION OF STEP IN O r____J L' __15' 0"_J _ L---� L____�_� _1 L_____1 U J L__0__1 I L 4 y 1 1_ Ip a) i CU p -0"`"(At c C N FOOTING A NECESSARY, REFER TO 501. i I �n �� 00 0 ! � � > LL - O a-..._. I ------------ -_1_1---- ��`` --------�- ,__ --- �'!/`' vu' 619!' vi`' ( > c .; t t 4 7. �� INDICATES WOOD STRUCTURAL WALL WITH - - - - ___. �-_ _-___.. .-,_-- -_- - __+----+--____.._ -_- -_- -___- HZ 0 - (--) U Ni 0 1511) L_ O STUDS AS FOLLOWS. © s _15.-0". i c 'i J 1 c7L 0- 0 0 0 0 4:1) a cs) 01 ,0 -0- 0 rn o , r_r----, r --------� f i r- IL T----� ----r-- T r I- 1 E). / ) cis c2 0 U O E ' L_® ,2'-,0 1/2" 12'-8 1/16" 12'-8 1/16" b s'-8" I s'-8" I -� -r �� I -1 I, s 91 Lm— 98 O I 1 I 0 i P� a � �1® i ® ® ® O ® I -\4D i®i I �\O� -f6 N I I 0 L_J J O B d LeccN-3 021 BORING (A). 171 e+ a _ r--- Gj \`. ts' N_ $1 um.'& CONE PENETROMETER 113 101 n 0 T 111 nP. ® ro L®I ® �� CV W V Z �C Z O 7'-10 ,/2"%7' 10 1/2"/ 12' , 1/2" 12' , 1/2" j a Q L_J O 0_ Q = co .i% 12.01 NFL-I-tho s& O L o) U.O.N. I Z C') 5(TF PLAN 8ASFD ON DRAWIf1G Pitt-ABM BY r 1 Fl PRAT R w STA MTDE&Fi Etk PLANT 0 so loo CAPSTONE PARTNERS,LLC,FEBRUARY 19,2015 �' 42—.Q 1 . 11 C+- j - -\ 0 I- i_--L----J L J Et_LI \411:, © - _ 00 FEF Lao ,rni IscatE w 7I -1 -\ 0 alh Illif ® mar 2 O (lJ j I 1 ( I r r . (�� { SLC/ W i I 1 I I O 12'-7 5/16" 12'-7 5/16" 8'_6" /° 1 d L ; J L--__� I ft L J J L _ s �� Jl , X vW --17-1 _. - 1 / I r--� ® -- - - - -- � W �__—� ro� ___ 107 �® ® ` L- l I ` r - -- - - - a t t I 1`1 I ® 1 I ® I " L t �T , III L__J O O < I b T © -I T.O.SOG I AIN I B-3 I - 5501 i EL:100.00' �\ 142 6 i (138/15.5) I 1 5501 M t0 -I- ------------------------ -®---- -----'- -----TYP. ------ ------------� N 29 ( 28 ( 27 26) 25 24 23 ) 22) 21 ) ( 20 19 18 17 __ -0").. 15 ( 14 ) `�TYR ©-1 " 13 ( 12 ) ® Q `o —1-1 �' Y Y �' Y Y `I' 'r 0 _ 0 I -r- I I 1AILA 1 I Y a o0 i i i i i i i • T T i i I I I I 10 I 1 ! L_ J L__J I I 0it 1p Ct I I I I I I I I I I I ssol nP I ® I © i CO I I I I I I I I I 1 'V L_t I I A► I O in.)- ! I I I I I I I I I I I I I I I 1 I 1 1 10 I I in I --�_-- _ ---_-_-_----_-_-_---_- _-_ I MATCHLINE-REFER TOSHEETS111 ! ! i L 5501 nP MATCHLINE-REFER TO SHEET SIII _ -/G--) 0 7 0 - I I I ! ! I I 1 N M 1 I MATCHLINE-REFER TO SHEET S113 i 10 1 I MATCHLINE-REFER T SHEET S113 `i y m X ssol B-3 '^ I- J i i i ! ! i i i I w i 550, ! 1 N N I I I rYP. r- I nP. I y w (142.5/11' J I I o I I I I I I 1 I I I I • iI ® Ir__1 L 150 ) Q W = I I I I I I I I LL LL I Z I I I I I I I I I I ! ! In 1 0 1 Amk 1 + I I `O I I I I I I ! 1 �I -,-,' 170- L__J Nip ]]� I t o I I I I I I I I r J J L I © nP. w S (J] I I NR I I I I ! I U U 1 ! ! Co ("1 I I I I I ! I ! ! ! Q a I I I � y1 � � I I I I I I I I I I ®i w = ' 1 ! ! PROPERlY LINE I I I ! I ! 1 .48 TYP. J I I I 10 I / 6 / CI U.O.N. a I 4 12'-0 9/16" \ S501 —1, ! -- ,, O 1 y 9' S 1 a° y jl 10'7 3/8" 15'-0" 8'-1 7/8" < O C- ®_17 r AD TYP. 6 —� ® 0____0 r ®' CD _ � 1- - > cry LLI CI ! ®� -156,- --� -® -� 0 -�-_ ® 1 -7_1___=;s1-_-----_71j_� .. -- 1 L T - ®_I�— 11 ®��® 1---- I 210 41) U) In r I ,, / , r12 0 9/I6"( i 1- Niv ---- I F - - T 7 I I r r I r - I 'j I 1 + I I I 14'-7 7/8" A ::14- 7/8"7 _ II j j i j 1 ♦ I ♦ j I :1 yF I nP.Ar ♦! CD _ N ® 164 ® ® ® SOI ® ® I BEARING 01 ® ® --- (209 \I® nP.AT WALLS o �h J _ _ _ nP. ® I r T 1 �^�I TYP.AT nP.U.O.N.©0 13'-1 13/16" 13'-1 13/16" ® ® - LJ` ® wnLLSOT.O.SOG u.O.N- .O I T�LAT T� A 0 1 ao 00 ro '� I '� y''� '� il;'—v) EL:99.00' ! Q2 SHEAR _ ' ® I ' - , Qk1y r ® o J �T,®/ - I �I// I ' I ® n UOLN STAIR IN U S� 11 ! ®14, 10'-7 9/16' 10'-7 9/16' I oo r o 2 T.O.S.O.G. o I L®JO 1 I ( I P. - - ti -----ICP CID 0 O - •. - I - I '-F. .O.N. ! �EL 99.50, r - - - ... ®I nP. r-, L , T.O.SOG I \ I rl T.O.SOG T.O.SO d \1 ® -�-� ®____-� I®I nP. �� 1 T.O,SOG -'� 154 I rn rn I o, I • \ 0 �I ® I 0 A I 0 j I EL:98.50' ® EL:99.00 A1 ® I ® ® p---- „-� I I{ J '- r- I I I I I I 1 I 0 oS 0 EL:t oo.00' 1 I --L--�-- J L__ I I 1 1 1 + L_� I7 , ! \I® eLu L� 1__T7 L_ --L-__ /-�- L- -� -- 12' 10 1/4" ®1 ® ® ---� L ._-� ---- 1 1 I 1 -®� I I 1 O CC 1 �I 1 _ 1____ L_ J 1 J I 1 1- 1 L L J 1, L--"'---J_ _J �- 7 I I 13'-3 1/16" 13'-3 1/16" ® I 12 10 1 4' - 1 T 1 1 I L-- I 1 F I I �1i� �J n� - - - - I I I C __I L I dlJln e%!/a I -1 1 I ! I 244 245 eo 246 247 48- 20 • (25 4- ® 1 254 1 _® J L _ J 257—�® �1 J-_-- ---- -® ® e711n •230,ap.. 235 - I ®i -L T - N - (263- U.O.N. 1 L ®_- L ..� � .. 2 1 1 ✓- (2 1 _ 2 � CD 0� 301 ---- 1 1 $-'oI Y1. �Y- 1 , N311 lip elL1 --r . 0 EL:99.50' ® —_ - Za7 ® ® ® L. , ® J J ® 20 CD 0 LOB I I 13'7 13 16" , 13'-7 16" T _, - j-n- I i- O -t- I 1 I J� .