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Plans (147) cowwenrzgn mme tl«umem N an wwmerrt or.e,au,.na • ••. ••. •.. D W L es M1.mmena oPope4yo Ne AmM1e • • • • • • •• • • • • •••• Permission fa use of qts document is lmItetl • • • • ••SPECIALTY RET' L\i L�•: :•• :• ••• • • egreerenlWM egeatl ehxak •• • • • • ' �• • • • • • • • • • • • • •• 720 SW Washitreet,#750NPortlagon 97205 ,,EO PROFpPREPARED FOR: 1-2808641 • ��N555�44I�33N�33�33pEEssoe� �6 �r• • • • :•• GEIirvAsi.„E......:. �- oGONLEADERSHIP CIRCLE, LLC :• • • • ' ••• FANS flUSSE>TIGARD, OREGON 97223 •• ••• ••• . . • FXPI6E6:1Ya1/16 JUL 6 2017 �� j : : . TYOFT[Gve a .• •• ••• ••• •• • • j II ( CHARLES F.77GAR0 1t CHARLES F.TIGARD • ••• • I ll\�T� �] �1'-1F IELEMENTARY SCHOOL `- ELEMENTARY SCHOOL • jV jBjj�tj jjrj �Op�cP /SITE (�r1 (RESIDENTIAL ZONING-R12) (RESIDENTIAL architecture IlC 1GS,� ��x. ! ,_ `, ZONING-RIZ) i I� -...,,.� 25107 geneses trail road -53 13 — 1 ...- —�—�_ �. golden,co 80401 STII i 303.872.0487 CO —6 vegaarchitecture.com re.com N� W E, 111 Icr2 �� -,.-^-4--- 0 • yW SHEET INDEXy i.J 1 .4 \` C0.0 COVER SHEET Os Q 1 1 y '�' yy ., yy' —. CO.1 GENERAL NOTES Q� 4 I v 1 C1.0 EX.CONDITIONS AND DEMO PLAN W •• I C2.0 SITE PLAN (�po�U en C2.1 DIMENSION PLAN g Irl I © r' !L•. C3.0 GRADING PLANCr N V ` I I PARCEL f 4 f G.0 STORM DRAINAGE PIAN S`J T I CEO UTILITY PLANLU VICINITY MAP I\ ji PROPOSED SPEC.-rmRErAL 06.0 DETaLS SCALE:NTS „ W WEt 2 rsE:210.80 •I ® C6.1 DETAILS `I �j.• MEM '� 062 DETAILS COMMERCIAL USE C6.3 DETAILS GENERAL I a r (GENERAL 06.4 DETAILS lItt • nn COMMERCIAL "'� ': 11.0 TREE REMOVAL PLAN I ', . I ® I COMMERCL4L 11.1 PLANTING PLAN I i• T 1 ZONING ' ZONING) 112 TREE CANOPY SITE PLAN '.. TES I- ---------- -z �i�-- :� i - - - - - PLAN UJ -- ( O1e L2.0 LANDSCAPE IRRIGAn N L2.1 IRRIGATION DETAILS� CC CITY OF TIGARD _ co -'""'"�� — �-- u SW PACIFIC HIGHWAY Approved [ 0 N � ..-- Conditionally Approved [ ] c\l LI ti _. - . See Letter ,� y t to:Follow_ [ ] i— u -- Attached a '"'...._._....---- _ -: - ce A OMMERC/ALUSE tt a Ninth= PL1't ti -CO I1 0 O — "--7— ,_,,.. COMMERCL4L USE L -->-'.»" ---'�� (GENERAL i 1 (GENERAL �l A� -S e�y'- �t,C.. 1�°{ W O —�— COMMERCIAL COMMERCL4L I r Lr) re r J ZONING) t m ' ,11 ZONING) i 'Qan Date: _l- I I-41.L�1''1 CL 8 N Q Cr) n M_H I I , r i SITE MAP SCALE:1'=40 . 06.20.2017 PERMIT+CONSTRUCTION PROJECT TEAM ^r]arl DATUM SITE INFORMATION ARCHITECT CIVIL ENGINEER 0 VEGA ARCHITECTURE DOWL WASHINGTON COUNTY BENCHMARK NO.949 13125 SW PACIFIC HIGHWAY ATTN:COREY FISHER ATTN:KEVIN RUSSELL A 13/8'BRASS DISK IN FIRST CONCRETE STEP ON THE SW TIGARD,OR 97223 25107 GENESEE TRAIL RD 720 SW WASHINGTON STREET m ENTRANCE.APPROXIMATELY 2,045 FEET SW OF SW CORNER V SIDE OF THE STEPS OF THE TIGARD GRANGE HALL NW 45.425060N,122.781453W GOLDEN,CO 80401 SUITE 750 r ry PHONE:(303)872-0487 PORTLAND,OR 97205 w PHONE:(971)280-8641 ' OF PROPERTY,OPPOSITE SIDE OF HIGHWAY. TOPOGRAPHIC SURVEY SURVEYOR FAX:(800)865-9847 O ELEVATION:269.597 U CMT SURVEYING �y ¢ LOCATED IN SOUTHWEST ONE-0UARTER OF SECTION 2, ATTN:MICHAEL R.GATES PLANNING !(-s4 I BASIS OF BEARINGS TOWNSHIP 2 SOUTH,RANGE 1 ILLAMETTE MERIDIAN, 9136 SE ST HELENS ST,PO BOX 3251 CITY OF TIGARD,WASHINGTON COUNTY,OREGON SUITE J DOWL W N BASIS OF BEARING IS PER FOUND AND HELD TA MS ATTN:READ STAPLETS CLACKAMAS,OR 97015 720 SW WASHINGTON STREET cn ALONG THE CENTERLINE OF SW SCHOOL STREET,TAKEN AS PHONE:(503)850-4672 SUITE 750 ¢ N 45.01'40•W PER SURVEY NO.29424,WASHINGTON COUNTY UNDERGROUND ACCURACY STATEMENT FAX:(503)85045900 PORTLAND,OR 97205 2SURVEY RECORDS. PHONE(971)280-8861 (;j • THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND OWNER/APPLICANT FAX:(800)865-9847 I-EXISTING DRAWINGS.THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,EITHER IN SERVICE OR ABANDONED.THE LEADERSHIP CIRCLE,LLC gSURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE ATTN:MONET RAGSDALE LANDSCAPE ARCHITECT _ - GEXACT LOCATION INDICATED,ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS 1521 OXBOW DR SUITE#210 DOWL N POSSIBLE FROM INFORMATION AVAILABLE.DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA MONTROSE,CO 81402 ATTN:PAT GAYNOR,RLA Jr COVER d REQUIREMENTS REGARDING CONFINED SPACES,IT IS CARDNO POLICY TO NOT SEND FIELD STAFF INTO PHONE:(970)249-3398 720 SW WASHINGTON STREET UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION.INFORMATION SHOWN HEREON IS SUITE 750 OF SUBJECT TO AN UNCERTAINTY IN ACCURACY DEPENDING ON DEPTH,SIZE,FLOW,AND CONSTRUCTION PORTLAND,OR 97205 SHEET OF MANHOLES.THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. PHONE:(971)280-8641 2 FAX:(800)865-9847 13-0 t MJZ a No a u I w E52 C0.0 eer . N. •S. •• •• • • • • •• COPYRIGHT 2017 ••• • • • • • • • • • • • • T.doom.m m WI instrument of sera.and ••• ••• ••S. • • D 0 W L as seal,remain*I I.PWadY at Ma ArtltltaG ••• • • • • • Perm..M use of Me tlomnerd a Nal • •• • • • • and can be.Tbnded only bywdn., • • • • • • • • • • agreement wM Tags architecture lk • • • • • • • •• 1'.'1'a'1','II.g.1'w'IRa.7„1 720 SW Washington Street,#750 Portland,Oregon 97205 ,PEOPAOpt, • ••• 4, F • • • • 971-280-8641 6S1 71 F9 yyGINE s% • • • • •• •• •• • @ 65433PE f-- • • • • • • • • • • • ••• • • • • GON • •• ••• ••• ••• • 'f L[Y 09,toe^V F`IN S.p\IS-e GENERAL SITE GRADING NOTES GENERAL DEMOLITION NOTES ••if UTILITY CONSTRUCTION NOTES BwREs 12/31/18 WATER CONSTRUCTION NOTES • •_ 1. NOTIFY ENGINEER FIVE(5)BUSINESS DAYS BEFORE COMMENCEMENT OF WORK. • 1. CONTRACTOR TO TIE PROPOSED GRADES INTO EXISTING GRADES.NOTIFY ENGINEER IMMEDIATELY 1. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE • 1. CpSTOMLR ISINGS}ON,IBLL•FOFA4LL•RENCH,CONDUIT,VAULTS,PADS,AND IF EXISTING GRADES DONT MATCH FIELD CONDITIONS. 2. LOCATION OF EXISTING UTILITIES ARE BASED UPON AVAILABLE INFORMATION.IT IS WITH THE CITY OF TIGARD STANDARD CONSTRUCTION SPECIFICATIONS& • ADC••SI•GSO:.SS••.2WI.HIRED. THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF DRAWINGS AND THE UNIFORM PLUMBING CODE. • • 2. ALL ADA ROUTES TO BE MAXIMUM 2%CROSS SLOPE AND MAXIMUM 5%INLINE SLOPE. EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY • 2.•CSN.TRAET:I?SWLL MAINTAIN POMINIIS:MPF 36'COVER OVER CONDUITS. Ivega DISCREPANCIES IN THE PLANS.CALL FOR LOCATES AT LEAST 24 HOURS PRIOR TO 2. MECHANICAL JOINT FITTINGS SHALL CONFORM TO AW WA C110 AND SHALL BE OF • 3. ALL ADA RAMPS TO BE MAXIMUM 2%CROSS SLOPE AND MAXIMUM 8.3%INLINE SLOPE. COMMENCEMENT OF GRADING(1400-332-2344). A CLASS AT LEAST EQUAL TO THAT OF THE ADJACENT PIPE. 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION.IT IS THE CONTRACTOR SHALL AT TIMES ABIDE BY APPLICABLE SAFETY RULES OF THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF 3. 4. MAINTAIN POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION.NOTIFY ENGINEER IMMEDIATELY OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF OSHA.E3. CONTRACTOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE ANY DISCREPANCIES. TESTS ON ALL WATER LINES PER CITY OF TIGARD STANDARDS. ANY DISCREPANCIES IN THE PLANS.CALL FOR LOCATES AT LEAST 48 HOURS architecture I I c 4. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY ALL APPROPRIATE CODES,LAWS PRIOR TO CONSTRUCTION. 25107 genesee trail road 5. PROTECT EXISTING ADA RAMP IN PLACE THROUGHOUT CONSTRUCTION.CONTRACTOR TO VERIFY AND REGULATIONS THAT GOVERN CONSTRUCTION WITHIN THE CITY OF TIGARD. 4. ALL FITTINGS SHALL BE MECHANICALLY RESTRAINED PER CITY OF TIGARD EXISTING RAMP MEETS ADA REQUIREMENTS.MAXIMUM OF 8.33%INLINE AND 2%CROSS SLOPE. STANDARDS. 4. CONTRACTOR SHALL COORDINATE WITH ALL PRIVATE UTILITIES PRIOR TO golden,co 80401 5. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY SURVEY MONUMENTS THAT CONSTRUCTION OR EXCAVATION. 6. ADA WALKWAYS TO BE STRIPED OUT.PROVIDE MINIMUM TWO(2)COATS WHITE PAINT. ARE DISTURBED DUE TO CONSTRUCTION. 5. PRIOR TO BEING PLACED IN SERVICE,THE WATER LINES AND SERVICES SHALL 303.872.0487 CONTRACTOR TO VERIFY ADA WALKWAY MEETS SLOPE REQUIREMENTS.2%MAXIMUM CROSS B. ALL CONSTRUCTION SHALL CONFORM TO CONSTRUCTION DOCUMENTS AND BE FLUSHED,STERILIZED,AND TESTED,ALL IN ACCORDANCE WITH CITY OF 5. ALL CONDUIT MUST BE INSPECTED BY THE RESPECTIVE UTILITY COMPANY vegaarchitecture.com SLOPE AND 5%MAXIMUM INLINE SLOPE. PROJECT SPECIFICATIONS. TIGARD STANDARDS AND THE UNIFORM PLUMBING CODE BY THE CONTRACTOR. PRIOR TO BACKFILL 7. INSTALL WOVEN INLET PROTECTION TO AREA DRAINS AND CATCH BASINS ACCORDING TO 7. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS FOR 6. CITY OF TIGARD SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WATER 6. ALL CONDUIT SHALL BE PVC SCHEDULE 40. APPROVED 1200-C PERMIT.INSPECT,CLEAN AND MAINTAIN THROUGHOUT CONSTRUCTION TO INSPECTION AND TESTING. LINE CONSTRUCTION. PREVENT SEDIMENT LADEN WATER FROM ENTERING THE STORM SYSTEM.REFER TO APPROVED LL 8. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTION DEPARTMENT 24 HOURS 7. ACONDUIT SWEEPS SHALL BE A MIN OF 48'RADIUS. 1200-C PERMIT PLANS FOR CATCH BASIN INLET BAG DETAIL. PRIOR TO CONSTRUCTION.CONCEALED CONSTRUCTION WITHOUT THE REQUIRED 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 30"COVER OVER THE WATER LINE. EXPOSURE SHALL BE SUBJECT TO INSPECTION AT THE CONTRACTOR'S EXPENSE. 8. 3'OF HORIZONTAL CLEARANCE IS REQUIRED FROM ALL WATER,SEWER,GAS, 8. ALL BOTTOM-OF-CURB ELEVATIONS NOT ACCOMPANIED BY A TOP-OF-CURB ELEVATION ARE TO BE 8. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION.IT IS AND IRRIGATION LINES. STANDARD 6'EXPOSURE CURB.REFER TO SHEET C380 FOR CURB DETAILS. 9. SIGNIFICANT VARIATION AND DEGREE OF EROSION CONTROL EFFORT WILL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF DICTATED BY WEATHER CONDITIONS.THE DEVELOPER AND CONTRACTOR EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF 9. A 1/4'PULL ROPE RATED FOR 500 LBS.SHALL BE INSTALLED IN EACH CONDUIT SHOULD BE PREPARED TO PROVIDE EXTRA EROSION CONTROL PROVISIONS AND ANY DISCREPANCIES IN THE PLANS.CALL FOR LOCATES AT LEAST 48 HOURS BY CONTRACTOR. CC EFFORT DURING WINTER AND WET WEATHER CONDITIONS BEYOND WHAT IS PRIOR TO CONSTRUCTION. 10. ALL RUNS EXCEEDING 150'IN LENGTH REQUIRE FIBER SWEEPS. REQUIRED DURING SUMMER AND DRY WEATHER CONDITIONS.FINE GRAINED AND W UNCONSOLIDATED SOILS ON GRADED SLOPES MAY BECOME UNSTABLE WHEN 9. WATERLINE SHALL MAINTAIN A MINIMUM OF 18'VERTICAL CLEARANCE FROM SUBJECT TO EXCESSIVE MOISTURE. SEWER LINE AT ALL TIMES. amol 10. DEMOLISH/REMOVAL NOT SPECIFICALLY LISTED,BUT REQUIRED TO COMPLETE SITE/UTILITY AND GRADING PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. ALL CONSTRUCTION DEBRIS TO BE REMOVED FROM SITE AND RECYCLED/DISPOSED OF ACCORDING TO LOCAL REGULATIONS. w STORM DRAINAGE CONSTRUCTION NOTES SANITARY SEWER CONSTRUCTION NOTES GEOTECHNICAL NOTESCC 1. ALL STORM SEWER AND MATERIALS SHALL TO THESE 1. SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY ASSUMPTIONS(FOR THE RECOMMENDED SECTION)INCLUDE: PLANS AND THE APPLICABLE CONSTRUCTION REQUIREMENTSOF THE LL COCONFORM PLUMBINGO CODE, OF TIGARD,ODOT AND THE UNIFORM PLUMBING CODE.ALL SANITARY SEWER AND THETHE APPLICABLE REQUIREMENTS QUIRE EF THE CITY OF TIGARD. SERVICE LATERALS SHALL BE 4'PVC PIPE CONFORMING TO ASTM SPECIFICATION 1. THE TRASH ENCLOSURE AND UNLOADING AREA ARE IN THE WESTERN CORNER OF THE SITE(OFF T 113034(SDR-35),UNLESS NOTED OTHERWISE. SCHOOL STREET).SEE FIGURE 2 IN GEOTECHNICAL REPORT. = 2. NO DRAINAGE PIPING OR PART THEREOF,WHICH IS CONSTRUCTED OF MATERIALS 2. NO DRAINAGE PIPING OR PART THEREOF,WHICH IS CONSTRUCTED OF MATERIALS 2. THE NATIVE SUBGRADES CONSIST OF LEAN CLAY OR SILT SOILS AS ENCOUNTERED IN SOIL U CO OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN A BUILDING,SHALL BE OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN A BUILDING,SHALL BORINGS B-1 AND B-3.SEE GEOTECHNICAL REPORT FOR MORE INFORMATION. INSTALLED UNDER OR WITHIN FIVE(5)FEET OF ANY BUILDING OR STRUCTURE,OR J N N BE INSTALLED UNDER OR WITHIN FIVE(5)FEET OF ANY BUILDING OR STRUCTURE, LL PART THEREOF,NO LESS THAN ONE(1)FOOT BELOW THE SURFACE OF THE OR PART THEREOF,NO LESS THAN ONE(1)FOOT BELOW THE SURFACE OF THE 3. ONE TO TWO TRASH PICKUPS PER WEEK. GROUND.(EXCEPT IN AREAS WHERE DIP IS SPECIFIED).THIS INCLUDES GROUND.THIS INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, LL STRUCTURES SUCH AS PORCHES AND STEPS,WHETHER COVERED OR WHETHER COVERED OR UNCOVERED,BREEZEWAYS,ROOFED 4. LESS THAN FIFTEEN FULL-SIZED,LOADED SEMI-TRACTOR TRAILER UNITS PER WEEK. Q N UNCOVERED,BREEZEWAYS,ROOFED PORTE-COACHERES,ROOFED PATIOS, PORTE-COACHERES,ROOFED PATIOS,CARPORTS,COVERED WALKS AND cc ^^ L.L CARPORTS,COVERED WALKS,COVERED DRIVEWAYS,AND SIMILAR STRUCTURES O LL O OR APPURTENANCES. DRIVEWAYS, SIMILAR STRUCTURES OR APPURTENANCES.LATERALS SHALL 5. EARTHWORK IS PERFORMED DURING DRY WEATHER CONDITIONS. BE INSTALLED AT A MIN.2%SLOPE UNLESS NOTED ON THE PLANS > 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION.IT IS 6. THE SUBGRADE IS PROOFROLLED AND OBSERVED BY THE GEOTECHNICAL ENGINEER PRIOR TO C/ 3. HYDROSTATIC AND AIR TESTING OF SANITARY LINES AND MANHOLES SHALL BE PLACEMENT OF SEPARATION FABRIC AND BASE ROCK SECTION. � THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE UNIFORM w v, EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY PLUMBING CODE AND CITY OF TIGARD STANDARDS.ALL NECESSARY TESTS SHALL 7. POOR SOILS IF ENCOUNTERED DURING EXCAVATION OR PROOFROLL ARE REMOVED ANDi- '^ DISCREPANCIES IN THE PLANS.CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO an BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE ENGINEER. REPLACED WITH SUITABLE,GRANULAR STRUCTURAL FILL. V J CONSTRUCTION. O N 4. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION.IT IS 8. LOAD TRANSFER DEVICES,E.G.DOWELS,KEYS,ETC.ARE RECOMMENDED AND ASSUMED IN THE 4. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF DESIGN.IF A LOAD TRANSFER DEVICE IS NOT USED,ADD 1/2-INCH TO THE CONCRETE SECTION C7 O.S.HA.AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF THICKNESS. T r TRENCH PROTECTION OF WORKMEN. ANY DISCREPANCIES IN THE PLANS.CALL FOR LOCATES AT LEAST 48 HOURS ARE PRIOR TO CONSTRUCTION. 9. THE EDGES OF THE RIGID PAVEMENT ARE SUPPORTED,E.G.ADJACENT FLEXIBLE PAVEMENT, 5. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT APPROXIMATE,FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED CURBS,FOUNDATION WALLS,ETC.IF EDGE SUPPORT IS NOT PROVIDED,ADD 1/2-INCH TO THE PAVEMENT GRADES. 5. FINISHED RIM ELEVATIONS OF CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, CONCRETE SECTION THICKNESS SHOWN BELOW. 06.20.2017 FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. TO THE BUILDING SHALL BE KEPT OUT OF THE ANGLE OF 10. THE MINIMUM MODULUS OF RUPTURE(VC)FOR THE CONCRETE IS 650 PSI. PERMIT+CONSTRUCTION 6. ALL TRENCHES PARALLEL REPOSE FOR THE BUILDING FOOTING. 6. PIPE BEDDING AND BACKFILL SHALL CONFORM TO UNIFORM PLUMBING CODE AND CITY OF TIGARD STANDARDS. RECOMMENDED RIGID PAVEMENT SECTION FOR TRASH ENCLOSURE AND TRUCK UNLOADING AREA 7. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE 7. SANITARY SEWER CLEANOUT CONSTRUCTION SHALL CONFORM TO UNIFORM 1. THE SUBGRADE SHOULD BE GRADED TO PROVIDE DRAINAGE BELOW THE PAVEMENT AND AVOID APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PLUMBING CODE AND CITY OF TIGARD STANDARDS. PONDING OF WATER AT THE SUBGRADE SURFACE. PRESENTED BY ONE-SIXTEENTH BEND,ONE-EIGHTH BEND,ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. 8. A MINIMUM OF TWO FEET(7)HORIZONTAL SEPARATION IS REQUIRED BETWEEN 2. THE SUBGRADE SHOULD BE PROOFROLLED PRIOR TO PLACEMENT OF SEPARATION OF FABRIC 8. INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A FLEXIBLE WATERLINES AND SANITARY AND STORM MANHOLES.ALL CONSTRUCTION MUST AND PAVEMENT MATERIALS. • COMPRESSION JOINT NO CLOSER THAN 12'ANO NO FARTHER THAN 36'FROM THE MEET DEQ AND STATE WATER RESOURCES BOARD REQUIREMENTS FOR v SEPARATION. 