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Plans (23) S1T2017 - 00016 C.b No �•"4 _ RECEIVED z ,}0.4 CONSTRUCTIONFOR So o0 DURHAM SQUARE . PARCEL CITY OF CIGARD • BUILDING DIVISION 0 0 to W E T:GARJ, 1 RjOREGON d , ,4.,.4 E— . t6.475 V1 '0-1 PE 1 Crl iZ ago ii g ):1 ,..) SHEET INDEX NAME: NO. , SW ASFORa 0 4'1 ��R /tt/ i D COVER SHEET 0100 y4 ... c� w �o _--- > o Co MeV ` / % Q GENERAL NOTES C101 I c //' N%* ,* .....1 g. * SW 1SEVILLERD SW BOND (REFERENCE 1200CN PLANS FOR DURHAM SQUARE �� W DURHAM RD WA lNGTON cT, SITE WORK PERMIT #SIT2016-00020} j ��AN �o SITE PLAN - OVERALL C300 I 4ff) f ' MGT "'. �,,.,�� 4SITE PLAN - PARCEL 1 C301 19w Q.... � tis , ....''�� y�,y Q�� 4cP SITE PLAN GRADING - PARCEL 1 C302 �y � zz SW ROSEWOOD I Z � ti5 SITE PLAN GRADING ENLARGEMENTS C303 I►,DCL 0 0 w COMPOSITE UTILITY PLAN - OVERALL C400 W Lao COMPOSITE UTILITY PLAN - PARCEL 1 C401 c w UTILITY PLAN ENLARGEMENTS C402 = cD(D 0 0 VICINITY MAP trA LOCATION MAP DETAILS C500 3 NOT TO SCALE SCALE: 1"=200' nN uo) , , DETAILS C501 DETAILS C502 Q DETAILS C503 ....,:....;.._ .; = , . .._, x A GEOTECHNICAL REPORT IS REQUIRED BEFORE THE FOOTING INSPECTION IS APPROVED a CITY OP TIGARD r REVIEWED FOR cons COMPLIANCE APProPR _ t'..4..---- �1c , � I►e I l g ,�� o�F OTC= [ I � GiN EFTA FPermit#: 6 -r Z.Zi 1�-' 1 . 82981 PE Address: , _ 2.1 ),45(..,„.) . 7 • k t A Suite# . j Br Dates r& ms 4>OREGON � STT 12,2. �� EDWARD 4 0 11.1(9 OFFICE COPY RENEWS: 12/31/2018 NOTE: PROPERTY OWNER APPLICANTTHESE DRAWINGS ARE, NPROPERTY OF , AND ci cp THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN MISSION HOMES NW, LLC MISSION HOMES NW, LLC IMPERVIOUS AREAS ARE NOT TO 8E REPRODUCED IN ANYMANNER EXCEPT WITH THE WRITTEN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED PO BOX 1689 PO BOX 1689EXISTING 33,975 SF City of Tigard Erosion Control PERMISSION OF WO l TO BE WITHIN ONE (1) FOOT OF A SURVEY LAKE OSWEGO, OR 97035 LAKE OSWEGO, OR 97035 To Schedule Inspections: y (GRAVEL SHED) MONUMENT LOCATION SHOWN ON A SUBDIVISION PHONE: (503) 781-1814 PHONE: (503) 781-1814 Call (503)639-4175 �' N OR PARTITION PLAT. NO DESIGN EXCEPTIONS FAX: (503) 570-8828 FAX: (503) 570-8828 PROPOSED 30,053 SF Initial inspection: 00 xp° N NOR FINAL FIELD LOCATION CHANGES SHALL BE CONTACT: KURT DALBEY CONTACT: KURT DALBEY (ROOF, PARKING) Prior mtooting inspection PERMITTED IF THAT. CHANGE WOULD CAUSE ANY Final inspection: m t.. UTILITY INFRASTRUCTURE TO BE PLACED WITHIN PROPERTY DESCRIPTION ENGINEER I SURVEYOR to'""albuilding inspection E2 o� THE PROHIBITED AREA. TAX MAP AND LOT= WESTLAKE CONSULTANTS, INC. UTILITY PROVIDERS & JURISDICTIONAL CONTACTS I-- MAP 2S113BA, LOT 100 PACIFIC CORPORATE CENTER 15115 S.W. SEQUOIA PARKWAY, PORTLAND GENERAL ELECTRIC FRONTIER M SITE SUITE 150 TIGARD, OREGON 97224 2213 SW 153rd DRIVE 4155 SW CEDAR HILLS BLVD. LL' 00.85 ACRES PHONE: (503) 684-0652 BEAVERTON, OR 97006 BEAVERTON, OR 97075 Lt CV MING DESIGNATIONFAX: (503) 624-0157 (503) 672-5466 (503) 641-2004 F- oz IP - INDUSTRIAL PARK DISTRICT CONTACT: KEN SANDBLAST, AICP CONTACT: TOD SHATTUCK CONTACT: DAVID ANTHONY m H- CD BRETT MUSICK, PE 15 a Z L..., ATTENTION: 0 0 OREGON LAW REQUIRES YOU TO FOLLOW RULES PROPOSAL: NW NATURAL GAStj QINDUSTRIAL BUILDING AND ASSOCIATED BENCHMARK 220 NW 2nd AVENUE w ._t ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES o ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. IMPROVEMENTS ELEVATIONS ARE BASED CITY OF TIGARD 1 PORTLAND OR 97209 5 c 5 _ YOU MAY OBTAIN COPIES OF THESE RULES BY CALLING THE CENTER (503) 226-4211 EXT. 4361 ° m (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION STREET ADDRESS CONTACT: RYAN TRUAIR MONUMENT BOX FOUND AT C/L _ 4" 0 CENTER IS (503) 232-1987). 7420 SW DURHAM ROAD INTERSECTION OF DURHAM ROAD ANDUPPER CITY OF TIGARD TUALATIN VALLEY FIRE & RESCUE a 13125 —I TIGARD, OR 97224 BOONES FERRY, ELEV.: 143.29 (NGVDS 29) SW HALL BLVD,, COMMAND & BUSINESS OPERATIONS CENTER a W UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN ARE FIELD SURVEYED JULY 2015 AND MAY 2017 TIGARD, OR 97223 11945 SW 70th AVENUE . N 0 PER FIELD MARKINGS AND RECORD DRAWINGS PROVIDED BY THE GEOTECHNICAL ENGINEER (503) 639-4171 TIGARD, OR 97223 �iI < HORIZONTAL CONTROL. CONTACT: KHOI LE (503) 259-1504 z �! ¢ GL RESPECTIVE UTILITY AGENCIES. LOCATION OF NON-OBSERVABLE AND/OR GEO PACIFIC ENGINEERING, INC. 0 t c Lz CONTACT: JOHN. WOLFF �- UNDERGROUND UTILITIES ARE SHOWN FOR INFORMATION ONLY AND ARE 14835 SW 72ND AVENUE, HORIZONTAL CONTROL IS BASED ON A 5 1 NOT GUARANTEED TO BE COMPLETE OR ACCURATE. PORTLAND, OREGON 97224 LOCAL DATUM PLANE (LDP); UTILIZING w o PHONE: (503) 598-8445 re _ �' Z N TIGARD CONTROL POINT GC_22-060 CITY OF TIGARD •N UTILITY VERIFICATION: CONTRACTOR SHALL POTHOLE TO VERIFY FAX: (503) 941-9281 AND GC _22-055; SCALED TO GROUND SHEET N LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING ROTATED TO BASIS OF BEARINGS OF Approved by Planning l` SN 22455. Date: `7 t� l t� o CONSTRUCTION AND SHALL PROVIDE WESTLAKE CONSULTANTS, INC. Initials; ;(Vtt3 0100 I 72-HOURS NOTICE OF ANY POTENTIAL CONFLICTS. z •- JOB NO. 2312--017 §N I 1 wire; NOd GENERAL NOTES DEMOLITION NOTES GENERAL PAVING NOTES aa 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE REGULATIONS, SPECIFICATIONS, CODES, 1. CONTRACTOR SHALL REMOVE ALL TREES (IDENTIFIED BY THIS PLAN), SHRUBS, RUBBISH AND 1. PAVEMENT SURFACES SHALL BE STRIPED TO FOLLOW THE PARKING AND TRAFFIC CONTROL PATTERNS. AND REQUIREMENTS OF THE CITY OF TIGARD AND CLEAN WATER SERVICES (CWS). MAN-MADE STRUCTURES INCLUDING, BUT NOT LIMITED TO, CONCRETE SLABS, SPIGOTS, WALLS, �' ( ) ALL STRIPING AND OTHER PAVEMENT MARKINGS SHALL BE 4" WHITE UNLESS OTHERWISE INDICATED. VAULTS, FOOTINGS, ASPHALTIC PAVED SURFACES, GRAVEL AREAS, BUILDINGS (IEDNTIFIED BY THISm LI 2. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN PLAN). BUILDING FOUNDATIONS, FENCES, RAILING MACHINERY, ETC., FROM THE AREA OF 2. ALL DIMENSIONING IS TO THE FACE OF CURB OR BUILDING, OR CENTERLINE OF PAVEMENT STRIPING. Z �' j ACCORDANCE WITH THE PLANS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET CITY CONSTRUCTION SHOWN IN THE PLANS. THE ITEMS LISTED ABOVE SHALL BE DISPOSED OF OFF-SITE. w 1 OF TIGARD AND OTHER APPLICABLE AGENCY REQUIREMENTS AS NECESSARY TO PROVIDE A IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VISIT THE SITE AND CONFIRM THE NUMBER OF 3. PLACE FILL MATERIAL IN HORIZONTAL LAYERS NOT EXCEEDING A LOOSE DEPTH OF 8 INCHES (200 iwili.1o COMPLETED PROJECT. ITEMS TO BE REMOVED. MM), AND COMPACT EACH LAYER TO A DENSITY OF 92 PERCENT MODIFIED STANDARD PROCTOR FOR � ,1 a SILTY SOILS AND 95% FOR SANDS AND GRAVELS W ›: 3. THE CONTRACTOR SHALL HAVE APPROPRIATE PERMITS BEFORE COMMENCING WORK ON THIS PROJECT. 2. ALL BURIED STRUCTURES (I.E. LEACH LINES, DRAIN TILE, AND PIPES) NOTED AS BEING REMOVED IN M En a� THIS INCLUDES PROOF FROM THE DEVELOPER THAT EASEMENTS AND/OR SIGNED AGREEMENTS FOR THE DEMO PLAN, SHALL BE REMOVED AND THE RESULTING EXCAVATIONS SHALL BE PROPERLY 4. EXCEPT FOR MATERIAL INDICATED TO BE RECYCLED, REMOVE EXCAVATED MATERIALS FROM PROJECT 1 0 WORK OUTSIDE THE BOUNDARY OF THE SITE AS INDICATED ON THE PLANS HAS BEEN OBTAINED. BACKFILLED AND COMPACTED PRIOR TO ANY GRADING OR FILLING OPERATIONS. THIS IS TO INCLUDE SITE AND LEGALLY DISPOSE OF THEM IN AN EPA-APPROVED LANDFILL. Ems' • 0..A. STUMPS AND ROOTBALLS OF TREES TO BE REMOVED FROM THE SITE. E'--+ z W 4. THE CONTRACTOR SHALL REVIEW THE SITE AND SOILS REPORT AND MAKE HIS/HER DETERMINATION � H Hac OF EXISTING CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDITIONS 3. ALL UNSUITABLE MATERIAL (SOIL & VEGETATION) REMOVED DURING THE CLEARING AND GRUBBING 0.4 ggz ENCOUNTERED. OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR, SUBGRADE PREPARATION w v a 5. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS WITH ALL APPROVED REVISIONS ON THE 4. ALL EXCESS MATERIAL (SUITABLE OR UNSUITABLE) NOT UTILIZED ON-SITE SHALL BE REMOVED BY THE 1-! " Cs W ukt0 PROJECT SITE AT ALL TIMES. ANY CHANGES SHALL BE DESIGNED BY THE ENGINEER AND SUBMITTED CONTRACTOR AND DISPSED OF OFF-SITE IN A 1 SUITABLE LOCATION APPROVED BY THE ENGINEER AND . PLACE SUBBASE AND BASE COURSE ON SUBGRADES FREE OF MUD, FROST, SNOW, OR ICE. U 4 Ut TO THE AFFECTED AGENCY FOR APPROVAL. THE APPROPRIATE REGULATORY AGENCIES. 2. 2. ON PREPARED SUBGRADE, PLACE AND COMPACT DRAINAGE COURSE UNDER CAST-IN-PLACE NIlemosa. � �� 6. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS SITE. ANY DAMAGE 5. TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT ALL TIMES. COORDINATE WITH CONCRETE SLABS-ON-GRADE AS FOLLOWS: ��Nossuk4,1 5341 TO EXISTING UTIUTIES, WHETHER SHOWN OR NOT ON THESE PLANS, SHALL BE REPAIRED/REPLACED ENGINEER TO MARK PRIOR TO CONSTRUCTION. AT THE CONTRACTOR'S. EXPENSE. EXISTING SURFACE FEATURES AND FENCING SHALL BE REPLACED IN A. PLACE DRAINAGE COURSE THAT- EXCEEDS 6 INCHES IN COMPACTED THICKNESS IN LAYERS OF EQUAL KIND. 6. EXISTING FENCES AND OR LANDSCAPING OUTSIDE THE PROJECT UMITS SHALL NOT BE DISTURBED OR THICKNESS, WITH NO COMPACTED LAYER MORE THAN 6 INCHES THICK OR LESS THAN 3 INCHES THICK. REMOVED DURING CONSTRUCTION. 7. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS APPROVED WITH THE EROSION B. COMPACT EACH LAYER OF DRAINAGE COURSE TO REQUIRED CROSS SECTIONS AND THICKNESSES TO `r"'"" CONTROL PLAN PRIOR TO BEGINNING CONSTRUCTION. 7. DEVELOPER SHALL PROVIDE COMPACTION TESTING FOR ALL FILL PLACED IN EXCESS OF 1 FOOT IN NOT LESS THAN 98 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698. DEPTH. 8. ALL EXISTING SITE CONDITIONS AND ELEVATIONS SHOWN ON THIS PLAN ARE FROM RECORD DRAWINGS C. SHAPE SUBBASE AND BASE COURSE TO REQUIRED CROWN ELEVATIONS AND CROSS-SLOPE GRADES. AND A SURVEY COMPLETED BY WESTLAKE CONSULTANTS, INC, UNLESS OTHERWISE NOTED. THE 8. ALL MATERIAL REMOVED FROM PROJECT SITE SHALL BE DISPOSED OF PER CITY, COUNTY, STATE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AND ELEVATIONS TO HIS REGULATIONS AT AN APPROVED SITE. CONTRACTOR TO COORDINATE. OR HER SATISFACTION. D. COMPACT SUBBASE AND BASE COURSE AT OPTIMUM MOISTURE CONTENT TO REQUIRED GRADES, C......)LINES, CROSS SECTIONS, AND THICKNESS TO NOT LESS THAN 98 PERCENT OF MAXIMUM DRY UNIT 9. CONTRACTOR TO COORDINATE WITH THE APPROPRIATE UTILITY FOR THE SHUT OFF AND WEIGHT ACCORDING TO ASTM D 698, STANDARD PROCTOR. 9. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS NEEDED TO DISCONNECTION OF ALL UTILITIES TO STRUCTURES. INCLUDING POWER, CABLE, TELEPHONE, NATURAL 0::: MEET EXISTING FIELD CONDITIONS, SHALL BE DESIGNED/APPROVED BY THE ENGINEER, AND BE GAS, WATER, AND SANITARY. APPROVED BY THE APPLICABLE AGENCY REPRESENTATIVE. 10. ANY CONSTRUCTION OBSERVATION BY THE CITY OF TIGARD, CWS, OTHER APPLICABLE JURISDICTIONS, PAVING NOTES OR THE ENGINEER, SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO MISC. PUBLIC UTILITIES: PERFORM THE WORK IN STRICT COMPUANCE WITH THE APPLICABLE CODES, PERMITS, AND AGENCY 1. COARSE AGGREGATE: ODOT SSC SECTION 00745.10. SOUND; ANGULAR CRUSHED STONE, OR CRUSHED REQUIREMENTS. 1. ELECTRICAL, TELEPHONE, GAS, AND T.V. SERVICE SHALL BE COORDINATED BY THE CONTRACTOR WITH GRAVEL. 11. DEMOUTION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND VEGETATION DEBRIS. CONFORMANCE THE APPROPRIATE UTILITY COMPANY. Z 00730 C8 WITH ALL REGULATIONS AND PERMITTING REQUIREMENTS FOR. SUCH WORK SHALL BE THE 2. ASPHALT BINDER: ODOT SSC SECTIONW 0 RESPONSIBILITY OF THE CONTRACTOR. 2. UTIUTY TRENCHES ARE TO BE DUG, UTILITY CONDUIT IS TO BE PLACED, UTILITY TRENCHES ARE TO BE `iI O Z BACKFILLED, VAULTS ARE TO BE INSTALLED AND TRANSFORMER PADS ARE TO BE POURED BY THE 3. TACK COAT: ODOT SSC SECTION 00730. 12. ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE CONTRACTOR PER ELECTRICAL, TELEPHONE, GAS AND T.V. SERVICE PLANS AND STANDARD 1::__ --1 1 MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) AS MODIFIED BY THE OREGON SPECIFICATIONS. 