�' 7 1 13'-7 13/16" '.,48 \ o r----- 7 / / //,�I y I 0 I 13' I —1 '�" T.O.SOG T.O.SOG T. S.O.G. 1 T.O.S.O G. S501 L® I ( rll 11 1� E0' / 1 E9900 �EL:99.00' TY P. 00 0 8'-6 3/4" 8'-6 3/4" I 13'-0" I I I STAIR 1E I 1 I I nF 01 `/ 0 1---- F.- TYP I I 1 I .® L OA - J L_J OP. O CD I i ! ._, _,,,_ O 0 ii ,„ 12'-5 /8" r-- BARING WALLS 1 0 ` 13-0 1I I 5 1 1iI I.\ O I® L I> 5301 i A. Z , L OI7 I(136/ 7.5) TYPBELOW GLB • I ® * ~' 9 10'-3" I IW <( LLI L ', '� J I I i � Ssol TYP. ® 0 2aa I i I 1 ! I J ® A. 0I i O i ® O 0 0 Oi O A. O i O iEt I 8'-0" 15 02 f ®Q I O I ® I ©� CD I ® i O i e 340 i 341 264) 343344 345 © sTS I 347 L J L _L -, W CL t -- . 12'-6 1%8..---- - -- -- -) ----------t- nP. r--- -r----------j-------- -- - - -- - nP. I ® e W Cc / I I I I I I I I I ^ s 1s" 1 I 0Et v J 'I H M E E 5501 Z W nP. SPREAD FOOTING SCHEDULE .6 6 — Q Q T • y MARK PLAN DIMENSION THICKNESS Z Z Z vr J CC O 0 a ald 3'-3"x 3'-3" 1'-0" a W •4 a © 4'-0"x 4'-0" 1'-3" NOTES AND SYMBOL KEY F. °6r 1• THIS GEORAM® ENGINEERED AGGREGATE PIER PLAN CONSTITUTES A PORTION OF 5. INDICATES DEAD LOAD + LIVE LOAD /N kips (NOT APPLICABLE THIS 13- SITE GRADE AT TIME OF GEOTECHNICAL EXPLORATION = ELEV. 150' TO 152' PER 0 © 6'-3"x 6'-3" l'-6" THE PROPRIETARY DESIGN-BUILD SCOPE OF GEOTECH FOUNDATION COMPANY- PROJECT; SEE FOOTING SCHEDULE, PROVIDED BY CATENA). GEOTECHNICAL REPORT, DATED APRIL 15, 2015, BY GEODES/GN INC.; PROJECT A WEST GTFC-WEST) IT IS PREDICATED ON THE INSTALLATION EQUIPMENT METHODS DATUM 100'-0" = 153.60'MSL PER SHEET C2.0 BY HHPR). .42gcC 611 ( 6. INDICATES DEAD LOAD + LIVE LOAD + SEISMIC IN kips (NOT W Q STRIP FOOTING SCHEDULE (INCLUDING HIGH ENERGY VERTICAL RAMMING), PROPRIETARY QUALITY CONTROL, APPLICABLE THIS PROJECT). 14. ALL PIER DRILL DEPTHS TO EXTEND TO AT LEAST 6' BELOW BOTTOM-OF-FOOTING 11 11 . MAXIMUM AND ENGINEERS' OVERSIGHT AS PROVIDED BY GTFC-WEST OR ITS SPECIFICALLY DELEGATED REPRESENTATIVES. THEREFORE, THIS PLAN SHALL NOT BE USED BY 7• Q INDICATES ESTIMATED NET UPLIFT/N kips (NOT APPLICABLE THIS AND TO PENETRATE FILL AS IDENTIFIED IN THE GEOTECHNICAL INVESTIGATIONS TO MARK WIDTH THICKNESS SPACING ANY COMPANY OTHER THAN GTFC-WEST FOR ANY PURPOSE WHATSOEVER. 1A PROJECT). DEPTHS OF 10.5' TO 17.5'. 0 'W' IT' MAXIMUM (FREE SPAN 19 LOAD LOCATION + IMP 2, THE SOLE PURPOSE OF THIS DRAWING IS TO INDICATE THE LOCATIONS, 8• INDICATES PIER LAYOUT NUMBER (SEE SHEET G2.00), 15. 1_1_6 �-- INDICATES APPROXIMATE LOCATION OF GEOTECHNICAL EXPLORATION. W ROV ED) ORIENTATION, AND OTHER INFORMATION PERTINENT TO THE INSTALLATION OF THIS I 3'0" I' r '_ 9. INDICATES MINIMUM PIER DRILL DEPTH BELOW 0 < CO 0 4.1 KLF INT. BRG G 5 +8 -13 ENGINEERED AGGREGATE PIER SYSTEM. ALL OTHER INFORMATION IS FROM SHEET S111, S112, AND S113, DATED 9/28/2015, BY CATENA CONSULTING ENGINEERING, BOTTOM-OF-FOOTING ELEVATION. 16. B-1 = INDICATES EXPLORATION REFERENCE NUMBER. DATE: 10/12/2015 0 4'-0" 2'-' 4.4 KLF INT. SHEAR 7'+8'=15' PORTLAND, OREGON. 10. r INDICATES 30"PIER DRILL DIAMETER FOR FOUNDATION SUPPORT. (62.5 / 151) REVISED: 17. INDICATES APPROXIMATE ELEVATION/DEPTH BELOW FINISH FLOOR OF RESUBMIT: 3. THE DESIGNER OF THE ENGINEERED AGGREGATE PIER SYSTEM HAS RELIED ON 11. INDICATES PIER REFERENCE NUMBER. FILL/NATIVE STRATUM INTERFACE (NATIVE SM) AND BOTTOM-OF-PIER. PERMIT SET: 0 3'-0' 2' D' 3.7 KLF EXT. BRG 7'+8'=15' GEOTECHNICAL DATA AND STRUCTURAL LOADING INFORMATION PROVIDED BY - - OTHERS. NOTWITHSTANDING ANY CONTRACTUAL OR OTHER PROVISIONS GTFC-W 4-0 3' HAS NO RESPONSIBILITY TO DETERMINE THE COMPLETENESS OR ACCURACY OF THE 12. 0 HATCH INDICATES 4'PIER FOR SEISMIC BEARING CAPACITY AT SHEARWALL DRAWN BY: JJG ELG 0 3 0 2'r. - - _ LE:INFORMATION PROVIDED. ENDS/HOLDDOWNS. APPAPPROVED BY: 5/64"=JJG 4. REFER TO SHEET G2.00 FOR SPECIFICATIONS AND DIMENSIONING OF THE 1 1'-8" 1'-0° — ENGINEERED AGGREGATE PIER LAYOUTS. ALL LAYOUTS CENTERED BENEATH o .' 2,. 06, O D FOOTINGS U.N.O. G1 0 Copyright 2014 Geo Tech Foundation Company-West u7 0 cn >, 9 REQUIREMENTS FOR STRUCTURAL FILL PLACED o IT,'; C Co -E 011 NOTES = > o a) OVER ENGINEERED AGGREGATE PIERS _c C a 0 w �-- O O O 0,._ C 1. All Engineered Aggregate Piers to have minimum 30-inch drill diameter, U.N.O. � cts2 2 0.) c _o c E -F5 2. Allowable individual pier-cell capacity = 125 kips for piers beneath spread footings. Applies to gravity dead plus permanently and/or frequently applied live - C 0 o 0 C O loads, and may be increased by 1/3 to include seismic. Bottom of Footing or Floor Slab On-Grade ® O cti �, C C,-- 3. No piers designated for tension loadingthis project. y: :..'"'".