3. A SEPARATION FABRIC(SEE SECTION 7.3.2 OF GEOTECHNICAL REPORT)SHOULD 8E PLACED MANHOLE.NO FLEXIBLE COMPRESSION JOINT SHALL BE EMBEDDED IN THE MANHOLE BASE.MANHOLES SHALL HAVE A SMOOTH,UNIFORM WATERWAY WITH ABOVE THE APPROVED,FINE-GRAINED NATIVE SUBGRADE. as O CHANGES OF DIRECTION MADE WITH THE APPROPRIATE SWEEP OFFSET AS PER 9. ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE ANGLE OF N THE OREGON PLUMBING SPECIALTY CODE.OPEN-GRATE LIDS WILL NOT BE REPOSE FOR THE BUILDING FOOTING. 4. A MINIMUM 6-INCH THICK BASE ROCK SECTION SHOULD BE PLACED AND COMPACTEDABOVE THE ALLOWED ON ANY MANHOLE. SEPARATION FABRIC.BASE ROCK SHOULD CONFORM TO THE LATEST EDITION OF SECTION 02630 Q OF THE STATE OF OREGON,STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION QI (ODOT-OSSC)DENSE-GRADED AGGREGATE.A MAXIMUM 3/4-INCH OR 1-INCH AGGREGATE SIZED W BASE ROCK(TABLE 02630-01)SHOULD BE USED. I- cn 5. A MINIMUM 6-INCH THICK RIGID(PORTLAND CEMENT BASED)CONCRETE SECTION OVER THE BASE ROCK. I- 6. PAVEMENT JOINTS SHOULD BE CONFIGURED TO PROVIDE NEAR-SQUARE PANELS TO THE EXTENT LY POSSIBLE.A LENGTH TO WIDTH RATIO OF INDIVIDUAL PANELS OF 1L:1 W IS RECOMMENDED AND IN O NO CASE SHOULD THE RATIO EXCEED 1.5L:1 W.A MAXIMUM PANEL DIMENSION OF ABOUT 12 FEET IS RECOMMENDED AND IN NO CASE SHOULD IT EXCEED 15 FEET. O 04 a GENERAL a 15 l NOTES m 173 0 ' MJZ N I ZIs d 0) m CO.1 'a • •• •• •• • • • • •• mN"w"tlaTo»tla4 kmmmnmanfoCOPYRIGHT OPYRIGHT Ntlo2oeyn0a„y11Nm2• • •• •• •• •• •• • •• •• •• •• •• ••. • •. •. • . • • • WL••• •• • •• • •• •• • �.r a 11 • •• • •• • •• •• • •• •• • • • • • ....my.eam "M1 vpe architecturegNN architectureat mrvMuareIIk mna R.0aa"dNtl "NORTH TIGARDVILLE ADDITION" 720 S Washington Street,#750 1 LOT 42 Portland,Oregon 97205 S�PEp PROFFss/ • • • •• 971-280-8641 �S -I • • • • •• •• •• • - 0 6.#40)40e1 r 0 ® CHARLES F.T/GARD \ CHARLES •F.77GAR0 • ••• v �N01N fF9 ay e� , ELEMENTARY SCHOOL8.eLF ELEMENTARY SCHOOL • • • • • • • • • A �if+`s <3>8 CLF �7 4>g CLF (RES/DENT/AL ZONING R11) \ ON LINE (RES/DENT/AL ZONING-R12) o • •6 c i•• • • • • • • •I • • • • • • II 05T • 10.04' I ... J S. US - , } WARES 12/31/18 r 1 0 A 0 ® y.chf • • •• •• I _ • • LEGEND: -I - 8 CONSTRUCTION CLF : o g RHODODENDRONS • ••• ••• •• • •i - PROPOSED TREE PROTECTION FENCE 10.00'ROAD,STREET,8 • -I UTILITY EASEMENT I ' ••• • • Vega -- - EXISTING PROPERTY LINE O I f © © - IXISTING CURB LINE D 1.�O, - IXISTING EASEMENT LINE _ .I sr ST - IXISTING STORM DRAIN architecture Ilc 10.00'WATER PIPELINE ' ss v - IXISTING SANITARY SEWER LINE 25707 geneses trail road <_ 0 I EASEMENT TO BE VACATED v - EXISTING WATER LINE golden,C080401 Ill Z a I t7 PAVED PARKING LOT41 t c c - EXISTING GAS LINE I- P.1\ I2 L $p -. •1 STING TREES TOREMNN v a - EXISTING POWER LINE 303.872.0487 m r I$ °' K 0 0 - EXISTING CONSTRUCTION FENCE Vega8rC111(BCh1fe.COR1 ® D (�y I r I - EXISTING STORM MANHOLE Q y CB❑ - EXISTING STORM CATCH BASIN $ I a SCHOOLHOUSE TRACT _ -I TO I 1121 m 7 "NORTH TIGARDVILLE ADDITION" ., - EXISTING FIREITARY H DRANTHOLE O ((j y II` ~ TAX LOT 200 1.37 ACRES IIII '.j S - EXISTING WATER METER Z P.Y 1] D4 - EXISTING WATER VALVE CC Qy © 3 W - EXISTING GAS VALVE AI ]�•� Or - EXISTING TELEPHONE VAULTLU m I'1 I _... © 1�4 4'6 G . IXISTING LIGFIT POLE I UTILITY ROAD,STREET,8El• 'a - IXISTING UTILITY POLE UTILITY EASEMENT a <1>EXISTING TRAVELED WAY o - EXISTING GW WIRE /. 'i I I ENCROACHES ONTO SUBJECT samQ - EXISTING SIGN Q PROPERTY BEYOND EASEMENT' Y - EXISTING MAILBOX • y. TO BE VACATED T)-7-2 ' I - / 2 - EXISTING BUILDING TO BE DEMOLISHED Lu 10 V FF-1914.N 19 _ COMMERCIAL USE - EXISTING ASPHALT SURFACE 141 50.4(" a �'CI a 9_ P a (GENERAL COMMERCIAL CE CEOS.W2O4CW, ` E E 8'CONSTRUCRONCLF 214.53' -.-- - _ aV1 I ZONING) [....... 1 - EXISTING CONCRETE SURFACE 1 -xad 13 m© _mlf,lle m„ ■a is III 011 >AIR s411.460 1>n as a fir•� j r 6,c, - EXISTING GRAVEL SURFACE r I ' ' � EXISTING HEDGES --t 7 ®CI ID 0 '13 13 4611-AL 0UN v1n�" 29 0 _ ® \ - EXISTING 8 RHODODENDRON lei w-ki `` +.�..�+r-v��•a-r` 1 -�� am -__ 1111 � _ il� � a /� ■ " `r - EXISTING PEDESTRIAN SIGNAL ice �Y IIIVo �51�=1 r s m - o sr/_ r�O SPIRAL CURVE O O CO a sT�•-- ___ I.9B M' T LL © r CH ERGS 44"13'5PW N `^ - - �� VJ f c� 1- - - \s --ti ( _ .r_____ _ - - -�- - •- GENERAL NOTES: - - - • - NOISE SOURCES: EAST OF PROPERTY-SW PACIFIC HWY \sr ° SW PACIFIC HIGHWAY(HWY99W) SOUTH OF PROPERTY-O'REILLYAUTO PARTS STORE 06.20.2017 - ---� WEST OF PROPERTY-SCHOOLBAWN TRACK AND FIELD AREA PERMIT+CONSTRUCTION NO 100-YR FLOOD PLAIN EXISTS ON SITE.THE SUBJECT PROPERY LIES O \� 0 THE 0.2%ANNUAL INSURANCE RATE MAP CHANCE 51170 ARDATED FEBRUARY 8 005.FLOOD s7�sr� i 11.10006102051115°1121"1"1 CI • Ato.4.,041."'• A ®�--- -- TOPOGRAPHIC SURVEY ? " �� . / LOCATED IN SOUTHWEST ONE-QUARTER OF SECTION 2,TOWNSHIPS oI �� COMMERCIAL USE I / y N _ - - _ ." SOUTH,RANGE 1 WEST,WILLAMETTE MERIDIAN, '^ y I AL COM ERCL4LE• CITY OF TIGARD,WASHINGTON COUNTY,OREGON (GENERAL COMMERCIAL ZONING) I A (GENERAL COMMERCIAL ZONING) a I y i SURVEYOR NOTE SURVEY WAS COMPLETED BY CMT SURVEYING AND CONSULTING,INC. F DEMOLITION NOTES DATUM: ON APRIL 16,2015. �i REMOVE AND HAUL OFF EXISTING GRAVEL. 10 REMOVE IXISTING WATER VALVE.CONTRACTOR TO LOCATE WATER LINE WASHINGTON COUNTY BENCHMARK NO 949 STORM DRAINAGE TABLE: REMOVE WATER LINE TO PROPERTY LINE PER CITY OF TIGARD STANDARDS. A 13/8"BRASS DISK IN FIRST CONCRETE STEP ON THE SW SIDE OF THE STEPS OF THE TIGARD GRANGE HALL NW ENTRANCE.APPROXIMATELY O STORM MANHOLE O STORM MANHOLE O El REMOVE AND HAUL OFF EXISTING CONCRETE. REMOVE EXISTING WATER METER.CAP SERVICE PER CITY OF TIGARD RIM=206.26 RIM=210.28 N 2,045 FEET SW OF SW CORNER OF PROPERTY,OPPOSITE SIDE OF 6"IE IN(S)=200.46 12"IE IN/OUT=206.73 a STANDARDS. HIGHWAY. EX.CONDITIONS Z 3❑REMOVE EXISTING ASPHALT. ELEVATION 269.597 1Y IE IN(SW)=199.66 O CATCH BASIN 12 REMOVE EXISTING TREE.SEE LANDSCAPE PLANS. 12"IE IN(N)=199.85 GRATE=209.29 SANITARY SEWER TABLE: AND DEMO PLAN N 18"IE IN(S)=198.86 1n ❑4 REMOVE AND HAUL OFF EXISTING HEDGES. 18"IE OUT(E)=198.82 IE OUT(S)=206.60 1 SANITARY SEWER MANHOLE w 2 13 REMOVE EXISTING STORM CATCH BASIN. BASIS OF BEARINGS: O CATCH BASIN (-9, RIM=08.38 m 5 REMOVE EXISTING UTILITY POLE.COORDINATE 2 CATCH BASIN BASIS OF BEARING IS PER FOUND AND HELD MONUMENTS ALONG THE Q GRATE=206.64 8"IE IN(SW)=197.25 STUB WITH PGE FOR POLE REMOVAL. 14 REMOVE EXISTING STORM DRAIN. GRATE=208.74 ' o CENTERLINE OF SW SCHOOL STREET,TAKEN AS N 45'01'40"W PER 12"IE OUT(NE)=203.93 8"IE OUT(NE)=19723 MJZ N SURVEY NO.29424,WASHINGTON COUNTY SURVEY RECORDS. 12"IE IN(NE)=205.86 E Il REMOVE EXISTING POWER LINE.COORDINATE 15 REMOVE EXISTING LANDSCAPE. 12"IE OUT(S)=05.11 L I WITH PGE FOR POLE REMOVAL. El REMOVE EXISTING GUY WIRECOORDINATE 18 PROTECT EXISTING SIGNAL CABINET THROUGHOUT O CATCH BASIN SCALE 1,20' EC CONSTRUCTION. GRATE=206.39 Z WITH PGE FOR GUY WIRE REMOVAL. 12"IE OUT(S)=204.73 N E REMOVE EXISTING FENCE. iii REMOVE EXISTING CURB. 20 10 0 20 Fa E REMOVE EXISTING SIGN AND FOUNDATION. 18I 19 EXISTING lJ ISTING CURB TO BE REMOVED UNDER A SEPARATE PERMIT. /�1.0 m COORDINATE WITH PGE ON GUY WIRE RELOCATION. N ,. • •• •• •• • • • • • COPYRIGHT 201) • • • • • • • • • • • • • COPYRIGHT service,vM HF •. • . • • OOWLalon br u33 of• •• • • •• • • • 6 II/88W • ag,eemeM wi1M1 yap vtlikxdre Ile • WWW.DOWL.COM 720 SW Washington Street,#750 It • Portland,Oregon 97205 I ; i �QEDPAOFF 1 i Elj t` ••• ••• •• •• •• ••• 971-280-8641 Q,., 051NEF s'r04 t i I • • • • • • • • • 654 PE II ` h,, y • • ••• • • • • • • •• • • • • • GON IIID 1k. Iti Z • LEGEND: /)a5,%°°� I,d1 h I�. t BOUNDARY LINE F�/N S.AUSSE JO _ CHARLES F.77GARD CHARLES F.TIGARD EXISTING CURB LINE WIRES 12131/18 ELEMENTARY SCHOOL \, ELEMENTARY SCHOOL ••• ••• • • •• ... PROPOSED BUILDING j 5 V --_„__ _ (RESIDENTIAL ZONING-R12) (RESIDENTIAL ZONING-RIZ) • • • _ PROPOSED CONCRETE CURB I • ••• .... •• •• • PROPOSED STRIPING • • • g. 1 `. ... _ -� ........:-�-4 :Li.,,... • • , EXISTIGCONCRETE SURFACElien ff.; ive g a SEE CITY OF TIGARD PFI PLANS Ali rEl la • TVP - PROPOSED PLAIN CONCRETE WALK FOR SCHOOL STREET DESIGN. fr EASEMENTFUTURE S ® 0 - PROPOSED LIGHT ASPHALT SURFACE• architecture Ilc � ID �'{ l��( 'r. vil lw • - PROPOSED HEAVY ASPHALT SURFACE 25107 geneses trail road III I _ 'IL,-4, ® 1z I-['. ' m' golden,co 80401 /////////// I °, n.ate \� I . PROPOSED DIRECTIONAL PAVEMENT MARKINGS Ih s' i. I' �� 303,872.0487 I ` .�i� i.'A© len-L:11�® r - -- - PROPOSED SIGN vegaarchitecture.com I/ 1 II - I�lm i-,,,,,,o--13-...:-.73-4-114", ® d',....tifil7.4.01 . ® ® O - PROPOSED PARKING STALL COUNT PER ROW et W m ® _: ) T Q O l l �I ®'� , . � F_ M - PROPOSED TRANSFORMER �, it STDP o - PROPOSED BOLLARD eg ik 1 ( m '\ ® - PROPOSED FIRE LINE DOUBLE CHECK ASSEMBLY\ CC J / II Iml m \ 0 ' Y - PROPOSED FIRE DEPARTMENT CONNECTION W 0)V a // J ® CJ - PROPOSED MONUMENT SIGN J v v IT/ROW 1 1' PARCEL I I� '0 V 0 --- - ® - -PROPOSED SAWCUT LINE •• mifillillil ® -EXISTING PEDESTRIAN SIGNAL 0▪41 I ' 1J TYP m e O 11 - • PROPOSED SPECIALTY RETAIL u - _ e 7 � W PROPOSED 1100:416.1t II FFE:210.90 4 0', ® o - PROPOSED SANITARY SEWER CLEAN OUT 27 ROY! 4 laa/_/////a v - PROPOSED SITE LIGHTING CC [1,111,:','Ali!-2:7, D 11I 1 I - PROPOSED BICYCLE PARKING . 4• 4I ISI0 © m m iB = co r' fe0 o MERC/AL USE (_� N ' _. I I I ISI ' (GE AL COMMERCIAL J N FL N • D a �' y ZONING)- / "'RAN"' �� ■ © Q N r. 1, Ll LL ci 0 • a � I1J TCC ' m al j I o v ®, • . o ZONING DATA: A ' - ` g \�,�-- MIME _ ��- ., •.-. EXISTING ZONING'R12 /CLO N �t1 3 , �_�_� _y�_ _ _y PROPOSED ZONING CG GENERAL COMMERCIAL _/ T s ,_- -02.13,,,„4,14 � ,, .- a i r' PARKING DATA: EXISTING . PROPOSED 50 HALF ROW SEE ODOT PLANS FOR ADA ACCESSIBLE STALLS: 3 57 HALF ROW STANDARD STALLS: 55 06.20.2017 _� �- 99W STREET DESIGN. �� COMPACT STALLS: 5 PERMIT+CONSTRUCTION _ _ _ - TOTAL PARKING: 63 PARKING STALLS - rW71 _ _ .. -- - _.__ --- ._....-_. PARKING RATIO: 4.76/1000 NOTE: - �- SW PACIFIC HIGHWAY(HWY99WJ 1.)STANDARD PARKING STALLS ARE 9E18.5'AND - ---- '- ��.� 9715.5'(WITH 3'OVERHANG) m 2.)ADA ACCESSIBLE PARKING STALLS ARE 97(18.5' ii CONSTRUCTION NOTES 3.)BICYCLE PARKING REQUIRED:(0.3/1000SF)4.0 SPACES O BICYCLE PARKING PROVIDED.4 SPACES 1E 12 INSTALL STANDARD CONCRETE CURB.SEE CURB DETAIL ON SHEET CONSTRUCT HEAVY TRAFFIC ASPHALT.SEE ASPHALT SECTION ON 25 INSTALL RECYCLING MACHINE,SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. UQ C6.1. THIS SHEET. LANDSCAPE NOTE: 4.)CART CORRAL STALLS(87(18.5'):1 SPACE ❑2 INSTALL STANDARD CONCRETE SIDEWALK.SEE SIDEWALK DETAIL ON 13 INSTALL SITE LIGHT.SEE ELECTRIC PLANS FOR DETAILS. E INSTALL PICNIC TABLE.SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. SEE LANDSCAPING PLANS AND URBAN FORESTRY MANUAL Ce W SHEET C6,0. APPENDIX 14 AND 15 FOR STRUCTURAL SOIL LOCATION AND SITE DATA: ~ 14 CONSTRUCT HEAVY CONCRETE SECTION.SEE CONCRETE SECTION ON 27 INSTALL TURNDOWN CURB WITHIN PROPERTY LIMITS.SEE GRADING PLAN ON SPECIFICATIONS. PARCEL 1-SPECIALTY RETAIL STORE 1.37 ACRES CO ❑3 PAINT RED'NO PARKING FIRE LANE'CURB.SEE DETAIL ON SHEET C6.1. SHEET C3.0 AND DETAIL SHEET C6.1 FOR MORE INFORMATION. THIS SHEET. RIGHT-OF-WAY DEDICATION 0.01 ACRES 00 111 INSTALL CONCRETE ADA RAMP.SEE RAMP DETAIL ON SHEET C6.0 15 STRIPE STANDARD PARKING STALL.4'WIDE WHITE STRIPE.2 TOTAL SITE 1.38 ACRES I- AND SEE GRADING SHEET C3.0. COATS MIN. 0 D' LANDSCAPE AREA .275 ACRES CONSTRUCT STANDARD ADA PARKING STALL AND INSTALL SIGNAGE. i6 INSTALL STANDARD CONCRETE WHEEL STOP,SEE SHEET PERCENT LANDSCAPE 20.0% SEE SHEET C6.0 FOR SIGNING AND STRIPING DETAILS.SEE TYPICAL C6.0 FOR DETAIL. O ADA PARKING STALL DETAIL ON SHEET C6.0 FOR SIGN PLACEMENT. N 17 PAINT WHITE STOP BAR AND INSTALL STOP SIGN.SEE DETAILS ON SHEET C6.1. BUILDING DATA: a hi 111 CONSTRUCT N SIGNAGE.SEE SHEET C6.0 ACCESSIFOR SIGNI A PARKING G AND ST IR P IN DETAILS.SEE 18 PROPOSED PYLON SIGN.SEE ARCHITECTURAL PLANS FOR MORE INFORMATION.STALL AND INSTALL PROPOSED SPECIALTY GROCERY 13,222 SF SITE PLAN TYPICAL ADA PARKING STALL DETAIL ON SHEET C6.0 FOR SIGN CO PLACEMENT. INSTALL BICYCLE PARKING.SEE ARCHITECTURAL PLANS FOR MORE m 19 Ern E TRASH ENCLOSURE.SEE ARCHITECTURAL PLANS FOR DETAILS. INFORMATION. _ 4'HMAC SECTION I 3.S HMA(PAVEMENT 8 PAINT DIRECTIONAL ARROW STRIPING.SEE STRIPING DETAIL ON SHEET 20 PROPOSED CART CORRAL.SEE ARCHITECTURAL PLANS FOR MORE ) ' MJZ N ❑ INFORMATION. . . .., . .:� -«- "' -;"-`�;_' 61 CONCRETE PAVEMENT(4000 PSI) C6.0. • • • • • • �, 121 COMPACTED ,. = 21 CONSTRUCT IMPACT SLAB.SEE DETAIL ON C6,1, 11,04. ,�!Y, Y�Y= AGGREGATE BASE •� y 9• � CONSTRUCT LIGHT TRAFFIC ASPHALT.SEE ASPHALT SECTION ON THIS •ImINt-y6-rtiIiI i.1•l'� �.ti- 10'COMPACTED AGGREGATE BASE SCOMPACTED AGGREGATE BASE 1 I{•x, .!x• •, Y ti •�iy�i�i�i�i�i •�Liiwi�iwiri� SHEET. . . . . . Oil M 1-tt0.110: `1= L`C-yx •-to-- .1- GEOTEXTILE FABRIC Z INSTALL 6'CHAIN LINK FENCE ALONG PROPERTY LINE. • • •.,.•...i i 4) 10 CONSTRUCT ASPHALT'THICKENED EDGE.INSTALL STRIPE WITH '�`� \•��•�•�•��/\ ••�•.•._,_,_.'��{�. COSTANDARD CONTINENTAL BARS.SEE DETAILS ON SHEET C6,1. 23 INSTALL PROTECTIVE BOLLARD.SEE DETAIL ON SHEET C6.0, Fy`, r/\/��‹� /1 -��\��f . SUBGHADE MATERIAL ��y </<-/K\/{//z/F`, 4\,,77------SUBGRADE MATERIAL \: j�/��<\T/\ ^ /\� ,,\/��/J`-----SUBGRADE MATERIAL SCALE.f=20' i' m 71 CONSTRUCT HEAVY CONCRETE TRANSFORMER PAD.CONTRACTOR TO 24 CONSTRUCT ADA RAMP WITH HANDRAILS.SEE DETAIL ON SHEET C6,1, C20 y COORDINATE TRANSFORMER INSTALLATION AND EXACT PLACEMENT HEAVY ASPHALT PARKING SECTION LIGHT ASPHALT PAVEMENT SECTION HEAVY CONCRETE SECTION WITH LOCAL UTILITY PROVIDER. REFER TO GEOTECHNICAL REPORT FOR SUBGRADE REFER TO GEOTECHNICAL REPORT FOR SUBGRADE REFER TO GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND 10 0 20 m PREPARATION AND COMPACTION REQUIREMENTS PREPARATION AND COMPACTION REQUIREMENTS COMPACTION REQUIREMENTS.SEE DETAIL SHEET CO.1 FOR ADDITIONAL GEOTFCHNICAI NOTES. • • •• •S. • • • • •• COPYfUGHT 201] • • • • • • • • • • • • • • The tlocvnent if an lne0vnent olaervka,eM . . .. . . . . D W L TIMdise;p1NRiaos:;rNMeR .and ••• • vem.,remaruaeNNa do°.nM mamma •• • • • • end an ea eamnded WV M writ. • • • • • • • • • agreements.sage armaeaure lm • • • • • • •• 1•,•e,a',•I eIN','I�rNN�•, (I 1 1 \ 720 SW Washington Street,#750 j. I HI � • • • • • ••• Portland,971-280-8641 VSA NGINEp soy 1 1 _ FAED P80FFS y 1 ••• • • ••• ••• •• • W :54 E3PF99r}1 E1'ill � 1 % ••t • t • • • GONI'rl y • • • • • • i LEGEND: BouNDARv LuvE,ii ICHARLES F.TIGARD i CHARLES F.T/GARD • •• ••• ••• ••• • -- r oo` Iili p ELEMENTARY SCHOOL ELEMENTARY SCHOOL EXISTING CURB LINE 4F`4'S gBUSSE� Z * �✓ (RESIDENTIAL ZONING-R12) (RESIDENTIAL ZONING-RIZ)ll - PROPOSED BUILDING l y ? - i - PROPOSED CONCRETE CURB otPmEs;t2rdvte 1 ••• ••• • • •• •• - PROPOSED STRIPING 11,1 -- , -... _ye--" -".3t-"_ -=4. _--! - EXISTING CONCRETE SURFACE 1'. 1 16.7 15 LANDSdN'E BUFFER 752 r3.a OVERHANG • ••• ••• •• • • • _ PROPOSED PLAIN CONCRETE WALK I r3.a OVERHANG 22 BUIIDING SETBACK 108.a - __H-- ••• • • _ PROPOSED REINFORCED DRIVEWAY CONCRETE i L - -_ - I" - SURFACE lyeg I 8.0' 15:_ tllTl l 108.0 TINIER 6.0' 15.5 12 ISI r O.T (' - PROPOSED DIRECTIONAL PAVEMENT MARKINGS ,2 I , ( � architecture Ilc I, J 7,3' -,- - PROPOSED SIGN 25107 architecture hail road 1 J R3.7 R3.7 �I> golden, 80401 PROPOSED RIGHT-0F-WAY I j .- .7 O R3.a - PROPOSED PARKING STALL COUNT PER ROW TO BE DEDICATED I ;� i � 0 73.5 ° -R3.a-� g I 247 y 24.0 El 303.872.0487 PROPOSED TRANSFORMER CC' 1 1 I 5.0' -' R5.a 0 VegeafCh¢ectufe.cam J a-15.5 j �■� 9.a R1aaI-4--25.,' I R5.0' R10 0' 0 - PROPOSED BOLLARD 6. " a 8.6' - .•7.a �'� y H 1 , 7'a II 223' • ; _ L. 