4. HOT-MIX ASPHALT: DENSE, HOT-LAID, HOT-MIX ASPHALT PLANT MIXES APPROVED BY AUTHORITIES SUPPLEMENTS. HAVING JURISDICTION; DESIGNED ACCORDING TO PROCEDURES IN Al MS-2, "MIX DESIGN METHODS FOR Q W 1 ASPHALT CONCRETE AND OTHER HOT-MIX TYPES"; AND COMPLYING WITH THE FOLLOWING =13. A ?RECONSTRUCTION MEETING SHOULD BE HELD WITH ALL INSPECTORS PER PERMIT REQUIREMENTS UTILITY NOTES (PRIVATE DEVELOPMENT} REQUIREMENTS: p W PRIOR TO STARTING ANY WORK. C A. PROVIDE MIXES WITH A HISTORY OF SATISFACTORY PERFORMANCE IN GEOGRAPHICAL AREA WHERE r � 14. CONTRACTOR TO LOCATE ALL EXISTING PROPERTY MONUMENTS PRIOR TO CONSTRUCTION. ANY 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE OREGON PROJECT IS LOCATED. J MONUMENTS DISTURBED DURING CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED BY A PLUMBING SPECIALTY CODE, OREGON STRUCTURAL SPECIALTY CODE, AND THE OREGON RESIDENTIAL REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. A SURVEY SHALL BE RECORDED WITH SPECIALTY CODE. WORK SHALL ALSO CONFORM TO WASHINGTON COUNTY AND CLEAN WATER SERVICES B. BASE AND SURFACE COURSE: ODOT SSC SECTION 00745. h" DENSE GRADED. WASHINGTON COUNTY FOR ANY RESET PINS. STANDARDS. ::::Ei 5. HOT-MIX ASPHALT PAVEMENT PATCHING: SAW CUT PERIMETER OF PATCH AND EXCAVATE EXISTING 15. THE RESPECTIVE AFFECTED AGENCY MUST BE PRESENT FOR ALL TESTING AND SHALL RECEIVE A 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS PAVEMENT SECTION TO SOUND BASE. EXCAVATE RECTANGULAR OR TRAPEZOIDAL PATCHES, EXTENDING 4 COPY OF ALL TESTING RESULTS PER PERMIT REQUIREMENTS. TV INSPECTION OF SANITARY AND STORM INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. 12 INCHES INTO ADJACENT SOUND PAVEMENT, UNLESS OTHERWISE INDICATED. CUT EXCAVATION FACES LINES SHALL TAKE PLACE IMMEDIATELY PRIOR TO PAVING. VERTICALLY. REMOVE EXCAVATED MATERIAL. RECOMPACT EXISTING UNBOUND-AGGREGATE BASE 3. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF CONSTRUCTION COURSE TO FORM NEW SUBGRADE. r 16. COORDINATE WITH AND INCORPORATE ARCHITECTURAL AND LANDSCAPE PLANS WITH CIVIL SITE PLANS. PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24-HOUR NOTICE IS `a REQUIRED. 6. PATCHING: FILL EXCAVATED PAVEMENTS WITH HOT-MIX ASPHALT BASE MIX AND, WHILE STILL HOT, =COMPACT FLUSH WITH ADJACENT SURFACE. 4. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, BEND, FITTING, OR GRADING NOTES: ACCESSORY REQUIRED FOR CONSTRUCTION. 5. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH OPSC CHAPTER SEVEN, SECTION 707 AND 1. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. CWS OR THE CITY OF SECTION 719. NOT ALL REQUIRED CLEAN OUTS ARE SHOWN. COMPACTION REQUIREMENTS TIGARD MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. 46 60) PROFF�,I 6. EXISTING CONDITIONS BASED ON TOPOGRAPHIC SURVEY CREATED AS A COMPILATION OF DATA 1. GENERAL: BEGIN COMPACTION AS SOON AS PLACED HOT-MIX PAVING WILL BEAR ROLLER WEIGHT WITHOUT ,r, �GWNEF `moo 2. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES. OBTAINED BY WESTLAKE CONSULTANTS. EXCESSIVE DISPLACEMENT. COMPACT HOT-MIX PAVING WITH HOT, HAND TAMPERS OR WITH i CWS OR THE CITY OF TIGARD MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION AT VIBRATORY-PLATE COMPACTORS IN AREAS INACCESSIBLE TO ROLLERS. 82981PE ANY TIME. 7. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS. NOTIFY ENGINEER OF i . " lga E VARIATIONS IN CONDITIONS SHOWN ON THE PLANS. POINTS OF CONNECTION TO EXISTING UTILITIES 2. COMPLETE COMPACTION BEFORE MIX TEMPERATURE COOLS TO 180 DEGREES (F). OREGON 3. EMBANKMENTS OR STRUCTURAL FILLS TO BE CONSTRUCTED ON BUILDABLE LOTS SHALL BE AND LOCATIONS WHERE NEW UTILITIES WILL CROSS EXISTING UTILITIES SHALL BE VERIFIED BY W - �� CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE POTHOLLING PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. IT 1S THE CONTRACTORS 3. ASPHALT COMPACTION AVERAGE DENSITY: 91 PERCENT OF RICE DENSITY ACCORDING TO AASHTO T-209. 'A)- 20\.1‘\)c.>c, BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE THICKNESS. EACH LIFT SHALL BE RESPONSIBIUTY TO SCHEDULE POTHOLUNG SUCH THAT IF CONFUCTS ARE ENCOUNTERED, SUFFICIENT tr'D O - COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO T--180 COMPACTION TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS APPROVED BY THE 4. AGGREGATE BASE COMPACTION AVERAGE DENSITY: 95 PERCENT OF MODIFIED PROCTOR ACCORDING TO WAR TEST. JURISDICTION WITHOUT IMPACTING THE PROJECT SCHEDULE. ASTM 01557. RENEWS: 12/31/2018 4, STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. 8. DOMESTIC WATER LINES AND ACCESSORIES BETWEEN THE WATER METER AND THE BUILDING SHALL THESE DRAWINGS ARE THE PROPERTY of E CONSULTANTS INC.(WOO AND CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO BE INSTALLED BY A LICENSED PLUMBER EMPLOYED BY A LICENSED PLUMBING CONTRACTOR. TESTING AGENCY REQUIREMENTS xEST�.AKE CaARE NOT TON REPRODUCED qi ANY THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND SOIL AN UNDER DRAIN MANNER EXCEPT WITH THE MIEN 1F REQUIRED WILL BE CONSTRUCTED BY INSTALLING 9. UTILITIES WITHIN FIVE FEET OF BUILDING SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR PERMIs� MUST BE PROVIDED. THE UNDER DRAIN, 1. OWNER WILL ENGAGE A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING TESTING AGENCY TO PERFORM „ NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING INTERIOR USE AS DESCRIBED IN THE CURRENT EDITION OF THE OPSC. FIELD QUAUTY-CONTROL TESTING. COORDINATE WITH THE OWNER'S TESTING AGENCY REGARDING TESTING w $: N BENCH, THEN PLACING A SIX INCH LAYER OF 1 1/2" - 3/4" DRAIN ROCK, AND FINALLY COVERING REQUIREMENTS AND FREQUENCY. CONTRACTOR TO FOLLOW TESTING AGENCY RECOMMENDATIONS. 00 51:0 THE DRAIN ROCK WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE 10. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, TO EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. 2. REMOVE AND REPLACE OR INSTALL ADDITIONAL HOT-MIX ASPHALT, AT THE CONTRACTOR'S EXPENSE, WHERE a < AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR TEST RESULTS OR MEASUREMENTS INDICATE THAT IT DOES NOT COMPLY WITH SPECIFIED REQUIREMENTS. -, tzm 0, SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL. 11. STORM PIPE MATERIAL TO BE PVC 03034 OR APPROVED ALTERNATE UNLESS OTHERWISE NOTED. a l '' 0 5. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE, BY 12. SANITARY SEWER PIPE MATERIAL TO BE PVC D3034 OR APPROVED ALTERNATE. 5 THE CONTRACTOR, OF STARTING BENCHMARK TO DETERMINE THE NEED FOR AN UNDER DRAIN LAYER i. AND TO VERIFY EXISTING CONDITIONS. THE CITY OF TIGARD SHALL BE PROVIDED WITH A COPY OF 13. 4", 6" OR 8" WATERLINE TO BE PVC C900 PIPE OR APPROVED ALTERNATE. 2" AND 3" WATERLINE TO W THE GEOTECHNICAL ENGINEER'S REPORT/RECOMMENDATION CHANGES. BE SCHEDULE 40 OR APPROVED ALTERNATE. WATERLINE TO HAVE 3' MINIMUM COVER. CL in 6. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL 14. NEW DOUBLE CHECK VAULTS TO HAVE SUMP PUMPS INSTALLED FOR DRAINAGE. DAYLIGHT PIPE TO a z NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE HIS NEAREST CURB. INSTALL 2" WEEP. CONTRACTOR TO PROVIDE ELECTRICAL SERVICE TO PUMP. a Z ACTIVITIES IN MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND " COORDINATE WITH MEP FOR SIZE OF FIRE SERVICE (6 INDICATED). TWO SEPARATE ELECTRICAL z cin � a PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. THE CONTRACTOR SHALL HAVE g CONDUITS NEEDED. ONE FOR POWER TO SUMP PUMP AND ONE FOR LOW VOLTAGE POWER TO FIRE am 5 8 THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THREE TESTS WILL BE REQUIRED FOR SERVICE LINE CONTROL VALVE TAMPER SWITCHES. SEE MEP PLANS FOR CONDUIT SIZES AND 5 EACH 2 FEET OF FILL. ELECTRICAL ROUTING. METAL SIGN WITH RAISED LETTERS AT LEAST 1 INCH IN SIZE SHALL BE m CO MOUNTED TO THE FIRE DEPARTMENT CONNECTION. SIGN TO READ "AUTOMATIC SPRINKLERS". METAL r' 7. SPOT ELEVATIONS AND ELEVATION CONTOURS SHOWN ARE FINISHED GRADE ELEVATIONS. SIGN ON FDC SHALL HAVE A RED REFLECTIVE BACKGROUND WITH WHITE REFLECTIVE LETTERINGa. . GJ tx J 3 15, ALL WATERLINE TEES, PLUGS, CAPS, REDUCERS, VALVES, AND HYDRANT BRANCHES SHALL BE W BENDS, o RESTRAINED AGAINST MOVEMENT BY USING THRUST BLOCKS IN ACCORDANCE WITH 10.8.2 (NFPA 24) OR `j RESTRAINED JOINT SYSTEMS IN ACCORDANCE WITH 10.8.3. © W Q I z i ¢ EO o 0 "' t W Ci Ce 0 'N I SHEET NI cv N ii X101 z 1gN 3 JOB NO o 6 - 2312-01 §N i .I till �} 11 Ib, I I 3ii�i 1;:). !i; Ill ilt , / •0 0 40' 0 " 20' 40' 80' / / Z ■■ ■== WM - ` �,,� / • J i . / '''''.... ,Id J11'',! !;IC / / / !i'''' ''.',,,2 ,:,, : ''' ' :/#1: 'Z',;',. / / • / i / \fr .%""--- -- / ' `' ' ' '£45 / 20' 0 10' 20' 40' i �;\, ``4' '\ ` ,,' Q '` �. M,p� / r_> S i // N. It Ni,- ,�, ....4: ,� '940 �, ,r SCALE/ 1 INCH = 20 FEET 6 i. AY / * \t/ * * ,4, \fr • / 40s,41Z4,41 Cil WO <1 g .0 Owaml rn FA'44'It CNI 44)1 / E-4 . \ \ ,fir \ \ 0I * /r/ %^ yyy � tOFFSITE P WORKS /7 Mme! Z AI.• W f, }�' ` y,,,t N ‘' Q W o c, \fr * r,, ,� yyy j,, _ �"j NN., IMPROVEMENTS SHOWN , ��A t.t..z f . 0 ` ,� ,, -�' -`i,,,, yyyy, ,y �..1 I at I FOR REFERENCE ONLY.‘'l-'': -.:'-'-*-----)<---'---------"X.--- r z 0 // „,.-71/1/:: • ) I ,,,,,,,„ \\\\ Nna.\ NNW / \ .,,. . -.., ,...m,.7.•.X"/. ,, '''',. ,',. ` . ,.'\n,., / .....j Laml \, 25' BUFFER I'/ 30 + + + + + '� +� <,. ` �' �/ may./ \.E/ ' /, r f w I / + + + + + + +"r.,t.�hh ~�'�•:.� - " s.,,,.,. �' / • / / I :/ ii i 0) / +7 // r j f �/ + + + + + + + + + � y �`, -•- ` / //' >Ns”- / ' :41N44•N+ , , / d i 1 2 7• I w f� ,�I .917 + �1 :. SEE ENLARGEMEN � + + + + +�f 17. '� t '`'tip \ / Ar k .4‘\k°1- 0 '\l , '.' /f ,fir ♦ WI �} + + + t + t t + +- + t�hy ``�...:w`, *na"++ Z• / 7 / -.* i 1 '\' el ti) r ,..y,.$4. / " , \4,1 .... / li.....1 L&I 0- 1 1 ' ----....„......j./ez._.. *....,..›,,,,, / 1, i ii, c ‘, + 0 Ce \f- + ripf / . . ///‘ A. '- 4 / '''''/ 1 „lir <':/,)$ &'''' - Ci ''4.0 , - ----toci---/ / i / ,› 0 + + = 0 1 / / ,migailitattilk•* + + + + # ill E': E : E; �„�� <::((I') SEE ENLARGE 1 NO3T /#1;1/E:// 18.5 + + + + ;� /</\/ / w' L 1 ON//CO3 20 i / / + + + ` )$;.V / / I 1 50' BUFFER` : rr, /N / + + + ,'' + / J .�-.------- !f j + + + ♦ / / N. 0 1 \ • N,' ,.. .T ji 4. ÷ )/÷ / W / / / \,.'itAlli +,,,,,j--, ! + ♦ ', `'z- >e'” Y ISL.... "" "" 'r! t t ;+4 N ' ) „r' + / i 1. SEE LANDSCAPING AND TREE PLANS BY OTHERS. 5 2........4..C:3 - , �, / �, 4.' 4 �!, t ; f 2. SEE SHEET C300 FOR EASEMENT IDENTIFICATION. �} J .1 / 4 0: t / `ice' � --'' 4-•+ .> .-\\\/ �� 7 CONSTRUCTION KEYNOTES' i i ;'4`," // / /+ + + ; i` , r 1C: INSTALL 6" EXPOSURE CURB PER DETAIL ON SHEET C500. r --- �� / + f 5' r �. + ♦ r , PROFS. /' ; i / f� r 1B INSTALL 0" EXPOSURE CURB WITH WHEEL STOPS PER GINE + + i, ./'� DETAIL ON SHEET C500. cp F • ic4/. / / a ,`/ 10 DRIVE 7' • � .-' 'r 1C INSTALL CURB-WALL. 6" MIN - 24" MAX. SEE PLANS BY 82981PE 17 . to TYP 19' AISLE ' + r,�\ OTHERS. C�Cl��-�� '�'- i / �/ / �; ,tr + + *- ,-,- ',. )C/ / � OREGON �, i i �i / c + / kf ,. �'' 4'�J BUILDING. SEE PLANS BY OTHERS. �� , � o 9� f i >(, \1,/ .._ ; •/ + �9��I'/ � + + � '� ," 3 TRASH ENCLOSURE. SEE PLANS BY OTHERS. � �2 2 J l `"/ • i 'f` r' t / �OWARO _� g, 4p/ TYP + +. ,.� �f, 5 EXISTING WALL. 7112 '' • I ' + C' . ,%<;/ '� RENEWS: 12/31/2018 r r / . / , ;' �' A • 21.T ,�` t +/ ��%`�, INSTALL FENCE 1' INSIDE PROPERTY LINE. SEE PLANS BY THEA oRANANC,S ARE THE PROPERTY OF # %' P E L 1 • r - `"' OTHERS. WESTLAKE CONSULTANTS INC. (WOE)AND a 1 j f /'+ + :4) 1 r �i r! ARE N©3 70 BE REPRODUCED iN ANY N , , �,� ,� / 1�i7 ' + ,/ a �- ), �',,41,r,- r r MANNER EXCEPT WTH THE WRITTEN (� PEDESTRIAN ACCESS, THERMOPLASTIC STRIPING WITH /� 'r,,,,,, /::::, i / - .�+ ♦. <,1 ,= :, C,:' �j' �✓ RETRO-REFLECTIVE GLASS BEADS. PERMISSION OF WO ,, .♦ i / + + + + i r / i i ` �" + + `i•�'-' 90 PARKING STALL STRIPE, DURABLE WHITE. w 0•• �' !'`', , TYP ,,r + + '► r s ;,' CO MCO _ !j N �� `_ � ' / /� +, i' �F ` '�+ +� ��y -'j`/� �`j 10 ADA PARKING STALL PER DETAIL ON C500 / ! iii�,/ j. =co <>- /...„r' + O }',> -� tdg 11 ASPHALT PAVING. SEE SECTION ON C500. 0 / , :'\ ♦ %'' � ` PRIVATE CONCRETE PEDESTRIAN SIDEWALK. SEE DETAIL ON C) ! i . ,- ♦ --‘''4(40,5s 12 C500. H / 17 � .'� 9' '' + +♦` v'c,\-, '` 13 INSTALL HANDRAIL ALONG RAMP. SEE COOT DETAIL 770 } ` r AND 771 ON C503. W • oci 7$.5 f `'r-. .L C) Iii '-4- , / LEGEND . a. t + 21.3' r`' ''''..---+' '.**+//,/ x,,. — -.. ... _.. PROPERTY BOUNDARY 9 0 0 ' Al � �• -- -- --- CENTER OF FANNO CREEK m u + �.. ."''Ky ' EDGE OF FANNO CREEK ;- b ♦ + /f i r"}C r W O • rr �,,. et �' t " -\te , CURB %a. W o f + + + + +♦' _"„\---5(--),/>. ,,y�.-\-•-. r FLOOD HAZARD AREA cv 0 7 re +wi +� ,.r ..-\ ` --- - — EXISTING EASEMENT to o W Q w /' .' -- -- PROPOSED EASEMENT 2 o ZJ --C FENCE w 0 Q 04 I z tV N X .� .- BUILDING SHEET I� \ IIIII EXISTING WALL el §. ` J V //////i SIDEWALK 0301 § ` 17. 4- + + t LANDSCAPING JOB NO ''I`• 0 RI 2312-017 b / Ilt to 1 )...4 00 I1 aaN / -,.., -�- ,� .. / ! NDN' (�� ` Lac Q t It ",'''''''' - -,„ -,-, / / / / * ----Np.- • ,'n ,,,,,,,,,, / 1 \ , ` '`` �ti` O� �. / / 20' Q 10' 20' 40• ..i / / I \t7 \\I„,, \ ``,,� r\ \ -- � �0 \, / / SCALE: 1 INCH = 20 FEET N. . -' IC- 1Z1b# __.,04 cs cil tr4.4 h0.4 crl l /r' jl /} ,,f Jff j \ `7�a• ` _� �./ 11/ * ~` , `' \V ` tiN. �`` _ �+ T '��' W4g "`` \I „,„,,,,A, OFFSITE PUBLIC WORKS ( z AtA iwa ' /\/ l tilt K �!