`.::;. s .. . ;' a) " m ( 0 4. Allowable design bearing pressure for reinforced soil strength = 5000 pounds per square foot for gravity dead plus permanently and/or frequently applied live \`-`- ,--.,-,::•:...:-:-...,.../ 00 "E_ (n appliededgepressures ;,\::.;:-:-- ::.s..,,./;.. '> a ,. c loads. A 1/3 increase maybe to include due to wind and/or seismic. O t • 1 C _c >, (II ct5 •� C C 5. For lateral force resistance, minimum average allowable coefficient of friction provided by pier-reinforced soils beneath entire spread footing area = 0.55. 1'-6"minimum • • , C3 tu .� S -o .~ ° ° ° 6. Structural loads to be supported by pier-reinforced soil are noted on sheet G1.0x. �, o E a w °' Q -'' Structural fill should consist of 3/4" a) cn O E `� - Ct 7. All piers to have minimum drill depots as designated on sheet G1.Ox, U.N.O. �--. o .� C or 1"minus crushed rock 0) O C �_ = 8. Engineered Aggregate Pier installer may adjust pier locations in the field as needed to accommodate field conditions. The pier designer shall approve conforming to the State DOT I C •C C� .- o C " O C E ._ •a� C � a> u_ adjustments of more than 6" horizontally in any direction. requirements for base aggregate, O co .Q 0 m 4- Q_c 9. U.N.O., the pier reinforcement design does not address liquefaction or other potential seismic hazards. compacted to at least 95%of 0 - .� -- a� U maximum density as defined by '- 10. U.N.O., the pier reinforcement design is intended to provide settlement control of the structure foundations due to the design static loads only. v, coc o Cl)m 0 ASTM D1557. (Alternatively, on D -o 2 D a) O C 0 11. U.N.O., for large areal loads (such as site fills and/or heavily loaded slabs/mats) where the depth of stress influence exceeds the pier-reinforced depth, the approval of the pier designer, lean li 2 . a. o C'� pier design is intended to control settlement within the pier-reinforced depth only. Settlements caused by fills placed prior to pier installation should be concrete may be substituted on a �, a .0 w 0 03 monitored by the project Geotechnical Engineer-of-Record and should have reached completion before commencement of pier installation. It is not the J case-by-case basis.) U o.0 .t o, responsibility of GeoTech Foundation Company - West (GTFC-W) to confirm that this condition has been met prior to pier installation. a�°.1 �, i_ 0 c c� E 12. The benefits of lateral soil stress increase and resultant footing settlement performance may be significantly diminished by nearby, temporary excavations 0 as 0 o CD o-c oo E • (see Detail #2) and/or movement of retaining walls within a 15-foot horizontal distance (see Detail #4) that occur after installation of the aggregate piers. • 2'-6" • 13. Notwithstanding any contractual or other provision, GTFC-W has no responsibility to determine the subsurface conditions at the site, and has relied upon the DETAIL #1 project geotechnical investigation report by GeoDesign (Portland, Oregon), dated March 6, 2015 as solely representing subsurface conditions at the location ,`) . , --(1, '` where the foundation system is to be installed and to the depths of stress influence from the planned foundations. The Geotechnical Engineer-of-Record is eco �Q- \ e �� o responsible for confirming, during pier construction, that subsurface conditions revealed in the pier cavities are generally as expected from their various o a ` = o 0 N geotechnical explorations. However, this shall not relieve GTFC-W of Quality Control responsibility for the pier installation, nor from responsibility for design Cr � ` w - ° o CLEARANCES FOR TEMPORARY UTILITY TRENCH EXCAVATIONS r modifications needed in the event that the Geotechnical Engineer-of-Record advises GTFC-W that subsurface conditions vary from those indicated by the o o U >- MADE ADJACENT TO PREVIOUSLY CONSTRUCTED ENGINEERED X11 2 v 4- �� 6 geotechnical explorations. w PIER LAYOUT #1-A AGGREGATE PIERS sect ,s,, - 30" DIAMETER PIER 14. It is not the responsibility of GTFC-W to confirm that work done after pier installation (such as trenching, excavation, elevator casing installation, footing ,s,, ` X excavation, and footing bottom protection) satisfies the requirements outlined in the Specification and Details presented hereon. w 15. U.N.O., the aggregate pier reinforcement system may not mitigate the potential for hydro-collapse or expansion of the matrix soil, if such is identified in the 1'(min) project geotechnical report as being a potential issue. While the Engineered Aggregate Pier elements themselves are not subject to collapse or swell, if the matrix soils are prone to these effects (per the geotechnical report) then appropriate precautions should be taken to minimize the exposure of the soils to water infiltration, per conventional practice and as recommended by the project Geotechnical Engineer. 