'KG '''E�,\ ,+,• STOP /� ' 0 - PROPOSED FIRE LINE DOUBLE CHECK ASSEMBLY 1 0 et 4 1 7.a ❑ 110.1' 24.a 24.4' Y - PROPOSED FIRE DEPARTMENT CONNECTION o. O W I la IW 1 5.'T�121.8 16.0' \ O () I - PROPOSED MONUMENT SIGN S 11 1 i -IJJ - ° 9.a ) , - -PROPOSED SAWCUT LINE CC S.V �'�' 142• R.0 0 -EXISTING PEDESTRIAN SIGNAL ■ LI I a PROPOSED RIGHT-0F-WAV • t14 W II it I TO BE DEDICATED v 9.a 9.a O 128.1 ®/ ,�'Z le?'° O W I[ • ° - PROPOSED SANITARY SEWER CLEAN OUT O I I i PROPOSED SPECIALTY RETAIL 85 OO [3- PROPOSED SITE LIGF TING II.fCl 24.0 18s' 18.5 30.2 15.5'- I1 ji FFE:210.90 7.0'• ��g a'a R3a --31.a-�{ I I - PROPOSED BICYCLE PARKING I A , 9.3' �.. 111,1172. 445; B.a \ 9.a �'II�� I9.a RS.a �2=6,� `R4.aS.Oa SIDEWALK �i� 46.5' 124.a =I �� COMMERCIAL USE I � PROPOSED RIGHT-0F-WAYI/TO BE DEDICATEDSEE DIMENSION BLOWUP .i �, a.a R3,D' -�.a (GENERAL COMMERCIAL I ; ON THIS SHEET T �5 B° R3.a ' ZONING)- U N CO e II �N ON / 17 I T1.8' 9.a 15s O 30.a R _ / I I 19.8' V 0) 1 �k-J III. • 16.1 0I. U • it la- 1i ••` 12.!9' - UO I I �� ILU 6 co 0 EXISTING TRI-MET BUS STOP II `, �_ -. N (APPROXIMATELY its FR OM PROPERTY UN 4 ,. " 0..- /' P _ I 30.a 0 N Q • L7.5. -7.a T _0 52.00' _ _ _ _ _ _ - - - �// T EXISTING RIGHT-0F-WAY i.. • _ TO BE VACATED PROP.ROW D PERMIT +CONSTRUCTION a1 SCALE.1'z0' _ a26 ® _- 0 •- _____________ I. ----------mmmo 72 _ :" kms / 1 - �__� _ _ MU y .....-ff 1 ,I 1.2 I COMMERCIAL USE p s.a ......... COMMERCIAL USE _. (GENERAL COMMERCIAL ZONING) I R (GENERAL COMMERCIAL ZONING) -.4 I- o � 62 o I I 1 a Oa I m I I 12 5' a.6'> DIMENSION cD 1 N PLAN M 1 1 1 CNI - __22_,.. ., MJZ Ez> --__-_27._-v- 1 I a 2 DIMENSION BLOWUP 1"=5' QS Fa C2.1 COPVRISlOT2017 of service,end •• •• • •• • • ••• QINL I This gymMremMsthe 007thAd WN oti Is WM* • • • • • • • • • • • • • • PIAN,ln torula of Nis dommEl021000 • • •• •• •• •• • • • • wtiten 1 1 .na c.n n..a...de•wwcn..ic ij CHARLES F-T/CARD ••• • • •• • • • • '9"°"i 1 a • • • • • • • • • • )C:9YbUPFIRHUI,i ELEMENTARY>I i (PA SAND RECREAT/ON) • • • • • • • •• 720 SW Washin on Street,#750 :II,',1 j �' .- _ ) 5(256.72) S(205.80) Portland,Oregon 97205 p S(208.42) 1 s(zo6.1T�K s(zo7 31) ,0 ROFF I11 t } x S(209.61) ""�..,' 5(208.58) / / 971-280-8641 SS�N61NEe, e _-_.______. ! = .. __x .._. _ rl=-_-::-xr- . - -:.._... - f x "- - _.r_ ---_- .. ___-__' .- =_... • • • ••• e X65 9 433PE 1- • • • 5 •• •• •• • _ TC209.76 Tc20970 • • • • • • • • • •LEGEND: SON I • zoe R/BC:209.26 BC:209.20 S20B,29 5208.08 • • ••• • • • • I I ^' € • • • • • • • - BOUNDARY LINE G/2 09,z°0,'. 1) I •' -Olt BC:210.34 BC:209.51 TC:208.52 `= • •• ••• ••• ••• • - _ -_ - EXISTING CURB LINE `r�/4' S`� • - S.RUS SEE TIGARD PFI PLANS Bcan.o3 raz,o.ea TC210.oz wec:zoa.oa �.� rC208.aa PROPOSED BUILDING BORES 12/31118 FOR SCHOOL STREET 4, i i ,. BC20822 - PROPOSED CONCRETECURB INFORMATION j ,•1 TC:21,.00 - EXISTING CONCRETE SURFACE V INFORMATION IY TC:21001 • • BC:208 51 01 .��I6_ ',Ru .••85)••• •• •• --1 /: ' BC:210.50 TC:208 66 TC20 11 TC,210.57 o: {'.., • TC:211.48 TC211 12 5210,59 ry BC:209.61 BC:210.36 9C:207.90 r 9. • • - PROPOSED CONCRETE SURFACE /, • BC:210.98 @C:210.62� TC:210.28` BC:207.90 T :208.24• ••• ••• •• • • • 1 5210.77 •�•5210• 66 TC210.81 BC:209.78 `• • N 5210.77 TC209.55 TC.209.38 TC208.35 : :207.7q - PROPOSED SIGN Ivega I4 52,0.76 BC:21023 BC:209.05 BC:208.88 BC207.85 •••• •• • r. /; , ' 521076• o ")o M - PROPOSED TRANSFORMER / ' 5210.92 5211 03 52 0.90' • ? TC.208 93 fi /. 4 . •e o • a 5210.35 '.BC20893 i•. • - PROPOSED MONUMENT SIGN architecture Ilc ° ♦r__,.t • - • • k_ •_. ' • • . ��_� y- TQ20975 <,7P f: E • -% -_ - Tc 210,17 l^ B 0'98 73 2.5% I 25107 genesee trail road ORE/L[Y'$ S210.90 52210.90 5210.48 TC:210,42 BC:209.$7 �v R206,64 0 - PROPOSED FIRE LINE DOUBLE CHECK ASSEMBLY' golden,co 80401 A / BC:209.92 TC 210.17 rC20912 AUTO PART 0 • TC:440.65 BC209.67 RA3C:208.62 ° S(206.94) 4, - PROPOSED FIRE DEPARTMENT CONNECTION STORE s I ec21o4o ( 303.872.0487 (GENERAL le ,j •: ® S210.65 szm.65 TC ,'.04 {^ 7 1.5% _ PROPOSED SLOPE ARROW vegaarchitecture.com PARCEL'!.. _ • ac:zoa3 COMMERCIAL j 1 I I _ 7 * SXR rczo779 rf I ,4J�1 TC.209.39 S(206.96).29 M -PROPOSED CATCH BASIN ZONING) f y o, 'I BC:208.89 0 -PROPOSED STORM CLEANOUT 1' •., TC:209A1 p ® -PROPOSED STORM MANHOLE t .I.p..• C 1 BC.208.61. II I P 036 II S(207.01) 100 EXISTING MAJOR CONTOUR ,o, -EXISTING MINOR CONTOUR I I TC:209.11 5207.74 /' • 1 : ! BC:208.61 • TC:20899 ��>. 107 -PROPOSED MAJOR CONTOUR '`S210 65 PROPOSED SPECIALTY RETAIL m, -PROPOSED MINOR CONTOURCC • • BC:209.57 BC:208.49 FFE:2.10.90 8, rc:zo9.sz 4 BC20907 I ----- -PROPOSED SAWCUT LINE BC:209.12 __ J I • ( , 4IIIIIIIIIIIIIIIII\ �'-iC20920 - - -PROPOSED VALLEY LINE W '��-� S x S - PROPOSED SEDIMENT FENCE ' t,� ( I• �, . ' � 'BC:208.70 TC:208.24 'f 5(207.94) _ d `.,�9I (•j� BC20774 ' SW - PROPOSED STRAW WATTLES _ prB/' acs 0O r' COMMERCIAL USE '��- - BC 207.38 % (COMMERCIAL ZONING) - PROPOSED INLET PROTECTION 1 " SEE GRADING BLOWUP L. _ _I TC:208,39 Ir�� .. - ---.-BC207,89 v ITC:207.6, ✓ ON THIS SHEET 0 hi� a 80207.11 v } Bc2oe os 1 4 - TC208.55 .✓. S(208.37) ILI.- RfBC2¢7 �r _ TC:208 37 TC208 l 4' 51 01 1 BC: ,., BC:207.57 lCC I ':1 ,:' 5210.65 I 1-{ -_ --. . - - 97 //[5(208.00) 7 ' ° I` m1 2,0 -.-. -. Ili• �"�MI _ V �TC.208.15 .TC 207.66: ' - _� - B2207.85 �_BC207.16* ,_ / s D , t_ �� 7C:207.65 7C Zo713 :. CO `. / r� 1 ` -r BC 20713 V nl ,�/I /orb � � __---------- '- .c _ s_ .� � ti .►_. - �, / ./ _ - ... -SCALE. `i , � ' _. '- 20 10 01 ti 20 < {L Q ` O O --- � S210.65 ° LU v ''i.__-- - _-.__ _. _ ...,_._ 208.64 - -_E1___. ° o BC:2 9.92 11. 8 /1.0 LLQ� /BC209.92 S �' N V s -- SWPA IGHWAY 0210.9v t. •/ TC:210.71 S209.93 cn T r O 0 Bc:z\o • _ ,�.,, __ o v Z. 06.20.2017 -.. -. ,_J. 5210.8 S210.69209.94 • PERMIT CONSTRUCTION • 5 /BC21021 S L NOTE: v -s 1 - - �,,. _j/ __.____. __ `t SEE 1200-C PLANFORCOMOPLEIE DETAILS ON 21 / O / • e �• v ° o /', / EXISTING AND PROPOSED EROSION CONTROL. • / COMMERCIAL USE • >� d sss jff m (COMMERCIAL ZONING) COMMERCIAL USE . -- a (COMMERCIAL ZONING); ° y / rc:zzl '' l f 'I rn it I °i S210.85 - 52210.69 /�BC lo..2, s209.97 W COI ~ it ,,1} ...-. ..5210.90 5210.7p v ° :210.48 I- 2 TC:210.48 /ec:209.9e I- i� '-�.j S210.76 o Sz10.68 5208.56 L`/ S• 209.63 �� o .'Y O 5210,31 m ).eX Q I BC:210.10 ra � r S210.75 m - GRADING LAN v s210.6e-7 S210.65 szlo.7s szloso m - /5209.57 • 5209.50 ---- L TC 210.58 -° ° ..._721,,°)g J G:210.76 � 520670 _ ' MJZ o rFG:210.58 TC:210.68 TC210.85 v __-__-__ N S208.76I E v ° FG:209.94 FG:209.00 0 lai C- _---_ / v V°TC210.76. 5208.73N,5208.66 ° FG.208,s5 m - J 2 GRADING BLOWUP C3.0 11 • •• •• •• • °OavWQMTv1A • • • •S. 0 ThiaO.&o M6enf Ns document et is am ancld e9 eucX remaYU NOPWe4Y oltl»NCXXect • • • • • • • • • • • • • • Pvmie>tan brae of Ng 4o°unaMbimXee !i CA a t . . .. .. eaten 1'11, t 1 t ••• • • •S. • • • • agrre mend MM extended andatecture Xe f.< CI ; I • • • • • • • • • • WWW.DOWL.COM h OI M CHARLES F.TIGARD • • • • • • • •• ELEMENTARY y ; (PARKS AND RECREATONJ 720 SW Washington Street,#750 Portland,Oregon 97205 „c.o.() P OPEPR3POF F rIsm . t 971-280$41 �S10e1NEy�oy m . 1 • • • ••• e6543PEE ORE rh -- n.._--- .--�--- ._....r*..... a�,.-- m-.-,�-w -- _y.....__.-_ • • 1 • • • • • LEGEND E • • ••• • • • 1, GON O SDCB-01 ••• ••• •• • •- - EXISTING BOUNDARY LINE �f G I"0e qoo��• 1` ••• ••• •--•-•-.♦------ EXISTING EASEMENT LINE '/4'S.ROSS' _ �-y�--� _ _:: _ _ EXISTING CURB LINE pwlREs:12/31/18 II SDCB-02 0 •12"-P. N..�" ♦N\\\\,\\,,. - PROPOSED BUILDING FACE 1_, Ith 48.8.0E ,I •••• •••••• •• • - PROPOSED CURB LINE • • • •• •• - PROPOSED STRIPING 36.3.0E @0.74% ___.- m •1.00% 0 • • ••• ••• •• •• •[, - EXISTING CONCRETE SURFACE j 61.9.0E SDCO-1 11'00% I • •• • • X 800% 0 SDCO-2 0 44.8LF Ivega• 0 B.OLF I @ 1'00 0 , • ••• • • - PROPOSED CONCRETE SURFACE @400%© so i - PROPOSED DOUBLE CHECK ASSEMBLY AND VAULT architecture Ilc ' 0 35.8.0E 1 I� //++� N i.. @ 0.61% r' - PROPOSED DOMESTIC WATER METER 25107 genesee trail road .Ir fIOC:y' - I_,` - '�� • 0 3o.o.5F% golden,co 80401 6.1 LF© fi.3LF© I� @ 0.70 -J(i - PROPOSED 1500 GAL GREASE INTERCEPTOR ,11 [ @21.20% @27.97% SDCB-04 a� ` 12.7.0E 303.872.0487 ORE/LLY'SAUTO V • ! @1.00% PROPOSED SANITARY CLEANOUT 1 1E:207.40 1E:207.40 194 4�, VegaarChl[eClUre.COm PART STORE 'e „ -� 0A001114 @ 1.00%© - I ® SDAD-01 - PROPOSED FIRE HYDRANT (GENERAL 0 IE:207.40 COMMERCIAL ® 1 O SDCB-03 - PROPOSED REMOTE FIRE DEPARTMENT CONNECTION ZONING) I� SDCO-3 O N - PROPOSED STORM CATCH BASIN I0 81.4.5E - PROPOSED STORM CLEAN OUT PARCEL I @MD.6D% ° PL7.? I 0 ©g'9420%A 1 • - PROPOSED BACKWATER CHECK VALVE IE:207.40© O SDCO-5 0 116T.1-0F0% I 0 SDMH-02 O - PROPOSED STORM MANHOLECC _ PROPOSED SPECIALTY RETAIL JI `LJ PROPOSED SITE LIGHTING P FEE:210.90 0 o s�o% LU PROPOSED TRANSFORMER y PUBLIC 1-11r,A01 O 17.5.0E CI STORMWATER SDMH-WO#1 - PROPOSED STORM LINE J pgp 0 © Ig @0.50% ss - PROPOSED SANITARY SEWER LINE U iFACIUY \ /$ OI 12.0EQ ROPOSED WATER LINE Y m ` aft@ 0.00% @ 1.00%0� r E _ PROPOSED ELECTRIC SERVICECECOMMERCIAL USE `- - (COMMERCIALE @54.9LF "' 'M.\.\\\\\&\,.\\\kf , 11101..111 ZONING) . ro - PROPOSED RELOCATED FIBER OPTIC SERVICE -r----- - PROPOSED TELEPHONE SERVICE (0417.6%, 1.00% t} IE:207.40 SDCO-4 © .i 1 �_•�•�� I O -mss - IXISTING STORM DRAIN W i/ I I 00 it w.s i 1 -_-_ "W __..___ NR UNEm .1LF0 ��•� _ r @0.50% EXISTING WATER LI IXISTING SANITARY SEWE 11 @39.51% ' 00 111�1� I ��I' II CC SEE CITY OF TIGARD �_`. ��~� S.CB-0sCbWI u - IXISTING GAS LINE E 1 I ___ - IXISTING POWER LINE n ,o I \' L m �D% i lk PFI AND ODOT PLANS �I II . I 7 � ice �-_-= -®�.o�%- I I PROPOSED MONUMENT SIGN = NFOR MORE A�� ---- -- o" - - A SDMH-01` ' ^z.....,,,....... .-'7.7.. .. .••••••.,--. LT N INFORMATION ON *-V . • • �N� w- - - �� SCALE.f-�" C3 rn STREET STORMS -_w �-w -- � - -r - _- ALL PRIVATE CONNECTIONS _ A akE'-"•w` :- MADE AT A STRUCTURE TO BE'WYE T Q I- � �- 20 10 O 20 CONNECTIONS a IMPROVEMENTS cc _ __- , _ 0 O O -•K ``�/ ,,r __ SEE ODOT PLANS FOR - STORM UTILITY CONSTRUCTION NOTES O5. co 0 `-, CONTINUATIONr n/ -'- - Oi INSTALL 10"PVC D3034 SDR 35 STORM PIPE.SEE PLAN FOR LENGTH AND SLOPE. LL _ _ - p� - - N sa' O2 INSTALL 6"PVC D3034 SDR 35 STORM PIPE.SEE PLAN FOR LENGTH AND SLOPE. ^ 0 r, 4 O STUB STORM LINE 5.0'FROM BUILDING FACE FOR ROOF DRAIN CONNECTION. v/ T CO H $ .PAC/F/C HIGHWAY SEE PLAN FOR LENGTH AND SLOPE. st O4 INSTALL 40 CHAMBER STORMTECH SC-310 DETENTION SYSTEM.ONE ROW SHALL BE AN ISOLATOR ROW.SEE DETAIL ON SHEET C6.4.CONTRACTOR ,_ __ -------- s`� TO OVEREXCAVATE AN ADDITIONAL 6'FOR STABILIZATION. TOP OF C 202.82' 06.20.217 ER '.sr` -- BOTTOM OFFCCBHAMBER:201.49' PERMIT*CONSTRUCTION ^""""- °}"> �' BOTTOM OF DETENTION ROCK SECTION:200.99 ---'- --- ----L _ i BOTTOM OF OVER EXCAVATED ROCK SECTION:200.49' _ - St i I wa',.'. =---•- -' LL- OS INSTALL 4 CARTRIDGE LOW DROP CONTECH STORMFILTER 72"MANHOLE. t. -. xs'• 05 I - COMMERCIAL USE SEE DATA TABLE THIS SHEET FOR IE'S.SEE DETAIL ON SHEET C6.3. �...".n_.= , A / -•-••----..--" --" (COMMERCIAL ZONING) PRIVATE ON-SITE STORM STRUCTURE DATA 6O INSTALL STANDARD STORM DRAIN CLEANOUT.REFER TO STORM DATA :r:� COMMERCIAL USE I,- nt A �- •; .w: �' I. T•A TABLE ON THIS SHEET FOR RIM AND INVERT ELEVATION INFORMATION.SEE (COMMERCIAL ZONING) y T CATCH BASIN DATA MANHOLE DATA CLEANOUT DATA DETAIL ON SHEET C8.3. m t'�" ==Y 77 INSTALL 48"STORM DRAIN MANHOLE WITH FLOW CONTROL ORIFICE RISER SDAD-01 SDM11-01 5000-1 REFER TO STORM DATA TABLE ON THIS SHEET FOR RIM AND INVERT RIM:206.68 RIM 209.91 RIM=210.69' ELEVATION INFORMATION.SEE SHEET C6.3 FOR DETIALS. m U1.4 4 IE OUT(6'SW)=2924 IE IN(1YNE)=201.49 IE(81.206.54' O INSTALL STANDARD LYNCH STYLE TRAPPED CATCH BASIN.REFER TO STORM IE IN(6'E).29.9 I SDCB-0207 IE IE IOU1(125).6N29.9 S000R111-2.55' DATA DAT SHEET C6.3 ON THIS SHEET FOR RIM AND INVERT ELEVATION INFORMATION. WIE OUT(6'SE)=29.47 IE(8')=205.64' I- SDMH-02 O9 INSTALL 8'PVC C900 STORM PIPE.SEE PLAN FOR LENGTH AND SLOPE. 5) SDC6-03 RIM:207.9 55003 RIM 20729 IE IN(10"NW)=201,66 RIM=29.16' 10 INSTALL FOOTING DRAIN.SEE SHEET C6.4 FOR DETAILS. IE CUT(8'SW)=29.15 IE IN(6'NE)=204.9 IE(101.IE 11 CONNECT FOOTING DRAIN TO STORM LINE AND INSTALL BACKWATER CHECK SDCB-04 SUMP(101SE)=201.46=201.52 SDCOd VALVE.SEE SHEET 08.3 FOR DETAILS. CC 0 RIM:208.63 SINN-WO/II RIM=21044' 12 INSTALL 12"NYLOPLAST DRAIN BASIN WITH LIGHT DUTY DOME GRATE.SEE IE OUT(8'NE)=29.34 RIM:207.66 IE(r).206.12 DATA TABLE ON THIS SHEET FOR MORE INFORMATION. N0 IE T SOCB-05 IE OUT(10'SW).2202.59 13 INSTALL 60"FLAT TOP SUMPED MANHOLE WITH SNOUT PER CWS STANDARDS. STORM d RIM:207.03 SEE DETAIL SHEET C6.3 AND DATA TABLE ON THIS SHEET AND DETAIL SHEET XXX a DRAINAGE IE OUT(8 m 'NW).204.86 FOR MORE INFORMATION. 0) 14 INSTALL 8'PVC D3034 SDR 35 STORM PIPE.SEE PLAN FOR LENGTH AND x SLOPE. PLAN E 15 INSTALL 6'HDPE N-12 STORM PIPE.SEE PLAN FOR LENGTH AND SLOPE. 0 MJZ S 18 INSTALL 12"HDPE N-12 STORM PIPE.SEE PLAN FOR LENGTH AND SLOPE. 17 s INSTALL 6"PVC C900 STORM PIPE.SEE PLAN FOR LENGTH AND SLOPE. Cli t Z 18 INSTALL 6'PLUMBING CODE APPROVED SCHEDULE 40 STORM PIPE.SEE PLAN Cl) FOR LENGTH AND SLOPE. 2 d °° C4.0 1 • IS S.• i• • f • • •• i • • ]n4ewaasal.aa la,wma,rt arawk..aaa o waam ran beext. a • I: Pam,aawn for usa an64oaanant aerated I k /� :•'!- �+tXISTING BI1ND�tRV LINE Pwar,r Na AN,W0. / \ • and can ca a.+«,aa6 aaN 5v•+Inea • '( ( •XISTING •E1�EM`NT LINE I - "+ • •__�_.__.____�...__.,_-- •• sgreenia6 Mlhv uN,taduelk III -___...____._....--.__.0, i •XISTING CURELINE L•...a•.aa]•t•.•tw.r•t,,I sp I - - PROPOSED BUILDING FACE a III ,� „ ` - PROPOSED CURB LINE 720 SW Washington Street,#750 �' - PROPOSED STRIPING •a• Portland,Oregon 97205 • • FQED PHOfF gill///:./l� \:,cl s' , I.�s+-T., • • • �y ••- EXILING CQNCf SURFA�E• 97'I-280$641_ ¢SS 0NGINEE9�/�9 65 ORE BO..00%© SSCO#1 © 8 1.00%© SSCO#2 © _ y v. • • •• f • • • r 11r 1.00% 1.00% • • •- PRONOSED CONCFWTE SLWFACE I 2.ao • ••❑ ••• ••• ••• • GAN f ( m • I ss ss _ - PROPOSED DOUBLE CHECK ASSEMBLY AND VAULT TF kY as as �� / 0__ .... .. __ _ ..:.._.:.. �/ S.HU SE PROPOSED DOMESTIC WATER ;IA - .__ _.. 8 .,." ,_,y « ''c')'''�,� ••• •O • - PgOPOSiD•SANIT, 2�CLEANOUT ER MIRES.12/31/1. • i T I sIa!_ _ —•— _ —{ I v * l '4 • • • • - IOID F.E FADR/•JT II FS 1 204.35 CO �l17 �'Lb •- •Y ••• - IPO�OREMOE FINE DEPARTMENT CONNECTION .I O 0 ' • •• •2 ••• -•PRCWOS`D SipRNVWTCH BASIN I vega M /' I I °m :„......,,,..........,...1E, SEE UTILITY BLOWUP ON THIS SHEET d GS? o - PROPOSED STORM CLEAN OUT OREILLYSAUTO �� o C�� - PROPOSED STORM MANHOLE PART STORE i I�- GENER4L I O Ey - PROPOSED SITE LIGHTING architecture I lc COMMERCIAL ',/ I PARCEL I w I - PROPOSED TRANSFORMER 25107 genesee trail road il� e - PROPOSED STORM LINE golden,Co 80401 ZONING) I as a9L X100 I 23 - PROPOSED SANITARY SEWER LINE f... I 303.872.0487 m " ' 1 so - EXISTING STORM DRAIN LINE ; _:_ — . — Q !� — J PROPOSED SPECIALTY RETAIL I I V77777777.7 B - PROPOSED STORM DRAIN LINE vegaarchltecture.com 7 'I — o FFE:210.90 © '// —G - PROPOSED NATURAL GAS SERVICE II yl r�/�J I �' i � �19� © ✓, E - PROPOSED ELECTRIC SERVICE (l i - PROPOSED TELEPHONE SERVICE T, ! sly Si - EXISTING STORM DRAIN • 1 �I, m I COMMERCIAL OI I USE u ss - EXISTING SANITARY SEWER LINE I/�/1 k.(COMMERCIAL w - EXISTING WATER LINE i1 j ,1 ZONING) ----� ---- EXISTING GAS LINECC �1 1 1 43 1 1 , - EXISTING POWER LINE EXISTING 6'WATER MAIN I ( /,,, I r \ I _ / W I m )' l I 1 P �� Iii o J b� SANITARY SEWER STRUCTURE DATA 11 lr i \I ,/„„,, TA ® \ �J © \ ] T. �� T - '•� sscSTA+6CLEANOUT AToe E%MHN'2 STA A MANHOLE�+A99.50(SS LINEA) I( �,E - --- . RIM=209.89' RIM'206.38 1 \ • --� - IE(61=203.55' IE IN(8 -199.92 I� / _ J. �®A. 1 _ n w— � IE IN 8'SW).19725(EXIST.) 7\ ( I ,,,..!:,SW ...._..-w ._ w—_"...._-.— SSCO%2 IE OUT(8'NE)=197.23(IXIST.) C ',r _ w.. w - RIM 208.58' If W s.-.�-".31I------4' �' �. a`�1'" a-- 5.00%ci• , ._. .... IE(61=20270' .. . -- EXMH#2 - E( 201.85' _-----c -yr..-mss^".'tr = — - .,3� )' "' O RIM=207.71' SANITARY UTILITY CONSTRUCTION NOTES I t �s> f+ EXISTING 1Y WATERMNN Ot CONTRACTOR TO FIELD VERIFY EXISTING 8'STUB PRIOR TO CONSTRUCTION. 