� r" 12.2-' ';/"`,, 'ti . a _• -4, `' `� a gz 1/ / r 1 • , '' O W R i i /r ,r 6' ,// .f t `- t 't,t`,�a`s --.2 ` :�` \\\ \` �I l 7r (/ O _ / /,F :f; t lttttlt ,,t ~h-` \ ;^ \ ;4g, ;, �.j'' � IMFROVEMTS SHOWN , A ,,- ;� '000‘'�'''` ' '�' / -EQR REFERENCE ONLY ‘122391/11w a�H `�. ,4 4 ,,1, / \ -,„ ,� \`` r 137.02 TC''' ''''''.11:4''-'.7.-.----- ` _ �l - 1 \N ,5 \136.52 AC-.43 1 ~` .-''! I, r'F r N. e ' !!' if/� / / ,. �`"-'�. 11 -- \ \ \ r� r'/ _ . f `' `` ° } } , f� 1 137.07 TC •_ � \ _r._� '''',•---..„,„ ` r� �� / . r ,/` yr l ( I a}, /./ ,�x,,136.57 AC r.,+ `\ f`` • -•, `' I? '-: v � i �r f ,r f J� 1' t ,`135.40 TC + + + + + ` .� '�, . W f t r } t �; 111` 134.90 AC `-+'` + + + + + 4 .;. - f (...� `�.� �, tiff , , f >, f s '/ 1 ill, f t + +_,. _-135.92 TC`-- • ,* �s _ `�,' . \ '� ' l /r / ll ri ' ; / /11; /f l P.S.I` 135.42, AC--+_,f, + .,` Td `.. TRACT A „if if< �Gf �r Or/ , •-,.- T + + + + + + + ; - _ �. ,A �� / +�-� ii ,i, ,t, ,! i hi ii 1 III i f ♦135.76 TC \�+ + + + +\�. - .G NL�IRG I�FT, 4.. ., / ��•, ...! / 3 i r Tl 1 1 Ir 1/ll r�/� 135.26 AC " �\ \ + -f- +��1+ ♦+ �0_ti 3 3 � ,, , '--. .1 } i�� r / . 136.65 TG \, , ,; 4,#f 4r .I- 1 f '�f I �/ „:‘; + 135;55 AC 1�i/� + + + + �� t"1 3 r i'� / f,r ..��l�f/ :- ',. .. N� 3�'3 "`135 75 TC + + + + + + +�+ \ \:, `��. �\ �` / `' / / ! 135.04 TC + + , + >\ + + + + ,� ,� �, \ a- `' • r, / '` I L1" / '1/ -135.25 AC ` r + + + + + + +• Z \ �`r' -'% �r,l rrill f /� ,, , 134.54 AC / + +� + + + + + + + + . \ O ' f (LOW POINT) + + + + + /+ 4. + + ., �#!.. r f /� f ! t% B2. 4P +'Ak 1 ` ,� + 5E-+TILARGE N `~ / •SGP Q GP O Z } 134.82 AC\_ / / / / * Iri 1 i If/ /,\‘'i -4.`%. / ‘ i + +�+4 + + r . tnnnin� .. 5 / r f f r/I ' /rid ��„ j / rj ` + + + + + � f + + �i + + �' '�` - Q,► 1 J,' / c / ' -A1 ' + + .4.,,,..+ 4„:,.. Ic' + + + + +r + + 1 fin. 4. l / / ` r r' 135.25 AC 't o,'/�� [/ +i + ++�+ + } + ,+ + + + �» 6 i /\ ?cZ , ''' --- - --1/ i ). ,„ + + + 4-/ + .ra,ulacatia rusro(ira,n yraa;s,ff,a,rl,si,:,A lit /// /` 134.97 A1C i 135.93 TC r f 1 36.48 TC �+ + ;�+ + + ++ + +, +/ / /"'� a SEE ENL,6RGEIENT !.,/, �! 1 .,�1` '� / 135.43 AC /, 35.98 AC + + + ;�/ / / `�•+/ ON C303 / ! �+ + + + ✓ J vs II t / -` ,j,� / 135.83 TC`` + /,� l ,'" _' !r / rf /�+ + + ✓� 4 �'C " t .�'�'• /'•,/' 1•35.33 AC ++ l+ + / , r / + 1 / / „_.,...- / 1 f ff FFE=136.00 B (,1236.30 T/Cs �` ' ., iw<c 1 1 t jYr, f \ ,� i i �/il`� T :7 1 + + ( .,`f ,,.� 1.)5.8(� AC + - ,,. �Jrr - - - 'r \ 135. TC' //` /// i - r f/, . / / ''*:134.50 AC '- lf� ,' + + i 1 / Z / 2 ' I \ I / ' /1/3)c% ,� i/� 0.4 , � ""135.98 AC . ,/ / riirrrb rata / / / ' �• �''/ f 1 1 / - ^• >Yrrrttlt �: r j + i` / �f l f�.' j��I% �� / t` ,' 135.63 TC + r ,r f # / I 7).,; \5,:," �e o '`� 1 41 '1 r''" / II' / 135.13 AC \T / i '' ; f� (LOW POINT)/ +Ii' ._r / tr/< // C I \ / a , r' 135.98 AC + + '�. „„ _,,,,-"\-- ," I / r i ( �,•,,,„ 135.30 TC // r / ,,, /�+ K,, ,,><<"):,::,>,-;\, r --tom- __ f'` ' j ' /r/ '� 134.80 AC t '/ - ,,. t / PR i\fr. is/ / -..-.../ -ilk°i 1 ; ),/ / j` l 1 j 1 i-;i/,� I / t i \ 136.19 TC t I i + % ✓ 82981 PE 1/)2,?' S / / ////// ''�g �i 0 135.69AC + .X '1/ C7( II ! �" 133.98 AC + + + I cps '�,9}' p�� I/ � j ' -- 242 > / ,r/ /I y /'" fs jr lPARCEL 1 i _ i -' /` + %/ AFD *RO'a' f l / �� / 134.29 AC,'-' . + .r i' "K.>, RENEWS: 12/31/2018 .�, r / �i f/' , t /�1. !,/I/,/'A /..- 1134 50 TC 1_ + + . -' i\k%; ' / r / '' 'r!' , I 1 + � THESE DRAWINGS ARE THE PROPERTY OE 134.00 AC + + ♦ ( � -' -- WESTLAICE CONSULTANTS INS (WCI) AND J/ I �` ` .,./// ,�T 134.26 TG 1 + ) ARE NOT T4 BE REPRODUCED IN ANY sv , f!r / + j `} j�fr I ~,�, 133./7,0006 AC /r i f { : r MANNER EXCEPT WITH THE WRITTEN / r - ��/ // 1/rr . .., ,,\,,, x- '. PERMISSION OF WO r / ' ji s' ".J• ' ,i 133.25 ACI __..4 , fl �/� .� / / i i, 132.05 AC ,�,'-\,�-V N©TES• m 6} o '�� / / 1 Y f 1. SEE SHEET C300 FOR EASEMENT IDENTIFICATION. m m N ----- -._- ._._..,../ / ,..---"*.•- ,+ �/' / r' 1 �,/ `/ �T' ,,r 2. SEE SHEET C303 FOR SECTIONS. ' r . win4 j - Asa f SS ---0.----- ......�____ ,,,' "r ✓'�" ! ,`f _ ( l� f - �� --� , Q <>- i • 133:94 TG '{ r / r f LEGEND ' 0 / . / ,r\./ J I 133.44 AC , ; \,,� C�� a f r... j/ / ►7 �// +�I / ` ,i �-" ,-' .... ... ,� PROPERTY BOUNDARY H O / 1 /‘,,,, , ) j �if,r �/ ,J ( / 1 1 .T / # d i, x ,r, cr ,, CENTER OF FANNO CREEK 1 I T � �y '` ;' "0 �. ,. T* ` `k', ;- ��►` �- NOTE:t. EDGE OF FANNO CREEK W -- --- �....7 L-1 /,_t,• /� 129.46 TC 1 > �r-�' 1. EXISTING GRADE (EG) SHOWN FROM SURVEY FIELD CURB Zo a. �` I �' ,li 128.96 AC .. ,,,\ 5 F 0 J� WORK OF JULY 2015. w 1 i ../ (LOW POINT j ' y, �i 'rig / I a ) ' / ! ,r _,_._,..._,.....,.....,_,_ FLOOD HAZARD AREA a2 v L 4 (29 � I ACTUALEG OF CONSTRUCTION MAY _ __.73 T•C r O 'fi '� ''� '�'• '' / VARY FROM THAT SHOWN. - EXISTING EASEMENT o J \129.78 TC y f,. ./ q / 129.23 A++ 0 ''.�11129.28 AC - •• j JX -' - - PROPOSED EASEMENT / r' 3. CONTRACTOR TO FIELD VERIFY EXISTING GRADES m m / �� - 13' �`• , c f T . -' �= ALONG PROPERTY LINES PRIOR TO -© FENCE f - f CONSTRUCTION. NOTIFY ENGINEER OF ANY LI I _• .� / I +'� ,� ,' �\. f ., DISCREPANCIES. BUILDING Q .J + i a W Ci �j/ + �' c. ! I I I I EXISTING WALL 0 r' /PA . . --- • /////fi SIDEWALK/'� ,( f fi + + + + + . + 1 + LANDSCAPING a a p O- - -~ 130.89 TC �J� - --- 132 --- _ EXISTING CONTOUR - 1' INTERVAL Lr.) 0 129.73 AC �; c o z CV -'' - -135 - - EXISTING CONTOUR - 5' INTERVAL SHEET T / r 132 PROPOSED CONTOUR - 1' INTERVAL I"!• a 0 T 135 PROPOSED CONTOUR - 5' INTERVAL �� 0 o - 7JOB NO. a 2312--t17 N ep w 140 11 , . , 3 I , ( f I 140 Z ---1.--1-1---1. ------ ----- ---- - -- - --- --- •-_.__ _ i -- - - ---- ----. _"- --I wco Cillitrai .F, I135 __I___ - - f - - ----i- - .4---- -- --r- ----- • i----,--- - -•----•- 135 ><, w _ I- - __- K 136.93 FG '136.89 FG I--'---- ---- -74---- xi - e-GIR-• ; :- '--- - ---1--- -----------t-----r--- ---r---- _-- - -- - - - --._.. .- - ____i_____ -._..r_._.._ a % '°. 0 f 0 X w 130 ---- -- ----.-- .__L-- - --- -- -----7-- --- -4-= -'- - - -- - -- -- - T-•------- 130 ` -t.0 - 5 --..-. r o o .:` I• _ 4 -�. SCALE: 1 INCH = 5 FEET 5' 7 -110% _ -_ R -- 1.-. . ----- _ 1 - 1 --r - - - - 135.25 AC18IF. 135.92 TC -1.1 I I I I --- -• - 1 . 1,- • • ;; •_E� L__` _ -' I i� - 135.42 AC z .14 --/--L-1-1--- .. -- - -1 �- Ili- _¢ w 136.89 FG 136.85 FG - ------- -------1----t-- ---r--. .._i - . - _ _ -E I I 135.9 2 TC - - - t ----- --,--- 125 9' P \ 6 He --- - - - + r_. 1 � � �__ _1__.__-. _�.. � 135.42 AC1 � ,H� i cv c. ' ' [' I 1 --r- -- -----1-7-- I ----r- �-�-{- 1��" 135.42 TC I Z �1 z �1 3g - 13542A f ------ --- _. _ ___f I -�- 135.25 AC - e� / x N a W • . -: 1- , 1 1- ii-- 1 ---1, ii- -1 1 1 .van Z5 PL4 '00+27.580+25 -0+20 --0+15 -0+10 -0+05 0+00 0+05 0+10 0+15 0+20 �0+250+27 58 I 5 I 1 X � �1 SECTION A-A HORIZONTAL: 1"=5' o0 8' 135.92 FG FG.� VERTICAL: l"=5' _1Jf) 5.98 % I X 145 , I I € > { I I ' 145 ��-+ 18.5' -- �i o _� 1 _I.____._.I ____- --.'.-- _____ __�- _.__.-, ___ I ,_________ 135.25 AC 135.43 TC �` -15% _ T . _____ 1 ___-__.___ _________._.__- _________..,__-_ _.._..-_..._. . .. •_.__-____.__ 135A-3 AC _7 I W � s � &:<,,,i 135.92 FG 135.98 FJ - - --- I . -- I ,--4- - - --E------r--+ + - - - --- s' 135.93 TC PEDESTRIAN ACCESS ENLARGEMENT 2 �/ -� ( Prr° 135.43 AC\ - f__L 140 -...._ ---.-.---T-1--i----t---I--1-•+---•-- 3 {-- - 1 , - ----- ----._ -- i 140 _ - _�- I---.._.. � --- -•--I----- ----_I----i-XI- - -•---- - t L- 135.9 3 TC -1.1% H ---------- - ---1--1 --- `-- ------ - T NRAD I �-----.-- Q Z1 ��-_ ._ � �.�.__ ----1-7-E------- _--_f__,r _ 135.25 AC 135.43 ACS „Ili- -------- iJ . --"'' -'..._M-___... - --._.. .__--_ ____..-_._._ _ 18.5 •--- 5' 135 --..j.:_....-...-_ _____ -- .-- - --------_ .- ---- -a--!___I__-_-._-_._. 135 __-� - ...- _ ,- - -j- -11-- -_ _ �_ I z Q 00 z-I ---------- -- I------ ------ -- R0P0SED I G"AuE _ - __.--------.--I --,---t-1-----1--1 j------r-t- i _ _________r.IW w ---~ w 10 -0 0+1415 -0+10 -0+05 0+00 0+05 0+10 0. 616134 cc p 0 CD Z Q SECTION B-B. Q a � HORIZONTAL: 1"=.5' C7 VERTICAL: 1"=5' ADA PARKING ENLARGEMENT CY z z -' ) - ' -� ICr) 5 ( a. r 135,78 TC ` -1.2% (135.98 FG 1 , \� /36 4 X36 TO______(..-- X136.48 FG 135.28 AC �/ ` � 135.92 FG � 135.92 FG ,135.92 FG 6.2 r 135.93 TO I �, \ X 135.43 AC 36.0 X V1 13.82 FG -135.42 FG:135.8 135.75 FG ' X 136.44 FG \ x ra. 135.5 - % .�,. -2.2% _ �Z/ 135.87 TC ! X 135.37 AC \ LANDSCAPE AREA DRAIN AT X 135.92 FG \/ �/ z. a LOW POINT. SEE SHEET C40 (:)- 135.92 FG /� S.6_136.48 FG Q /� 135.98 FG "� "� x • 136.48 FG I 135.92 FG - (12135.98 FG X N4 y 136.48 TC /< I 135.98 AC ��Gp PROF�c � I �GIN� 135.92 TC 135.9a Fc CONVEYANCE SWALE ENLARGEMENT Cazs81 E� 135.92 FG (CONTOUR INTERVALS SHOWN ARE 0.2 MINOR AND 1.0' MAJOR) X \ -1.5% PoR-oN . no I i- DWAR') f�17 \ �l RENEWS: 12/31/2018 ' THESE INS RTY OF O X \ 11. 5' �l WESTUAKEACONSULTANTS $NC. (WCARE THE E) AND N 135.54 TC 1♦I IAANNER EXCEPT PATH THE WRITTEN SLOPE VARIES ARE NOT TO f3E REPRODUCED tN ANY SEE GRADING PLAN MANNESIE wq ®, 135.04 FG \ 135.60 TC MN �/ ' tee 135.1 Q FG \ \' - b \ LIS AWAY FROM BUILDING \�/�//\// w w U•• \ \ \ \ m =m ��, 135.6a Tc d - • 4 • • d � . d Ill■ / \/ \ \/ \/ •4�4.,4"�4 .444 .d '`♦� U N � 44 444 444 4 -1 t ix /135.10 AC no \/\�\ \ SLOPE VARIES /�, �,`�`�\/�� \ �l \ \ \ 2% - 25% \ \ \ \ \\ 135.51 TC 1I.\/\/\/\/\/ // /\ \/\/�/j/' a} 135.01 TC/AC o \. I �;1\\ \� �� \\ \\ \\\\ ; \ \ �\\\. LEGEND A� c / \ �# MIl,\\/\\/� /�\�/ // // // // // / \///\// - - PROPERTY BOUNDARY F- 135.55 TC \ /\ /\//\//, /�^ /\ / 4' s ��5% 135.05 FG - CENTER OF FANNO CREEK CKCK N 135.1$ Tc / CONVEYANCE SWALE TYPICAL SECTION • EDGE of FANNO CREEK Z CL11‘‘, W N W134.68 AC \ (NOT TO SCALE) CURB O / s 135.46 TC _ _,_ _ _ FLOOD HAZARD AREA w Z U % 134.96 TC/AC a v El / y 1 EXISTING EASEMENT ? _J \ a o �° NOTE: ---•- -- - PROPOSED EASEMENT --(-) �.\.- , 1. EXISTING GRADE (EG) SHOWN FROM SURVEY FIELD m 03 134.71 AC 1 WORK OF JULY 2015. -{7 FENCE a +I 1 \ 2. ACTUAL EG AT THE TIME OF CONSTRUCTION MAY BUILDING d J a1LLI 35 135.12 TC 135 30 TC VARY FROM THAT SHOWN. 1 I I 1 I EXISTING WALL N 0 a - 134.62 AC 134.80 AC \ i Q 3. CONTRACTOR TO FIELD VERIFY EXISTING GRADES SIDEWALK cn o cALONG PROPERTY LINES PRIOR TO /��/i o ¢� p_ LZ CONSTRUCTION. NOTIFY ENGINEER OF ANY + �- LANDSCAPING s DISCREPANCIES. - 5 _ . - --- - 132 - - - EXISTING CONTOUR - 1' INTERVAL w z I o o (V N ! `1 - -135 - EXISTING CONTOUR - 5' INTERVAL SHEET \ 1 132 PROPOSED CON70UR - 1' INTERVAL F. I� ,.6 - \ ' 135 PROPOSED CONTOUR - 5' INTERVAL 3O3 © O JOB NO. i N PEDESTRIAN ACCESS ENLARGEMENT 1 2312- 017 § 5 �I I Ili 'I {.: Zito' i SCALE: 1 INCH = 40 FEETis....)4 4-, '�` QtrF'S5 *,613 SQ. 1 - `w �•- T .,� r / u ril ai • . N 10 w w ` ,'4'^'• .. ., � f Eimmi • SAI Ckl ip ■ ■ ■ ■ ■"■ ■"prf ■ ■1111 ■ ■ ■ ■ ■ ■ ■ ■ ■ Num ■ ■ ■ ■ iF ■ ■ ■ ■ ■170 lob / / cv E. Por- ■! t , � ''‘Illi,►� _, ■ a Hew v �. //SLOPE Ef�SE FI�!T ,� ■ / W . o w y w ` .''.,. "I* - • 't .,,,,� ADDITIONAL PRIVATE ! rn '� t //1111 . ,x' ,- :'-� ` i r ACCESS EASEMENT TO ® y� o w �I c� �,, IA , BEN PARCEL 2 ■ ✓ u W m . G? !' , ,��` ! ,, ADDITIONAL PRIVATE ® 1 So It ■ ,,-' _..,� :y '' ;' i ,,� , I`�'` �i� UTILiTY'E SEMENT TO . w H ■ •- ._ .._.. f p �... * BENEFIT PARC' EL 2 -w w t, -.�•� �, ' + /jam 44, sk PEM �3, Jx SO. FT.. �._ I :1F1cr A � i ('`` ....011., y w Jl I t ", p ++t //+ + + is ,/ ,.,s,., / f t + tt +4,, +++++7+ SENSITIVE AREA SETBACK BUFFER UNE -- .k ,y {L ` ; it - ® + + « + + + + + « + + + + + + + + + + t + t + iRTLVIATYTAASCCEEMSESNTAN© ,,:. I;IIjf / /� .•:•:•:•:•+ +.40,*.., + I ttt + + + t + # + t + + + + + + + t + + , ```-'•,,,,1 II BENEFIr�A :F � - ( Il + + ... + . + + + + r . p ....''''''',6,,,.„,...„, W/ , , 4 1 #+ / #. ' +++t+t++++ / +t++++++ f�' / .`"�.., �F // f 711 __, fi , ' "f ++t,t++ +`++++++ �� r /�� PRIVATE STORM SEWER \ �`��...,.,.T.., ...... ! � � (.rf. EASEMENT TO BENEFIT , ■ ; / / �" + +'�+'+ PARCEL 1 AND 2 T / e iif++++ ," r , * z Z( /'�- �f Parcel 1 + + + PEM�A • )11 ._. ,; fir �,��, ► ++ ,,,• Q • --__,,,j i I I -'„�� ® i`„•'"' „c„,,,,,0'r1 � �I ��,4 / + ,� ■/ R O I / KY,.; kik :,-/i,N1 /14ifis,P, , ,..-/ ,,_„.4 laj y � fi� 1t 1: / ! ++ 1 / O PUBLIC SANITARY / ■'•, i • �P'- i I 'i -" ++ / ® �^�,/ SEWER EASEMENT ■ R � ♦ (> / - + ■ ". z { TO BENEFIT CWS 4 e , r�1 r Par- +*' C, •, ■ f :j , / V111 i &tiFFE: p 4,4: 4/1, // 7 ..... , \ i , 7 i _ [............. (.‘, ��,,. .\ j -- _�_ __11,1/ j; 141„1 f ; ��\\ ■ w�' -- 1 . ski ` -'� ,D ■ \ i . ,05`') t i ;' 11° k°C/I'' ` ADDITIONAL PRIVATE ® �� / ' �� UTILITY EASEMENT TO ■ ■ / CSO / / / 'p` /°7111.)i*., PARCEL 1/PARCEL 2 ' BENEFIT PARCEL 2 III `., ,. f`f %.,. ,4,N, 1- 4 l 4ç. ui'' ,PROPERTY BOUNDARY ■ i ! TRACT A / -/ •, 0r,;. `. ', ■ ■ 0 - ■ ■ ■ u ®■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ s, �3 s /f yam/!' , �,,,• `•ham �� i '�%/ / / • /// . FACEIL 1 .