3'Maximum* r• On approval of pier designer on M 0 16. The pier design presented on these drawings is copyrighted by GeoTech Foundation Company - West and is not applicable in any way to any other soil 4 a case-by-case basis. ) N ❑ reinforcement system. Use of this design in any way for any system other than that designed and constructed by GTFC-W is an express violation of U.S. Engineered Aggregate Pier I ® ZQ rn 4'Minimum copyright law. Installed prior to making to a ca D - R LAY0 1S the adjacent Excavation SCALE Y4 =1 \_ Temporary Utility TrenchO O U ❑ p Excavation (made after pierw in ) constructio , , n O . m x s^ I: I- J L' SECTION 02360/31 34 30.13 Q M J_ ENGINEERED AGGREGATE PIERS NOTES0 151 Z W i (SOIL REINFORCEMENT AND FOUNDATION SYSTEM) 1. Trench side wall within at least 4'(horizontal)to 3 1 ❑ pier to be protected from caving and softening. k I0 N M PART 1 GENERAL 1.03 QUALITY CONTROL/QUALITY ASSURANCE (CONTINUED) 3.03 INSTALLATION I- 2. Trench backfill within at least 4'(horizontal)of Li. I- 1.01 WORK INCLUDED G. A Daily Aggregate Pier Progress Report shall be completed by the installer during each day of installation,and shall consist of the following: pier in all directions shall be compacted to at Z CIA. The locations,size, and spacing of aggregate pier elements are described on the appropriate drawings or details. Any modifications in size and least 90%of the maximum dry density as ‘ 11111111113115121 J a Date of installation and summaryof installation equipment and installationprocedures. spacing of the aggregate pier element layout shall be approved by the system designer. determined by the ASTM D1557 test procedure. rU Q k0 A. Provide all equipment, material, labor and supervision to design and install Engineered Aggregate Piers for the soil reinforcement. Design shall b)Pier location, length,and diameter. B. Should any obstruction,including but not limited to boulders,timber, concrete,asphalt, large roots etc., be.encountered which prevents placing W -ri rely on subsurface information presented in the project geotechnical report, and structural loading provided by the project Structural Engineer. rrl the elements to the required depth,or causes the aggregate pier to drift from the required location,the obstruction shall be removed by the B. Provide design submittal, including appropriate drawings and calculations,sealed by a Professional Engineer licensed in the state in which the c)Final elevations of the pier top and bottom. O W ❑ General Contractor. The excavation shall be backfilled by General Contractor with suitable materials and sufficiently compacted, in order to (A ill project is located. d)Documentation of any unusual subsurface conditions encountered. j/ continue with installation of the aggregate pier element. Piers may be terminated short of design depth on rock,gravel or other suitable C. Design engineer for the project shall be directly employed by the aggregate pier installer,and shall be readily available throughout project Design e)Soil and groundwater observations, if any. materials. Additional aggregate pier elements shall be installed when required by the presence of obstacles. Development and pier installation to address Requests For Information (RFI's). .- _ D. Installer's Design Engineer and Quality Control representative shall each have a minimum of 5 years of documented experience with engineered f) The results of any field Quality Control testing or deflection monitoring done. C. Special high-energy impact apparatus shall be used to construct the aggregate pier elements. Specially designed yammers per paragraph DETAIL #2 N 0_ aggregate piers constructed with high energy,vertical ramming of the type specified herein. H. ne designer of the aggregate pier system shall carry Errors and Omissions/Professional Liability Insurance with coverage of at least$2 Million. 