0 N ING FIRE HYDRANT „_ _ ---- -- — -"' REMOVE EXISTING 8"SANITARY SEWER STUB.CONNECT PROPOSED 6' "- -•••••,... SANITARY SEWER LINE AT PROPOSED IE TO HOLE REFER TO SANITARY ( -' � —" � -- - - 03034 PVC SANITARY SEWER LINE.REFER TO PLAN FOR LENGTH SEWER STRUCTURE DATA ON THIS SHEET. sv _.= O2 INSTALL 6' < U f 1 AND SLOPE. V �-- yr �" J - $W.PACIFIC HIGHWAY' ' O3 INSTALL SANITARY SEWER CLEANOUT.REFER TO SANITARY SEWER u_ ^ Ce STRUCTURE DATA ON THIS SHEET FOR RIM AND INVERT ELEVATION LI) ` ly _ _^-.__— - -�-�� r' INFORMATION.SEE DETAIL ON SHEET C6.3. V 0 SCALE 1,20' ` r -"::. �_-- �sr O4 STUB 6'SANITARY SEWER LATERAL 5.0'FROM THE FACE OF BUILDING. �` t1 - - 20 >0 0 20 REFER TO PLAN FOR PROPOSED INVERT ELEVATION. W O 0 ~ Ce WATER UTILITY CONSTRUCTION NOTES L.LO N PRIVATE-SUBJECT PROPERTY PUBLIC-SW PACIFIC HAY Row ___.- tO APPROVED CONTRACTOR TO INSTALL 6-X6'WET TAP OF EXISTING WATER LINE •— ',/ I ..1 _ FXMI48'el ' ,210 UNDER DIRECTION OF TIGARD WATER DISTRICT REPRESENTATIVE. Cf) r M I— 210 Wu T V p. STA 4+44.85 /, v I EXISTING GRADE RIM=299.36 2 0L52 DUCTILE IRON 6”FIRE WATER LINE TO BE INSTALLED UNDER PFI PLANS �+ IEIN(6'NW)=199.92 1 m '" v - --- - 1 O INSTALL 6"DCDA IN 687-WA UTILITY VAULT WITH FDC.SEE SHEET C6.2 FOR DETAILS. v /' I > FULLY RESTRAIN ALL JOINTS.CONTRACTOR TO SUPPLY POWER AND COMMUNICATIONS 06.20.2017 ��^^^ ,y FlNSHEO GRADE CONDUIT TO VAULT FOR SUMP PUMP AND TAMPER SWITCH.DAYLIGHT SUMP PUMP LINE /i �' I `� ,� \ TO WEEP HOLE IN CURB. PERMIT CONSTRUCTION / -- /- 1 o .......: ......w. /f - --- 4 INSTALL FREESTANDING FDC WITH 3.5 LF OF 6"CL52 DIP FIRE WATER LINE.REFER TO FDC ///''' , a I > -- _ _. __. _.__... _. _. DETAIL ON SHEET C5.2. ./' II I m m Y - v I O STUB WATER LINE 5'FROM BUILDING FACE.SEE MEP PLANS FOR CONTINUATION. G '// i I O O 3rff ,�II�� Q. i I O CONNECT TO EXISTING 6"WATER LINE WITH 2"SADDLE AND CORP STOP.SEE DETAIL ON / r i 9/FO y 1 I -•-Z II I 205 I i 205 SHEET C6.2. (- 6 LL___� I I O INSTALL 1-12'TYPE K COPPER DOMESTIC WATER LINE. /` I 28 LF e O ' - - I I 0 IIIe INSTALL 1-12"WATER METER.SEE DETAIL ON SHEET C6.2. U /1 t I, V 1 DALE-8'PVC®0.0108 O QI / M NE •M I O INSTALL 1-12"DOMESTIC DOUBLE CHECK ASSEMBLY.SEE DETAIL ON SHEET C6.2. %, a m / b ! M II M 51 S J —*r"-eq'C®G.G1oG ,0 INSTALL IRRIGATION DCVA SEE IRRIGATION PLANS FOR MORE INFORMATION. Q I •.• I a 71 11 LF 263 LF-6•PVC�0.81W �/4 I 11 INSTALL PVC C900 6'FIRE WATER LINE. I- /JJ I= 29LFO, ® �I O Ce /' I 1 I 4 - 28.9 LF-8'PVC C}G.G500 1 12 '/% FIRE HYDRANT ASSEMBLY AND 8"DUCTILE IRON PIPE.TO BE INSTALLED UNDER PFI `I PLANS. ;, I 3 4 2 "0°) FRANCHISE UTILITY CONSTRUCTION NOTES a UTILITY �[ S A 3+59.67 SANITARY (A �t I RIM=20].]1 /� N [ -IEw(8'Nw)=201.65 I / \ CONTRACTOR TO COORDINATE WITH GAS COMPANY TO PROVIDE AND INSTALL PLAN IE OUT(85E)=201.68 1 m ', I I 1 GAS PIPE AND METER. m '. I - v m I / \ CONTRACTOR TO COORDINATE INSTALLATION OF(3)-4"CONDUITS FOR 0 ��+ I I I TELEPHONE CONNECTION WITH TELECOM PROVIDER. MJZ n N A I, v 1 m E I /8\ APPROXIMATE ELECTRIC SERVICE LOCATION.CONTRACTOR TO COORDINATE I Ta /,.. la I ^ WITH PGE FOR INSTALLATION OF CABLE AND TRANSFORMER. n N i 195 I I I 1 195 , \ CONTRACTOR TO COORDINATE ELECTRICAL CONNECTION WITH PGE. '9 ED ED / —t 1 — 1 I — — _ —�_ 3+25 3+50 3+75 4+00 4+25 L)4+50 co L —/— A CONNECT TO EXISTING GAS LINE.CONTRACTOR TO COORDINATE WITH GAS d Ea UTILITY BLOWUP DETAIL SANITARY PROFILE(SS LINE A) COMPANY. C5 Q - ,=16 HORIZ.SCALE 1"=20' m VERT.SCALE 1"=Y w • •• •• •• • • • • •• • • • • • • • • • • • • • • coPraiclrrm+i • • •• •• • • IT*eocen"et ':lreWnsMor novice,and • f • • a mwtl,.remelns thepropertydonor *a Architect ••• • • •• • • • • Ppmisbn br remains ernloeey of*a Y@rvtetl • • • • • • • • • • .ee�e"..moam eery cy»mme • SEE PLAN FOR lar TACTILEDETAIL THIS www.DOWL.COM -- ---- BEE DETAIL THIS SHEET 3/8' 1' ALUMINUM SIGN ADA SLOPES 3/8' PLATE WHITE - 1 WHITE-ILLUMINATING 720 SW Washington Street,#750 BACKGROUND.1' C.-. 9 TAPE BLOCK) HIGH BLUE • • Portland,Oregon 97205 ,L0 PROFF ........&.:.;, LEI 1ERSAND • ••• 971-280-8641 ., ' GINE-4 SS09 BORDER BAKED ••• ••• /n/ •• atUE-ILLUMNATING 4S' ,•61 H y 13. ENAMEL • • • '•,PE(BAOITGROUND) m BS4 3PE S 011E r BOO p00 pOp 0 ��,®; • 1• ••• ••• /i1"E (B•RDER)ATING O ''''''',,S,`. o O O O O O • GON :OMR0°.00000.0r ,0°00°00°.0°00°0• 00000•0000 PLACE VAN ACCESSIBLE �� 1, 1'_6^ PARKING WITH DMV �f'iN S.si10% `, 1111111%r e O O O O O SIGN 1'BELOW STANDARD MI DISABLED PERMIT ONLY eweEs:1v31ne • _O O•••• SIGN WHERE SHOWN ON 6' ••• ♦DISABLED PERMIT TO•• •T ILLUMINATING THE PLANS. 1•1i 7� - m _m • :TOV:NGUNL�R•�'.�trck ERS) FLARE SLOPES 10% _/ + OSS TO 4D4ANE TrYN� ••• ••" • EP T0447I1.61 ER Ivega 5.0'NORM DETECTABLE WARNING •• •••06647 1 ND '• • • •'• 4.0'MIN. SEE DETAIL THIS SHEET 8 2'GALVANIZED STEEL POST ACCESSIBLE SIDEWALK RAMP TYPE A ROUND OR SQUARE,SET Iz„--1-12'RADIUS IN CONCRETE 6'8'MOUNT HEIGHT MIN. BLUE-ILLUMINATING architecture Ilc fi'0 STEEL PIPE-FILL W/NON-SH- K \ TAPE(BACKGROUND) NOTES: GROUT,ROUND 25107 geneses trail road �. TOP-PAINT EPS-7,C-9(RED) VAN WHITE-ILLUMINATING golden,CO 80401 1. SEE DETECTABLE WARNING DETAIL ON THIS SHEET. 6" rTAPE(BORDER) 2. TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK LINES. DOME TOP OF CONC.FTG. II ACCESSI BLF� 303.872.0487 3. TACTILE WARNING STRIP TO BE A MINIMUM OF 2'IN DEPTH AND SPANS THE FULL WIDTH OF THE RAMP. MAX.' i _ i77�WHITE-ILLUMINATING g 4. RAMP TO BE CENTERED IN CROSSWALK. 2-B r `- TAPE(LETTERS) vegaarchitecture.com 5. RAMP TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED BY EXPANSION JOINT MATERIAL. OVELANT&BTCKER ROD OVER 1"JOINT FILLER 11 ACCESSIBLE SIDEWALK RAMP DETAIL .m ws6+".:4 1.ADA SIGN TO BE OR20-6B NOT TO SCALE r 1I7 3'-6 CONCRETE BASE 2. VAN-ACCESSIBLE SIGN TO BE R7-8B 3,000 PSI MIN. (28 DAY) 4....1.4r,=1 CONCRETE BASE 6' I TYPICAL A.D.A.PARKING SIGNAGE DETAILCE 18' NOT TO SCALE LLI TYPICAL A.D.A.PARKING SIGN DETAIL NOT TO SCALE - a VARIES CURB JOINT 7 O 3/4'0 I TYPICAL A.D.A.PARKING (SEE NOTE 4) ROCK 1_ -0- -2%SLOPE SIGN. SEE DETAIL ON THIS PAVEMENT'de?' SHEET. ! \ \ary` " ! i I j I� SEE NOTES 20' CC COMPACTED SUBGRADE NOTES: PER 1.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH PLAN4^MADE WHITE STRIPES OF 4000 P.S.I.AT 28 DAYS,SLUMP RANGE OF 1-12'TO 3'. 2.PANELS TO BE 5 FEET LONG. 2'O.C.AT 36 DEGREES U N 3.EXPANSION JOINTS TO BE PLACED AT ELSIDES OF DRIVEWAY _ �l / N IL APPROACHES,UTILITY VAULTS,WHEELCHAIR RAMPS,AND AT NOTES: J �I SPACING NOT TO EXCEED 45 FEET. v-2'-0' �- C(STROKE WIDTH) 4.FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE 1. PLACE ARROWS TRA F //J U SAME TIME AS THE CURB,THE JOINT BETWEEN THEM SHALL CENTER OF TRAFFIC 12 7-2' i TYPICAL A.D.A.PARKING / 9. ce BE A TROWELED JOINT WITH A MIN.1/2 INCH RADIUS. LANES.SEE SITE SYMBOL. SEE DETAIL ON-/ / O a O PLAN. THIS SHEET. U 5I SIDEWALK ENDE SHALL HAVE A MIN.THICKNESS DRIVEWAY. OO 8IERHES IF IT 2, PAINT ARROWS AND 9' PER PLAN > ISINTENDEDASA PORTION OF HDRIVEWAY.OTHERWISE A SIDEWALK SHALL HAVE A MIN.THICKNESS OF 4 INCHES. STOP SIGN WITH (8'MIN STANDARD, '^ C WHITE BEADED 9' e'MIN FOR WHEELCHAIR W N. . , 0 4 6.DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF REFLECTIVE PAINT. OR VAN ACCESSIBLE) T LL SIDEWALK WITH 3'DIA PLASTIC PIPE AT 2%SLOPE. CONTRAC71r•TJ8➢I6GFFEBE PLACED OVER PIPE. 3. PAINT TWO(2)COATS } 12' Q CV Q MINIMUM. NOTE: CONSTRUCT/INSTALL.FACWTIES IN •- 7.FINISH WITH BROOM AND EDGE ALL JOINTS. ACCORDANCE WITH ANSI 117.1-03 SECTION 502 Cs, H OD r r STANDARD SIDEWALK DETAIL TYPICAL DIRECTIONAL TRAFFIC ARROW DETAIL TYPICAL A.D.A.PARKING STALL NOT TO SCALE NOT TO SCALE NOTES B 06.20.20 17 1. PERMIT+CONSTRUCTION PAVEMENT MARKING STENCIL:WHITE,RETRO-REFLECTIVE 2. THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNATE AN ".-4171 ACCESSIBLE PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMITS. ROUND CONCRETE TOP TO 6'DIA SCH.40 STEEL PIPE, SHED WATER FILLED WITH CONCRETE. PRIME AND FINISH WITH DIMENSIONS(INCHES) YELLOW PAINT I LEGEND v A B CDE F G MINIMUM 28 24 3 � O ROUND TOP OF FOOTINGii P (c•,) STATE HIGHWAY 41 36 4 TO SHED WATER 4.tl `?�, 1 Q FINISH SURFACE wI TYPICAL A.D.A-PARKING SYMBOL I- NOT TO SCALE AGGREGATE BASE 4/30.08' 7.a 2• NOTES -- 60 1- 1.CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. O Q O 2.EXPANSION JOINTS. 4000PSI CONCRETE ' o A.TO BE PROVIDED: WHEEL STOP N 1)AT EACH POINT OF TANGENCY OF THE CURB. L3.20 a 2)AT EACH COLD JOINT. a 2 3)AT EACH SIDE OF INLET STRUCTURES. 2' '' 4)AT EACH END OF DRIVEWAYS. OTS' CURB- '- �{ H I DETAILS <n 4)AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. • B.MATERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED,NON PI_I1C � 3"1111- (I I l 5.5 y m EXTRUDING,WITH ATHICKNESS OF 1/2 INCH. I 2/ T 8 3.CONTRACTION JOINTS. NOTES: MJZ N A.SPACING TO BE NOT MORE THAN 15 FEET. 1. WHEEL STOP SHALL BE MADE OF 3500PSI MINIMUM CONCRETE. /-/ E B.THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 1.5'DIAMETER 8.25' I a CONCRETE FOOTING 2.DOWEL INTO PAVEMENT WITH 24'#4 REBAR. c 4.BASE ROCK TO BE 3/4'-0'COMPACTED TO 95%OF AASHTO T-99 3.PLACE WHEEL STOP CONSISTENTLY ON CENTER OF STALL A-A i0 2 AND SHALL BE TO SUBGRADE,STREET STRUCTURE,OR 2'IN SECTION CONCRETE WHEEL STOP N DEPTH MIN.,WHICHEVER IS GREATER STANDARD PROTECTIVE BOLLARD DETAIL 1n NOT TO SCALE NOT TO SCALE II C6.0 • •• •• •• • • • • •• • • • • • • • • • • • • • • COPVRIGHT2017 • • •• ••• •• • •• • •• • We dewnem is an instrument eleeree,e"d •.• •• •• •. • W L ea sum.can be McPed"nlybyeger • • • • • • Pe:mleabnMweam:daameabUrale • • • • • • • • • ens can be extended onlygwwn { • • • •• agreements.vege architecture lk L A Aggi IUrrI11re[ela STOP • • • • • ••• 720 SW Washington Street,#750 Portland,Oregon 97205 971-280-8641 SEOFs • • • • •• •• •• • S EAOINfrq�O y• • • • • : • • • 'r654 PE r • • ••• • • • • • • •• • • • • •• ••• ••• ••• • GON DOUBLE CONCRETE DALTIC DEPTH �f°4 s.F10%2-",,,‘,. ASPHALTIC CONCREip,- •• •• riXISTING EXPIRES:12/31/18 6'7'-0•TO BOTTOM OF SIGN 3. • • CONCRETE SURFACE(VERIFY W/LOCAL AUTHORITIES) • • • .• } 112 RADIUS TOOLED JOINT /+ /1 1 ••{ ••• •.. . :9i\iega I J I l ///1,• is 1'R , //4 4� /�1 1 1 r 1 1j1 1 1 1-# VARIES 0-24' 2"STEEL,ROUND OR AGGREGATE BASE ROCK \`�`*//4 �=�1 1 1�� :��* AGGREGATE BASE ROCK SQUARE SET IN /// / //////, LANDSCAPE AREA r S=am �IVIZ- CONCRETE �`��/��I/��/�" architecture Ilc i;Or EXISTING ROW COMPACTED SUBGRADE 25107 genesee trail road ,:". golden,co 80401 12'MIN.BELOW ... —- 4,-- 2'MIN.COMPACTED THICKENED ASPHALT EDGE DETAIL LANDSCAPE AREA , AGGREGATE BASE ROCK NOT TO SCALE 303.872.0487 ..-.•._.. `_`_``_`.``, vegaarchltecture.com 8" 8' NOTES- 3,000 PSI MIN. (28 DAY) 3'43" 1.CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. CONCRETE BASE 2.EXPANSION JOINTS. A.TO BE PROVIDED: 1)AT EACH POINT OF TANGENCY OF THE CURB. 6" CC 2)AT EACH COLD JOINT. I I 3)AT EACH SIDE OF INLET STRUCTURES. 10' 4)AT EACH END OF DRIVEWAYS. ' 1 I INSTALL WIRE MESH LLJ 4)AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. ASPHALTIC CONCRETE B.MATERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED,NON 1. THE POST SHALL BE 2'ROUND OR 2"X2"OD SQUARE 3 2-12• CONCRETE EXTRUDING,WITH A THICKNESS OF 1/2 INCH. POST, 0.105"WALL THICKNESS. ROLLED CARBON SHEET STEEL, ASTM A570 GRADE 50. MIN11 3.CONTRACTION JOINTS. A.SPACING TO BE NOT MORE THAN 15 FEET. y I 1 I I 2. FINISH SHALL BE HOT DIPPED GALVANIZED AASHTO B.THE DEPTH OF THE JOINT SHALL BEAT LEAST I-12 INCHES. M-120 WITH CONVERSION COATING AND CLEAR ••• ••!� / 4.BASE ROCK TO BE 3/4"0'COMPACTED TO 95%OF AASHTO 1-99 ORGANIC TOPCOAT. E AND SHALL BE TO SUBGRADE,STREET STRUCTURE,OR 2"IN 3. THE ANCHOR SHALL BE SET SO THAT THE EDGE OF 4:' AGGREGATE BASE ROCK DEPTH MIN.,WHICHEVER IS GREATER. SIGN IS A MINIMUM OF 24"FROM THE BACK OF CURB. COMPACTED SUBGRADE v TURNDOWN CURB SIGN POST/ANCHORE INSTALLATION DETAIL NOT TO SCALE NOT TO SCALE IMPACT SLAB DETAIL NOTES: NOT TO SCALE 1.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH T OF 4000 P.S.I.AT 28 DAYS i _UN J N LL ti 0 Q O) 10' 10- Q UO > Q 5/8• J - w 6 0 N Q POST PER MANUFACTURERS REQUIREMENTS. 24' O . 1"RADIUS AIH--ems/1/8'SLOPE TO FRONT Cl) T _ e- I- 8"CURB EXPOSURE I /�1/2"RADIUS 6.- 1 -+I 1.00'I- LENGTH VARIES 1.00'I� S _ + ►-U� I II 0'CURB EXPOSURE 10 1 — - 3•I.D.PVC DRAINAGE BLOCKOUT 1-1/4'S AN'DARD WEIGHT STEE-PIPE(SCD.40), �\ \ / WITH COUPLING l F/47/14 f•/ PE MIT 7 1.33' %`J�/�, . ASTM A501,F-36k8I,FINISH WI-1-1 BLACK POWDER COAT. \ / B' ,J, � I CONSTRUCTIONPERMIT+ PAVEMENT f{.•lam AO.. IIVZ 7•f 34'MIN-38'MAX r 4' AC PAVEMENT .74 1.f:� �6 •4 i f!sf f..v.° _ �f N.f•4fo I + I '44',• { •• 24" •f'9fj''f BASE COURSE f••��f{•fl�fi�f�%�irf•�f 0.50' BASE COURSE •'f f 0'i',1':f';��..E � •f•., I . !W�!- �EMBEDMENT. •'•. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE#R1-1 ,W f/'f,•e�.It2��' j L 83/4" B 3/4' • - - • - - ' ' • •'HANDRAIL TO BE INSTALLED DURING FLUSHCURB WITH 0'EXPOSURE o POURING OF CONCRETE. LEGEND: WHITE(REFLECTIVE) NOTE: ` BACKGROUND: RED(REFLECTIVE) 1. FOR DESIGN SPEEDS GREATER THAN 40 MPH THE EMERGENCY MOUNTABLE HANDRAIL DETAIL CURB CS-300 SHALL BE USED. C) SCALE:NOT TO SCALE TYPICAL STOP SIGN DETAIL - UNOT TO SCALE 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3,000 PSI AFTER 28 DAYS. Q I 3. EXPANSION JOINTS. 0_ A.TO BE PROVIDED: W 1 AT EACH POINT OF TANGENCY OF THE CURB. CO 2)AT EACH COLD JOINT. Q 3)AT EACH SIDE OF INLET STRUCTURES. 4)AT EACH END OF DRIVEWAYS. 5)AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 0)B .MATERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED,NON EXTRUDING, tr Npp WITH A THICKNESS OF 1/2 INCH. O 440% FlIg 4. CONTRACTION JOINTS. / g A.SPACINGDEP TO NOT MORE THAN 15 FEET. N WHITE PAINTED LETTERING '/e\ B.THE OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 05 TWO(2)COATS 5. BASE ROCK TO BE 2"-0"OR 3/4'-0"COMPACTED TO 95%OF AASHTO ? 1-0' 7S'O T99AND SHALL BETOSUBGRADE,STREET STRUCTURE,OR4•INDEPTH, m DETAILS 'CPAph-_ WHICHEVER IS GREATER y 8.'a -`RKi\F 4 fi. DRAINAGE BLOCKOUT-3'DIAMETER PLASTIC PIPE L m 1. PAINT CURBING BRIGHT RED �CA.I.D.PLASTIC PIPE WITH COUPLING ' o' AND STENCIL WITH 1'WIDE BY PFRO4/7. , B.DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB MJZ 6" HIGH LEI ItRS'NO PARKING 'I/N F SAW CUT VERTICALLY 18"EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH `E TYPICAL STOP BAR DETAIL14DCGFOa TO FULL DEPTH OF CURB. I E FIREHLANE' IN WHITE WHERE OR� a NOT TO SCALE SHOWN ON PLAN. 2 NO PARKING FIRE LANE PAINTED CURB DETAIL STANDARD AND FLUSH CURB DETAIL LD NOT TO SCALE NOT TO SCALE CO 2 H _ FO C6.1 • •• •• •• • • • • •• COPYRIGHT 2017 • • • • • • • • • • • • • • The document.s an instrument of sew.,and . • • •. •. • . • •• • • D 0 W L Poem .maim Wepeeaocment•eroded Pmnissidn for Opt. ,of Me alimibd ••• • • •• • • • • d am in Wended only gvnuen • • • • • • • • • • agreement,.vega aMimmae lk • • • • • • • •• L',•",s',__T','____,I 720 SW Washington Street,#750 Portland,Oregon 97205 ,PEOPROFEy • • •• • •••••• 971-280-8641 651 VICINE, s/O2/ E 9 • • •• •• •: •• • • '-- - 2 654 PE l • • .. . • • • • • ••• • • • • • • • • \\ /7-',- CION OUTSIDE OF WITHIN 12 (-• BEHIND SIDEWALK • •• ••• ••• • : . ' 1,"'r 09,1ea,,, PAVEMENT PAVEMENT WHENOR EHIND CURB NO SIDEWALK rf'. iiemi: F`7ry S.RUSS�� MIMES:12/31/18 2"OR 1 1/2" 17")(30"X12"ROTOCAST METSI,B.ax ••• • •METER •� •• J /W 17"X30 ROTOCAST U �a1O W CHREAD HOLF• • • • • • • 18"CAST IRON 910 BOX • • • • • • VATS,METER 24" •• • ••• ••• • • • 4"THICK CONCRETE L-/ T PAD(SEE NOTE 4) I. • IrSIVE4Vti-75Vti-.4‘1,!?!9I.,. • ••• i • a•• PLANHAND TAMP METER BOX 'Vega AROUND TOP SEC IION 8"MIN. lli 1• 12"MAX �- DOUBLE CHECK 30101144141E1 1"UNION EACH SIDE 2 FLG X COMPRESSION ANGLE VALVE ASSIlABLY architecture Tic ri STOP(FITS 1 1/2 APPLICATIONS) I e I II I l 25107 geneses trail road 6"ASTM 3034 PVC MJ X TAPPED �= v ,v.,/T♦O\\�f ,�-'AN4'.ij ,I golden,co 80401 2"TEE OJ'\_ 1 lj/�� ?JJ\j ea OPERATING.NUT EXTENSION COPPER PIPE vti \\\!.