%` ''.I'•r� ` } f'i'�':S�" °lid //j � rl ' - ,ct\ �� r """ ....„ ,�/` '� r� '!j%r •� h r' PROFF '� r .- i �}*t •. + + + + + + + + + + + i;� ,,,`:. - �.f"' f�� r _ . }� . i//►/,S J 02981 PE _)+ + + ++t+t+++t+++*+t+t+ �f, ill \{`� % /� d"•/ ��r/.+�+ r ,• f I N++ t +++++++++++,+++:"::•*,,,,,,,, +tat+ti++ttt+t� ~`y 3'7L.J ~•.,,, '....,...,-''r ��4O't?.r v4 .,if�� 4 '`.• �,� V ` ,�OREGQN My I: //l :: .. 4,: r J NO EDWARD 0- 'L;*c▪i Parcel 2 r�y t� �� r RENEWS: 12/31/201 ii + k2 r x Idt• { � 1THESE DRAWINGS ARE THE PROPERTY OFtl, ARE NOT TO BE REPRODUCED IN ANY + s I�l� / -+r . J WESTI.AKE CONSULTANTS INC. (WCI) AND `. j s i ,:< r ,' MANNER EXCEPT WITH THE WRITTEN ^ ti w `- :.,�.4 r a, . C // PERMISSION OF WO ,r w w.. cv i if " ::::. Wx ii,et.. i + + top,-->cri=le-' a, 4, « "5-2\'''-c-'-\ 3 -._ ______ .141144Nejlik;7;",4,Z„."--tlit. ' '''q , ,,,,,,:qrs:\/ ...;'- N. + +++t f f W ;-:6:' u`S + �Y+ - I--• Q CD „, 7/A. I+ c c4- 4+ a \\„„i + + r / z Cfl J ✓ o' 4+++++ ,47 ,�,r —I tom” veC "I0 LLI al. 1 / ¢ t—.IX II Z ! Q a.9 4 r ! Q TM p /�' 5 N w a co z tV J� �. SHEET 1 �'” N iz, 0400 , N. ,„ JOB NO. 2312--017 jam` I . 0 CV in ,rty+ t� p0 / „� ��;lrf t � jf[/ / N. �, �t ��iliL .,��eA{ I IIt ! fi ff / il: i/1/ %**4****4' '. „,.. / / ail 11 l'f 0812/ I \1/----------"-\ ,-- / / / S7C -,,.,, ,,,,„,,„.,, ,,,,, / / 2 0' 0 ,_1 0' 20'111 al III _.--- ---_ s„.:1:0' 0 '4,3w I III al - 11.111111 -— — aii....1 PL1 5 / \i/ \fr .-%:/-skb--\:\ %:;:44".•\ ..... . rn `V ''\ / SCALE: 1 INCH = 20 FEET t \fr \ _ ti$41 .4 k) 5. / \fr Nk "I/ NI/ X " .. // t 04 U) frridit i ii 14 c..1 ENtrZ rn f t,, _ ,fr t, .,Z" ,, ,, ' r 471• c.� � \ ,,,,,, ."- a I, 4 / 7 ' N'-'.--: / i / / .,„, i / _..4,,,,' III ;-.. At / ' ' -- '4-1ridre \ ''''...,,,,, ,� Ltd d �> v /�l + + ++ + + + +� '`•' ' SEE ENLARGEMENT / f 7 / t: 1 / it i / *-..-.: 444b4..6 41P E3 N'''. It'.-..' / '''..''''"'-,•.,,,,........1 s'/ Z W es — l f _ f + + + + + + + + + + + + t + + +I\, TRACT A / \ i , it, / ,\4. + 4_ + 4. ÷ ±_I. + + + + _. 4. +Not. 4.,,..- \ ÷ 4:,....... .....,„ ,,..-+- \.+44# ri...4..... .1417 4-------.'!"4''''''''s ° / '4/ `fr / :// //\4/ ,9es/Ar- Ili: 4 ''''', / '''' '.** ..`,. / W ."''''''''''''''''',...„1,:::-''..'*''''' ,,..,., " .— 4. + 0 + + + + ` r.+ ; r , '/ ♦ �� a. 1 ! \,,c, \i„ :_. , / I ' - ' - , / iS_. � - / 4412,\,_\\+: + + + + + + + + + + o \ + + + + + + + + + ...,...4_,.... / SGP , W o I \ / ,,..s7 • # a i ANA, / / / 4411100 . / ' i / + + + + ÷ + 4_ +./ - 4/:***Ns...... tie 4 \ r v.- 1 + + + + + + , + N..., ± 1- + ± • a...LT „h. ,,,,Ny o < Cr 43 dtg,atntsti,+wt�irst■ �,rlwayu tlat�',t0,•+ ■+�� + + + + + // f / f OUTFALL PROTECTION " / 1r1:"1 r, + + + + + + / �` ,,INSTALLED AS PART OF ■ / f , + + + + + � EARLIER WORK UNDER � f ,, �� + � + �- � �' J i SEPARATE PERMIT. , i '" + + + /' i -' fttlfifitll /7 i: tt !/Ittt� f;lfsi;i,ii�i• ,jf1A / , , ,,,, ,♦ ONSITE PRIVATE NYLOPLAST TABLE �. �,�' y.�_,.tea + / / -.h ! / • '��'0 � ,51!I \ f` + + / �'' / NAME: RIM: PIPES. ,t ' '' + + + + o AD-1-P1 135,42 14 LF 8" PVC, IE OUT-130.73 SLOPE.--1.0% / -�.r.:. ��, / N /1), `G vo j r + r �'' ,, �Gp ;(4.)::4 i Al ! r ::/.4!,, / �,:: + + + V CB-1-P1 134.55 104 LF, 8" PVC, IE IN=129.55, SLOPE=1.0% ��/�{,J��"'G' / I 'V� F'c '"" G� 11 i ',f f ! , �` + / 84 LF, 8 PVC, IE OUT=129.35, SLOPE=1,0% �4r N e' fir ' / 0 \ ,,, /+ +♦ 82981 PE j 1 1 1 - it ‘1,v� j. s �, .,`� ,..//+ + r' ` CB-2-P1 134.51 7 LF, 8" PVC, IE OUT=128.61, SLOPE=1.0% ( \ 0 t + ♦ .h� Z OREGON >k• ' (" ` :i / g /. / , '''•,,_ \. C ,,` + + + i ✓�w rrf CB-3-P1 135.18 5 LF, 8" PVC, IE OUT-130:36, SLOPE=1.0% �qY 12 Z�p°0 �� .x .,„/ / ..-:,/ * .% a i ' �� t i`' / / K fxA + + ,.'• ' f CB-4-P1 128.98 15 LF, 8 PVC, IE OUT=126.25, SLOPE=0.7% EDWARD ! f �.. ,\ STORMWATER PIPE 2018 �7 t + +�, RENEWS: 12/31 ,�' ® E : /2018 4t / + >4CATCH BASIN 1 /. /'/' THESE KE C N S ARE THE PROPERTY D \ t* OLDCASTLE PERK FILTER VAULT i f / +♦ / J / IO �t WES'RAKE CONSULTANTS INC. WKx AND N / 1 j �' / , -" ,, / + + (` .' - i -i J ARE NOT TO BE REPRODUCED IN M!Y / ,, ' l 7 + ;, f Cr, ► -7 7 SANITARY PIPE WATER SYSTEM KEYNOTES: PNE MISON OF WITH THE WRITTEti � / ' , / Y , / ,,, + +f+ + ""XW'�" EXISTING WATER PIPE m cy•• N• / t/ + �y^ - + + , t ,�' / 1 EXISTING WATER LINE PER ASBUILTS. m u.1) .- co—W-- O NOTE: CONTRACTOR TO VERIFY Si MATERIA _- ,___/, /*, r4, „,,% /> .` ,,- l / j + + 4 f PUBLIC WATER PIPE CONDITION, AND LOCATION OF PIPE AT POINT OF l i` / / ,- f♦ y/�` ;,�• i i'k # "0 -- DOMESTIC WATER PIPE - PARCEL 1 CONNECTION PRIOR TO CONSTRUCTION: NOTIFY ENGINEER a �,: j + --nil-- FIRE SERVICE WATER PIPE PARCEL 1 OF ANY DISCREPANCIES. 0� 7 3 *� �: .,,� �j ,` / , ♦ \ ,Aoto ,r 2 PUBLIC FIRE HYDRANT INSTALLED UNDER PUBLIC WORKS 7� r >''' / / / / �,�' —DWI— DOMESTIC WATER PIPE - PARCEL 2 O PERMIT. I- Zs \ ` 7 i- . ,x" \' _ 02" DOMESTIC WATER SERVICE. M 3 i 4t/' b/' r + ,� --Ftl�2-- FIRE SERVICE WATER PIPE PARCEL 2 COORDINATE WITH MEP FOR SIZE OF DOMESTIC SERVICE X I. 0 . +� s` / ' Li iS- y +� `, '� + r7 FIRE HYDRANT (2" INDICATED). .,/ 6" FIRE SERVICE. p CL j� - +%,,� 10 ' ' `-I COORDINATE WITH MEP FOR SIZE OF FIRE SERVICE (6" m p CD < `\ 0 w W ♦ l a „n -. + 0 \ ,, STORM DRAINAGE KEYNOTES INDICATED}. +► 0111Y s ,k T WATER SERVICES TO SERVE PARCEL 2. SEE PARCEL 2 z 0 a + + '` 1 EXISTING SLEEVES THROUGH WALL. 5 PLAN SET. 9 0 co 03 f T�° + ,x.- \ ` 2 12" STORM OUTLET PIPES IN SLEEVES. SANITARY SEWER KEYNOTES LAI 4 .� ♦ INSTALL PERK FILTER VAULT OR APPROVED EQUAL. SEE R E=YEN �CE'S () Lr a 3 DETAIL ON C502. a W 3 �'` •��. ./. -' SANITARY MANHOLE INSTALLED UNDER PUBLIC WORKS �,• :; ♦` E' PERK FILTER VAULT AND ASSOCIATED STORM PIPES FOR i ' 1 PERMIT. T o ��'' �,,,, SET. RIM-130.07 � � � Q PARCEL 2, SHOWN FOR REFERENCE. SEE PARCEL 2 PLAN *..fi IE IN (4" NE}=118.94 - PARCEL 1 Z d Q_ Cs 0 • lc� f �' S 8" STORM CONVEYANCE PIPES, INSTALL CLEANOUTS PER IE IN (4" SW)=118.94 - PARCEL 2 N te) �• ` PLUMBING CODE. IE OUT(8" NW)=118.74 W C-S '\. (6 CONNECTION TO ROOF DRAINS COORDINATE WITH MEP 2 4" SANITARY LINE TO SERVE PARCEL 1 BUILDING, S=2.0%. °` _ Z CV N f f� ``-� PLANS. INSTALL CLEANOUTS PER PLUMBING CODE. 7 ;''' .f (5) INSTALL SUMPED NYLOPLAST 24" CATCH BASIN WITH 3 4" SANITARY LINE TO SERVE PARCEL 2 BUILDING. SEE SHEET SNOUT, OR APPROVED EQUAL. SEE DETAIL ON C502. L_ PARCEL 2 PLAN SET. lo / INSTALL NYLOPLAST 8" AREA DRAIN IN LANDSCAPE AREA, C401 ® I •, OR APPROVED EQUAL. SEE DETAIL ON C502. JOB NO. 2312-017 V75 i o ore; •+d t($tt`..,, fit{ Fy o i r7,... ,6 ........„ i1I t 'til co.,414 1111, 'III 11 t it N„ ---„,........_ .1,11 lop . 5 if* -,... ..(1 -,,,,,,,, ...... --,,,,,,,,,,, 0 ♦,, 1 '♦ 5' 0 Z5' 5' 10' Z '`� � cg '' .,� SCALE: 1 INCH = 5 FEET › 4 . . ..,. , -,` E-4 ♦ c,wcl , 40, 6 E-,-14 Ho 44P `� YZ W Z Dip ♦ 0 w X10 '"UNIVIONII. 'G "' 47, W V s( '--_-_-_/5 "---, -,,,.. c.") ul c4114 47}(IF 4/14:°. •1�► ♦ '♦, >:0.4.4:7° W p,.-iE�' 4 , 23. 2,.,- ,_ + I ,I II` = �.. ,.., '' S n 4614' 1 I + + I' -,.. 0 / ' ----.„„mer,4:::: -7::: za L.L.J CD I I I I w 4tt ......,4 <Q.. Pis. 47„ ,,,, / 4 W I I I I --� ' - - 1 ''� �, '' 1 I W I I -- -- I I -}— ♦ �,,,,I,, , o ce ,f W -+- I I I --}- -}- I `-tom O W 0 .< iii z r. 1 1 I 1 r *-/ I 1 ♦ j 7 P 13+ + I 1 p ± / I I + +Jj/ / F5 I / / I I I I /' 0 + I ---{.- I •)"/ M all I I I I I -f- I 1 -- - / .� ♦ LEGEND = I + I --I- I I + -�- -1- / --XW--- EXISTING WATER PIPE I I I I I I I I • —W—" PUBLIC WATER PIPE 1 + 4° ± / + 1 --DWI-- DOMESTIC WATER PIPE -- PARCEL 1 C , + + + , / --FWl-- FIRE SERVICE WATER PIPE PARCEL 1 I I .---I_ I I I ♦ 1 FIRE HYDRANT �,,,,n PRO )<\2<1 rz I (47I I I ( I / 113./ 82981 PE / /\''\ ,,,1 1 4r, ',- I I + ± - V CONSTRUCTION KEYNOTES OREGON EXISTING WATER UNE PER ASBUILTS. '£O L.. �.- I Lanni / .� �.-I NOTE: CONTRACTOR TO VERIFY SIZE MATERIAL, EDWARD I1�1 gNINO' Z RENEWS: 12/31/201WATER SERVICE CONNECTION, FIRE HYDRANT, AND FIRE SERVICE VAULT ENLARGEMENT CNOTIFY ENGINEER OF ANY DISCREPANCIES. THESE DRAWINGS ARE THE PROPERTY OF i WESTLAKE CONSULTANTS INC. (WO AND PUBLIC FIRE HYDRANT INSTALLED UNDER PUBLIC WORKS ARE NOT TO SE REPRODUCED IN ANY N 2 HANKER EXCEPT YATH THE WRITTEN PERMIT. PERMISSION OF WCI r. Q 1 1/2" WATER METER PER CITY OF TIGARD DETAIL 521 ON C501. 2 6.. N 2" REDUCED PRESSURE ASSEMBLY IN HOT BOX Q° U� '-' "HYDROCOWL" OR APPROVED EQUAL, PER CITY OF TIGARD DETAIL 554 ON C501. 03 : COORDINATE WITH MEP FOR SIZE OF DOMESTIC SERVICE -, om 3 (2' INDICATED). ELECTRICAL CONDUIT NEEDED FOR ELECTRICAL LINE FOR HEATER WITHIN ENCLOSURE. F.- a d COORDINATE WITH MEP FOR ELECTRICAL CONDUIT ROUTING. Q6" DOUBLE CHECK DETECTOR VALVE ASSEMBLY WITH FDC W (684-WA), PER CITY OF TIGARD DETAIL 533 ON C501. O.. COORDINATE WITH MEP FOR SIZE OF FIRE SERVICE (6" o INDICATED). TWO SEPARATE ELECTRICAL CONDUITS 2 P C) NEEDED. ONE FOR POWER TO SUMP PUMP AND ONE FOR fi 2 Z it LOW VOLTAGE POWER TO FIRE SERVICE UNE CONTROL v in VALVE TAMPER SWITCHES. SEE MEP PLANS FOR CONDUIT z w J o SIZES AND ELECTRICAL ROUTING. METAL SIGN WITH RAISED 9 = LETTERS AT LEAST 1 INCH IN SIZE SHALL BE MOUNTED ; CO TO THE FIRE DEPARTMENT CONNECTION. SIGN TO READ .- "AUTOMATIC SPRINKLERS". METAL SIGN ON FDC SHALL d v.-- -, HAVE A RED REFLECTIVE BACKGROUND WITH WHITE J REFLECTIVE LETTERING. a LI c-; 6 FIRE DEPARTMENT CONNECTION. SEE DETAIL 533 ON Lok' SHEET C501. v) rL W Q ,/� FIRE SERVICE WATERLINE CONNECTION. SEE TUALATIN o M: ¢ a. ca \LI VALLEY WATER DISTRICT TAPPING SADDLE DETAIL #8 ON ,i c; C501. CONFIRM BUILDING FIRE SERVICE SIZE WITH MEP. 5 N I 0 0, DOMESTIC WATER SERVICE CONNECTION. SEE CITY OF Lii ox o z TIGARD DETAIL 521 ON C501. CONFIRM BUILDING WATER .I- N SERVICE SIZE WITH MEP. SHEET 1 sh.a C4O2 ! L c JOB NO. 2312-017 §N 1" 6" CONCRETE W/ LIGHT BROOM FINISH 1/2" RADIUS TYP. 0 N rti FINISH GRADE 0 BACK OF CURB Z Foto 72" " A.. . :fIn • W \ #000000:0,0//0„00.000.0000 ),00 ,/,... . HANDICAP PARKING SIGN TYP. ! �^.� 5 1 2" r-10 I " ot,Ck: 00 .' a ,° PAVING in 41 ��-1 FACE OF CURB RESERVED / 5/80 I °°a ¢ �< .. NOTES: •; : :4 a 4 CRUSHED ROCK 401.0 g cl) =-6 • INSTALL WITH 12" GROUND TOP VIEW ° •c o0,h o o,°°°t, 4" WIDE PARKING STRIPES PAINTED WHITE PARKING SIDE VIEW SPIKES (AC INSTALLATION) — 2" CRUSHED ROCK H . V.,1 SIGN R7-8 - -- --- UNDISTURBED NATIVE SUBGRADE ugLa� ,,,,,,,,,„,„,,,,,,,,, , Ft w PRECAST CONCRETE WHEELSTOP NOTE EXPANSION JOINTS 0 15' O,C. MAX. U a r 1 ,, i NOT TO SCALE 6" EXPOSURE VERTICAL CONCRETE CURB © w u�o • it v w � . NOT TO SCALE CURB CONSTRUCTION JOINT Z HANDICAP PARKING EMBLEM - TYP. ' _ 6" W n�.:�'�+ PAINT WHITE7REINFORCED CONCRETE T` _ ASPHALT SLAB ON GRADE 1 t° = Y A N SIGN R7-8P a 1 a N �' ACCESSIBLE .. . '� • ` ... 1 01, NOTES: a ._.._..J SUBBASE _ 1. BOTTOM OF SIGN TO BE PLACED AT A MINIMUM HEIGHT 4N �...� OF 5' FROM GROUND IF THE SIGN IS MOUNTED ON „ PARKING STALL - 9'-0" --LOADING AREA SEE9 ARCHITECTURAL PLANS THE. BUILDING. .OTHERWISE, 7' OF VERTICAL CLEARANCE IS REQUIRED BETWEEN THE BOTTOM OF THE SIGN AND NOTE: COORDINATE EXPANSION THE GROUND LINE. JOINTS WITH SIDEWALKS ADA PARKING STALL ADA PARKING SIGN 0" EXPOSURE CURB d - • NOT TO SCALE NOT TO SCALE NOT TO SCALE z 0 w to W a °J rr Q i 44‹ 6 w Q Q 6" W.- -•. WIDTH PER PLANS .� SEE NOTE 5 1/2" RADIUS CONSTRUCTION JOINT 6" CURB EXPOSURE -.---29' PAVEMENT , r ,.�... " �11�11: 1miht . II 11,411--11`. __ • IhIIll=11=411.1 .11=11- .. .„••1 n,r F-=•-a- 2" OF 3/4"-0" BASE ROCK Cr✓ COMPACTED SUBGRADE ) 2" CRUSHED AGGREGATE BASE "-0 4" ASPHALT CONCRETE S I D E W A L K ADJACENT TO CURB (LEVELING COURSE) 91% OF RICE DENSITY 95% OF MODIFIED PROCTOR AASHTO T-209 ASTM D1557 }. � •YQ t 3 = � z CONCRETE W/ LIGHT BROOM FINISH LANDSCAPE WIDTH PER PLAN � h - e� �c� s ,, � mow" ,• �_ 6„ PER LANDSCAPE .3 _ t, 1 j2" RADIUS TYP tib" PRpFF 4111 IIIP 4111 1114; Irr!r wrV'ur!r!s!sW�W!r X410 war ira=r�sW.P!r!�WS,v.rWrr 40�!r.W!r 1,41/Ir, PLANS _..',.. ....... ._........_,.7%-+w•- -.-.._..._...•..._t._.._..._.. ..._,.,_.._ I'` EXISTING GRADE 0 BACK OF CURB C �,�`� "IN�F,A _.•-.-2% 11i%i►`P'"i�SWrdi l''ai�1►i"'i�►�'''��'I 11041 2981PE 4-Nesute PAVEMENT A •':'. ;:,,,_;�, 7..�; - - . <,k �� A� ;� **11P 4111 11110 4111 IIMP 4111 low 4111 ��Ilil �� 11111 �11 4 0OeI IVI I ITI 11=11=11=II • • • t� • - 0 �" REGON . :,f -*;•.1 .I1=II�11=N�11� *1°""3"'ll� * * ' cocA�, �' O°b FT 4}-12,2( J4.) .` '--**4 .y; i w. �! fir �1 �f ► �► �► . SEE NOTE 5 - � �. C, ),I0 o2" OF 3/4"-0" BASE ROCK f, ./ Jf• ,/ �, `� •d �� T 4'OWARQ // / o COMPACTED SUBGRADE �� '�� `��`�� \�`,�`�� •,�`� °� t/.