1.03,6 of this specification shall be used. Approval of constructed pier lifts shall be based on observed vertical deflections per blow of the I. A calibrated dynamicpenetration test(ASTM STP 399)maybeperformed on representative aggregate elements as a supplement to rammer over the last several blows of ramming. Y Plbpierpp D. The bottom of the pier excavation shall be rammedprior to the placement of aggregate. If wet, soft or sensitive soils are present,open graded I,' 1.02 RELATED WORK BY OTHERS rammer deflection observations. A minimum of 15 blows per 1.75 inch vertical movement shall be the minimum average penetration resistance p 9 rw En of compacted,graded aggregate base course stone. On lifts of open graded aggregate,lower values may be approved by the system designs, aggregate shall be placed and rammed to stabilize the pier bottom and may serve as the initial pier lift. A. Prior to any pier installation,the Engineered Aggregate Pier installer shall be provided with written confirmation that settlement caused by any fill as appropriate. E. The center of each constructed aggregate pier element shall be within 6 inches of the design location,as located and staked in accordance with CLEARANCES FOR PLUMBING LINES AND RISERS placed on the site prior to pier installation has stopped. Such confirmation shall come from or be approved by the project Geotechnical Engineer. Article 1.02.A. Foundation elements installed outside of the above tolerance and deemed not to be acceptable, shall be either rebuilt or other 0 B. Layout of footings,mats,grade beams and staking of all aggregate pier locations prior to aggregate pier installation shall be the resp)nsibility of remedial measures taken as approved by the aggregate pier system designer. INSTALLED PRIOR TO CONSTRUCTION OF ADJACENT ( R the General Contractor. If layout and pier staking is not conducted by a licensed surveyor,then General Contractor shall assume full 1.04 REFERENCES F. Casing for elevator jack shafts located within 10 feet horizontally of any aggregate element shall be installed by others prior to aggregate pier ENGINEERED AGGREGATE PIERS Q `� responsibility. Information provided shall include existing ground surface elevations(±3")within 50 feet of each aggregate pier element. General installation,and shall be grouted in-place for the full length of the casing. 0 'J' Contractor shall assume full responsibility for any and all costs associated with piers that may be found later to have been mislocated or A. The publications listed below forma part of this specification to the extent referenced.The publications are referred to within the text by the ba:,;(; G. Acceptable constructed lift thickness shall be established by the aggregate pier designer and confirmed by the aggregate pier installer for eachCC constructed to the wrongelevation control. designation only. O lift installed. Maintain 1'minimum clearance C. All above and below ground utilities shall be located,clearly marked,and relocated as necessary prior to installation of aggregate pier elements. 1. ASTM D1143 Pile Load Test Procedures H. Required rammingtimeper lift,or acceptable terminal rammer deflectionper blow, shall be established bytheaggregate desi designer,and(if a D. Pier aggregate,if su lied orplaced bythe Owner's representatives or Contractors,shall beplaced within 50 feet of thepier construction area 2. ASTM D1194 Spread FootingLoad Test q P pier9 (edge of pipe to edge of pier) PP P P test pier is constructed)shall be consistent with the time or deflection criteria used for the test pier construction. N and in sufficient locations as to facilitate unhindered, continuous pier construction,determined in coordination with the aggregate pier installer. 3. ASTM D1557 Aggregate Densification Stake and Flag II 411 Q E. Removal of drill spoils from the site,and fugitive dust control are not included. 4. ASTM D1241 Aggregate Quality 3.04 AGGREGATE PIER ELEMENT MODULUS TESTING (NOT APPLICABLE THIS PROJECT) --A-- Centerline of Risers F. Foundation excavations to expose the tops of aggregate piers shall be made in a workmanlike manner,and shall be protected until concrete 5. ASTM STP 399 Dynamic Penetrometer Testing placement,with procedures and equipment best suited to(1)preventing softening of the matrix soil between and around aggregate piers prior to pouring structural concrete,and(2)achievingsuitable contact between the dense, undisturbed aggregate and the concrete footing. 6. ASTM D3689 Uplift Load Test A. When modulus tests on aggregate element(s)are included, shall be of the type and installed in a manner specified herein. Modulus mon P 9 pierspier theyPlumbing Riser Pipe with top Procedures that can be employed for the purpose of achieving these goals include but are not limited to(1)excavate using a smooth bucket,(2) test data shall be used by the aggregate pier system designer to confirm aggregate pier element design parameters for the project. /capped at least 6"below subgrade. prevent excavation below scheduled bottom-of-footingelevation, (3)place footingconcrete or suitable concrete seal mud mat")immediately1.05 SUBMITTALS B. Aggregate elements used for modulus testingwhich are located within tolerance andprovide a safe design capacity may, upon approval of (installed prior to pier) `� J ( pier 9 P YP PP .