\ �'\ 2I 303.872.0487 •,, vegaarchitecture.com I (SEE DETAIL NO.505) •, d r I 1' ] l� ,_� WATER METER I G 12" la L. Til�(�.\ s COPPER BENDS MAIN LINE ,,til[e'• •,:o. AS NEEDED CRUSHED ROCK BASE L'ili2"MIPT X COMPRESSION CORP �i I��! ELEVATION 11 11 CC -'`�`I`✓`�`I��'• DEVICE SIZEBOX BOX TYPE ATIONS NOTES: `��`,\*-�!" 1)VALVE BOX NOT TO REST 3/4"-1" BROOKS#1419 SERIES OR EQUAL ON OPERATING ASSEMBLY. N07E6 1 1/2"-2" CARSON 17300 P15L OR EQUAL •••••••1.CONTRACTOR TO INSTALL NJ X TAPPED 2"TEES AT 90'ANGLES TO 2)OPERATOR EXTENSION METER LOCATIONS. HORIZONTAL&LEVEL: REQUIRED WHEN VALVE NUT O 2.BANKED 2"METERS SHALL HAVE 24"MINIMUM DISTANCE BETWEEN INSTALLATION SHOWN IS ONLY A SUGGESTION. IS DEEPER THAN 3 FEET 24" SERVICE TAP INSTALLATIONS FROM FINISHED GRADE. 3.IF 2"METER IS LOCATED IN SIDEWALK AREA THE Mn(Eli BOX NEEDS TO 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 3)CENTER VALVE BOX ON I BE 28"X27")(12"ROTOCAST.IF TWO ARE BANKED THEN THE ANGLE STOPS AXIS OF OPER.NUT. 1 NEED.TO BE AT A MINIMUM OF 30"APART. 2. BRASS,STAINLESS.OR P COCKS IF BELOW GROUND INSTALLALASTIC PLUGS TO BE INSTALLED IN TEST TION. 4)PROVIDE24"SQUAREROBY 4"THICK CONCRETE PAD AROUND VALVE 24"--{ 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE,FREEZE PROTECTION, CC BOX OUTSIDE OF PAVED AREAS AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD FOR INSTALLATION. NO SCALE ip fI x+ W'ten a �aW�"` 7 ec55nEv.t. I WARD � o P.e. DOUBLE CHECK0,1= 2' 11/2` SCALE oWa Ram�xoCO503 l- etvn 131E3[6.Tam.�Wi JAMNTmn VALVE Ava•` a•.`is ae„a,.L.d.,< xWxI,4aW aaa;cmn'",,.,an.'� amp..0., LL f` II C TY WATER DEPT STANDARDS PLUMBING CODE --4-'="4- CC Q POTTER-ROEMER NO.5715 1iI 90°FDC-SINGLECLAPPER ` I _T1 till 0 O\ 61- OMI WITH(2)ALUMINUM CAPS •IITHRUST BLOCK CITY APPROVED v / BACKFLOW DEVICE FLANGE COUPLING FIRE DEPARTMENT CONNECTIONS SHALL '-, RETAINER GLAND r 8 DaPTDR ■ '� W N BE DESIGNATED BY A SIGN HAVING r Ln LL RAISED LETTERS AT LEAST 1 INCH IN o: _ _ 12"MIN PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP CL Q CV Q SIZE CAST ON A PLATE OR FITTING, I-" FLOW ma READING FOR SERVICE DESIGNATED:I.E., < ! ZZ_� �MEGA FLG ��''`�71 r`�i� V�r Y INana maw+ M 0 NECTION m 'AUTO SPKR.'OR"OPEN SPKR.°OR 3 FLG OR EQUAL rii L..,... "��® CRE DEPARTMENT illJ "= r r s. 'STANDPIPE"ETC. 6"MI Cl)LCOPTIONALTION AT THIS ` en ` , a. FIRE DEPARTMENT CONNECTION TO BE ' ' , OSHA APPROVED LADDER 1111111Effiumum • ' A. 4.SIAMESE TWIN WDH THREADED i '. WITH ALUMINUM LADDER -_ GALVANIZED STEEL PIPE.ONE WAY .1i6llllllllllllllllllllllllll•1•ill:l11 m4!III■111•IW TO IRRIGATION EXTENSION BY UTILITY '��111111111111111M1 06.20.2017 VALVE SHALL BE LOCATED INSIDE I + VAULT LATERAL PLUGGED CROSS TEE BUILDING ( L..elifiljAULilij CONTRACTOR TO SEAL ALLPERMR+CONSTRUCTION H GRADPLAN OPENINGS IN VAULT WITH /��' , NON SHRINK GROUT PRIORCONCRETE THRUST BLOCK SCHEDULE v�1#A .A�vy IY . _ TO RESIDENCE 3"MIN.6"MAX.. TO BACKFlWNG (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) • 111 ., 1.7� PLAN GROUND LNE DRAIN TO CURB OR FITTING 90BEND,IEE,OR 45° 22 1/2' Ti 1/4' -�'�> 27¢'4'THICK CONCRETE DAYLIGHT SIZE(INDIES) PLUGGED CROSS BEND BEND BEND 4 01.9 01,3 -- •��„ COLLAR BURIED 4° '� ��' • B 0 0 0 1 01-3 -- m I. A METER BOX EC 4. 2. ;/�"`y'/y� `v/`�1 UNDERGROUND DOUBLE CHECK 3"MIN CLEARANCE 1 ON OPENED a 07 03.9 02.0 01.3 Y / VALVE ASSEMBLY "., .1 4°ROCK BASE - - • IIII E _ MEGA FIG OR EQUAL Iql OS&Y VALVE 12 16.0 08.8 04.5 02.3 I',8 r-®$ "rir, N \/71•KeiA . •12'-18" ':� • h',. NUN,CHECK VALVE 24 540 349 16,1 �.0 Q PIPE NIPPLE \`f♦ '� CONTRACTOR TO INSTALL ��®�Ili �•i7 i I1��' RODENT CEl;iilaI -('a 1 llt. 6" CONCRETE BALLAST 3 CU.YD. R+i/i�Iliir� SCREEN ABOVE.BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I.AND AN W •eo , MIN:WHERE FLOODING OR I_PJQESDTOUANa I mo. ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO ,��. �(� I• • fy�• HIGH GROUNDWATER EXIST COMPUTE BEARING AREAS.FOR:DIFFERENT TEST PRESSURES AND SOIL BEARING Q 1"UNION EACH SIDE •I`.!AI1%�I%i sF�e,e•� `;T}4 ( •)�- DRAIN TO DAYLIGHT OR STESSES,USE THE FOLLOWING EQUATION •:•e e•�•I NOT TO EXCEED INSTALL SUMP PUMP BEARING AREAS- (TEST PRESSURE/150)X(1500/SOIL BEARING STRESS)X(TABLE VALUE) 24"DEPTH CONTACT CITY FOR I-(� ELEVATION K ELEVATIONI.CONCRETE MJ x MJ 90°BEND CRUSHED ROCK BASE., PUMP SPECIFICATIONS MOM.MJ BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER o BALL DRIP VALVE AT LOW 2 STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL.NO.561 POINT OF PIPING INSTALLATION SHOWN IS ONLY A SUGGESTION. 12"MIN 3.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 4.KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES.N 5.THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON CLASS 52 DUCTILE IRON PIPE FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM a N RESTRAIN ALL JOINTS 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. OF DEVICE THE PLANS,e.g.15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. Z UTIDTY VAULT CR'EQUAL ACCO DOM 6.F NOT SHOWN ON PLANS,REQUIRED BEARING AREAS AT FITTING SHALL RE AS INDICATED ABOVE, m DETAILS to .III'I'I� 2. BRASS,STAINLESS,OR PLASTIC PLUGS TO BE INSTALLED IN TEST 92E Wm F.O.G. WITHOUT F.D.G. DR'EQUAL ADJUST IF NECESSARY,TO CONFORM TO THE TEST PRESSURE(S)AND ALLOWABLE SOIL BEARING ua I.I. COCKS IF BELOW GROUND INSTALLATION. 4 676-WA 577-WA J-SAL STRESS(ES)STATED IN THE SPECIAL PROVISIONS. 6 657-WA 576-WA .1-5AL 7.BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN OH PLANS TAKE PRESIDENCE OVER pD3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE,FREEZE PROTECTION, 6 510o--LU 667-WA ;o-DAL BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF • 1• • 1 • AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS 10 5106-LA 687-WA dO-oAL. THRUST BLOCKS ARE IN SQUARE FEET. I N� I '" I / 11 • FOR.INSTALLATION. •CITY ENGINEER APPROVED EQUAL MJZ n E =0'1_.I Y? MINIMUM 12"THICK.e DRAIN ROCK •55101/1 d Cur G.IBD ROCK /moms at NO SCALE CgV.OPTTGAFD M110�•' NO SCALE OPTTGABD. NO SCALE Na m� Txca556E s KYLE.F.e IRRIGATION DOUBLE OM Na ■ °Soot, T+saw „�X+u.ED ISMEIODIVIKON DOUBLE CHECK DETECTOR Wig,Na Mall.IfteoldgErear.mrrr 0 TReo60 s.XW0,.P.E. STANDARD THRUST OWa.Na IFIRE DEPARTMENT CONNECTION RISER(FDC)DETAIL ■ °"°"' dN NOTTOSCALE eLVDmjeeiarmu CHECK ASSEMBLY 531 '"�"1'd8'"' lifrpai MN -' "w' Wwa,4 J11 VALVE ASSEMBLY 533e�'^ ^m _„ BLOCK 560 CD ED C6.2 In 2DIT The tlatunerrtCOPYRis an IneIGWHTnentoi service.and +. • •• •• •• • • • • • D a W L as sa..'ern.Me pr..of Me A.E. Paha dcan.exte/or Use nded document imtl • • • • • • • • • • • • • anonly by • • •• •• • • • • • egreement.1 sage erceitedure IK ••• • • •• • • • L.L•.L•.Attea.•I1 ld4u.1 11/8" • • • • • • • • • 3/4• II.�� 11 12' -�( TOP OF ROCK ELEVATION If.-10 l/2 —:{I OR OR OTHERFE SURFACINGNVING 9 II I �: .N • • • • • •• • • 720 SW Washington Sheet,#750 OR POrtlend,Oregon 97205 � /// .'�/ 1z•w� �QEDPAOFES �� g�% 971-280-8641 ,.,'0AAGINEEEt,Ores" j� 11.11!.,� / 1p11..„...---12.PIPE OUTLET •• •• •• • •• ••• • • •• ••• Q 65 OIfEGON ! .,./�i �M0,,,,, .=„=„_„=„=„=, • • ••• • • • STORMFILTER DESIGN NOTES -II-II-II-II-II-I =11=11=1i--0----11= • , II-1I-II-11-11-11= EL2AIR9- • ST°f�ICIER11.<EATMENTGPACITY IS A FUNCTION OF THE CA.SIDOE SELECTION AND THE NUMBER OF CARTRIDGES.THE STANDARD MANHOLE /T 09 ZOO,,V _ �=11=11=11=- 4" • • • • • •s Sm....THE M.N.NUMBER OF CARTRIDGES vl VOLUME SYSTEM is ALSO AVAILABLE W.MAXIMUM TGARrrtIDGEs. FDj SE =n=n= Tim. D-n= PEAK N S 11=1 ! �=�1- MIN TYPICAL MANHOLE STEPS , • •• ••• ••• 5011 INGEIVORMFILrER HYDRAULIC CAPACITY IS IS GFS.IF THE STE CONOmON3 EXCEED 15 CFS AN UPSTREAM BYPASS STRUCTURE IS S.PU 1n°i ELII-N- n-I,-a°�tl / OUTLET FLOW CONTROL RE]IIRED OOOWS 4ETI6 11=11=II-:11II=11�PrAierfflITT1°T1=T1=n=aD // CLASS 3000 CONCRETE PAD REQUIRED um1217.L 32.26 N.r.s. OUTLET CARTRIDGE SELECTION zr r CONCRETE 4' IN PAVED AREAS ONLY HOLE THROUGH CBTIW O V— CARTRIDGE HEIGHT LOW DROP W.dIRTE rtI eESEf t{ /� •••MP••• • • •• no��CLIC DROP MI 9.00' 23 1.8 MECHANICAL PLUG MIN epiFir: GwnET = / • • 1?RPEASNOIm ON HAMS 1' ' ! 1 •f,AZIPIDGE•LOW RATE(g. ares. I 1gerNY 2BPMI` 14pmF 2gPNR I +al..' 1Y INLET /, !�`. •A 11111„, • CAST IRON FRAME NOTE- `• r HE ilft'� 3/4' INSTALL 25:7x4"CONCRETE ` INLET�V .�V rt:lki • • �l 4' PAD IN UNPAVED AREA �.7k41'. p��. ••• • • ivega• .��iii�iiiiiii MIN I 1a OUTLET\�` ��►-7.11(�- SITE SPECIFIC architecture Ilc 1 DATA REQUIREMENTS -STRUCTUREIDslRMwwa1 25107 geneses trail road 8 � _ golden,co 80401 PEAK ROW RATE Ida) 5/%11._ �1 23/8" x. MIN PLAN TOP sus ACCESS." -- Ia01DD (7....:";'''''. �� wATERDuum RrnvruTE(m) ones "�-��►7/FFFF�� 12' NOTES: - 6'INLET SEE FRAME ANDai, RETURN PERIOD OF PEN(PLOWIP") OEs -97/8" 1 ALL UAMIOLesscrwNs SHALL COVER DETAIL swcASTmoaEs REQUIRED A 303.872.0487 CONFORMTOTIE REQUIREMENTS MEDIA TYPE CSF RATE ERLLTEI .,GAG PHS) P PM) 1EAWTE e9 NOTE: OF ASTM CMTS AND APPLICABLE PLAN VIEW IPZ:42 CAST IRON COVER ALL CLEANOUT MATERIAL TO PROVISIONS OF STANDARD MANHOLE DETAIL t""'7 P0£D TA S D lon V aafch teCDlre.COm MANS.S ON BAN D TLE USER E $.'s'AAA BE SAME AS CARRIER PIPE. 3 NL TAN OUTLE LL IPE NOTED ON PLANS SEE KAN INLET.., SEE ENI NAM AN TS ROL INLET PIPE E2 SEE PVN SEE PLN SEE PLAN 4"CONCRETE � RIM ELEVATION OUTIET PIPE SEE PLAN SEE PUN SEE SEE PUN `r�� vN,,FTaRSCAw mtREM MOTOR ANTI-FLOTATION BALLAST I HEIGHT ��`�`..f,' ALeIM0.Ns¢f OAR SIEHBANDTOBESTEEL .... E OWI x•MAM.erereSoLT. NOTESGPECUL W HMMKRa N R FRAME AND COVER CONTRACTORTO GROUT REQUIREMENTS: 7� CAP a2I0e1 DO %"i FINISHED GRADE- (DIAMETER VARIES) CC 1 PER ENGINEER OF RECORD ( wxGalsERs ,l N.T.S. "o'•,-: --- CLAMP DETAIL(sEcTioN A-A) WI' I :�E GRADE TI1 6. II i�ArtA3Dn ounen 1 a 10 ' ' RO22'O L£s 1 CCEONIAL TECH o PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE _ ----__ PLASTIC PIPE'GROW ON APPRO.)EQUAL /� 2.DIMENSIONS MARKED...ARE REFERENCE DIMENSIONS.ACTUAL DIMENSIONS MAY VARY. CLEANOUT 3/4'-0COMPACTED 0� !P up22 S.."GROW TO MATCH OUTLET DIAMETER 1 , STdL1RTER J 3.FOR SITE SPECIFIC GUWINGS WrtH DETAILED VAULT DIMENSIONS AND WEIGHTS.PLEASE CONTACT YOUR C°NTECH ENGINEERED SOLUTIONS AGGREGATE BASE ROCKINLET - 1111111=^' P55 'I; T CARIRY)CE 4.STORMFlL WATER YC"ISTRI"ucru sHAu�wAccORDMIa:WITHAL DESIGN DATA OOSINFY INFORMATION CONTAINED walls 0'INIE)20201 I. o a e� /ME . OGWING i201/3 0 �. m - I�! J- DEHEIGNT 5 STRUCURE INVERT ET A/3MO H 010000 RATNG.ASSUMNG ARTICAVER°F°5A%GRGINOWATEREIF'AT owL ORBELOSHRO ____ TTPIGL OIITIFf PPE INVERT ELEVATION ENG NEEROF RECORIOIOCIXIFlRM ACil1AL GROUNDWATER ELEVATGV CA4PNG63HNL MEETMSMTO TYPICAL SEWER CLEANOUT DETAIL — -i >•SECTION BE ■ M300 AND BE DAs WTIN THE DON EGH ooD m DROP 8.FILTER CARTRIDGES SHAM BE MEDVFLLED PASSIVE SIPHON ACTUATED.RAD.ROW.AND SELF CLEARING...MEDIA DEPTH SHALL NOT TO SCALE INLET PIPEHYDRAULIC T ate-INCHES.FILTER MEDIA CONTACT..SHALL BE AT LEAST 30 SECONDS . IX)INLET NV SPECIFIC ROW RATE S EOIALTO THE FILTER-M.17 ENT CAPACITY..DIVIDED BY FILTER CONTACT SURFACE AREA(p S). TOLaiEl OUTLET INV. THREADED BnStLTmiOP o g g I�.,� INSTALLATION NOTES ,,pp R. i�7 1.ANY B�BAEBAGI(FILL OEPiII,AND'ORANRROTATON NR°NSIONSARESRESPEGFIG DESIGN LONSIOEMTONSAND SHALL BE S MINIMUM T,� SPEC ENGINEER OEFTH,A D. _ HCAP O)BOTi01A DF CENTER DF CAP ORIFICE 325'OV2SO ER 2.CONTRACTOR TO PROVIDE EQUIPMENT WIN SUFFICIENT LIFTRIG AND REACH CAPACITY TO LIFT AND SET THE STGUIFILTERSnRUCNRE HOLE THROUGH CENTERO CAPE001TO BE SET !Ill CONI00CLUTCHES PROVIDED}80' ■ RO3.CONTRACTOR TO INSTALL(DINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 12 BELOW INVEiROOURET PIPE AS NOTED PLANS I ♦CONT./OR TO PROVIDE.INSTALL,AND GROAT INLET PIPETS). QUREfm01 5.CONTRACTOR TO PRONE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB.STGMFBTER EQUIPPED WRH A DUAL DIAMETER HOPE Ir OUTLET SNB AND SAND COLLAR.IF OUTLET..IS LARGER THAN 0 P..CONTRACTOR TO REMOVE THE 0INCH OUTLETSNRAT MOLDED I HOPE OUTLET RISER..: Cr)I 2'51/4" _ CUT LINE COUPLING 6Y FERNIA OR EQUAL AND DED BY CONTRACTOR. M ^ N _ _ SECTION A-A CONrnACTORTO TAKE APPROP TE MEASURES Gr CARTRIDGES FROM CDNsrRUDTIO•RELATED EROSION RUNOFF. ........ C.) (V i 1 I CONTECH 72'WQ#'MANHOLE 1LII I 8"OUTLET PIPE STORMFILTER 0) N I I I I I FLOW CONTROL MANHOLE S a. ; , N ., ENGINEERED SOWtiONS LLC / I .,I- USEENLARGER TO ..--- +- sx., STANDARD DETAIL V CONNECT TO STORM NOT TO SCALE ""-`-'- „e nu +<,Rrc .... ,+'11+x ------------_-___--__ _ Q N MAIN LARGER THAN K. --_-------_,J O 12 O 2'51/4" �- - - - I - -- NONSHRINK GROUT U 1 W6 co0 STANDARD CAST IRON _ _ _ _ _ _ '�IIIt,�\ FRAME AND COVER STANDARD MANHOLE ,'III `LYNCH STANDARD CAST IRON GRATE __1_ GRADE RING N 0 illr U-- ' - - - - (2'THICK-RATED 15,000 LBS.)O � �, ..�� Cr) Cr) L + 4'MIN. �// T r IRON LYNCH GRATE E(2RA HEAVYICDUTY CAST t f/. W, r '/ /. / (23/4'THICK-RATED FINISH GRADE � �//////�� / PLAN VIEW 50,000 LBS.)BOTH OR APPROVED EQUAL I \ NON-ADHESIVE /1441 I I _ vim/ WATERTIGHT PIPE PLUG 06.20.2017 MEMBRANE 4'. I �;• WITH STOPS PERMR+CONSTRUCTION PROVIDE 1'DIA WEEPHOLES ON ALL SIDES EXCEPT I OUTLET.(FROM MANUFACTORER)NO FLAME CUTTING vH G COLLAR / 1 \/ OR DRILLING IN FIELD fi 12' iI /\ • / PROVIDE 3/4"-0 FOR A [GRATE TO MATCH 312' --I I f 2' -1� 4�\`2 MINIMUM OF 6"AROUND I GRATE DEPTH C. /- GRATE FRAME f HINGE-12 GA CLEANOUT 1 STAINLESS STEEL,212 T OPEN WITH 12' P. I --- al - 10" KNUCKLE,10"LONG / _ _ // a 1 ,� WITH 1/4'PIN(FASTEN -\ •- /N PVC RISER PIPE ? 1'-0' + WITH 6 1!4'STN.SRL. CLEAN CHECK / _ N 1/4'ANGLE 3'CENT. - BOLTS) EXTENDABLE BACKWATER \'/ \ PVC INSERT PIPE QI THICKNESS MIN. - OUTLET ` , 3/16" _— VALVE pfag M'\/ OA I- 3/16^ ' 1 va DIAM. SECTION GC //� �A//\:/VX,VA/V\�/ \,...-\\.\\:<,,,c\ ��pit :11W7.71 V\%V�\ .1111111111.X1 I re SEE DETAIL'S" 3/16' r 4 A 1D GA STT. Zo 10 GAUGE MATERIAL \ A• Alt __ METAL(TYP.) csi y T DETAILS N CALCULATED I.E.OUT __-________ - _ -- Dbilk m M C C 3/4"-0 FLAPPER VALVE (TYP.) m 3/16' ASSEMBLY BODY T N O 2'-0 12'SQ. —d PIPE MATERIAL AS I MJZ a SHOWN IN PLANS DETAIL"B"CLEANOUT I STATE APPROVED-ASPHALT DIPPED OR IN SPECIFICATIONS. :o FOUNDATION BACKWATER CHECK VALVE m ELEVATION VIEW NOT TO SCALE • 0STANDARD"TRAPPED"STYLE CATCH BASIN I m C6.3 OW dodneNZ'an IZern'T 2eTof send.,end • •• •• •• • • • • •• D C1 W L ..such,remains the properly*I Ms A.M. • • • • • • • • • • • • • • Perlleslo,..n for...1...e.thetdoomon,bye.nt tenlirniteD • • •• •• • • • • • • agreement s.sego 6.1tenture Ile IIIIIIIIIII €° NON-WOVEN FILTER FABRIC ••• • • •• • • • • • • • • • • • • • • • • • • • • • •• 1444.3361 720 SW Washington Street,#750 e /F MIRAF I 140N OR EQUAL Portland,Oregon 97205 ,,,..09PROrts, ADVANCED DRAINAGE SYSTEMS,INC. I OVERLAP EDGES 4"MINIMUM 971-280-8641 -\oGIN£44,4. • • • • • ••• 4.RIGID PERFORATED PIPE • • •• • •• ••• •• b Specialty Retail ENCASED WITH FILTER SOCK • • • • • • • • • GON • • ••• • • • • • /-'''''P 09 ' Tigard Oregon d d V MIN SEE SPECIFICATIONS FOR• • • BACKFILL REQUIREMENTS • •• • • • • • ••• ••• ••• • '11111111111111.111111r 7 %% 7 EDGIER IT/31/18 STORMTECH CHAMBER SPECIFICATIONS •IPORTANT-NOTES FOR THE MX*.AND INSTALLATIOS OR THE SCGINSCTSO STURM, s 1"CRUSHED CLEAN A dA yo. ,..,,, ' vzt-r-o,..f.„..--.=.t„--=-.:.t.t...----------------. DRAIN ROCK 0. ..,.4.4,,n467.--;;;;1%,,,,? ...„,;,...k,, r-n ••• ••• • SEE NOTE ALTCL.OF 2 OW..sTAL Ex....1mo NkTuBTFN.,-TNT.NNETT orteotTuNnsNTIPPP .Emm,mBEHgE.,;;;;E$0,5....,B,;;;Eys.BEmsasED.BEEEmp;m5E-Em.mmEcw.E.E;EmEwpmE,mocoHNH,,,B5DH a; , • •• FOrtGLIAMETER' BUILDING FOOTING 4:54110,030::411:ia ''.4, I I MAIMOLEOSEE • • • iii, ,,, . .STWDARVETAIL COO If2,1-1,-,31X13?.; r1-5 Ivega .. .,,,...,.........„...„......,„...=,,...........,,...,.......„...r. r.............cs............; SEE STRUCTUp RAL5 __ ilgiiitill74/11:3E.;1;.;,,, . 1 ITO STORM DRAIN. ..