�/l7 � �� ' r �/ /\ �'i � � �i� '/./�\ r�r RENEWS: 12/31/2018 LJ E W A f\ AWAY FRO(V i CURB /`"/ `"�///I\//\\///�! /\/ "///�/�// / `/ // } THESE DRAWINGS ARE THE PROPERTY OF WESt/ / \/ / /�/ ` \ \ \` \/`/�/ 4 ARE NOT CONSULTANTS REPRODUCED INC.(WCOIN AND �p ARE NOT TO 8E REPRODUCED IN ANY NOTES: A A ��\r\\�\\�"� /. A/. A r\\��\��`' A; PAVING 4 MANNER I« EXCEPT WITH THE WRITTEN `; SUBGRADE PREPARED PER 12" CRUSHED AGGREGATE BASE 1 "-0 • 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE GEOTECH RECOMMENDATION 95% F1OMODIFIED PROCTOR CONCRETE m � (\i' OF 1-1/2" TO 3". ASTM 2. PANELS TO BE 5 FEET LONG, UNLESS OTHERWISE INDICATED BY OWNER. TYPICAL PAVEMENT' SECTION • 4.,:*i ° r,..4,°°°0°• �' 0 . • _ -3 ae 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, PER GEOTECH REPORT (2016-10-07 BY GEOPACIFIC ENGINEERING, INC,) 9°" a. . UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. o NOT TO SCALE ° . 040°g.&Q,'.°10° ° 4t� U 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE ___ - CRUSHED ROCK CC CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS.Zi W UNDISTURBED NATIVE SUBGRADE La.. NI 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE I-- 4 CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. 2, P 0 OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. w a' z CONCEPT CONCRETE CURB-WALL (6w-24° z ....- 4,- 6. EXISTING TO NEW SIDEWALK JOINT CONNECTIONS: CONTRACTOR SHALL PROVIDE DOWELED 9 (SEEPIANS BY OTHERS FOR DETAILS 5 CONNECTIONS BETWEEN NEW AND EXISTING SIDEWALKS. DOWELS SHALL CONSIST OF 1/2" NOT TO SCALE m CD REBAR EMBEDDED MINIMUM 6" INTO CONCRETE AT 3' 0,C AND HAVE MINIMUM 2" COVER. - L or 3 N V n. !W, PRIVATE CONCRETE SIDEWALK o Q •r z Q rn NOT TO SCALE o o 0... OA I w SHEET ;25 0500 10 z h F JOB NO. 2312-017 N CITY WATER DEPT STANDARDS PLUMBING CODE m� 12" BEHIND SIDEWALK � oc� OR BEHIND CURB SEE NOTE 4 = 12" MIN. I ,� THRUST BLOCK CITY APPROVED 00 • BACKFLOW DEVICE FLANGE COUPLING i�'EIi ."rf��j I[■ ii[R.r,b"l'illitall.111111111111W I�'WHEN NO SIDEWALK 4�► =a 4 ' e10mRETAINER GLAND L ,. �If.',I mac . � � •.J .. �. ' - ADAPTOR o© 2" OR 1 1/2" 17"X30"X12" ROTOCAST METER BOX . 7- �:.�. ,{ :J 00 METER W/17"X30" ROTOCAST LID W/TOUCHREAD HOLE • FLOW � �ih.�./'I'-t' 1/1►1111'LT�i Yea' I' 12" MIN • s til..- •tet W111r tl1•;:V+ Rumor SEE NOTE 5 • MEGA FLG � � �•4f:'` .moi .}�*#a. r,: .' .. .., i-Annre.rrri FLG OR EQUAL _ . re • r,. FIRE DEPARTMENT ;. <. te,,,i AkfOr .!!jii. .0;.•• Z.r:. . O•. g ' '' CONNECTION F. as, +. r.� �;- 6 ' 24" MIN. - Ira `v . i j `��''�� OPTIONAL AT THIS LOCATION PLAIN �� ..• IIMII '. `. OSHA APPROVED LADDER Mlh. 24" MIN HOT BOX W ".r, 5 ,:,...:a:.:� Y WITH ALUMINUM LADDER I �'SEE NOTE 9 "HYDROGOWL" 2" FLG X COMPRESSION ANGLE EXTENSION BY UTILITY �- 7" 6 O EQUAL #i11111111111� c3 ig� STOP (FITS 11 j2 APPLICATIONS) VAULT CONTRACTOR TO SEAL ALL 41111 111 111f111111 � i► 4 /- MJ X TAPPED PLAN OPENINGS IN VAULT WITH J I II I IIo H I I t H ♦ va.0 2" TEE NON SHRINK GROUT PRIOR SEE NOTE 4 STANDON PIPE STAND -*----7 TO BACKFILLING APPROVED DEVICE SUPPORT 3" AND LARGER 2" TYPE "K" 3" MIN. 6" MAX. COPPER PIPE � � I- SEE NOTE 8 � a �pw I GROUND LINE -` a� DRAIN TO CURB OR !` PI f1 90' BEND FIG. 4 a __,___ t == ` / DAYLIGHT (11 ... (')` rn t I� i- � .> '� .C?� l .E�� RETAINER GLAND Ct W v0o SEE NOTE 5 A ',...---03,0,17-m- ,t� / a Ie _ I' " C,> W Th 3 MIN CLEARANCE " SPOOL FLG. x P.E. v MAIN LINE ON OPENED 30 MAr/LENGTH VARIES 4 Hca II 71' COPPER BENDS f�� _ •� , a " 0 �1 AS NEEDED I OS&Y VALVE �. �� • •. • • ." -•• `a. ,8 _.. . . "° . W 0.4,-4-4er MEGA FLG OR EQUAL 9O BEND M.J. ._ 6 CONCRETE SLAB 2" MIPT X COMPRESSION CORP INLINE CHECK VALVE WITH THRUST BL• �1,� ' : .,:. `"_ " LEVELING COURSE ;., �, w AND MEGA-LUG RETAI .!y 3/4" CHRUSHED ROCK sem)C■■IhAII I .SIP• A--- I GLANDS (TVP) fr. SEE NOTE 6 CONTRACTOR TO INSTALL ""rl�41.116 ";I�''"lvli�11111 ''�..� 1111111111 RODENT Q CONCRETE BALLAST 3 CU. YD. 111-4111-111-- ------- -1111" " SCREEN MIN. WHERE FLOODING OR aSTAND ON . !��i1 �- HIGH GROUNDWATER EXIST--- ELEVATION ( "•) --�-- MN DRAIN TO DAYLIGHT OR INSTALL SUMP PUMP 1. REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE INSTALLED IN A LOCATION _, NOTES: ELEVATION CONTACT CITY FOR APPROVED BY CITY OF TIGARD. PUMP SPECIFICATIONS 2. REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE INSTALLED HORIZONTAL AND PLUMB. 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90` ANGLES TO Lid METER LOCATIONS. HORIZONTAL & LEVEL. 3. ALL CLEARENCES APPLY TO OUTSIDE, IN-BUILDING, AND VAULT INSTALLATIONS. 2. BANKED 2" METERS SHALL HAVE 24" MINIMUM DISTANCE BETWEEN 4. TO BE INSULATED AND/OR HAVE A HEAT SOURCE TO KEEP ENCLOSURE AT SERVICE TAP INSTALLATIONS 12" MIN 40`F (NFPA 13-4-5.4.1.1). �/ 3. IF 2" METER IS LOCATED IN SIDEWALK AREA THE METER BOX NEEDS TO 24" MAX 5. ENCLOSURE SHALL INCLUDE A BORE SIGHTED DRAIN TO DAYLIGHT CAPABLE OF 1� ' BE 28"X27"X12" ROTOCAST. IF TWO ARE BANKED THEN THE ANGLE STOPS FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM DRAINING A FULL RELIEF VALVE DISCHARGE. SEE DETAIL 557. 41(C NEED TO BE AT A MINIMUM OF 30" APART, UTILITY VAULT OR *EQUAL BILCO DOOR OF DEVICE 6, 4" 3/4"--O" COMPACTED GRAVEL LEVELING COURSE SIZE WITH F.D.C. WITHOUT F.D.C. OR *EQUAL 7. A DOOR OR OTHER APPROVED ACCESS SHALL BE PROVIDED. Q__ 4 678-WA 577-WA J-5AL 8. ALL ASSEMBLIES 2 1/2" AND LARGER SHALL BE FLANGED 6 687-WA 676-WA J-5AL 9. ALL STRUCTURES TO COMPLY WITH LOCAL BUILDING CODES. 8 5106-LA 687-WA JD-3AL 10 ` 5106-LA 2106-LA JD-3AL 10. DETECTOR METER TO READ IN CUBIC FEET. •art. ENGINEER APPROVED EQUAL 11, INSTALL 3/4" REDUCED PRESSURE BACKFLOW AFTER DETECTOR METER. Z Q CITY OF TIGARD APPR058 D NO SCALE CITY OF TIGARD APPROVED NO SCALE CITY OF TIGARD NO SCALE W OREGON THEODORE S. KYLE, P.E. 1-1/2* OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. 4 ENGINEERING DIVISION an Z ( C - DWG. N0. - " ENGINEERING DIVISION errHONER DOUBLE CHECK DETECTOR _ DWG. NO ENGINEERING DIVISION CITY ENGINEER REDUCED PRESSURE DETECTOR DWG. NO. PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT /+� PUBLIC WORKS DEPARTMENT �"'� 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13123 S.W.HALL BLVD. , TIGARD,OREGON 97223 JANUARY 2011 WATER SERVICE TIGARD,OREGdN 91225 JANUARY 2011 VALVE ASSEMBLY 533 TIGARD,OREGON 97223 JANUARY 201 t BACKr LOR ( r E GROUND) 554 5 A �/ I- GAR VOICE:(503)639-4171 `Z' �; YOKE(543)6394171 ' VOICE:{503)634 4171 "T L FAX:(503)634-7291 APPROVAL DATE ,.;k' FAX (503)684-7297 APPROVAL DATE - ,-. FAR:(503)684-7297 APPROVAL DATE IX 0 Q iii Ih-;.:..... ffiti a 11M1. ,nr Ti 111 I :.'1: 11: II ISL' 11 .. .. Weill x.11, EN 113 "Ira - r =_ iNi TRENCH WIDTH ti �/ /� \ Ns( ...,..> ..f.\ / /' ��/°�*�'' / /�/' /�/� �.r'�`/,�i � " AS REQUIRED ..r ,9' e4�*•� ,��/�/'�+ .. •/'` : : . . . / j/�' `�`�/\tf� PR� PLUGGED TEE PLUGGED CROSS4 12" '0.Qs \`�/ f/ ,�;: • • :x "``. ;` ' ��f/� '� BEND PLUG OR CAP ,yC MIN y . `�. i \\7;,...i. ti .;.• . • , ,. . N. ( N . -.4o.-1,. i 1,. .. ' . JIL . ..A. .. . . . . . 3 iii • • • • �,,•! OREGON 11111 Iiiii IIIIM 111.1+MIN t 3000 PSI :. . % *• '. ., A -. • •• �q 44 •::.F: ayy COMPRESSIVE STRENGTH . ; , •.. • / *.• - . . t _ y�2 2-°a Cs •.%' CONC. THRUST BLOCK • " . .. - :;, j �j - ` . ,-II I=,.-/I. AGAINST UNDISTURBED :.••••• '.'1 N '•'i' r'� ♦ a� +=�I w*r'11s�; 111111111141111111,1111111ii �' o RA PLUGGED CROSS TEE �' s ►�:I MI f/ ,<Lfil I' DWARF LATERAL EARTH-BEARING AREA �•••- - ..tea i1�• ON BOTH SIDES OF PIPE '' (CONCRETE DIMENTIONS TIE RODS WHEN r:�"'"' RENEWS: '12/31/2018 CONCRETE THRUST BLOCK SCHEDULE EF MINIMUMS I t SECTION REQUIRED, ANUI MANUFACTURERS ERS AS PER 1 '. E REFER TO DRAWING N0. 56 THESE aE CONS ARE THE C (a TABLE 1 wI s1w(E CONSULTANTS INC, (COom)AND f. FOR BEARING DATA) " RECOMMENDATIONS PROFILE VIEW - ARE NOT TO BE REPRODUCED IN ANY N (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) 12 FITTING 90'BEND, TEE, OR 45' 22 1/2' 11 i/4' _ D MANNER ExtEPT WITH THE WWTTEN 1,,, BRANCH THRUST BLACK PERMISSION OF WO SIZE (INCHES) PLUGGED CROSS BEND BEND BEND i��_I;I•4tifti'rt'y MIN TAPPED 2" :.. ,� �1 i PI1' DBEARING AREA (IN) (SF) 4 01.9 01.3 -- __ ��,, '` ��t��`�1A !`��` y,,,•�, PLUG, CAP :' �I 4 1.3 mm .A.4..4../i../.4.te, l.40,1ilf_ ••...; •• o./i✓oV J�li OR OTHER _ 6 04.0 02.1 01.3 -- .. '� FITTINGS AS ,•w;r 6 2.8 8 ©7.1 03.9 02.0 01.3 : ; • • REQUIRED } E 1 11 5.0 13 11.3 a '' 12 16.0 08.8 04.8 02.3 _, cecQ 16 28.4 15.5 08.0 04.0 MU �� ra KEYNOTES; '0 24 64.0 34.9 18.1 09.1 IIIIIIILaig. - I A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK I-- ' SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY • DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.5 SACK MIN.) M N ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ;� ' , " B. WRAP TAPPING SADDLE AND VALVE WITH 3 LAYERS OF 8 MIL POLYTHEYLENE PRIOR I� O ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO 3 0 TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM IJV N COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING • • I' •l'I`lI`I' ius.;:♦ . „••• ..: ),� -V.,/.41".''.*.‘/* BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE. Z n STESSES, USE THE FOLLOWING EQUATION 1I• ':. • o t•O'/'•" '✓ C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. ~ U R RETAINER GLAND `if i/•i/•./J i v.-4;4V DITCH LINE D. UNE-SIZE GATE VALVE (FLG X MJ 2 P CD BEARING AREAS (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) 2'--0" i��'ti1; 4'-0" )` w d Z E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED PER DETAIL 21. cr a NoTtLu MIN. MIN. MAX. z w ©_ 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER GENERAL NOTES: 6 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 PLAN 1. BEFORE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE o 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE o3 m •p 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. RETAINER GLAND(S) SADDLE WILL BE INSTALLED. ~' a 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON QUANTITY BASED ON PIPE SIZE 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. _..1 `^ THE PLANS: e. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. 3, CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF o a` STRADDLE BLOCKS TO BE USED ONLY BY APPROVAL OF CITY ENGINEER. a W 6. IF NOT SHOWN ON PLANS. REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE. FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. t ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR a 0 STRESS(ES) STATED IN THE SPECIAL PROVISIONS. 1. END OF LINE BLOW OFFS 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER 2. BLIND TEES PRIOR TO TAPPING. I IX BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF 3. BLIND CROSSES 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. 0 o oh THRUST BLOCKS ARE IN SQUARE FEET. 4. VERTICAL BENDS 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. ZZL5 0 i © a NOTE: MECHANICAL FIELD RESTRAINT IS REQUIRED FOR THRUST RESTRAINT Tualatin Valley Water District DESIONED:P08 DATE:6/1/2012 S N CITY OF TIGARD APPROVED II~ APPROVED k lunomm,.�.r.-"�'' a APPROVED:,FK TAPPING SADDLE DETAIL W a z N NO SCALE CITY OF TIGARD NO SCALE 0: , OREGON THEODORE S. KYLE. P.E. ��+ OREC,ON THEODORE S. KYLE, P.E. 4 ENGINEERING DIVISION STANDARD ANDARD THRUST DWS. NO. ENGINEERING DIVISION DWG. No. 1850 SW 170th AYE. Beaverton,OR 97006 gr- N ■,...- PUBLIC WORKS DEPARTMENT �� aTr aTr ENdHEER Mg PUBIdC WORRSDEPABTMENT . STRADDLE BLOCK {sD3}642-is11 WwW.tvwd org sCALE:NONE SHEET13125 S.W.HAIL BLVD. { OC L�6/� .e 13125 S.W.HALL BLVD. / •'y .._;, TIGARD,OREGON 97223 JANUARY 2011 BLOCK K �'1 R U TIGARD,OREGON 97223 JANUARY 2011 561 - - T1 D- VOICE:(503)6394171 V '�` ,I VOICE:(503)6.394171 V ss C5010= -- :` FAX:(503)684.7297 APPROVAL DATE - PAX:(503)684-7297 - APPROVAL DATE 3 JOB N0. p 2312--017 ea 0 o LS Lm - o a . . Z e2 cam?} �`.� 0 _ - r. " __ so te.00"1 TYPICAL 7 a.,�: _ DIMENSION_ I WALL THICKNESS. ��, ��\A�ipr;� . '} 1 "1 4 SEE"w t 3uu 5/8" I 1/2" /r M"-� a "' f/ tL �'r,•-- 016"MAXIMUM. , I . M ,_ .`v_ ✓ - r N SEE NOTE 3. 1 _ r_ __ ! N 0 CD / ,,A I""r► I""4 ." .. V tri 2X 436,00" BOLTED & GASKETED i/ \\ .-r /,.i , 411 f , 1 /1,'..1" `\''cs: .w • CAST IRON COVER �•-----�-`� i 0�,` . a k94 ir1 lir1 10;1 ;,--"`'� 'a; 4,00' 'oo t1 t ACCESS COVERS. RISERS & SLAB ; ) [aa.Oo ". T&G IMPRESSIONS AS REQUIRED. ----7;',--;-7-., f .� rY FLC0ITABLES WEIR. .. is^`.r,. \ FIELD POURED CONCRETE COLLAR , '� , `,,�� a A i► rclr '+rr A Soo' - 10 1/2' AC OR CONCRETE PAVING REQUIRED, BY OTHERS. SEE NOTE 2. 1 ;GRI ,\ __ .to ♦1 t► !l 1i►-.�l t,�. ai,/ [ed.00"1 . tOR OTHER SURFACING ` C ve T.14..,-,--,rie I ,"---VENTED PRIMARY Er i'Ass , Mt Y' /' / OUTLET HOOD. ;4. 