� `r J CD after footing excavation is made and approved. the aggregate pier system designer,be used in the finished work. Footing excavations shall be inspected by the project Geotechnical Engineer. The following criteria shall apply,and a written inspection report Engineered Aggregate Pier A. Make submittals in accordance with requirements of Division 1 and as specified in this section. C. Compressive load test procedures shall be conducted in general accordance with ASTM D1143 and D1194,as appropriate. A test pier shall be sealed by the project Geotechnical Engineer shall be furnished the aggregate pier installer confirming that: B. When load tests are required and authorized,the installer shall furnish within 5 workingdaysof the completion of the test, a report includinga loaded to 150 percent of the estimated element design pressure. Alternatively,at the discretion of the aggregate pier designer,the modulus test Constructed AFTER installation of a)water(which may have softened unconfined matrix soil between and around aggregate piers,and may have detrimental effects on the q p p maybe terminated when a modulus equal to 150percent of the modulus used in the design is achieved. (Ad acent Plumbin Pi es and Risers description of the installation,test data,and any changes in design parameters based on the load test results. The report shall be prepared by q 9 \ ) 9 P W supporting capability of the pier reinforced subgrade)has not been allowed to pond in any footing excavation at any time; or under the direct supervision of a registeredprofessional engineer experienced in modulus testing, performance and analysis of theaggregate D. The modulus test shall be conducted as follows: Plumbing Line b)all aggregate elements designed for each footinghave been exposed in the footingexcavation; p 9 9 p y (installedprior topier) pier9 PO shall be used as a guide to establishingload increments, load increment duration, load decrements,and c)immediatelyprior to footingconstruction,the tops all aggregate ex exposed in each footingexcavation have been inspected bythe pier system. 1. ASTM D1143 general test procedures PpiersP P C. A Daily Aggregate Pier Progress Report shall be furnished by the installer to the General Contractor. total applied load. Geotechnical Engineer and recompacted,as necessary,with mechanical(not vibratory)compaction equipment; and that the tops of any pier elements which may have been disturbed by footing excavation and related activity have been recompacted to a dry density equivalent to at 2.In order to evaluate bulging of the aggregate pier element itself under loading, the test pier shall be constructed in such a manner thatLe in 1..."""••• least 95%of the maximum dry density obtainable by the modified AASHTO compaction procedure(ASTM D1557); 1.06 DELIVERY,STORAGE,AND HANDLING deflections at both the bottom and top of the pier can be measured at each increment of loading. �- d)any structural fill placed between the tops of aggregate pier elements and the bottoms of foundations consists of the same quality and 3.With the exception of the load increment representing approximately 112% of the design maximum aggregate pier element stress, all load gradation material,or better,as used in constructing the piers;and that the fill has been compacted to a dry density equivalent to at least 95% A. Any materials ordered or delivered to the project site before approval will be at the aggregate pier installer's risk. increments shall be held fora minimum of 15 minutes, a maximum of 1 hour, and until the rate of deflection reduces to 0.01 inch per hour, or of the maximum dry density obtainable by the modified AASHTO compaction procedure(ASTM D1557);andless. W B. Deliver materials to project site in quantities and at times to assure conformity of activities with the installation schedule for the aggregate pier e)no excavations or drilled shafts have been made after installation of aggregate pier elements within a horizontal distance of 10'from the edge system. 4.The load increment which represents approximately 112%of the design maximum aggregate pier element stress shall be held for a minimum of any pier,without the written approval of the aggregate pier installer. of 15 minutes,a maximum of 4 hours,and until the rate of deflection reduces to 0.01 inch per hour,or less. NOTE:Backfill for plumbing lines and risers fora Z Z G. Failure to provide the above items,which are beyond the responsibility of the aggregate pier installer, may void any written or implied warranty on horizontal distance of at least 4'from the edges the performance of the aggregate pier system. 