• ••• •• • • • —7- , '''fri* 1 .-=',, \\ PAVING RINGS NOT ALLOWED C.r4iig 4(2L • ••• • . \-\ • -w----- "e 1•,,‘`' itier`,*&190 NOTES' ,,,...„, e, Nitmercrews Remieteserusemmerssenr.mons°HAsse slam \\ SECTIONS SHALL architecture Ilc CONFORM TO THE REQUIREMENTS . ' =LT 122 r'''"'g'""'TuuA'Tag'rprrTrumT"irnrEgZrN;Tgfam'TBTA'"'T2rT=N'''sroT01'''TeUgrex'4,2'"=raigigg T PmF0m2FFF•cmINNuNTmu.......133Tc-3.1.31.11.3,11.1.22F.F311-2PN.T., 6" 6. OF AVM C-420 AND APPLICABLE I PRONASIONS OF STD MANHOLE 25107 genesee trail road DRAW.NO 010 1,3 . :,,FAcgmea:"''',7„.....'pZ01:54,147,nizg„r".7cros="'.0,2•217TraggfArgrg"''NENAT2=2'7,NgN . .„,,,,,.,“.*,..,,,,,,„,,L.,,,,,,„,,,,,,,....,,,,....,,,,,,,,,,...„„:„..,,,..„,,,,, ,,,,.,,,,,,,„,,,,,,,,,,,,„„,,,..,, BACKWATER CHECK VALVE s;.'s.',,, golden,co 80401 sTrawaremsemesseir so.new....menet.. SEE THIS SHEET FOR DETAILS 2 HE AND OUTLET PIPE NOT TO EXCEED ..... '1 g=ggacn=7:::=127Trrmeollm'ri"Irso:TraglorTrcire.T.=or geirypi.= BOMBIQR.01•301131•2•OM••••• FOOTING DRAIN DETAIL 181131A =73 1 1 303.87a0487 3 PROVIDE SPECIAL DETAIL FOR OUTLET • ; mamancHscammic,marowasAsAmtweennuAwomAccOMOderRAMAIDISE-ATA,MTP5P5PmPoscmAacHanceNsTmucnoti FLOW CONTROL EXCEEDING UP OA -.0--8011MINIMUM—...- .1 T F.N.A1.2.11.2.1NTTIFPFNNIFTT*12.11,02130010.1.02.3.1212.2.3102 NOT TO SCALE ; I vegaarchitecture.com DEVICE . , ,-, WATERTIGHT SEAL t ANTIGIPHON DEVICE. ..7..T.•..."74....-0.rg.,.....-----..,:s=..-:r....,"-irr.7,-7...-,..--..—— 1 , 11 i PIPE TYPE ""Nra=crsrletTINN"WiTmisemeriseen"="-vatrsr"rosatr=="es,==="".moriN'tew".' is_, CONNE0ON ...2!..iour ce.12 DEBRIS ST012_, Cif:1 I PER ALL HCODS AND TRAPS FOR CATCH BASINS , PLAN,AS nerrocretomeniormemaserresemseuestersomemescormumemmsousesmuremponnownsinossaNmeter TT.T.T.T AND WATER OVAL,STRUCTURES SHALL I \ 11,/ T---APPROVED BEST LYME CT 08321 MO/34-0212,(820)343105 FAX TOLL FREE,13.•FO.FF• . CC COOR me•5043. ' H1' N LUWEB SITE:WNW SAWING COM OR PRE.APPROVED EQUAL '''`,,:\ ',1 NCEPTUAL LAYOUT COMPUTER GENERATED CONCEPTUAL LAYOUT-NOT FOR CONSTRUCTION 1 ACCEPTABLE FILL MATERIALS:STORMTECH SC-310 CHAMBER SYSTEMS , gt;1;4-,°,"L''..-,,E,:r0.7-;.'1 1..-' MATERIAL LOCATION DESCRIPT1ON AASHTO MATERIAL COMPACTIONDENSITY CLASSIFICATIONS REOUIREMENT 1§r. ' N E 01 g SUMP VOLUME AVAILABLE MINIMUM 00005100 TTNT 60,4MA MP OF BII I CF ; AIMP I'A 1 ; ' PIFL UPTI:IN51";riti!. '.7=-7,EFIR•rr-7.EFfi"E7 .., °FiEFEaSi.:FEE-27E z•i g ,.----o . --. z.:;=ntez=m6,-,:2= ;,-•f.7!.. 3 PROVIDE SPECIAL DETAIROPPOI.5 REOURPAIDNIIN=DM.WIEN. .. ; ;i 1 S swAR re 5AHMA IP msm,Arm..No .5 ;:,7=7,=== i i?i LU ..... _......., , :=1,7r:v.vz=f- -----:;=e-----,,,...z.z7g...,—. ,,,,,,,i17;:'.,;,:,,,aTE4:44F;,4thr ig 1 11 ,, 1,11,74,:rInii,,a7=z. -r,..g.r=,...7,=,- ,oTz,m„ .CUMPAUTOPI FIELI,PEO 3:4I:'''' . '''''IIC'''='... § a t q SUMP VOLUME REQUIREMENTS 20 PRI 2 OS OF INTtoW CC > 11 g q '; ; ; r;;; ;;:;;;:;::;:;;: t si WATER QUALITY 2 co1" It ,,„,„,„,„0.,,,,,„_,,,,,,,„0„,;;TE,;,,,,.,,,,,,,,, I ' . n .... - -----, ,.. i 1/ t '''' "";TX=TraVoT4ZiZr tl MANHOLE (SNOUT) A CleanWate -Services 0 CNI REVISED 12-05 °Fr F.F.FX.F.U F.... , I Ri! DRAWING 150 250 , i ,, N- ...e.=1=...--.. 1 k 1: p 7174 1,7;,I7;;.,71 alit;;?%:14-i2''A.22+::t-'7.-4;47 ----7“,...-z-'''''47•2 1,:22F ,...1° 0 00) --''‘, '.... .° --41 ' 1 11 fi ,22,...,, , .,22...• .. • II/ ...4., H ill!, .,..,,, Ili.. t, (i7y, ....7,- ''.''--, I., ,P. INIMMIIII 1:IC (1 W I 5 5; ,....2..2-„, 11.11 0 0 7-,.:7-..4.,.v•-••••-•-•-•- „ —.1,.....r.r•-,. •,....1.--mr..- 1111 .. -1 - = • i "- ''- •--- 'n z==== }:ik 4 P 5/ g +6,555565 i t; ,.. 0 NOTES: 1 s I: ,..'ACCEPTABLE FILL MAMMALS PHLEABOVI PflOVIOE814911,M4 LOCAI1.5 DESCalP,X6 GR.A.TIONE MO COAPAG710.4 RECIVIREIENTS f011 FOUNLATKIX d;EMENI MO ft;.I.V.LS I, 'n (f).1 . r II 'li I. • IN,ATF DEN.0101.1;ER,CF9IS 10 INE EMU NEER PESPONSOYE FDP 1.EDES.APIO LOVE-OF TRES-10.1E.(MAW.;FOR D.PROJECT I r., ;; 2 OF 5 \(7 :: 06.20.2017 PERMIT+CONSTRUCTION '; -_;,/ ;i 1 \I MAIMHATNIINPT5 1 5 UNDERDRAIN DETAIL mr SO-RIO TECHNICAL SPECIFICATION ——.. NG mr. g ,1 ;4=tn"..40“StA f5' q E 09 V rtg'XII:tr=tt;TF2t ttt 114 t ii i,••. ,,MIIW,M 1 t ; SHELIT DI--SrATER-LBRIS SEPARATER ID §e R! MIS ItunL.: 1 • J— ' 4..,a:... ,:'4,== ,P..---:;-2F,iiir ,.; lirit.11Iliplifii ...'"L''''' ' . ' a I; r'f4 ti,t; 1 ALL sIBLDS AND TRAPS PER CAPC-1 BASINS ANS WATER QUAsITY SRLLRES SHALL L. , AS HAN-MASI-SPED BY - „..,..I.,- NEST MAKBEEMEMT PRSDUCTS 14C .1 1—5547S 3;3'11 11111111111 1111110 1'! ' '.11 I.fi Mitfilifiliddlithi ''''''' g i 53 MT ARCHER RD 0 i; i17.114114'10ri ' 1 2,2 C I 0E371 ,..----- .69:43a PDPH Ie.:ASP-DINS PAS in '11•110111111ION 7.--=-7-74vj --- -- " V5,Y6', i TEEL PREP,'POO,SOA-S958 ER<MI SEA-755S LI ! V ......6. '. ei',,. 7"4'f:''''' zil#40':fuEttgt, Argrx...-.7.---„•.7 CR PRE-APPREVLD ESNAL EYg';', d,iitiri;di II!fi,!‘II,ii, ..,1 , ,........ . ,.....„,.., ,a,.....,„,--,' : ,,,, soh ,,,',,,,-;.,, :=174.7:T=Ilt 0 I ' I 6 2; A :, ' 'tc-1"tr'clAtExT`L=Ws F.,,Pr',1 ',.4auz;.-'1T.-4vt azays'— -1---„,„ -r??.'ife,-,i,, , d i 1 I Fi'Ziar-E:lal"': \F.5,ZiSiEFia'Z'F..:ii:- IIi i _MIN r,;',....!'x'r4.2,:gt •,,..,-A-•i.....„fa'-'.:-.,. A, 4.,_H:.Ace, ri.--\ re ! 4 ' IrER";; 7 !;;?', ';'4%,','"` ,,%.:a, K,4L SC-Ill ISOLATOR ROW DETAIL sts -1 1-- —1 mlI1Lii 1— 1--seI mi-I4 q 0 Fir.4,j1I;FTFFro'Fflersi7e="Z: 01 INSPECTION a MAINTENANCE III 0 INSERT*TER DETAIL :yirer:iMnist.co I 1- i El Flifali ,,____„:::_„ — 1 i, --f,,-,,ilari,:,;%,,y17,tnr:,T,TAm,-r,L2L:--r,•-_,L.tAA.;.,- -L.42:1,-,-m-", 1 DETAILS . ,I, 111111 ,.=,,mr II-ii 5 I 11 h 9 INSTAI l AsIrSI INSTRIIC,I5S SNP I Pr F.,RhIMINI'6,MANI1FACTLREP SLIP,.IPS Fo ,,, UR.A 1,..1.41i IX9PfrA ROM TIC RI;,ICA.ROW TP04.11011,1 PK 8 2. '''j IFLISE5t8OFt7:1;:2;4:1- Eilt7ri:-Fi'7EFFirEP% I X,X,I;!I X11•11 ,,,1 h ' I '114'r"' ='71Or'' . , I II. ' '\jAiii 'Illi4''' 'fiti!li r-1 -0-1 ,A ,- !; A IDWIALLAIIII,INSPRISCSIONS II Sil-RI.MIS WM SHUSH,ELLS,HAM LAM,;MIN,.SALIM, MJZ .t. 2 i:,...„,•:.LF•ir.s72=1:i2.1=-,=='--------• ' ,----- ,x,2,- i,, ,,,,,,1 nr.,22...27.:=4.,===.2,.."- • ,.. :--.• b: .0 IIMali EF:7i,E -'iiiii 2,2,-2./I STUB A 8 C I i'i ""IT I NOTES my:,„0T,E"...-Th„1,,2..R.litiPlMitfiittkli WATERQUALITY a-4 - :: til1t7 ,, id — ::2 .,: , IMANHOLE CeanWWr?Services I 0246N60 260 Ii 6 a Ifl E1 C6.4 6 4 VI SC.210 61 INSPECT„ION PORT DETAIL :1°471,==tf=V:Z=7:f.r..===°=°"°'''''''' 40- 5 T'Z,r1==i =7 ''''" 65'i:6 =Ar";'''''' --„,-,„„<„ ,,,,,,___„„, SOF 5 COPYRIGHT • •• •• •• • • • • •• • • •• •• •• •• •• • •• mYaowmnaaan imtrumentdN.•.X..eaa D O W L see h.remeeaMePaPabaMAMea • • •••• •••• •• • •• •• •• •• Per' roruaawa4acumeniblim2a0 ••• • • •• • • • f and can Ia extended only by water, MATCHLINE-SEE BELOW • ••• ••• L.,.,�,...I,.,/�Hel, • ,e'ee�nem wm wesaa e�mmlNcwle k • IIS IIIA I� J� IIIA IIIA m. IIIA , q-� I i ,' I 720 SW WaPortshington Oregon Street, #750 �,CsrST ' 9 r IJ ' 971-280-8641 �,,.�---"" 16: 1 1 ••• ••• ••• ••• •• SUIft/E LEGEND i' Ez "_7v O P, T r'1 T Z G A P JJ Y I S I E D D Z 7 F O V" • • • • • I • • • TIu". YNOR c C�' .',7,h,'.4 y U' � toe ,,..)7, ��' k t J2Cf3 LOT 42 • •• •••••• • ®• EnsnNc MNLeox t .firw tIXISTINGREDOAT(6DBH`'" 11 i A��'' } 1 'iPRATFRRREF' IN r� ••• • •...9• NG SIGN ?. . ORE ,e, I '. SIDE'NAU(EXTENSION ivega c. ; ;� ' '�� ti' ' ,;+ .‘---,-__,....,,i,., CODP,T CAST: CE,754 moo., EXISTING POWER POLE ® EXISTING SANITARY MANHOLE wOTSL/++13/xx��tJJlY��'ti M rf i. T`H _ EXISTING GUY ANCHOR EXISTING SANITARY SEWER LINE `T+'E is$. f- �. '"' xv a g_ Iti 1 } ••• ••• • • EXISTING LIGHT POLE EXISTING FENCE AS NOTED EXPIRES 05f:1I/1B WEEP 1 1 y -.—..-__ .... -A - ._- _ .__... ____..'-�^"'" _.' _---•- •• •• EXISTING OVERHEAD POWER UNES CLF CHAIN LINK FENCE y 1� ? _ 1THREE(3)EXISTING • • • EXISTING TELEPHONE VAULT EXISTING GRAVEL i 'ii'21'E1441 '€ -• - _ ._- , • •FEy1A� • ERRORS FIRE HYDRANT "i EXISTING CONCRETE ^-i ' li € EXISTING 5 CHAIN LINK FENCE TO BEREMOVED - RHODODENDRONS ''' • �D RE UCO/�L"'FE ES THE D• .:4,11c• IE WATER METER -A ERSTING ASPHALT ti (.. I -_ i _ f dr., - - ___— T OVEp XPROTECTIONSMEASTlR2ES OR TREES E W EXISTING WATER VALVE r,..'� FXISnNG SOILOWG OBE REM �„ ' _ I i i ! � i /�,-"� '� Y � � <� 3 ��..,.,,.�?,' 107 FOR THE DURATION OF THE CONSTRUCTION /. EXISTING UNDERGROUND WATER EXISTING DECIDUOUS TREE W/TRUNK a. :?' :'.« '''' `-= PERIOD.PRONDEAMINIMUM5'HTMETALFENCE DWAETER(INCHESXCL�LUSTER) architecture Ilc y ' �' I :',4„- �� r`` %+// /� / AT EDGE OF TREE DRIPLINE. D'c EXISnNG GA5 VALVE )IT,I. /'FF. FJ,` EXISTINGa'RHODODENDRONSHRUB i ( IXISnNO UNDERGROUND GAS LINE 25107 genesee trail road 4 ' q 1 - ' : y olden,co 80401 C t d tis E i * � 3 . � T'107 COO EXISTING CATCH BASIN © EXISTNG 4JC4X4'HEDGE 9 1 6tiT _ J N J x 1 1 TEM J Y'.1d . r a Tt't] 'T I.� ,. T - '-----7-4111151111r404:416'," ,. EXISTING STORM SEWER UNE • FOUND MONUMENT OF RECORD PER SURVEY NO.24424 •,03 872.0487 '- o xa•. TI Y`& €I 1� 'V illy _:� r.. i+T�tT='e°'EPi 4ntaiD 1 t... y .''1 A� ,„ i,+$. 'f•. -� ® ENCROCSTOWHMENT ITEM FD FW ND vegaarchitecture.com 1 E $ha -tet �.. `i t-� 7 ¢�. • ( i, 'e ?AR -x` S.a. t C.# .?'!'J�� ,OUfSITOB PROTECTED/ �/ I ~ V as }-•'-''-'4:411 i 6� ?G ,T} ,, [] TITLE REPORT IXCEPHON ITEM 85 BRASS SCREW ull / € , of1 - ig WSTING ASH TREES <> ENCROACHMENT ITEM IR IRON ROD i I ( / , ROJEC7AREA >w ` • f c II iI ii p-:. /y' --- r / /;, TO BE PRDTECTED. s k-+ RPC RED PLASTIC CAP lY�� II CC / 1 -- 11 ® 3'DBH EACH F!` 2. n r�.� ;0 f 1 /'� y { _ +' f � /f !'I ti. THE SURVEY WAS PERFORMED FOR CARDNO,5615 S.W.WESTGATE DR,SUITE 100,PORTLAND,OR 9]221 r7 �,4 �, ,� k �; i ff''' '1 i /,,€ y1.4� .� THE PROPERTY IS LOCATED IN TAX MAP 251 02Ca,TAX LOT 20p `7 7 W l 1 -,� r0.�.�1�i�"" THE PROPERTYIS LOCATED IN THE SOUTHWEST ONE-0UARTER OF SECTON 2,TOWNSHIP250UTH,RANGEi WEST,OF THE LLJ `r I ✓ ,/ �' �/ 105 5'+�S `-' WILWAETTE MERIDIAN.CRY OF TIGARD,WASHINGTON COUNTY:OREGON x° I' tIZ . , '/• -:4-1-/%,,,,,,,,,,,F6' -- 'iL,111.4 `-;wo I''' i �• "�I O R T`H T` 1 a`,: ,� s�„ / ._ 1aa c �,! EaslNGroeE��nosvEo; TREE PRESERVATION/REMOVAL LEGEND: j ,..,:-.00.,CAD,sl ET x - �l '''////./,,• l" 10 14 2XIS DBH r ..+C t'-} _' 1.P,L1 ,v5 wE�d` �I t 7 q �'�� _y.t TREE TO BE PRESERVED (( l .r'r� {{ a / t•+ E C.R h k( (3CT 1 p f f 31 ia �.y./ i �. Te 1 Rc Ya a e ,eusHT PROPOSEFSPECIALTYl'RETAIL t B3 7rmTr FEE:210.90 Ij c Easne6DHERmTrsEE �► Z 1 1 pill ( q, iI .. TO BE REMOVED a A rf ✓ lb, TREE TO BE REMOVED CC /..":"./.,21;Fii. I 9� LLt {' ( '7- '/"� % _18 DMA x ,ate W 13 �' x I 7 i j ,„/;„,,/,`"F ?7,47,,,,EXISTING UNKNOWN CLUSTER, ( \ 4 I `>P TO BE REMOVED / TREE CANOPY AREA/EDGE OF DRIPLINE I 7 t II t % � � 2X7'DBH'. ". f' 71 •• II 7t .d' (i l>Fl /j i %/f. ,v✓/ 5d C,- <_ „. J ' .EXISTING ARBORVITAE ,>/%/ %// ,Y/ j �,. i �. f F HEDGES TO BE REMOVED, � F r` CAPS co 4 �I D1 I' /r`i GENERAL NOTES: U cV I •offiliw,.. II • I'L EXISTING PLUM TREEsNCE=' �{ _' f1 _ 4 1. EXISTING 6'CHAIN LINK FENCE TOME REMOVED AND AREPLACED WITH A N `•� i + TO BE REMOVED , .�. / �5 NEW FENCE AT THE END OF THE CONSTRUCTION PERIOD.CONTRACTOR TO �1 cn � _ Y.( + y./....: LI. THE DURATION OF PROTECT ALL S TO REMAIN, ,IUNTTH IL NEW FENCE IS ETAL FENCE FOR c N T 11 � il J1�+, t `- _ 1 - 2. TREE REPLACEMENT FOR TREES REMOVED WILL FOLLOW THE STANDARDS n i i "-. u/ `o- . .,...,.,..l p 1 -aa. + _ SET FORTH IN THE CITY OF TIGARD URBAN FORESTRY MANUAL. V O Ce h €, .-----`�'.` — — - �,., .--ter' �.-> _ ` o • .:5-''''''` 2,�. , r 0 3----- = Hvf _n ., ._ _ .` - DEVELOPMENT. EE SHEET L1.2 TREE CANOPY PLAN FOR PROPOSED Cl)9. w 7,7 . �,.''iL ALL TREES TO BE REMOVED ARE LOCATED IN AREAS OF PROPOSED � Q v/ "' DEVELOPMENT.S T sr Q_ � NQ � '7';';'''-'77S.-4404'''''''''''''=-':- -.-. -'rte -- I,Morgan Holen,attest that this Tree Removal and Preservahon Plan meets the C / P Gam. -... requirements in Section 10,part 1,of the Ciry of Tigeld Urban Fareshy Manual. '� 06.20.2017 -- - --_ T `mss, - - -- — PERMIT+CONSTRUCTION '-� _...__ ........... '-- ------ -----7:77.,,,, - _. .--- '- ... x PN�745B — :•'-- _ -f'.-• Risk Assessor OMMmed Morgan Holen -..-.-.. ISA Boertl Cer110ea Mester ArboasL T� ] C.ti�. �+Atv rl� -I�lja�Ytdri 18ATroe _._"� --- .e".Jt�f'�y C+IFIE.};l/1�.slfWA}'` ... ,,aa� Date: 0 20 0 1 m SCALE IN FEET T9 ._ U _C'N - I S 1 02Cp - r TAX1-er of n 110 99 EXISTING TREE SUMMARY: <I (' / ;- 112 SCHOOL EXISTING TULIP-4'DBH -IXISTINGTULIP 4'DBH W 1134 113 TO BE REMOVED FOR TO BE REMOVED FOR �; EXISTING TULIP-4'DBH 111 TREE# LOCATION SPECIES DBH GRAD CANOPY CONDITION TREATMENT F [-, t EXISTING TULIP-4'DBH EXISTINGTULIP-4'DBH SIDEWALK EXTENSION SIDEWALK EXTENSION U) " 1 it-;-.'''`',`Li i TO BE REMOVED FOR EXISTING TUUP-3'OBH Q ,.,a > 70 BE REMOVED FOR TO BE REMOVED FOR SIDEWALK EXTENSION TO BE REMOVED FOR 101 ON-SITE PURPLE LEAF PLUM 22' 16 804 SF AVERAGE REMOVE K' I x SIDEWALK EXTENSION SIDEWALK EXTENSION 102 ONSITE DECIDUOUS UNKNOWN 2XT 6 113 SF DECLINING REMOVE siDEwauc EXTENSION 3 5 E P -7 F., t� ' Y T ----- _ - - - RFORD CEDAR 15 +�`` - 103 ON-SITE SWEET CHERRY 18' 12 452 SF AVERAGE REMOVE d• "i\ 1x .. ��gy 1 1. • ii @ ."' tl - ..- Ii)gqas.0 4I^ esr i')" f7 '"--- S t k 1 - ,116 1 4 1 'IF IJI 105 OFFSITE ASH 3 44 SO SF EXCCLELLETNT PRROOTTETCT o (, b,19‘,,,,, '4, :. ; '•. % _� ti,P ,., .._„._1\..,f,,--=, ,x4, .- x m 107 OFFSTITEE HTO 3'v 4 50SFF EXCELLENT PROTECT TREE REMOVAL/ 1 ASH 3" 106 OFF-SITE 1 e� t x _ • n _ .� � 108 OFFSITE !ASP°:IIPF. - DOAK6' 8 201 SF EXCELLENTREMOVE N �° �`�----+�-- """"" 109 OFFSITE LIP 4' 10 314 SF AVERAGE REMOVEmZ 110 OFFSITE4' 10 314 SF AVERAGEREMOVEm PRESERVATION O € m 111OFFSITEIP3' 8 201 SF AVERAGE REMOVE TA (4. m 112 OFFSITE- IP4' 10314SFAVERAGEREMOVEN PLAN i __ _ 113 OFFSITE IP4' 10 314 SF AVERAGE REMOVEm /---`t<— _ — B __ _ 114OFFSITE 4' 10 314 SF AVERAGE REMOVE I f, _ ,�-- ,7,-4.--.. o PEG o a I E ( € Ti DBH=DIAMETER AT BREAST HEIGHT(4') p '` / C-RHD=CANOPY RADIUS .-.d �. / I i NONE OF THESE TREES ARE CONSIDERED HERITAGE TREES f I I� f i 02CZx i IS .1 o Z .i O�G73 i Cf3 °� ! /" TAX LOT 0700 �( 1027,}� 0� D6(Jp t 2AX 707 (7.;C0 z0 co ( 11040. 1,3p#4 & I,O4SCHOOL c' i 10250 SW SCHOOL I 20 0 20 �_ ( i� z€' i 71CARf), OR 7 GRANT AVE i TIGARD, OR 9722..5 i PICAf27J, OPS 07a g P I P L�.� Ed II 23 I SCALE IN FEET I/ • •• •• •• • • • • • COPYRIGHT2017 • • • • • • • • • • • • mo document o en Instrument of swam end • D 0 W L e„and mmeim Wald only btl • • •• •• • • S • • Pe•miabn�oroseolMk dowmenlbllmited ••• • • •• • • • ,m®neee,m,dea enNMtura lc • • • • • • • •• L':..1.'Ile[el'ussn2i!:E 720 SW Washington Street,#750 I.V.STE.p,- Portland,Oregon 97205 7' d 971-280-8641 I41 • S • • •• •• •• • '-- -- • • • • • • • • • = i TRt-�•.,YNOR . • • ••• • • • • C" F. • • • • • • • ''., ORE'8 4' • •• ••• ••• ••• • 55/13/11 1,. EXPIRES 05/31/18 SeS• • • •• •• • • 0 .• • . .ofsI fE LANDSCAPE PLANT MATERIALS • lvega e • • • • • • • • ••• • • SYMBOL STREET TREES ITEM SIZE QTY. 11 1 1, t 108-EXISTING RED OAR ./ 11{; PREVIOUS LOCATION AERPEGRRBIASREUK MMAPLE 1.5"CAL. 6 architecture I I c B&B 1 1,.....--- iIIi'i t�44h])r OUTSIDE UTSIDE PROJECT A'RE�A REMOVED FOR PROPOSE—D DOSING XSTN-G 6 CHAIN UNK NK FENCE TO BEV REMOVED EMOVED i't"rrTrT/ '. 25107 107 ge nVe se e trail ail ro a d I4* i - SIDEWALK XTENSION. AND REPLACED AT THE END OF CONSTRUCTOR. CORNUS NUTTALLII'KN4�3' 1.5"CAL. 8 I„ S STARLIGHT DOGWOOD 8golden,0080401 1`,1 III 1 LANDSCAPE SETBACK t ` 303.872.0487 {l t TREES _ PROPERTY LINE f ,R ITEM SIZE QTY. mhltecture.com __-- 1, � 1 I ' ` VVVVVVV +VVVVVVV��VVVVVVVirVVVVOVV,VVVVVV` VVVVVVVVVVVVVVV•VVVVVVVVVVVVVVVVVVVV,UJaI I %414 %11,4•4,•-,•..-- pOV•VVVVVVVVVVVVVVV AVVVVVVVV” VVV V"VVVVVVVVV VVV' VVVVVV4 V VVVO ACER RUBRUM'OCTOBER GLORY' 1.5"CAL. 4 ry CV VVOO VVVVS`papa VVV •V D D V VOOV VVOV.sVVVVVVVvVVV V V O''VVlVVVVVV VVVVVV VVVVVV V V O O• •V 1 OCTOBER GLORY MAPLE B&B 1 . , :O .VV VVVVVVjVVV VVVV VVVV ( Am , � oW' 91 . .VVVVVVVS7VVVVVVp VVVVVV VVV•VVV filo8 "44 1 p ( � iP ppN 1t�, 7 p GINKGO BILOBA 1.5"CAL. 6( ,1> .p 0..OG ?