1MiiV 1�►f1 le."�. T �4r �^ I f / 1 / BETWEEN FLOW THRu � L ' . �+,.r w.r ..r __No.., �- �1 1f3 s� / TUBES. S IF :�- _ //r///% r r r,,1 �/I ! `` ___. i / i now THRU TUBES �r- ,'- _ .. -it-L,'''.--------- -.,-...1-' („..eWEIR/BYPASS • / r "\° W ip- otss. J /7 / /�' 94 /.� /J�./z// ° PAVED AREA ON PRIVATE PROPERTY LANDSCAPE AREA ONLY i?+ PERFORATED DRAIN-GOWN /� l cn FEED-THRU, 2X FLOW THRU _ l ' rW.. J lam .rc"rrc ter f ril w OPP-I I • TUBES PER ASSEMBLY. Y • .1 1-4_711.1 , •.-:. . - ,1-1 .1. _I. �y DETAIL A _hr a '" ar .I ' f + W`C *.'1'1% lr;yj.; ' 419" MAXIMUM, INLET WEIR/BYPASS N. '( • :. RESURFACING TO MATCH EXISTING PAVING t TOP SLAB ,► k DRA"i-DOWN: f t .ti , SAWCUT H -- P''' '*-i;-.-.76':. --. SEE NOTE 3. tr IT 'll I ._r �_ SECTION. SAW CUT AT LOCATION OF JOINT Z RISER T&G IMPRESSION, ", '•---ys l � E' E j�� - 7i'Y 'I - ^ - CONCRETE PAD REQUIRED pgS'r- A,C. � E-4 �"�N AS REQUIRED. /�� • .1 /w��`m9 41 51,e' ( __.�_.�` % '% �~ As swim_ 4• EXISTING RESURFACING Witt, GLASS 3000 CONCRETE i IN PAVED AREAS ONLY k I11110•. 1 THREADED BODY & PLUG SECTION >�� E., e� '-',:_-._74:;:_7_,.X.:qua / sT MtN 6„ E'� O '��' j�i~ ��;, �s 2X e38.o3"BOLTED dt CiASKEIED ACCESS COVERS. PERK FILTER" CARTRIpC, ACKS. / r i ' k / c RISERS & SLAB T&G IMPRESSIONS AS REQUIRED. f FIELD POURED CONCRETE COLLAR REQUIRED. / 17 t 8• ,;,,,40° / �+�� ,,-. 1p 1 11) . ",ta x_ 8Y OTHERS. SEE NOTE 2. CARTRIDGE BYPASS PART. fl,', $ 1N l W 1✓ o O BASE.---"- i 1 :,"/ " �; r CAST FRAME / /__- 111 -k l i ,,, pj Cb . . r_•__ __-.ry I _...._._ IRON Z 100 BASE SECTION. APPROVED �� II =� ° /it 0 j, i` o W 419• MAxIMUM.--� � �� _ I �'I s ° °°A NATIVE BACKFILL U W 1 1/2 -O CRUSHED - vi SEE NOTE 3. s� ° -PERK FILTER"' ''"1.,*."*...: 4 /� (COMPACTED PER flikl40.. �--_�� CARTRIDGES. SEE DUAL A .-!' s f AGGREGATE BACKFILL °6° ° o M11.111111.1=111111111111111111 ' - vExrED OUTLET 11,: °° / GEOTECH REPORT) v "` ' v / ` _ . INLET WEIR/ErYPAss- ----.. COMPACTED PER o Z 0 t CONCRETE FALSE FLOOR. A 8A1 Y. ``',. r g HOOD. y ::� ; '• GEOTECH REPORT) 1 i► tI 1 o ° I►, ►„ oL. a t�7 Cil) / \ OUTLET CHAME3E R. "1sEE ore s.�~ ~, , / I fi • f-I _ ctu °k NOTEe. _tr -- --CONCRETE DIVIDER WALL "--► IA�AI �44 . I d ` • __ 1 °a e°o 111_INLET CHAMBER. --'INLET WEIR/BYPASS ASSEMBLY. �. l�, � ; +� .,." . .d ( °o ( pMINIMUM DEPTH 79 [® '] 11M- 111 � ° v i /.--! NOTE �� _ 45 BEND ° ° �' 1 --- i -RiM TO OUTLET INVERT- L.. .._.. ... ,: . £< - -TREATED OUTLETS. 018'MAXIMUM. ° ° q /` I11=111 VERIFY ALL 'r- CARTRIDGE STACK CONFIGURATION DRNN GOWN DEVICE.- �_ SEE NOTE 3. •* -- a n & a _ 12" 18" 12"+12- 12"+16" CONCRETE FALSE FLOOR. �, ♦ I-11- III r: ///=111=1 / :�_ REQUIREMENTS W/ SEE NOTE�. � �'' t.:0* a � �° ° 1�1 �111 � JURISDICTION 4.25' 5.00' 5.92' 6.67' : a ° o 01,00"1 (60.001 [71.00"1 [sem SECTION A-A a Q °$ 111=111= PRIOR TO Notes: 4 CONCRETE Q N ° 't--/ °a [; CONSTRUCTIONART OF �� .11'1 PIPE ZONE ° 4 4'VAULT L • ��'fsO.".ea ` Q , O O 111' t W 1. Precast concrete structure shall be manufactured in accordance with ASTM Designation C857 and 0858. TREATMENT FLOW RATES,TOTAL FLOW CAPACMES&MAXIMUM HEAD LOSS BEDDING 111- `Ill "`. THREADED BODY & PLUG . .:i o as A CARTRIDGE STACK CONFIGURATION ' [ d- ° , 2. Filter system shall be supplied with traffic rated(H20)bolted&gasketed 036"circular access covers with risers as CARTRIDGE DIMENSION 12" 18" - 1- '�' " required.Shallow applications may require configurations with(H20)bolted&gasketed square/rectangular access STACK -LENGTH- TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW'FILTER FOR PARCEL 1 ""'� .�. -- -- ( 3/// hatches. Field poured concrete collars required,by others. QUANTITY FLOW RATE CAPACITY FLOW RATE CAPACITY ,�. - • - c, ; � • 1 1�� t-` 164""-II PIPE BEDDING (ID-FEET) (GPM/CFS) (CFS) (GPM/CFS) (CFS) �`' •' _ ' `• `. o -Ill-Ill- ill A D PIPE ZONE MATERIAL 3 7 36/0.08 2.9 54/0.12 4.3 TREATMENT FLOW - 0.080 CFS ~ 3, Inlet&outlet pipe(s)(0 18"maximum)may enter device on all three sides of the inlet&outlet chambers respectively. 4 9 48/0.11 2.9 72/0.16 4.4 25"'YEAR FLOW - 0.83 CFS m 5 9 60/0.13 2.9 90/0.20 0.20 4.4 'AVERAGE RIM ELEVATION *� 134.2 - 4. Inlet chamber shall be supplied with a drain-down device designed to remove standing water between storm events. 6 11 72/0.16 3.0 126/0.24 4.5 (NW) PRIVATE TRENCH BACKFILL DETAIL 7 11 8a r o.1s 3.0 126/0.2e a,5 '12 IE OUT �* 124.3 BEDDING 8 IE IN $ " 125.3 CLEANOUT 5. For depths less than specified minimums contact Oldcastle 0 Stormwater Solutions for engineering assistance. - MAXIMUM HEAD LOSS 1.7 FEET _ 2.3 FEET 8 IE IN - 128.7 - 8" IE IN HIE} - 128.9 NOT TO SCALE Z /' - j - NOTES: J,f ^` ,;F erk Fil e T M o� C �� ' % , �N�:y Perk Fi teT M V dC ► ® 1. ALL CLEANOUT MATERIAL TO BE SAME AS CARRIER PIPE. W CO , li Stormwater Solutions /� J Stormwater Solutions W J =,4 l 4' Wide Concrete Vault ,5�, PIS,Suns 2!)0 t Littielon.CG 160,201 Ph:800.571.9$,9)obce"Uestormwater.com �6 4 l/ 4' Wide Concrete etei Y aul f 78218wrthpark Plaza,Sate 2001 Littleton,COI 80120 I Ph-800.579 88191°1 Restommater.cam CLEANOUT (/-\� T(Aj O '-i' TISSDOCUMENTISTHEPROPERTYOFDLOCASTtE PRECAST,INC.IUSSt ITTEDFORREFERENCE PURPOSES ONLY AND%46.1 NOT SE .../1 IRE pgCCWE"7{St"E PROPERTY OF OCOt,ASAE PRECAST.BK:.ITKSU91MfiED FCRR�ERENCEPIRPOIESOhEY 550 IMCN67 SE TYPICAL VLE!-iNV� DEi l'-iIL USED IN ANYWAY"EU O TOTHEINTERESTSOE SADCOMPANY,COPYRIGHT D2040 CtDCASTCEPRECAST.SRC.ALL REEDS RESERVED a-"'. USED YiANYWAY 1NIUR10l1STOh1£RttEREST3 OF SAID COMPARE.COPYRW'i1T�201RP.DCA$TLEPRECISt.NC.RLROOSRESERUEO Medle Three to Seven Cartridges es/Stacks DRAWING No. £w ECO-x122 °" Media oRaWtNc No. REV Eca ECO-0122 °ATS • FlftrstiDn PF-V-4-0II01 E JPR 10I3I14 JPR ?]8/08 SHEET OF 2 Figr three to Seven Cartridges/Stacks PF V-4-0001 ; E I Jill 10,,3114 dPR 7j8/09. !SHEET 2 OF 2 NOT TO SCALE d ca Q Vf NYLOPLAST DRAIN BASIN WITH REMOVABLE DEBRIS TRAP NYLOPLAST DRAIN BASIN WITH DOME ORATE (D}INTEGRATED DUCTILE (1,2) INTEGRATED DUCTILE IRON t ti C- .28 IRON FRAME&GRATE TO GRATE TO MATCH BASIN OD. - _ MATCH BASIN Q.D. 41%11,11, 15-7.1!-:__ = 0111 1111 +61 ________,,--7..- ` ' ,.........._ ________,„,,,,_ ..,► ILiID 0, 00.. PERCENTAGE OF REMOVABLE DEBRIS TRAP """� :///11\\\ , OPEN AREA VS OUTLET PIPE OPEN AREA PIPE SIZE PART#TBD A . (:// 9 4"-12"ADAPTERS 4" 537% MINIMUM PIPE BURIAL �� PROFF WATERTIGHT JOINT " ° AVAILABLE E ) (CORRUGATED HDPE SHOWN) DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE c3 l-GINE 4` i, 8" 141°ID MANUFACTURER 0°-3600 ACCORDING TO PLANS 82981 PE �=,:. 10 90°l0 ( (3) VARIABLE INVERT HEIGHTS RECOMMENDATION STORM FLOW _,.,......-,.' AVAILABLE(ACCORDING TO C) {MIN.MANUFACTURING 'r>l ./ ye- f•�`i' ' 12" 61°lo PLANSRAKE OFF) REQ.SAME AS MIN.SUMP) �. OREGON . / j• ....� wj~i "PF -1)-12 so• U ilk% !: f :!,i :. PIPE SIZE A B C t��/P ;*+ WA 4.4j b �+` I�� , " jam,f<!..•ice ,--, tag �►• 4 7.51 28.24 12.00 ��. , ,,� _ RENEWS: 12/31/2018 1 - ). j • - • 6" 8,25 26,50 12.00 �i. 14 MAX % " � r,•. . , THESE DRAWINGS ARE THE PROPERTY of E 8 11.29 28.46 16.04 ,, �: ` ,- WEST.AKE CONSULTANTS INC.ONTO AND 4-2 o ' , .Ax.,. !lig � � ■ • !��. Ij • 3 VARIABLE SUMP DEPTH ARE NOT TO$E REPRODUCE)IN ANY STORM FLOW --► � } ..�.., 10 13,21 'J0.5� 20.00 . �L ...��.,�.��.t _ { ) tl: ._. `, ! 4 * � `� i !f� �r�l. �- t�-�� MANNER EXCEPT W17N THE WRITTEN r1111111Wiiiiiii �X,:. lj�,,.. <�'' r`i 12" 15.05 32.70 24.00 + �� VK ACCORDING TO PLANS PERMISSION OF via A ;pi:. ' l r6 MIN.ON 8 -24 ,10 MIN,ON 30 WATER LEVEL AFTER STORM FLOW- �l,!'r� (4) VARIOUS TYPES OF INLET&OUTLET ADAPTERS r f� " " " a BASED ON MANUFACTURING REQ. . INle II ,��. ♦fit. " /•j/� 4 MIN ON 8 -24 ) I w� "' ;,:;V Pioti, Ei INVERT - \t� AVAILABLE: 4 -30 FOR CORRUGATED HDPE :,`r _ 6"MIN ON 30" m e6m STORM EVENT 4/44‘•". I -�. • (ADS N-12IHANCOR DUAL WALL,ADS/HANCOR , ,,. .-- TRAPPED OIL& !"1„,'.4,1,.....,.. SINGLE WALL),N-12 HP,PVC SEWER(EX:SDR 35), -.0,,....,--` ./!`,` <03 <r PVC DWV EX: SCH 40),PVC C9001C905, •// /jam ' am FLOATING DEBRIS B { ) �/ G..1 .. 4DVARIOUS TYPES OF INLET&OUTLET.ADAPTERS CORRUGATED&RIBBED PVC / �.:: �.AVAILABLE: 4"-12'FOR CORRUGATED HDPE i:/: '* \i3 C MIN rtik i, ff``l�f� ,��``�, N NP REMOVABLE SUMP OS. (ADS N-12/HANCOR DUAL WALL,ADS/HANCOR SINGLE WATERTIGHT JOINT •/�//$ ;�� THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER �"' DEBRIS TRAP - :..::•'"''':;;. 1i! ..--,I WALL),PVC SEWER(EX:SDR 35), PVC DWV(EX:SCH 40), (CORRUGATED HDPE SHOWN) /ice! GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,/ f \•-..1"N PVC C900,CORRUGATED AND RiBBED PVC -► 8"-30" -•- CLASS II,OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. Ce C-) •�Y••.r••x BEDDING&BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE �''� !„�ll,,� 11111 PLACED&COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. z �' SAND&SILT ' 'N,//4%'%o, ., THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER _ 2 0 !Li • � -.....,N)4. ,, GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 11 . O. Z ":'"`%), �l#N„.;.0 MATERIAL AS DEFINED IN ASTM D2321. BEDDING&BACKFILL FOR ca 0 C1J. �4►`'%!/.�/ ,*.0 " SURFACE DRAINAGE INLETS SHALL BE PLACED&COMPACTED w 41•.•x. 24" '`�i.�f UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 5 --c-as � � 1 - 8"-30"DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 m a) GRADE 70.50-05. O- REMOVABLE DEBRIS TRAP AVAILABLE WITH ALL 24"STRUCTURE OPTIONS 2 - 8"&10" OME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE e- (CUSTOM BASIN,ROAD&HIGHWAY,HERRINGBONE&CURB INLET) - OFA PVC BODY TOP. SEE DRAWING NO.7001-110-045. a -I THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY JJC MATERIAL 3130 VERONA AVE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE c, CD- FRAMES,GRATES,HOODS,&BASE PLATES SHALL BE DUCTILE IRON PER 3 • DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN a- W NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD,GA 30518 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD,GA 30518 ca ASTM A536 GRADE 70-50-05 DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84 DUE TO SHIPPING EV0 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 1.1409 " PHN(770)932-2443 RESTRICTIONS. SEE DRAWING No.7001-110-065. OR POSSESSION OF THiS PRINT DOES NOT CONFER, DATE 03-25-10 " PHN(770)932-2443 W TRANSFER,OR LICENSE THE USE OF THE DESIGN OR TylO It FAX(770)932.2490 TRANSFER,OR LICENSE THE USE OF THE DESIGN OR Nylo last FAX(770)932.2490 1. �t i RISERS ARE NEEDED FOR BASINS OVER 84 DUE TO SHIPPING RESTRICTIONS 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO to o '�C TECHNICAL INFORMATION SHOWN HEREIN www.n la fast-us.cam TECHNICAL INFORMATION SHOWN HEREIN www.n to last"us.com c„ SEE DRAWING NO.7001-110-065 APPD BY JJC PROJECT NOJNAME Y P ASTM D3212 FOR CORRUGATED HDPE(ADS N-121HANCOR DUAL WALL), REVISED BY NMH PROJECT NOJNAME Y p Z h < CL ®- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE N-12 HP,&PVC SEWER(4"-24"), REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE - Cl CONTAINED HEREIN,OR MANUFACTURE OF ANY DRAIN BASIN WITH REMOVABLE DEBRIS ° " CONTAINED HEREIN,OR MANUFACTURE OF ANY DRAIN BASIN WITH DOME GRATE ASTM D3212 FOR CORRUGATED HDPE(ADS N12/HANCOR DUAL WALL)& DATE 1.14.09 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0 TO 360 . TO DETERMINE DATE 03.11.16 5 PVC SEWER ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS TRAP QUICK SPEC INSTALLATION DETAIL MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL LLI O d IS FORBIDDEN,EXCEPT BY SPECIFIC WRITTEN IS FORBIDDEN,EXCEPT BY SPECIFIC WRITTEN Ce N DWG SIZE A SCALE 1:30 SHEET 10F 1 ,DWG NO. 7004-110-089 REV A 6 - 8"-30"DOME GRATES HAVE NO LOAD RATING. DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001.110.397 REV D - Z N PERMISSION FROM NYLOPLAST, (82007 NnaPLASTPERMISSION FROM NYLOPLAST. ©2013 Nnopuksr �-- SHEET I 5E � � 00 at ,► JOB N0. w r-- i 2312--017 §N COkr,In cj . TWO RAIL HANDRAIL go m * H varies 34 min. tt 42 min. 1 Along walks pr u�Along stairs 38"max.t g 54«max. without stairs 10 101 max. ( max. r -1,-; Var. -6"min. I I to 18"max. tr Top rail • ' w " " I _ - - - - _ 1 5... - -- - -. _ to I Bottom rail r Splice 1 C. � Bolt down option r W i W �1 .. Finish Var.(See plans)-«- Linepost S1 n grade Finish =IN End past - t - --.,�� to mi grade * i,"r' Finish grade Line post I Q+ \�2< r`?��^!!��< "a. • a %fir i% 1 e ,. :'e a.• a ufl .MC!;j; `�' a S`4�, \ \ it •' .. �/� a i �Y "� `''\`%' `.• I. ;• • Bolt down option �' •.'•,a i•: '•.•, ••r . Direction of traffic :4 : r\ H �,�+ :•.: £ • '. when handrail Is placed ��N • ' • • in the clear zone. �"'� ♦ H4� ,4 ••; I. `a�i` / 4 4.. ( . a • n\< •... 