5.A seating load equal to 5 percent of the total load shall be applied to the loaded steel plate prior to application of load increments and prior to of the pier in all directions to be compacted to at IN < PART 2 PRODUCTS measurement of deflections to compensate for surficial disturbance. least 90%of the maximum dry density as 1.03 QUALITY CONTROL/QUALITY ASSURANCE 6.The test data shall be presented as a graph showing deflection of the pier top and bottom under each load increment. determined by the ASTM D1557 test procedure. 2.01 MATERIALS 7.At the design load,deflection measured at the top of the pier shall not exceed the design settlement for the aggregate pier reinforced soil zone, A. The installer of the aggregate pier system shall provide evidence of satisfactory experience with the design and installation of Aggregate Pier Soil and the ratio of bottom plate deflection to top plate deflection shall not exceed 0.25 unless specifically approved by the aggregate pier Z En CO Reinforcement systems,including examples of at least 3 previous projects for which the installer has supported comparable structural loads andA. Aggregate for the piers shall typically consist of materials that are in general conformance with gradation requirements for State DOT highway designer. DETAIL #3 CC - controlled settlement to the project tolerances. The design and installation shall be conducted and overseen by a registered professionalbase course and/or drainage materials,or as approved by the aggregate pier designer. Wet weather or soil conditions may require that the engineer employed by the installer. aggregate contain less than 5 percent fines(silt and clay particles passing the No.200 sieve). The aggregate pier system designer and installer 3.05 AGGREGATE PIER ELEMENT UPLIFT TESTING (NOT APPLICABLE THIS PROJECT) B. The installer of the aggregate pier system shall use exclusively high energy, low frequency vertical ramming to construct non-displacement piers. M shall make the determination of acceptable materials to be used in pier construction. 4 �J No vibratory energy shall be used in constructing the piers.The installer shall provide credible research data to confirm that the rammer design to B. A suitable washed,opengraded aggregate be used in wet conditions or as initial lifts where soft soils arepresent at the bottom of the oa be used for constructing the aggregate piers develops nearly full passive lateral pressure in the soil surrounding the aggregate pier fora distancep may A. When field uplift tests are performed on aggregate pier elements,ASTM D-3689-07 shall serve as a basis. Uplift deflections shall be measured CLEARANCES FOR PRE-EXISTING RETAINING WALLS, CONCRETE OR O aggregate pier. t the bottom of theaggregate ier element shaft and for steel late installed at the to of the element. Dial of at least 4 feet horizontally beyond the edge of the pier. for both the reaction plate installed aP P P C. Potable water or other suitable source shall be used to increase aggregate moisture content as needed for workability. Water shall be made CORRUGATED METAL PIPES AND OTHER STRUCTURES SENSITIVE TO C. The installer of the engineered aggregate pier system shall maintain Quality Control(QC)records during pier installation. This work shall be gages accurate to at least 0.001"shall be used and shall be supported on independent reference supported beams. Unloading shall be in at available on-site to the installer of theaggregate pier s stem for his use in moisture conditioningaggregate for com action,as needed. The 2 W L.J.J conducted under the supervision of a registered professional engineer. A testing agency or Geotechnical Engineer shall be retained by theyP least four equal decrements, if possible. LATERAL PRESSURE RESULTING FROM ENGINEERED AGGREGATE Architect/Owner for QualityAssurance(QA)services. need for moisture conditioning aggregate shall be made by the aggregate pier system installer based on workability and/or dust control;however, performanceupliftdesignparametersaggregate pierdesignedPIER CONSTRUCTION B. The followingprocedure shall be followed in of field tests to confirm for re ate elements moisture content of aggregate is not a requirement for pier acceptance. Q ...„,NHCC .....