4 y\\ 04 W, ,r\\,�4„,,,..,..• %�\`r .' « lr\ •'.• �\\fir\ _ - _ Concrete post foundation o 0t r., ;V:•' :„t•'•%r�r n 15 square or 15"dia.round(Min.) :•a•\\�\ F En 4 cl.W o eN C rirr ,,..:;.4.5...;,,,,),v;-,- ri rripr Grigr - O 41 c...40 0 SIDE VIEW SIDE VIEW FRONT VIEW Z v o (ON GRADE) (ON STRUCTURE) N (See general note 4) W a�H THREE RAIL HANDRAIL * H varies 34 min. 1 42 min: Along walks ' 38"max.1• Along stairs 54"max. without stairsr. l0 10 max. I max. I -•-•t Var. -6"min. I I I I to 18"max. �•--Top rail I 11 *k^ I ddSplice p i 11Mt1eirau1 �I Solt down option ......1' -- Var.(See plans) -"- II * m rBattom rail 1. min. Finish `►....�/ " grade Finish __ - - - - - - - e - - - - - - -- :. grade *=1,„, ie,"-- ,,- End post Finish grade '-Line post Line post--..„...1 D.L.40.ll• \*�`?.•`' • n.. . \� •••• t.' Bolt down option .4::: S� v. \n..• I • .. • .�-- Direction of traffic ;?, ,, % , : l •;. when handrail is placed ��•,.•• '• • `• ; in the clear zone. ;•:-...p."'" \�\`n • ;�:/`r rr.. e �t)nCrete past fOUndatiOn r\\�'•nn ri\ • •`.i •• r, r.::: 15 square or 15 dia. round(Min.) r\r r r r (TIT.) \\ :�, r, = 23 AN 2017 r\��O a a.ice' r '_.1... .afir? cALC.BOOK NO. NJA BASELINE REPORT DATE , ��`v.,,..,,,,---,,-,%,-,v T- -..,..,...\,,,,,,,,,-..,,,,..„.-- NOTE: Ail material and workmanship shall be in accordance with Z SIDE VIEW SIDE VIEW T C• the current Oregon Standard Specifications N E FRONT VIEW O (ON GRADE) The selection and use of this (ON STRUCTURE) OREGON STANDARD DRAWINGS i I La (See general note 4) GENERAL NOTES FOR ALL DETAILS: Standard Drawing, while de- !.YL� signed in accordance with 0 ".'. 1 Handrail details are based on United States Access Board Standards. generally accepted engineer- PEDESTRIAN HANDRAIL • '^'�-'"- - i- m 2.See Std. Drg.RD771 for details not shown. lag principles and practices, 0 W p 3.Hot-dip galvanize all metal parts after fabrication. Is the sole responsibility of ��" Q (, 4.Structure varies,see plans. •• the user and should not be 2015 ��..�/ t.3 0 5. Handrail height(H)shall be constant within a run. used without consulting a DATE REVISION DESCRIPTION p 6.All concrete shall be commercial grade concrete. Registered Professional En- 01-I017 eenseo,+os 7.See Std. Drg. RD120 for concrete stairway. gineer. `....C' Effective Date:June 1 , 2017 - November 30, 2017 RD770 1/a'dia, hole 14"dia. hole q thru bottom of top thru bottom of top V 1 i <Typ. rail on post rail on post G I 'i r".----FX, ,,f."- -,i r. -- - i Tap •rail - iii t r MATERIAL TABLES i i i I Top rail i I - I I }t Kryp. '/z"dia.drain hole • STEEL PIPE ROUND G TYp s/.is" I (Typ•) POST&RAIL MEMBERS SPLICE BAR • _�,Fp PRQ1c T NOM.DIA. SCH. 0.D. I.D. O.D. GINE Yp> 3/4s,, v 1---- i i <11/p. i 1'/a" 40 1.660" 1.380" 1/a" 'C1 `,\./z"dia. holes Middle or. G thru post bottom rail 1W 10 1.900" 1.682" 82981 PE pccs 4. t/2"dia.holes Middle ar -^ li i� 40 1.900" 1.610" r I� '�. thru Imp bottom rail :ii)g_______- ■ cA OREGON �r N ► -- t • ■ i - /��9 12,ZG©�r6 I K ___f -- '� SQUARE STRUCTURAL STEEL TUBING SQUARE EDWARD ,J D , r- I 1 ir..-,..� /z"dia.drain hole POST&RAIL MEMBERS SPLICE BAR jW�� o ? I I r (TYp•) i i IOutside Dimensions Wall Thickness Outside Dimensions • RENEWS: 12 31 2018 I i V?dia.drain hole ri <TYP.V Y2"dia.holes I I (TYp•) ,143., 1"x 1 "ccthru bottom of rails I C' 1W x 1W g�« s/4"x ah" THESE DRAWINGS ARE THE PROPERTY OF WESTLAKE CONSULTANTS INC. (WCi) AND N Z7I-•--2"4-2"--.- ,� .. ^. ,•••..l ARE NOT TO BE REPRODUCED IN ANY MANNER EXCEPT MOTH THE WRITTEN -a q Y2"dia.holes i I PERUIssioN of wis r thru bottom of rails. 2" .I - 2"-- h. W 6. N WELD DETAILS WELD DETAILS °' Teo FOR STEEL TUBING FOR STEEL PiPE ci ,:„ GENERAL NOTES FOR ALL DETAILS: , I- fri " 1.Handrail details are based on United States Access Board Standards. U 6 2.Select materials from tables.Posts and rails shall be identical material. Ce r i " Structural steel tubing shall conform to ASTM specification A500, grade B. IN. 1/2 N-3 ---« 1�1z $!e"dia.drain hole Handrail post W `� ( through anchor plate 3.Posts shall be vertical.The top rail shall be continuous over a minimum of two posts. a. 0 6" ,- I i T 4.On structure,the railing shall conform to the vertical alignment of the structure. z fr) i '/z"anchor bolt with i-•• O • 3" + 3" - r std,washer&self Rails shall have a splice in the post space occurring at expansion Joints. P CD -0.1%.1.1- -1 l .-- y2« N locking nut 5.On grade,rails shall have splices at intervals not to exceed 100'. Q Z w 1 CI rpt 1 (Typ•) 6.Hot-dip galvanize all metal parts after fabrication. °- V I CI /a Handrail CI*: ` /� ` 7.See Std Drg.RD770 for details not shown. _ ii/1 J ° post s 'g } 8.See Std Drg.80120 for concrete stairway. B c3 = %J��+��+3�0:� tri%+:!�oF :�4�+0a+�s�++�+*+��t�++ _ N.N.. i��is�c�i..,,�1� 5 * + CO>eO+Q++++r+:Q i„,,-..,.„0. A0o+.to,..J.+!'w+i0++00:+0:+.' _ CO C II • a n ' a 4 n co .,t�:+<5+�ca++$4 ilt++it.+��,:+e►.:►...4:s!+� hi , :4 '' b' .` s = a e • •a ' BASELINE REPORT DATE 1 3-AN 2d 14 .,� IF"rw �Y.,i s/ie r •��.�!...�� s_� a. , '.'. .'. 1 • •`a a t' .. C CALC.BOOK N0. 801 2-O 1 _,,) r '� I �:�� `� ..• • `� 1 " i 4 NOTE AI the currrrerial and workmansNp shall be In nt Oregon n Standard Specifications accordance with d J o, , « , « Slice bar _ • • a W 20 ' Concrete structure..': Q t -lex /2 (Grind all edges prior `V • OREGON STANDARD DRAWINGS a U stainless steel { The selection and use of this +- g• to galvanizing to assure •. • :• •:a•. .•. •.• a.,• I cc R. machine screws proper fit.) " " Standard Drawing, while designed © �u � dia.hole 1 l2 min. Use resin bonding system in accordance with generally 4, from ODOTs QPL(Typ.) g y PEDESTRIAN HANDRAIL DETAILS Z i Q w accepted engineering principles O CA 5 c 33 practices,ractices,is the sole respon- of I PLAN VIEW SIDE VIEW >� " sibility of the user and should not 2015 W o 0 ce Q be used Without consulting a DATE REVISION DESCRIPTION Z (V N SPLICE DETAIL ANCHOR PLATE FOR BOLT DOWN OPTION Registered Professional Engineer. SHEET h C503 .o b Effective Date:June 1 , 2017 - November 30, 2017 RD771 . I . . JOB NO. r 2312-017 N ua r4 t e. 1200-CN EROSION AND SEDIMENT CONTROL PLANS FOR ..... CC LM 1 > i a. C14 SS swf4sFORD 0 DEVELOPER -,.."'"' MISSION HOMES NW, LLC P.T. r. PO BOX 1689 DURHAM SQUARE o a LAKE OSWEGO, OR 97035 Z "' 0 - H ,�, PHONE: (503} 781-1814 ti SW SEVILLE RD FAX: (503) 570-8828 Sw soND sT g CONTACT: KURT DALBEY Mif . .. . , s DURHAM RD WA` INGTON CTPLANNING ENGINEERING - - a E-1 ♦ ta.cvt ---"-'1511-.E` o SURVEYING FIRM E-+ SCOPE OF ESCP PERMITat �- WESTLAKE CONSULTANTS, INC. H c 41 PACIFIC CORPORATE CENTER ��5`' �� u, 15115 S,W. SEQUOIA PARKWAY, STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES • PARCEL 1 IMPROVEMENTS W �% ��Q foo a SUITE 150 TIGARD, OREGON 97224 • PARCEL 2 IMPROVEMENTS Cr W � a �O� o PHONE: (503) 684-0652 1. All permit registrants must implement the ESCP. Failure to implement any of the control measures or practices described in the ESCP • PUBLIC FACILITY IMPROVEMENTS U �1 vi ��5�5 w r h SW ROSEWOOD FAX (503) 624-0157 is a violation of the permit. o FRONTAGE IMPROVEMENT `� 4 � �c'� a g CONTACT: KEN SANDBLAST, AICP 2. The ESCP measures shown on this plan are minimum requirements for anticipated site conditions. During the construction period, 0 SANITARY SEWER IMPROVEMENT 54,,,,--f ,so ,� �' BRETT MUSICK, PE upgrade these measures as needed to comply with all applicable local, state, and federal erosion and sediment control regulations. W a� 3. Submission of all ESCP revisions is not required. Submit#al of the E5CP revisions is only under specific conditions. Submit all NOTE: THESE UPDATED AND NEW PLAN SHEETS necessaryrevision to DEQ or Agent. ARE FOR AMENDING THE CURRENT 1200CN PERMIT NARRATIVE DESCRIPTIONS A 4. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming a source of erosion. ASSOCIATED WITH SITE PERMIT ;SIT2016-00020. /.t 5. Identify, mark, and protect (by fencing off or other means) critical riparian areas and vegetation including important trees and L� EXISTING SITE CONDITIONS associated rooting zones, and vegetation areas to be preserved. Identify vegetative buffer zones between the site and sensitive areas * THE PROPERTY CONTAINS GRADED EMPTY LOTS WITH A (e.g., wetlands), and other areas to be preserved, especially in perimeter areas. BMP MATRIX FOR CONSTRUCTION PHASES 6. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas when practicable before and after TO DEO GUIDANCE MANUAL FOR A CK HE:hI`�VE UST OF 1.1.1 V�N� MAP GRAVEL ACCSS ROAD. THE SITE IS GENERALLY GRADED TO grading or construction. Identify the type of vegetative seed mix used. R� Noy,To swim THE NORTHWEST TOWARDS FANNO CREEK. 7. Erosion and sediment control measures including perimeter sediment control must be in place before vegetation is disturbed and must AVALABLE BAS'''S. remain in place and be maintained, repaired, and promptly implemented following procedures established for the duration of I I I DEVELOPED CONDITIONS ,•- t •. r ., -u. •r• , •. .�• ,_ ,., •;. •, , ,, - .,,, • : ,• .. MASS UTILITY STREET FINAL WET WEATHER 8. Establish concrete truck and other concrete equipment washout areas before beginning concrete work. Direct all wash water into a pit CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OGT.1-MAY 31ST) * INDUSTRIAL LOTS or lea -pr•of ont•iner H. die wa water as .est-, c•nc -te • soh•rge to at- s o th- state pr•hib`ted. I 9. ''ply temporary and or permanen so: stabilization measures immedia ely on a dis urbed areas as grating progresses and or all EROSION PREVENTION NATURE OF CONSTRUCTION ACTT yI TY AND roadways including gravel roadways. PRESERVE NATURAL VEGETATION **X X X X X X ESTIMATED TIME TABLE 10. Establish material and waste storage areas, and other non-stormwater controls. GROUND COVER X X D / a' 2016: 11. Prevent tracking of sediment onto public or private roads using BMPs such as: graveled (or paved) exits and parking areas, gravel all HYDRAULIC APPLICATIONS l s� 1 * CLEARING (COMPLETE) unpaved roads located onsite, or use an exit tire wash. These BMPs must be in place prior to land-disturbing activities. PLASTIC SHEETING X LI / 12. When truckin saturated soils from the site, either use water-ti ht trucks or drain loads on site. MATTING X X X X X-.� � RVAMR y „/ * MASS GRADING (COMPLETE) g g , �r ib 2017. 13. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment fueling, maintenance, and DUST CONTROL X X X X X X 1 I I � `� / storage; other cleaning and maintenance activities; and waste handling activities. These pollutants include fuel, hydraulic fluid, and TEMPORARY/PERMANENT SEEDING X Ci) �.`" (I) GRADING (AUGUST/SEPTEMBER) . l• • �,, `'�t * other oils from vehicles and machinery, as well as debris, leftover paints, solvents, and glues from construction operations. BUFFER ZONE O " UTILITIES (SEPTEMBER/OCTOBER} 14. Implement the followingBMPs when applicable: written spillprevention and responseprocedures, employee on spillprevention K� LL * FINAL STABILIZATION (OCTOBER/NOVEMBER) P PP P P training e OTHER W f ; �, and proper disposal procedures, spill kits in all vehicles, regular maintenance schedule for vehicles and machinery, material delivery SEDIMENT CONTROL '� TOTAL SITE AREA and storage controls, training and signage, and covered storage areas for waste and supplies. O /;: SEDIMENT FENCE(PERIMETER) **X X X X X X 0 � � 15. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown soil. SEDIMENT FENCE(INTERIOR) X X �( )( X )( PARCEL 1 = 37194 SF - 0.85 ACRES 16. The application rate of fertilizers used to reestablish vegetation must follow manufacturer's recommendations to minimize nutrient STRAW X X X X X PARCEL 2 = 34212 SF = 0.79 ACRES releases to surface waters. Exercise caution when using time-release fertilizers within any waterway riparian zone. <IX Z or / FILTER BERM i 'r 17. If a stormwater treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for sediment or other pollutant \ �' ` � '/ � TOTAL DISTURBED AREA removal is employed, submit an operation and maintenance plan (including system schematic, location of system, location of inlet, INLET PROTECTION X X X X X X location of dischar e, discharge a dis dispersion deuice desi n, and a Sam lin Ian and fre frequency) before o eratin the treatment s stem. DEWATERING Q / ®AO PARCEL 1 = 37194 SF - 0.$5 ACRES g di 9 P 9 sampling P q Y) operating system. SEDIMENT TRAP 0 P`e12 � ,'N PARCEL 2 = 34212 SF = 0.79 AGREES Obtain plan approval before operating the treatment system. Operate and maintain the treatment system according to manufacturers NATURAL BUFFER ENCROACHMENT *X *X *X *X *X *X CV specifications. rr .`� OFFSITE 6000 SF -= 0.14 ACRES 18. At the end of each workdaysoil stockpiles must be stabilized or covered, or other BMPs must be implemented toprevent discharges OTHER ��► = P R 9 • TOTAL 77406 SF = 1.78 ACRESRUNOFFCONTROL to surface waters or conveyance systems leading to surface waters. \77,,,:, 1 I , 19. Construction activities must ovoid or minimize excavation and creation of bare ground during wet weather October 01 - May 31. CONSTRUCTION ENTRANCE **X X X X X X SITE SOIL CLASSIFICATION: 20. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence height and before fence removal. PIPE SLOPE DRAIN CHEHALIS SILTY CLAY LOAM, OCCASIONAL 21. Other sediment barriers (such as biobags): remove sediment before it reaches two inches depth above ground height and before BMP OUTLET PROTECTION 1.h OVERFLOW removal. SURFACE ROUGHENING X HILLSBORO LOAM, 3 TO 7% 22. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and sediment traps: remove trapped CHECK DAMS sediments before design capacity has been reduced by fifty percent and at completion of project. OTHER: MCBEE SILTY CLAY LOAM 23. Within 24 hours, significant sediment that has left the construction site, must be remediated. Investigate the cause of the sediment POLLUTION PREVENTION release and implement steps to prevent a recurrence of the discharge within the same 24 hours. My in-stream clean up of PROPER SIGNAGE X X X X X X • RECEIVING WATER BODIES: sediment shall be performed according to the Oregon Division of State Lands required timeframe. HAzwasTEMGMT X X X X X X FANNO CREEK 24. The intentional washing of sediment into storm sewers or drainage ways must not occur. Vacuuming or dry sweeping and material , LOCATION MAP pickup must be used to cleanup released sediments. sP�� X X X X X X SCALE �•-Sao' , 25. Provide permanent erosion control measures on all exposed areas. Do not remove temporary sediment control practices until CONCRETE WASHOUT AREA X X X X X X PERMITTEE S SITE INSPECTOR permanent vegetation ar other cover of exposed areas is established. However, do remove all temporary erosion control measures as * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK 1MTHlN 50' OF WATER OF THE STATE. COMPANY: {TBD} exposed areas become stabilized, unless doing so conflicts with local requirements. Properly dispose of construction materials and ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. PR 0,c-4. PHONE TBD waste, including sediment retained by temporary BMPs. IN (TBD) 26. If vegetative seed mixes are specified, seeding must take place no later that September 1, the type and percentages of seed in the G CONTACT: (TBD) mix must be identified on the plans. Q*C �82981PE E-MAIL: (TBD) 27. All pumping of sediment laden water shall be discharged over an undisturbed, preferably vegetated area, and through a sediment j' ✓ .� DESCRIPTION OF EXPERIENCE: control BMP i.e. (filter bag). OREGON 28. All exposed soils must be covered during the wet weather period, October 01 - May 31. t5:1141:1 A O� ,k PROPERTY LOCATION 29. If water of the state is within the project site or within 50 feet of the project boundary, maintain the existing natural buffer within �F� �Y f2,2Q , RATIONALE STATEMENT T • the 50-foot zone for the duration of the permit coverage, or maintain less than the entire existing natural buffer and provide EDWA50 \f, ip117 GENERALLY LOCATED TO THE SOUTH OF SW DURHAM RD AND additional erosion and sediment control BMPs. ! - ) SW 74TH AVE. A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON RENEWS: 12/31/2018 INSPECTION FREQUENCY DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED TOCOMPLETE THIS EROSION AND SEDIMENT LATITUDE: 45'24'1 0 , LONGITUDE: -122'45'1 6CONTROL PLAN. SOME OF THE ABOVE LISTED BMP'sWERE NOT CHOSEN BECAUSE THEY WERE THESE DRAWINGS ARE THE PROPERTY OF SITE CONDITION MINIMUM FREQUENCY DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR WESTLAKE CONSULTANTS INC. (wa> AND ARE NOT TO BE REPRODUCED IN ANY THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC MANNER EXCEPT WITH THE WRITTEN 1. ACTIVE PERIOD WEEKLY WHEN STORMWATER RUNOFF, CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS. AS THE PROJECT PERMISSION OF WO "' INCLUDING RUNOFF FROM SNOWMELT, IS PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION .PLAN WILL BE PROPERTY DESCRIPT IONS OCCURRING. SUBMITTEDx . W TAX MAP 2S113BA, TAX LOT 100 m a 6°' AT LEAST ONCE EVERY MONTH, REGARDLESS OF WHETHER STORMWATER INITIAL 5 tti RUNOFF IS OCCURRING. a a } ArrELATION EXCAVATORS: 2. PRIOR TO THE SITE ONCE TO ENSURE THAT EROSION AND m BECOMING INACTIVE OR IN SEDIMENT CONTROL MEASURES ARE IN 3 OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE ANTICIPATION OF SITE WORKING ORDER, ANY NECESSARY OREGON UTILITY.NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN INACCESSIBILITY. MAINTENANCE AND REPAIR MUST BE MADE RI OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN PRIOR TO LEAVING THE SITE. h COPIES OF THESE RULES FROM THE CENTER BY CALLING 3. INACTIVE PERIODS ONCE EVERY MONTH. SHEET INDEX 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU GREATER THAN FOURTEEN ti MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST (14) CONSECUTIVE h I E: Q. 0 0 In TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL CALENDAR DAYS. I V CITY OF TIGARD VI 503-246-6699. 4.THE SITE DS DURING S INACCESSIBLE IF DAILY AT PRACTICAL EINSPECTIONS MUST LEVANT AND ACCESSIBLE 1200-CN COVER SHEET C200 LAND USE CASE FILE 1 < 00 v WEATHER(Nt DUE TO . LOCATION. DISCHARGEOCATIONPOINT OR DOWNSTREAM SDR2016--00011 m � a � 4 THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS 5. PERIODS DURING WHICH MONTHLY, RESUME MONITORING UPON EXISTING CONDITIONS, DEMOLITION, AND EROSION CONTROL PLAN C201 ,b,-.!! (0 w OF THE 1200 CN PERMIT. THIS ESCP AND GENERAL DISCHARGE IS UNLIKELY DUE MELT, OR WHEN WEATHER CONDITIONS w as (] g CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE TO FROZEN CONDITIONS. MAKE DISCHARGES LIKELY. GRADING AND EROSION CONTROL PLAN C202 CITY OF TIGARD ci ' N a COMPUANCE WITH THE 1200 CN PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200C PERMIT *HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION0 SITE WORK PERMIT- `" c) REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION EROSION CONTROL DETAILS C203 w J c AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. SI T201 6-00020 N8 7 N -J *ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ FINAL GRADING AND EROSION CONTROL PLAN C204 © © T to en p L5 1200-CN PERMIT REQUIREMENTS. > ' w M *INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S '" Q Z CO 1200-CN PERMIT REQUIREMENTS. SHEET v *RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND CDir MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL 0200 ®z MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN .0 (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THEJOB NO. 6 CONSTRUCTION SITE OR AT ANOTHER LOCATION. m b 2312--01 � W i � d�� c3 o 8 GRADING EROSION AND SEDIMENT CONSTRUCTION NOTES: krz Lo • / 40' 0 20' 40' ao' 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: /1. 0 A, VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR Z -4 6111Mil APPROPRIATE SEED MIX. / SCALE: 1 INCH = 40 FEET B. DWARF GRASS MIX (MIN. 100 LB./AC.) ^ T� 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) / ` E 2. CREEPING RED FESCUE (20% BY WEIGHT) /'--_.• / ;w �. .. 44<i C4 C. STANDARD HEIGHT GRASS MIK (MIN. 100LB./AC.) ;.y;. 1. ANNUAL RYEGRASS (40% WEIGHT) / I 1 y' l ' A'� ��: " P ` h� BY ��-. , . Oh, 2. TURF-TYPE FESCUE (60% BY WEIGHT) �� V 1 ,, Ws. '''• "f .. �,�_-- �Y A z EXISTING GRADE / a ...:....:,,,•,--...:L'. . � �� ` �. . .' ��8 ` fr- . Z • U�Cit MN 1' HIGH RFRM a v w• _ `fis `�� + V L NOTES: ,/ * .6z-4-ii W 4 E 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED i /' \-....�., �` \..`,, ,,, '► c, 3' BY 3' MN AT a / a v5 ��, •`` ,� ,��Q A`` [--� E"O 1. WASHOUT FACILITIES SHALL BE BOTTOM OF BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE / f ' •��:`�4� i ` .., v� T, a 7 MAINTAINED TO PROVIDE ADEQUATE imam Bill �IIN,I, 'illlil ll WASHOUT TO ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. / a / ' /w 1 4- / SLOE EAS MEN \ ,�, :� \ w Z o HOLDING CAPACITY WITH A MINIMUM I'I �n CONTAIN / ,{y • , i S 4 1� A.+ C7 �NI� I11= CONCRETE / ,i;' '-- \ ;'--N> \ \ 1, 4Q i. Z Q; A.i w FREEBOARD OF 12 INCHES. E_ / / , 'ri ti �;, .� ►i�-' • IIS ��I�II 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT l I , / .." ' \ - ,*:4, O W �I o 2. WASHOUT FACILITIES MUST BE 1i! IFI"" r y /O \\ A��i�j� t!�i - 8 W CLEANED, FA NEW FACILITIES MUST ! # V .A, VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. l /` ,,•' 1 1 '\ '� +, i:04:*+4+ .4' ,, Z L3cn VIII• \fE•-a��t..r.. / / ""�ICj A BE CONSTRUCTED AND READY FOR : i �, 1 r poi:::**:0& . ,W„,,„, sa � U`USEONCE THE WASHOUT IS 75% ? -: rrr� � � :ISI „ ;a =K �• �• ' .F 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH \`'• - „_,A"-- 6 ..,0:.,♦110 , l�. \ Z -�0 FULL. , Ori„... � - , 1 I_ ,= ,r = �; PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. '-----..>---j ' i Vie$ `.. 4 . \� w a..-«F 3. IF THE WASHOUT IS NEARING �jj� y : i•-..wit:-.4.- !' ''j wr w r ' l�Il►�`s�,�iv��,`+� . CAPACITY, VACUUM AND DISPOSE � w a w % 1 f '' ��d ++'� a OF THE WASTE MATERIAL IN AN In I c- " 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. ! 1 . rr ` r • + APPROVED MANNER. �_ � ' ' DURING "WET WEATHER PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR I k s ., 1 i/, i +` + + + + ti. �. - _ _ a1II STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. TRACT A ') r ��/,`/ / + 7.'.+ '++:�_ �� " 4. TEMPORARY CONCRETE WASHOUT '_l�--. ,;:�,; � � "' '"/ �', 1 ! / � ^ +'t..++++++�++� .--:------- � �. �.; _~� HAZARDOUS WASTE, FACILITIES SHALL BE LOCATED A = : I- _JI I VI II I I I 'll / 3' ., 1 / l r ' , ;� +++ +,!'_may. �4 ",. ,,. SOLID WASTE, MINIMUM OF 50 FT FROM SENSITIVE r . / ' + + -6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING I f � / a ; �,� .+ +• + + FUEL STORAGE, Li ARI=AS INCLUDING OPEN DRAINAGE 9' BY 9' MIN TO s s /s a FACILITIES AND WATERSOURSES. CONTAIN CONCRETE AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, X/ a apy+ �` + + �' AND FUELING AREA OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25%' MAY REQUIRE ADDITIONAL EROSION w / w / + +++ + *,+,• .- + • l 5. CONCRETE WASHOUT FACILITIES PJ AN ° �;J iii/f.r' Pi?' ,r/ ` _ +++++ + ++ + + ++ �}�• SHALL BE CONSTRUCTED AND NOT TO SCALE CONTROL MEASURES. �f/ ;;I '. IlliAi �_ // , ++.*. . '+ 4 -. 1 �4- _� a ---3� / - + + + + - + + + + \; MAINTAINED IN SUFFICIENT - / \ / + + +4.'• + + IrI QUANTITY AND SIZE TO CONTAIN �LYwooD 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING �0) t� , . ; '1 'A I' ! 1 r +++++ '` ' + + +++ \ .\ Z ALL LIQUID AND CONCRETE WASTE R T �` / �� * ::+4+.+ -+ + ' ++` I GENERATED BY WASHOUT jI CONc E Er 48" BY 24" THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER ./,,/, 11///'; N't5 ' r# ' `+'+ �`. .+ ` � OPERATIONS. 1 i WASHOUT I' PAINTED WHITE / r '/; '--. _�� ` + ++ + ' + *4, AREA �_ __ BLACK LETTERS APPROVED MEASURES. r'- +r �' *' rte/ . ' r ! / / / ++ +..,'«++' 6. INSTALL CONCRETWASHOUT SIGN 6" HEIGHT I / ' / ♦` / i < + +r ,� J WITHIN 30 FEET OFTEMPORARY 72.. _ _ 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND y / � {+. + c / + + `jam O CONCRETE WASHOUT FACILITY. 36" MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT ` ► i/MT. �„ , `ir FEE=136.00. O 7. TEMPORARY CONCRETE WASHOUTS LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE K� I / / + / .-' 4MAY BE A PREFABRICATED NTHAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. I .- ' / �.. - ,1 % " / k' �� Z CONTAINER THAT IS PORTABLE AND CONCRETE WASHOUT SIGN / , fe .,,W1REUSABLE. �°� //f Mfr.ti .��5 +� �4 r7 / 4x -.` �Is �; >/. O (OR EQUIVALENT) 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF /I � ' ` I • 11 v0 U NOT TO SCALE APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY ! I r #.0 ` Zr INSPECTED AND MAINTAINED AS NEEDED. �� c630. :;� / �� l .7 ' - i {- ,,,/,;000-,, �� Z / i I/ (I) EXCAVATED MATERIAL 3"-6" ROCK WITH A S } I1 , K ' (' O 1' MN AY BE USED FOR MINIMUM 8" DEPTH W y F4° /.<4;14"17 � 1 r I I / . t I "9 W PERIMETER BERM 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT I i / F a , / 7"1.1 � ' �9 • G V) �._t . TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. ' ' ! �,.`" . .� S' , O i if A. O al .., .-.. } �� - STOCKPILE 0 W T L427 SLOPE 1 �-+, 1' MIN _ Ll ... .�� ► r• r,r .r. ::