> D. The testing agency/Geotechnical Engineer providing QA services,shall monitor installation procedures relative to these specifications,and shall to resist seismic uplift,as required. confirm that subsurface conditions across the installation area as revealed by the pier drilling are in general agreement with the project 1.The pier shall be constructed in such a manner that deflections at each load increment can be measured for the top of the pier as well as the geotechnical explorations. bottom of the pier. 11 Z E. Prior to installing production piers,the aggregate pier designer shall establish the required energy output for the rammer and terminal PART 3 EXECUTION 1'(min) 3'(min) rammer-blow deflection criterion for the ramming of each lift. Rammer energy output shall be confirmed by the installer prior to construction of 2.Apply a seating load to the top plate not to exceed 5 kips. I r 0 production piers. Instrumentation used to confirm rammer-blow deflections shall be capable of recording to a precision of at least 0.001 inch per 3.01 INSPECTION 3.Zero dial gages following application of seating load. 11 C rammer stroke,and shall be capable of recording deflection accompanying each rammer blow. During pier lift construction, rammer-blow 4.Rapidly apply loads in approximately equal increments of at least 5 kips each, with a maximum of 8 increments between the seating load and �• deflections shall be monitored to confirm that the design deflection per rammer-blow is achieved. Rammer-blow deflection monitoring shall be 200 percent of the element design load. Record deflections at each load increment. •\ W W A. Examine areas and conditions under which aggregate elements are to be installed. performed randomly on installed piers to confirm that terminal rammer-blow deflections meet the established acceptance criterion. At thepier1 • B. NotifyGeneral Contractor of conditions detrimental to proper and timelycompletion of Work. 5.The final increment of loading shall be equal to at least 200 percent of the design load. • discretion of the aggregate pier designer, rammer blow deflection monitoring may negate the need for a static modulus test. P P P •\ F. The aggregate pier installer shall provide a certified quality control representative to observe the drilling and construction of all engineered C. Do not proceed with Work until unsatisfactory conditions have been corrected in an acceptable manner. 6. Unload to approximately 5 kips in 4 approximately equal increments,and record rebound for each increment. 1 •1 0 Cle CO CI) aggregate piers. Quality Control observations shall include confirmation that all aggregate lifts located 3 feet or more above the bottom of the pier 7.Repeat the load-unload cycle at least 3 times. have been constructed to the design criteria, as established by the aggregate pier design engineer. 3.02 PREPARATION DATE: 10/12/2015 C. For tests conducted to evaluate performance under sustained uplift conditions(such as hydrostatic),the loading procedure shall be generally as REVISED: A. The General Contractor shall locate and protect underground and above ground utilities,and other structures from damage during installation of described in B,above,except that only one load-unload cycle is required. Additionally,each load shall be maintained for a minimum of 10 the engineered aggregate pier system. minutes and until the rate of deflection equals 0.01 inch per hour,or less. Unless specific approval is granted RESUBMIT: B. Install aggregate pier elements after Earthwork in the installation area has been completed as follows: D. The deflections recorded during the test shall be averaged,and a load vs.deflection curve plotted for the top plate and the bottom plate. The by the Engineered Aggregate Pier PERMIT SET: a)Site subgrade established by General Contractor shall be within 6 inches of finish subgrade, or as approved by installer of the aggregate pier ultimate uplift capacity for the aggregate pier element shall be defined as the load at which the rate of deflection measured at the top of the ( I designer, retaining walls, concrete system. element is approximately equal to the rate of deflection at the bottom of the element. Loading beyond 200 percent of the design load is not or corrugated metal pipes, and b)Any fills needed to establish finish subgrade have been installed, and settlement resulting from fill loads is complete (unless specifically required. other structures sensitive to lateral DRAWN BY: JJG/ELG approved in writing by the aggregate pier designer prior to installation). pressure should not be located APPROVED BY: JJG c)A working surface has been established by General Contractor to provide wet weather protection of subgrade and to provide a base for within this zone. SCALE: N.T.S. efficient operation of pier installation equipment. SPECO2-13.DOC DETAIL #4 G2 . 00 ©Copyright 2015 GeoTech Foundation Company-We:,t r