�44 - / GINKGO B&B CCi8 ( I' V BO.'L i 1 V V�a4I ; \, � p p,T7i47rlTia If —_r — \ LANDSCAPE CONTRACTOR TO INSTALL EITHER: \ \. � ", _- \ )ONE GALLON SHRUBS . 1 W\ ALONG THE D-2 BUFFERTO THE WEST. O � I ICOVERED SOIL \ ' FGENNSYLVANICAREN ASH1:B&B 3 1 l/ � #-�yop— T+ EVERGREEN BUFFER SPECIES: I / EVERGREEN HUCKLEBERRY(VACCINUMOVATUM) r• , tom`\® TRASH_ ENCLOSURE 105-107 -�C // TALL OREGON GRAPE(MAHONIAAQUIFOILUM) �' ' :' BUSTING ASH TREES I� / :': / •�e , �.4 m B �I�4 �f _ OUTSIDE PROJECT AREA SHRUBS irFMSIZE QTY.•,; 0 :$41r`� TO BE PROTECTS il 1 i yamI3 DBH EACH OI 1 . �RI L .•, ,r T* ABELA X GRANDIFLO� 1 GAL. 17 f I � J , dZdGLOSSY ABELIA 5 O.C. E ► 4 / EXISTING 6"CHAIN LINK W /. i ` - ,- tt,, GAL. 30 s. , L / .,m FENCE 1o& O VED. CRIMSON PIGMY JAPANESE BARBERRY 70.C. CCI ? VI' 1F+31,,.444,40 �RIF / `0 _-, ^" ANEW FENCE WILL BE •f µ ®�. ` ❑ '14111011. • ' CONSTRUCTED THE PEND ERIOODF.CONSTRUCTION MISCANTHUS SINENSIS'LITTLE KITTEN' 1 GAL. LITTLE KITTEN MAIDEN GRASS 3'O.C. 7 �' } VACCINIUM OVA7UM 1 GAL. 4 U NI `�, � �' C: EVERGREEN HUCKLEBERRY 3'O.C. �,1 i 1 ( ® � I I4* „ d' • ." MAHONUAQUIFOLIUM TALL OREGON GRAPE 1 GAL. 3'O.C. 3 LI CV N _ / ) ~ ® ,�Y�I�0, Pl� i / � O � 9T� �' ROSESPECIALTY-,--- / 1-OI °:p° O© MAHONIA AQUIFOLIUM'COMPACTA' i GAL. COMPACT OREGON GRAPEHOLLY NANDINA DOMESTICACOMPACTA' COMPACT HEAVENLY BAMBOO 3'O.C. GAL. 30.Q 10 21 r UQ ./././Z/_/////i ) 2 n• rl4Ii RETAILSTORE / 4�i�®�9I�y��i wr �II a 4•�I, A �> /�i O t �I Tn N O` /! �" ! • \ IVp y, GROUNDCOVERS w vJ 7 I 444y - p YVj _-- SIZE QTY. ITEM I J rJ ��.� -1 1 V N Q t ! ,� F , , L ( /*+\ p MYS FRAGARIA CHILOENSIS 4'POT 7,284 SF h®..•°:�" • I II 1 f s ' .41$4 1 +�' I .s, / \ ✓ .._ COAST STRAWBERRY 2'O.C. 2,098 PLANTS ♦^ �_ 1 t �,O a , I a 1¢F�t `p p p ARCHTOSTAPHYLOS UVA-URSI 4'POT 6,180 SF v,T "`� t��v+�e0 ii I PROM SIGN V.`.ee- // \\ V KINNIKINICK 2'O.C. 1,780 PLANTS 1 ; I I i,�t, PYLON SIGN L 14/ \ 14�+' r t IA I 1 4 ;I �Q�v � - 4��(��4 i7 ��.y�• 4-�I �,�1 Ct00 y ✓ RUSH/SEDGE MIX ROOTED PLUGS 430 SF d,�`1r .II I 1 /. •:+e pi ri°I/�4..QQ-aT 8*III�I4i444 $ s0,i G mit**.. 1_ ;:_/1l1G 0000• 50%JUNCOS PATENS 1'O.C. 430 PLANTS 1"r"Y ..v, P A - .,R 4:4 �..:t S. 7c ;;2Ca .r. Ov;a„'a' ,'cis 06.20.2017 (- - -t I'� I F .4'2 'C.4r �y'��,�4'' 3rI 'd `I Ta-1��+ ♦ ->,"• 7^'''''''''''—C:-'"'--1----!!: LD r>ie 4s^a ;!,t,�,GO„i 'ry O 't�A!r 50%CARER OBNUPTA 21s EACH ( / 444 G��►�I4� 4,SI4� � �TCI�k,44i/P �I�, i ._ .- _.. --- PERMIT+CONSTRUCTOR I, // 9,! .G• V4Iy � .�I --I:c�'I � ilp0440'"'- jPp` Atailki 411111 Ili 4111111- k limp"imp ' 4 mom- a 1 -- --- -- — —........��.a.�..�� _, _i—._.. . ai_- ..—. _ -.-_:_-a=-':.::_;:;-----'=-,------ '"-"- • y ��_ruia�+•�w .� .__ �� Z'b .�... L a.. F /.-. _-w-- 'i:2R1�t I sssss,i,asa INSTALL IY LENGTHS OF18"HEIGHT ROOT BARRIER ........................�� a PANELS ON PAVED SIDES OF STREET TREE.INSTALL ? L` NPACIFIC HIGHWAY WEST(OR99W)/(SW PACIFIC HIGHWAY) ROOT BARRIER PANELS UNDER ROOT BALL WHEN °'"\ OVER-TOP OF EXISTING WATER LINE.IF WATER LINE _ N ~`,. IS ABANDONED OR NONEXISTENT,DO NOT INSTALL 0 SITE DISTANCE CLEAR AREAS PANELS UNDER STREET TREES.INSTALL ROOT NET SITE AREA=44,110 SF QI (TYPICAL SYMBOL) — BARRIER FOR THESE FOUR STREET TREES ONLY. IL, r__ _ LANDSCAPE AREA SUMMARY: \A REQUIRED UW DSCAPE AREA=6,817 SF(15%) PROPOSED LANDSCAPE AREA=10,490 SF(23.8%) I- PROPOSED PERIMETER LANDSCAPE AREA=8,825 SF re PROPOSED INTERIOR LANDSCAPE AREA=2,205 SF O lN lN LANDSCAPE =PLANTING PLAN E ,-if I PEG e 2 I 20 0 20 40 N CO SCALE IN FEET 2 E L1.1 11 • • •• •• • • • • •• COPYRIGHT 2p1] • • . • . • • . • • . • • BOWL TAa .document �en � 1 • • • •• • • • • • • PemJesbn fur use of tlJs daamm[ie limited Ili ‘.1% ', ' ••• • •• • • • • end can W extended only by vntlen til \ j\ 108-EXISTING RED OAK i • • • • • • • • •• • agreement alu ve9e amldbtluee lk I 14, •\ PREVIOUS LOCATION i • • • •• •• • •elk \•.n•:•'. •':1 1 01 ;: OUTSIDE PROJECT AREA t , '111 i i REMOVED FOR PROPOSED EXISTING 6 CHAIN LINK FENCE TO BE REMOVED 720 SW Washington Street,#750 1ST til I SIDEWALK EXTENSION. AND REPLACED AT THE END OF CONSTRUCTION. '''' i'110 +\ 1 Portland,Oregon 97205 �' 1 --_ LANDSCAPE SETBACK 971-280-8641 "-7A' i 111 li ,,.'...,,,,,,64t,•r 'w lb dhs 4I*l {t'*�' 'II'_ ♦ � , ••• ••• •• •• •• ••• - - �� .I n. I r . /-_ •-ak....404'4.. 1�Ake- ,•-•••,•,•,••,•- ✓,,,•., -•PERTY LI " ..4�4.� 5•�♦q�•4•>�� //��j,.s.Ate*�� __......_- ..-.,._• • • • • • • • • Tx[. a ,_{-.' w p XV-',,.a.sd�,., /.�.s ,,n*:,��.®a.s'I.1.. _ >��rl�%.t1�®®��Aerl�.t,Mame:G4lawR�_....b��! .YNOR I j .. ,.. Oi.'i'//I�!••,�/O�//!.I/O !I�i/ IOj�/j I%JO/r I'/ j�.;I I�/I�//i'�i I��I'/I r/%/I'/I i�I'�i/%/I!i'/I�/I'I�i�/i _„E ••-• • • • • C"' ti a \ 'J I/!I-!II/IILII/!///I�i��II//II///IIG! //O/%II I//VII II�!I %I I/I//I/! //!I/ z,Ir I//Irll/%j/! �Ii /.I/II II/I!/I SII!iI i � • • • • • • • y \ jl�ll//I/I/�I��I/Oj/,�.�✓////I//II//IIS a�..,�I///,�I/I///./I •/Oi./ii jI/ ///I�//-//////I��,. �I/JI/!I/IO I/%i•;9 iLI/!///QI/%/// ,/i��j W• •• ••• ••• •• •• • li /li/i/i.!i/i/! �<v/O//ir moi,!/i/ice 0!!!!i!o/i i�i ,1;"-e; i/i/li/i/!ii lr/i/i//i/i!b!i'i�i/i//i�i Gi' �i�i/i!/i�i/i//i,;i %!!i✓/: z 2,O ORE t wry \ ,;.r/!i//!.O//i i,;o!s/i o/.�/ii✓/ •,..,�o/p/r,,✓/• /� .,/ i!p/�//i%!p//r//•,,�i�i/!'/�/p! G//i!!s 0/!i//i,�,,•,•,//0�.;/ d / / ti \ v!i/i O/4//i!i!;! �i pi/i/i Vii,!i�i pi/�i/i!i piGi /i/i/!/i /i /%s !� / r/ i.....›://! / !i//!/ v/or! DS t a 1 l j..,,2:/ir/,.�,, ,...4 ,-,„i,olii/r./�_/..•i..,_iVii.!/ii.,.o!i ...A !,!,i,/.!ii/.-i./i,,,,/ .t,i�iiili�i,... I.Vii.!/i.A...�i.!i�!/Go.,.!i/�//ice,.i C`�1'E Ag��' s v � . ONSITE LANDSCAPE PLANT MATERIALS ;t' �►r v +% ®�,� rte ;®��e:Qt 3�� ®. � V 1� ® ��1��®�� < '�#' !i�ir�i//i•,� '.#/01/3'4: y 4 °,0'4', ..ki ��4.%.1t��4 �>) 40,0;/;.t,` *40..`!41&44®® �°-0' ''V®® ► �,®41#044dI®orb. 'V e�ltt, I�/�"1, ••• ••• • • ••• •• SYMBOL STREET TREES EXPIRES 05J31/18 'r%�/��; �4► �� 5�g "� ,�� '14,•:1,'•-1.44,01•6'.V6'�►a►�®�$1.-4Ap0�e��1` i?�4Er.�r'd> E �4� #dii!/i i' • • Ir�A srzE QrY. l i -- - \ LANDSCAPE CONTRACTORT0INSTALLEHUBS 4�`+ x®t3..,°, ", ��®/>/�/j /.�v • ACER 1.5'CAL. 6 • • I j r s .- \ 40 FIVE GAU.ON OR(80)ONE GALLON SHRUBS ...,-,-•.,7--- ♦s .` I_ ♦8f A✓ //�'•�'1 PAPERBARK MAPLE BAR a - \ 1 ) ot�'y♦ gyp.,. s �� /aa�'��' ••• • • • • • ALONG THE Q2 BUFFER TO THE WEST. Y,> ®,‘ '+� �li//��``\, CORNUS KOUSAx C.NUTTAW/'KN4-43' 1.5'CAL 8 I vega r 1 _ \ COVERED SOIL v, //, ,, / �° , ,# EVERGREEN BUFFER SPECIES: TRASH ENCLOSURE `' ./ .�'�t. STARLIGHT DOGWOOD BSB �II / EVERGREEN HUCKLEBERRY(VACGNIUM OVATUM) r4..A. l '®, / p�.4f�* 105107architecture Ilc 1 jt.,_::;T„...,_ 1 i/ TALL OREGON GRAPE(MAHOMA AQUIWILUM) I "1 6a � �I� �I �') a �/> \ /p/.D$+.y iTMTTns�f• - /VEXISTING ASH TREES TREES5107geneseetr (road / �I,/ ///! ,+�w TEM SIZE Q Y. 2 al1 I ``t 4t`. 'H•'r, "�j� �T`�P II. � q /� -4,r4,-.' �•� OUTSIDE PROJECT AREA _� *q ^:q. 43,//�/ .A '� ;/� . TO BE PROTECTED gCERRUBRUM'OCTOBERGLORY' 1.5'CAL. 4 9Glden,co80401 ! ( / /� ,I, //�// _" + ;• \�� 3'DBH EACH OCTOBER GLORY MAPLE B80 / • /i d� ♦��i'� vegaarchiitecture.com ! / �► ��ii/G�� e hiss ►�•. . 111 g �I�II.//I!( , \�A %/� ,<,I, EXLSTING 6'CHAIN LINK /111 (Ii s/ en I!I/ I •.' 1, ,-t.. FENCE TO BE REMOVED. � �� j�I�I..'/q�`f 0210 4 j:yI A NEW FENCE WILL BEGINKGOB/LOBA1.5'CAL. 8 (� •�� \. 1� ;� r•a. �'/�J�'�� CONSTRUCTED AT THE GINKGO BSB. II q1® / : !®-'� �O �• END OF CONSTRUCTION / .��®/i�4j � ^ ��®®` i �\��PERIOD. / 04,4 ✓( !� PROPOStYJPEC ` • p/ GE � •� / CC W /./ - ® •I!r FRAXINUSPENNSYLVANICA 1.5"CAL 3 r:. Q ,V/ �✓ < 9® /� � GREEN ASH BSB / mus a i/Lo /ii �#i �1," Oi,, 4;, SIALTY -, ® * 404LU . , 1. ►-• X4 ®. 4 0/i O 1 . / RETAIL STORE L .�zl oval II V ►��Ii �..4,, �.,, I �® ny1 �„4 /' x,4 ' f � , 2. ®�r -+ � / i 1'1 I s/%'✓� �//ll/� PROPOSED I '1 // vv ,� TREE CANOPY COVER SUMMARY: CC 1.0 PVL SIGN j :/ v � / I I 7 s1% i y�� '�/'/* . I ! .. ." / .•�/�//�" /�� ,+*j �// 'O S /��"'yJ' +�1,,,,''J[II QUALIP(ING MATURE CANOPY COVER IN PARKING AREA 7,910 SF M ,! 1/41K/;1L. 'q//Iy/hi/I//I/% / /�?/ r!I /I /!/ � /!��'I� ab• - �p - cNi i( ,u f .. g ?' .,•.i�4.��r✓�`C.♦.,�7.��t. �. j I � �A•i ...,:i.,,,:,!.,, /..ID.1 ,i..: y" ." /%I." '"„#+..r74 ' `,`"i. INDIVIDUAL TREE MATURE CANOPY OUTLINE N = 1 -- "F-s> I 'Wt.- =1;;s�.�.�1B,imam,,---_s�,s TOTAL(ON AND OFF SITE)CANOPY COVERAGE 23,485 SF - _-i �•s ��,.,�,sssi.• INSTALL 17 LENGTHS OF 18"HEIGHT ROOT BARRIER O\ O PANELS ON PAVED SIDES OF STREET TREE.INSTALL L-..-- ,. PACIFIC HIGHWAY WEST(OR99W)/(SW PACIFIC HIGHWAY) ROOT BARRIER PANELS UNDER ROOTBALLWHEN PARKING LOT PAVED AREA: 23,796sF w 0 OVER-TOP OF EXISTING WATER LINE.IF WATER LINE REQUIRED MINIMUM%CANOPY COVER: 30%(7,138 SF) T SITE DISTANCE CLEAR AREAS IS ABANDONED OR NONEXISTENT,DO NOT INSTALL In Ce SITE(TYPICALSTANCESYMBOL) PANELS UNDER STREET TREES. TOTAL QUALIFYING MATURE TREE CANOPY AREA.:7,966 SF ams O (NI Q _ar - -' 1.,---=,"_,.-- ----,,-.,,--------:-..,---,- _- _- - -_ - ..- -..._ �_. PROPOSEDO IREcTL COVER KING AREA) 335 .- - - -_ _�,�;..;w-.:.�.-- - % F % (I) ---------'- 06.20.2017 TREE CANOPY AND SOIL VOLUME TABLE SOIL VOLUME SUMMARY: PERMIT*CONSTRUCTION OPENILCOVEREDILVOLTOTAL %RKCANOPYNGOVER AREA PARKING jj%- OPEN SOIL VOLUME.13,940 SF TREE# SPECIES SOIL VOLUME SOIL VOLUME SOIL VOLUME AVG.MATURE CANOPY PARKING LOT PARKING LOT 105 ASH(OFFSITE) N/A N/A N/A 8'SPREAD/50 SQ.FT. N/A N/A 106 ASH(OFFSITE) WA N/A N/A 8'SPREAD/50 SQ.FT. N/A N/A 107 ASH(OFFSITE) N/A N/A N/A 8'SPREAD/50 SQ.FT. N/A N/A 108" RED OAK(OFF-SITE) N/A /A N/A 16'SPREAD/201 SQ.FT. WA N/A 109 GINKGO 1,654 CU.FT. 1,654 CU.FT. 45'SPREAD/1,590 SQ.FT. 33.3% 529 SQ.FT. COVERED SOIL VOLUME:430 SF m 110 GINKGO 1,654 CU.FT. 1,854 CU.FT. 45'SPREAD/1,590 SQ.FT. 33.3% 529 SD.FT. v 111 GINKGO 1,654 CU.FT. 1,654 CU.FT. 45'SPREAD/1,590 SQ.FT. 29.8% 474 SQ.FT. \ 112 OCT.GLORY MAPLE 225 CU.FT. 25 CU.FT. 850 CU.FT. 40'SPREAD/1,257 SQ.FT. 67.1% 844 SQ.FT. FOLLOW SOIL VOLUME STANDARDS SET FORTH IN THE 113 GINKGO 1,654 CU.FT. 1,654 CU.FT. 45'SPREAD/1,590 SQ.FT. 33.3% 529 SQ.FT. CITY OF TIGARD URBAN FORESTRY MANUAL. 0 114 GINKGO 1,654 CU.FT. 1,654 CU.FT. 45'SPREAD/1,590 SQ.FT. 33.3% 529 SQ.FT. - N U 115 GINKGO 1,654 CU.FT. 1,654 CU.FT. 45'SPREAD/1,590 SQ.FT. 33.2% 469 SQ.FT. QI 116 OCT.GLORY MAPLE 1,654 CU.FT. 1,654 CU.FT. 40'SPREAD/1,257 SQ.FT. 39.5% 496 SQ.FT. ce 117 GREEN ASH 1,654 CU.FT. 1,854 CU.FT. 40'SPREAD/1,257 SQ.FT. 38.2% 465 SQ.FT. W 118 GREEN ASH 1,654 CU.FT. 1,654 CU.FT. 40'SPREAD/1,257 SQ.FT. 44.2% 535 SQ.FT. I,Morgan Nolen,attest that this Tree Canopy Site Plan meets the requirements in N 119 GREEN ASH 1,654 CU.FT. 1,654 CU.FT. 40'SPREAD/1,257 SQ.FT. 43.6% 538 SQ.FT. Section 10,part 2,of the City of Tigard Urban Forestry Manual. Q 120 PAPERBARK MAPLE 348 CU.FT. 60 CU.FT. 1,008 CU.FT. 20'SPREAD 1314 SQ.FT 65.0% 204 SQ.FT. 2 121 OCT.GLORY MAPLE 494 CU.FT. 494 CU.FT. 40'SPREAD/1,257 SQ.FT. 67.6% 850 SQ.FT. 0 122 OCT.GLORY MAPLE 240 CU.FT. 240 CU.FT. 40'SPREAD/1,257 SQ.FT. 77.6% 975 SQ.FT. F- 123 STARLIGHT DOGWOOD 1,566 CU.FT. 1,566 CU.FT. 25'SPREAD/491 SQ.FT. N/A N/A D-' 124 STARLIGHT DOGWOOD 1,566 CU.FT. 1,566 CU.FT. 25'SPREAD/491 SQ.FT. N/A N/A Morgan Helen O 125 STARLIGHT DOGWOOD 1,566 CU.FT. 1,566 CU.FT. 25'SPREAD/491 SQ.FT. N/A N/A ISA Board Certified Master Arborist,PN-6145B 126 STARLIGHT DOGWOOD 1,566 CU.FT. 1,566 CU.FT. 25'SPREAD/491 SQ.FT. N/A N/A ISA Tree Risk Assessor Qualified O 127 STARLIGHT DOGWOOD 4,360 CU.FT. 4,380 CU.FT. 25'SPREAD/491 SQ.FT. N/A N/A Date: CV 128 STARLIGHT DOGWOOD 4,360 CU.FT. 4,360 CU.FT. 25'SPREAD/491 SQ.FT. N/A N/A TREE CANOPY li 129 STARLIGHT DOGWOOD 4,360 CU.FT. 4,360 CU.FT. 25'SPREAD/491 SQ.FT. N/A N/A 130 STARLIGHT DOGWOOD 4,360 CU.FT. 4,360 CU.FT. 25'SPREAD/491 SQ.FT. WA N/A THE PROPERTY IS LOCATED IN TAX MAP 2S 10000,TAX LOT 200 m SITE PLAN CO 131 PAPERBARKx MAPLE 282 CU.FT. 282 CU.FT. 20'SPREAD/314 SQ.FT. N/A N/A M 132 PAPERBARK MAPLE 531 CU.FT. 531 CU.FT. 20'SPREAD/314 SQ.Fr N/A N/A THE PROPERTY IS LOCATED IN THE SOUTHWEST ONE-QUARTER Of SECTION 2,TOWNSHIP 2 SOUTH, m 133 PAPERBARK MAPLE 531 CU.FT. 531 CU.FT. 20'SPREAD/314 SQ.FT. WA N/A RANGE 1 wEsr,OF THE WILLAMETTE MFRIDIMI,CITU OF nGARo,wASMnvoroN COUNTY,OREGON PEG - 134 PAPERBARK MAPLE 531 CU.FT. 531 CU.FT. 20'SPREAD/314 SQ.FT. N/A N/A /L 4 I N 135 PAPERBARK MAPLE 531 CU.FT. 531 CU.FT. 20'SPREAD/314 SQ.FT. N/A N/A U n E OTAL QUALIFYING MATURE CANOPY AREA DIRECTLY OVER THE PARKING LOT SURFACE=7,966 SQ.FT. L I (SUM OF CANOPY AREA OVER PARKING LOT) n y m "TREE 108 REMOVED AFTER INITIAL DESIGN DEVELOPMENT SUBMITTAL.TREE IS IN CONFLICT WITH 20 0 20 40 N SW SCHOOL STREET SIDEWALK EXTENSION. CO SCALE IN FEET Fli L1.2 • •• •• •• • • Y • •• COPYRIGHT 2017 • • • • • • • • • • • • • • This document u Instrument Insment of sent..a. • • ••• ••• • • • • • • D El W L 6P sidn a�atuo m�tlowd,o�n Ar'' ••• • • •• • • • • and can bea ta.ed only byedroan GROUNDCOVER PLANT: • • • • • • • • • • agreement alM woe architecture I. • • • • • • • •• .. REFER TO LEGEND FOR SPECIES • 1•.•a1y1•Aar•P.'I III•T.I�,1 O.C. TT----7 720 SW Washington Street,#750 GIS TEEz, p SPACING /► I'I HARDSCAPE ELEMENT Portland,Oregon 97205 '¢�' h jj �/ �/ I I CURB/SIDEWALK ! •• •• • •• 971-280-8641 '74:' ••• _ _ • • •••• • •• •••• •• • I I;. • • • • • • •• •• • •• 7'ftl� :.YNOR �� • PACINq I • • ••• • • 4RE...,ST ,�.� CI v I -?� • •• ••• ••• ••• • 'd O REFER •TO LEGEND FOR SPECIES ,s1 E13/111..SSs. O.C. I I ili SHRUB ROOTBALL �qS,SPACING IT__-�I 3"MULCH LAVER F;XPTRES 08/37/18 04,4) H X./i4.74:00•X4. .y.,!:-.47.4,io: Vv' FINISH TOPSOIL GRADE S• • • - C _I- TOPSOIL:AMEND TOPSOIL PER LAB • • ••• ••• •• f • O -IL ANALYSISIORO AND NTOPSOIL T LIZER. • • jvega-I I; 11- PRIOR TO ADDING FERTILIZER. • ••• • / '� 3"MULCH LAYER III / /�i/i�-';'... I I k Ell 1 SCARIFY AND RE-COMPACT TO 4"HT. • FINISH " "'t"""' 1"LIP I I I=I I EI I EI I EI I�I I EI I E I{k EXISTING SUBGRADE TOPSOIL ''-ate �� .'"'" x+2:4* a'.5(4 =_ HARDSCAPE ELEMENT architecture Ilc GRADE CURB/SIDEWALK 2x ROOTBALL GROUNDCOVER PLANT: REMOVE CONTAINER FROM PLANT AND 25107 geneses trail road 2"MIN. TOPSOIL: REFER TO LEGEND FOR SPECIES SCORE ROOTBALLS TO LOOSEN ANY ROOT golden,co 80401 ` IS11 I I- E„ -"I-� AMEND TOPSOIL PER LAB BOUND MATERIAL PRIOR TO INSTALLATION. E I I-I��I EIII I I-I I I-I I E I EI I C. ANALYSIS AND TOPSOIL NOTES 303.872.0487 II-111 -111-111-111-11 PRIOR TO ADDING FERTILIZER. vegaarchitecture.com EXISTING SUBGRADE ALL GROUND COVER SHALL BE PLANTED AT LOCATE GROUND COVER ONE HALF OF SPECIFIED EQUAL TRIANGULAR SPACING PER ON CENTER SPACING DISTANCE FROM ANY CURB,SIDEWALK,OR SPACING AS SPECIFIED ON PLANTING PLAN. OTHER HARDSCAPE SURFACE,UNLESS OTHERWISE NOTED. `1 GROUNDCOVER SPACING/PLANTING NOT TO SCALE �� SHRUB PLANTING NOT TO SCALE CETREE INSTALLATION STEPS: 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A NUMBER IN THE BASE BID TO FURNISH AND INSTALL AMENDED TOPSOIL IN ALL LANDSCAPE BEDS AND SEEDED AREAS AS SPECIFIED BELOW UNLESS 1.WHILE TREE IS OUT OF THE HOLE: OTHERWISE NOTED.AMENDED TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZERS,ORGANIC AND INORGANIC AMENDMENTS,BASED ON INDUSTRY STANDARDS FOR EXCEPTIONAL PLANT DEVELOPMENT. W • REMOVE WIRE BASKET COMPLETELY. • SCARIFY ALL PLANTING AREA SUBGRADE TO A DEPTH OF 6".INSTALL 8 TILL IN 2"LAYER OF AMENDED TOPSOIL INTO SCARIFIED SUBGRADE AND RE-COMPACT TO 95%. • LOOSEN TWINE FROM ROOTBALL AND • PROVIDE MIN.18"DEPTH AMENDED TOPSOIL IN ALL TREE/SHRUB PLANTING AREAS. REMOVE COMPLETELY. PROVIDE MIN.18"DEPTH AMENDED TOPSOIL IN ALL PLANTER ISLANDS PLUS TOPSOIL MOUNDING REQUIREMENT.REFER TO DETAIL 5/L3.0 FOR TOPSOIL MOUNDING. v',` r 2.PLACE TREE IN HOLE. 2. UPON BEING AWARDED THE CONTRACT,THE GENERAL CONTRACTOR SHALL COORDINATE WITH A STATE LICENSED SOIL LABORATORY AND THE LANDSCAPE ARCHITECT,TO DETERMINE THE SUITABILITY AND AVAILABIUTY - r � 3.UNFOLD BURLAP AND CUT AWAY OF THE EXISTING SITE TOPSOIL,THE CONTRACTOR SHALL SEND THE TOPSOIL TO A SOIL LABORATORY FOR ANALYSIS STATING THAT THE TOPSOIL BE ANALYZED FORA LANDSCAPE CROP.AFTER RECEIVING �T „(1(„,'-' _ 1�1...,,,""" ,,,,,, C II AT LEAST 3/4 OF BURLAP. RECOMMENDATIONS FROM THE SOILS EXPERT FORWARD A COPY TO THE OWNERS REPRESENTATIVE AT WHICH TIME A DECISION WILL BE MADE BY THE OWNER AS TO WHETHER OR NOT THE EXISTING ON-SITE "'7'_ 4.i* �`; 1 4.BACKFILL TREE ROOTBALL STOCKPILEPILSWILL USED FOR THE RT. M w!APPROVED AMENDED TOPSOIL. 3. TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT LEAST 4 INCHES DEEP.DO NOT OBTAIN FROM BOGS OR MARSHES.IMPORTED TOPSOIL TO COMPLY WITH ASTM D 5268, MULTI-STEM TREE: DECIDUOUS TREE: WITH A PH RANGE OF 5.5 TO 7.0,FREE OF STONES 1 INCH OR LARGER IN ANY DIMENSION,AND ANY OTHER EXTRANEOUS MATERIALS(ROCKS,STICKS,RUBBISH,SOD)HARMFUL TO PLANT GROWTH.AN ADDITIONAL SOILS ',6 REFER TO LEGEND FOR SPECIES REFER TO LEGEND FOR SPECIES ANALYSIS WILL BE REQUIRED FOR THE IMPORTED TOPSOIL. _M/"1 ''•' �� 4. AMENDED IMPORTED TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZER AND AMENDMENTS PER THE SOIL ANALYSIS RECOMMENDATIONS.TOPSOIL ANALYSIS SHALL STATE ORGANIC MATTER,INORGANIC MATTER(SILT,Y 1 + CLAY AND SAND),DELETERIOUS MATERIAL,PH,MINERAL AND PLANT-NUTRIENT CONTENT.IN ADDITION THE REPORT SHALL ALSO STATE RECOMMENDED QUANTITIES(BY PERCENTAGE OF WEIGHT'I.E.2 LBS OF 1515-15 � ADJUSTABLE PLASTIC GUY-WIRE I PER 7000SF)OF NITROGEN,PHOSPHORUS AND POTASH,NUTRIENTS AND ANY LIMESTONE,ALUMINUM SULFATE,OR OTHER SOIL AMENDMENTS TO BE ADDED TO PRODUCE A SATISFACTORY AMENDED TOPSOIL.FURNISH cc�r/1."\I' ' ' REPORT AND RECOMMENDATIONS TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 DAYS PRIOR TO MOBILIZATION. i ' ` 5. IN ADDITION TO THE SOILS ANALYSIS RECOMMENDATIONS THE LANDSCAPE CONTRACTOR SHALL ADD Al INCH LAYER OF APPROVED COMPOST HUMUS MATERIAL IN ALL TREE AND SHRUB PLANTING AREAS AND TREE (2)2"WOODEN STAKE,DRIVEN A WELLS.SUBMIT CUT SHEET OF COMPOST MATERULL TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL PRIOR TO PURCHASE. (2)2"x ti'WOODEN STAKE,DRIVEN MINIMUM OF 18'INTO EXISTING 6. PRIOR TO PLACEMENT OF TOPSOIL SCARIFY AND LOOSEN SUBGRADE OF PLANTING BED AREA TOA MINIMUM DEPTH OF 6 INCHES.REMOVE STONES LARGER THAN 1"IN ANY DIMENSION IN TREE/SHRUB PLANTING AREAS V A MINIMUM OF iB'INTO EXISTING UNDISTURBED SUBGRADE SOIL. AND 12"IN ALL LAWN AREAS,AND STICKS,ROOTS,RUBBISH AND OTHER EXTRANEOUS MATERIALS.REMOVE WEEDS FROM EXISTING SUBGRADE AND TREAT WITH NECESSARY HERBICIDE TO PREVENT WEED GROWTH. I - 1 I'+ UNDISTURBED SUBGRADE SOIL. 1/2 TREE HT. -IIII SPREAD HALF OF THE AMENDED TOPSOIL MIXTURE AND WORK INTO TOP OF LOOSEN SUBGRADE TO CREATE A TRANSITION LAYER.PLACE REMAINING HALF OF THE TOPSOIL TO THE DEPTH REQUIRED TO MEET +l I I -ADJUSTABLE PLASTIC GUY-WIRE THICKNESS,GRADES AND ELEVATIONS SHOWN,AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. !, N ``+I TREE ROOTBALL TREE ROOTBALL 7. WITHIN TREE WELLS,REMOVE EXISTING SOIL AND OTHER DEBRIS,TO A MINIMUM DEPTH OF 1B"AND REPLACE WITH AMENDED TOPSOIL.ADD ADDITIONAL SOIL AS REQUIRED PER CITY DETAILS AND NOTES. V 3"MULCH LAYER 3"MULCH LAYER 8. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT,SHIPPING TICKETS FOR IMPORTED TOPSOIL AND COMPOST MATERIAL,60 DAYS PRIOR TO INSTALLATION FOR REVIEW AND WRITTEN APPROVAL. Ll N L 1N ..-N):4N�093:4�:a'4.. • - wi//S�O f c :ill i!•�I'We., . .i:.11..tI U 1_ FINISH TOPSOIL GRADE 11NW -'46'- 1 FINISH TOPSOIL GRADE Q -I -I I TOPSOIL:AMEND TOPSOIL PER LAB ROOTBALL I I i. `I I TOPSOIL AMEND TOPSOIL PER LAB CD TOPSOIL NOTES - Icr Q IIIIII -I I - ANALYSIS AND TOPSOIL NOTES DEpTM I I�I ANALYSIS AND TOPSOIL NOTESJ a O" I �=I I I=� PRIORTOADDfNGFERTILI . ,'M I I PRIOR TO ADDING FERTILIZER. iB MIN.-III-III _// 4�/�_IIII�. ._ __ l /' p4.ii,_�,-._ -I I-111"-E11- 1 SCARIFY AND RE-COMPACT TO 4"HT. i�!i///j� i///,i%.T SCARIFY AND RE-COMPACT TO 4'HT. ,I 111=1=111-=1 I I I III-III-I I IJ I f�I I�I� I. EXISTING SUBGRADE �i �Xr i� - EXISTING SUBGRADE 1 WHETHER CONTRACTOR ONITHE PLANS OR NOT.THE CONTRACTOR SHALFY WITH OWNER AND UTILRY COMPANIES L UTOILfiY PROTECTION SERVICE 72NS OF ALL UTILITIES PRIOR 0 OURS PRIORIOTO CONSTRUCTION.N,TO DETERMINE THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, Ill Q I` I r L/�L/ 18'MIN. _ 2. CONTRACTOR SHALL EXAMINE FINISH SURFACE,GRADES,TOPSOIL QUALITY AND DEPTH.DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.VERIFY LIMITS OF WORK BEFORE STARTING. N ce 2 X ROOTBALL I� I I I- 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO THE LANDSCAPE ARCHITECT. Q REMOVE CONTAINER FROM PLANT AND r - SCORE ROOTBALLS TO LOOSEN ANY ROOT III 11-i -= 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A 3"LAYER OF BARK MULCH BED,UNLESS NOTED OTHERWISE. ^ co 0 BOUND MATERIAL PRIOR TO INSTALLATION. / 2 x ROOTBALL / 5. BED EDGE TO BE NO LESS THAN 12"AND NO MORE THAN 18.FROM OUTER EDGE OF PLANT MATERIAL BRANCHING.WHERE GROUND-COVER OCCURS,PLANT TO LIMITS OF AREA AS SHOWN. 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS. 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL PLANTING AREAS PRIOR TO PLANTING,TO PROVIDE ASMOOTH SURFACE,FREE OF IRREGULARITIES(BUMPS OR DEPRESSIONS)&EXTRANEOUS MATERIAL OR DEBRIS. MULTI-STEM TREE/SHRUB PLANTING NOT TO SCALE 4, DECIDUOUS TREE PLANTING NOT TO SCALE 8. QUANTITIES ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR BID QUANTITIES AS INDICATED ON THE PLANS.IF THERE IS A DISCREPANCY 06.20.2017 BETWEEN THE NUMBER IN THE PLANT LEGEND AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN,THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. 9. COORDINATE PLANTING INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. PERMIT•CONSTRUCTION 10. CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT.EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS INDICATED 3"MULCH IN THE TREE PROTECTION PLANS. "U">` TOPSOIL 11. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES,NOTIFY LANDSCAPE ARCHITECT TO ADJUST TREE LOCATIONS. -(r"! -4,,,,.. 12. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND ACKNOWLEDGEMENT THAT ALL PUNCH LIST ITEMS HAVE BEEN COMPLETED BY THE CONTRACTOR 1,0).....-,.,„0.„ 1" _ MAINTAIN TREES,SHRUBS,LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE,WHICHEVER IS LONGER.WARRANTY ALL FOUNDATION PLANTINGS AND LAWN AREAS FOR _I�r17) v-�i "} - ONE YEAR,AND ALL WATER QUALITY FACILITY PLANTINGS FORA PERIOD OF 2 YEARS FROM THE DATE OF ACCEPTANCE. Y I `','�"�''-"`' 13. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. -) I,��i' '%IP TOP OF BARK MULCH 14. PROVIDE 1'LAYER OF COMPOST IN TREE AND SHRUB BEDS.TILL COMPOST IN TO AMENDED TOPSOIL PRIOR TO TREE AND SHRUB PLANTING.INCORPORATE ANY SLOW RELEASE FERTILIZERS TO THE TOP 4 INCHES OF TOPSOIL. �I SS TO BE 1"BELOW 15. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT 90 DAYS PRIOR TO INSTALLATION.PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN v BACK OF CURB. APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER.THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH i PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. 0.1 V 4'(/ NOTE"A": . 16. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL IN THE SIZE SPECIFIED ON PLAN PRIOR TO INSTALLATION.IN THE EVENT THE PLANT MATERIAL IS NOT AVAILABLE IN THE SIZE SPECIFIED,THE LANDSCAPE MOUNDING HEIGHT CONTRACTOR SHALL SUBMIT TO THE OWNERS'REPRESENTATIVE,AND THE LANDSCAPE ARCHITECT,A WRITTEN ESTIMATE TO INCREASE PLANT MATERAIL(AND INSTALL)THE NEXT AVAILABLE CONTAINER SIZE PLANT(I.E.4" till VARIESBASEDONPLANTERPOT TO ONE GALLON CONTAINER,2"CALIPER TREE TO 2.5"CALIPER). WIDTH AS FOLLOWS: 17. CONTRACTORSHALLBERESPONSIBLETOIMPLEMENTBESTMANAGEMENTPRACTICESTOSTABILIZEALLSLOPES3:7 ORGREATERANDPREVEN7EROSIONORMOVEMENT OFSOILFROM SLOPES.THIS COULD INCLUDE, Wh- I INSIDE MOUNDING BUT NOT LIMITED TO,EROSION CONTROL FABRIC,STAKING,NETTING,AND STRAW WATTLES.SUBMIT METHOD OF SLOPE STABILIZATION TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 DAYS PRIOR (.0 PLANTER HEIGHT TO IMPLEMENTATION. WIDTH 1g PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT,IN WRITING,IF THEY BELIEVE ANY OF THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAV NOT BE C� _ 34' 3• SUITABLE FOR THE SITE OR MAV DIE.SUBSTIMION REQUESTS MAYBE GRANTED BV THE LANDSCAPE ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.IF NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE ARCHITECT ALL PLANTING WHICH FAILS TO GROW(EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS DETERMINED BY THE 5-9' 6" OWNER,NEGLECT OR VANDALISM)SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 10-20' 9" 19. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING,WHEN CONDITIONS DETRIMENTAL TO PLANT GROW HARE ENCOUNTERED,SUCH AS RUBBLE FILL,POOR PLANTING SOIL,ADVERSE DRAINAGE CONDITIONS,OR OBSTRUCTIONS,PRIOR TO PLANTING. 20. PLANTING RESTRICTIONS: u1U PLANTING IS NOT PERMITTED DURING THE FOLLOWING CONDITIONS,UNLESS OTHERWISE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. PLANTING DETAILS a"j•• p�a� A.COLD WEATHER:LESS THAN 32 DEGREES FAHRENHEIT. a!j O p�•�I•j VARIES SEE NOTE'A'ABOVE B.HOT WEATHER:GREATER THAN 90 DEGREES FAHRENHEIT. (J)o -�----y� G��i� t• C.WET WEATHER:HEAVY RAINS AND/OR SATURATED SOILS. AND NOTES Ell I I n D.WINDY WEATHER:WIND VELOCITIES GREATER THAN 20 M.P.H. I-I-. 21. PROPOSED PLANTING SHALL BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WHERE INDICATED.ALL OTHER PLANTING AREAS WILL BE SERVICED BY HOSE m m Ell „,-4:r III-i,, OR WATER TRUCK. _ ��%/AI�i�. ' PEG "I I-- I I 22. DO NOT LOCATE TREES IN EASEMENTS. Chl E I-I I-I I-I I 1=11 I- I-II I I-I 1- 23. SEE CIVIL PLANS FOR EXISTING TREES TO REMAIN ON SITE. I-II I-I I-I-I I-I-I I=I I 1-I II I-I-EI EllEll I-I 24. ALL PLANTS MUST COMPLY TO THE AMERICAN STANDARD FOR NURSERY STOCK.THOSE THAT DO NOT WILL BE REJECTED.CALIPER TREES SHALL BRANCH AT 8'HT.,UNLESS APPROVED I w W 1I 1 1-I i I-I 1I 11-1 I,-I 1- BY THE LANDSCAPE ARCHITECT. rc CO mC SOIL MOUNDING: ISLANDS AND PERIMETER NOT TO SCALE LANDSCAPE PLANTING NOTES L1.3 • •• •• •• • • • • •• COPYRIGHT 2017 '♦ ♦ • • • • ♦ ♦ ♦ • • • • • GIs document®an instrument d orvice.a,tl • • •• •• • • • • • • pCIWL Psuch,ream.�aefor ae the eA ••• • • •• • • • • and can he extended • • • • • • • • • • agreement=4.1.0a aMw roacrelk • • • • • •• L `.`11a2.1'.'ItIL.o.I'/ mm ""/'('' t,� it o it • *- 720 SW Washington Street,#750TSTta' Portland,Oregon 97205 �d l f 11""\_ i--(~r-r (-'� f'`f0 f-f„v-WEATHER SENSOR • 971-280-8641 `ry ----- s _ * ......._mss a�.,J _ _, J.PROPERTY LINE �..,..... ,-.P (C;..2,,,,, - •,-....- -- _-.. ••• ••• • • • ••: • • I '� e1P A ��.�.� .�.� T,, _._._ _ x • •• •: 'TRS� .;YNOR S )f v r� . r� • ••• • • • •♦ e `,,. `'` '- ' mom' . - Z. A • • • • • • • 'Y U a ) I :.__ (� Q4 1.4 1.4,' I'•4 IN 1'J • •• ••• •• oR.E` e: { _ _ _.. I ..... 1\ S /11f11 IT] , J �� j I J A�G4 t c'o I ".� I .,,.i y I t .`-�" ��- 1 8XP17iss 05/31/1.0 J //;='?r I i I I '--'� ' fes' _X\o •_f ,t a • •w• • s •• •• 3I > s , -•_ i L`f ' CONTROLLER �\ f'-"^ • • Tjvega / • • '' I w I 'I' • ••• • • / . . n .__ . • • a :7 I) i.,,, I. architecture Ilc A I YFPKCOP r'."�' t v j I SYMBOL TI Y AND LEGEND DY �LLONSPERMINUTEgolden, B�� Iroad / H v��<(• NL Ili I.,'. '-r 4_1u.) 1 �- i ONNOM MATERIALS P.S.I.Ps.l. RADI s 25107gla�nesee IRRIGATION trail 1 v 3pcKF aW ® II I = t yt O�1 I. W / n .ex MP ROTATOR ON PROS-Loc-PRS40CV SPRAY HEAD' mr zta•aro• ao=2tm 303.872.0487 II I 'I Z' ) 9 HUNTERMP1000 OLIVE=Das LTewE=o.4e Mnx005=0.05 40 14' Vegaarchitecture.com 0.. .... . . ....I ;, 00 HUNTERMP2000 RED127 GREEN=085 MACK=0.88 40 20i �I� } '▪ 'I, I. ,,. - II ✓; t WJ HUNTER MP3000 GRAY=3.15 YELLOW=z.a7 BLUE=212 40 30' ✓ I I + �® i "I�� ✓�'�� xd'� �ef HUNTER MP3500 LT BROWN=329 40 35' 1 HUNTER MPLCS515,MPRCS515 LEFrsTRIP:NORM RIGHT STRIP:COPPER=.22 40 5X15' Iy a ''S, II OI ALL it ® HUNTER MPSS530 SIDE S7RIP BROWN=Gal 40 5X30' ✓ t� • = P },\\ J+ © HUNTER MPCORNER 48.105,GROUSE=0.45 40 14' �{ I I� - '" "`' • -' PROPOSED SPECIALTY :I `"� '��. ! HUNTER SHORT RANGEMPe00SR-90 00•NP'ORANGE=0.0 40 10' CIC f !l' 0 I • ! RETAIL STORE .`4 `/ \ i - _ f -/IST ® HUNTER SHORT RANGE MP800SR-360 3•`LIME GREEN=0.70 40 10' id _ w 1 a'RI,, i O I ( ! A ,1 _ F ✓ •MP ROTATOR NOTES: //%/////:f//i I 2 _ T. _. o: �•' INSTALL 4'(-04)POP-UP HEADS IN 500 LAWNS,PARKING LOT ISLANDS AND CAR BUMPER OVERHANG AREAS. U �iin '=j F - - ",✓j INSTALL 12'(-12)POP-UP HEADS IN MEADOW AREAS. `. I F 4 o- g Ih � >% FIXED BUBBLERS GPM P.5.1. RADIUS almi ! - III t 7.,` ( ® HUNTER PCN-25:TRICKLE PATTERN-INSTALL ON PROS-00-PRS40 SPRAY BODY 0.25 30 2'-4' ///I -` rQ MAJOR SYSTEM COMPONENTS11 riQ I ✓ ', ' 1 7 I I •4 1, % POINT OF CONNECTION: (Poq Xf EC 1 ( '"� ! i C ' 1 BACKFLOW DEVICE:1.5"WILKINS 350. LU r I ' i i r eD®_ ' - MASTER VALVE:(SHUNTER ICV-151 GFS-ABACI t I _ �� ® J /y/ (INSTALL ve/FILTER SENTRY&ADJUSTABLE PSI DIAL,SET TO 70 PSI AND NORMALLY CLOSED) • ,,4,.'11Cr - / ! �� M'_ £•j:I2 ✓ POINT OF CONNECTION INSTALLATION NOTES: + - - - ... � H,•�� `//f// • INSTALL METER IN STANDARD CONCRETE METER BOX WHERE INDICATED. I £. '�_ G. ? �• 5 Arm , " INSTALL I.S•TYPE-K COPPER PIPE AND NECESSARY FITTINGS BETWEEN METER HI. BACKFLOW DEVICE. BACKFLOW DEVICE IN PLASTIC VALVE BOX,OLDCASTLE Cl 730 24"HT.(OR APPROVED EQUAL) 1 I� q T (, i� '''',,yr • INSTALL HEDULE 40 PVC PIPE AND FITTINGS BETWEEN BACKFLOW AND MASTER VALVE REFER TO L_.. I / /S �, _ ra•-,<- _ __;. __I.� 7,-_- -I,.I_ Ma --. N - a ''' L,,.,7 ",;., DETAILS FOR PIPE AND FITTING SIZES. `, Cr) --""),/ I �y u- "#------ =5.-^'+4= h '._,.% - ',.'''j',.! ' . I b __ __,- ,r F= abm-- -- + -'- - INSTALL 1.5=SCHEDULE 40 PVC MAINLINE DOWNSTREAM FROM MASTER VALVE. v N .,j .. ',.- - , .._.„„1,--4_..... -�_.-. - ,x - -. .w ,; _. SENSOR PORTS: LI I x fi }d - -";--T_._>_----�--- --� ,.} w v__,-. +;,, ,:• " WIRE MASTER VALVE TO CONTROLLER MASTER VALVE PORT:MV1 N *"`---+' •"""� �� - _ • WIRE SOLAR SYNC WEATHER SENSOR TO CONTROLLER SENSOR PORT:51 /{) • � am.,:cam-_�._- 1i U V/ _ -- �.;, SW PACIFIC HIGHWAY(HWY 99W) BBBB� a '\ CONTROLLER:MFG:HUNTER 5 > ♦��1 O \•''� ® SEVEN(7)STAT ON CONTRO.BASE LLER.MOUNT ON400. SEXTERIOR WALL OF TRASH ENCLOSURE INTALL ONE(1)PCM-300 MODULE TO E A w 6 v, ..sr -_ _ ._. - - - -... -._- . ---- LOCKINGPLASTIC CABINET. T 1. _. _ '�. -r�-._:_,,, .�._==--=.�..--. .... ...._ ....... WEATHER SENSOR: ii Q N /Q/t� ® HUNTER SOLAR SYNC:MODEL SOLAR-SYNC-SEN.(WIRED SENSOR ONLY)INSTALL SENSOR IN LANDSCAPE r (_/ AS SHOWN,ON GALVANIZED METAL POLE.SENSOR SHALL BE A MINIMUM 10'ABOVE FINISH GRADE. r-- Cdr) co MOUNTING POLE LENGTH SHALL ACCOUNT FOR 18•REQUIRED FOOTING.(11'-6"MINIMUM POLE HT.) T r (- IRRIGATION GENERAL NOTES ( ,4 SPRAY ZONE FLOW TOTAL IN GALLONS PER MINUTE �© SPRAY ZONE NUMBER AND CONTROLLER PROGRAM/VALVE SIZE 1.THE IRRIGATION SYSTEM HAS BEEN DESIGNED WITH A MAXIMUM STATIC WATER PRESSURE OF 75 AT THE POINT OF CONNECTION FOR A RANGE OF ZONE VALVE 13.IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 08.20.2017 FLOWS BETWEEN 5 AND 50 GPM.CONTRACTOR TO VERIFY ACTUAL SITE PRESSURE AT THE TIME OF CONSTRUCTION.CONTRACTOR TO NOTIFY LANDSCAPE SPRAY ZONE CONTROL VALVE ARCHITECT OF ANY DIFFERENCES PRIOR TO INSTALLATION OF ANY IRRIGATION COMPONENTS OR MATERIALS.IF CONTRACTOR FAILS TO NOTIFY LANDSCAPE 14.ALL PIPE SHALL BE BEDDED ON ALL SIDES WITH FOUR INCHES OF ROCK FREE sir MINUS)MATERIAL IMPORT SAND IF NECESSARY.BACKFILL IN TWO OR MORE HUNTER ICV,COMERCIAL PLASTIC GLOBE VALVE PERMIT+CONSTRUCTION ARCHrTECT,THEY ARE FINANCIALLY RESPONSIBLE FOR ANY NECESSARY SYSTEM ALTERATIONS THAT RESULT. COMPACTED LIFTS.SETTLING OF TRENCHES BY MORE THAN AN INCH SHALL BE BROUGHT BACK TO FINISH GRADE AT THE CONTRACTOR'S EXPENSE. 1=VALVE(MODEL:ICV-101G) 1-1/2•VALVE(MODEL:ICV-151G) 2.PORTIONS OF THE IRRIGATION SYSTEM ARE SHOWN OUTSIDE OF THEIR INTENDED LOCATIONS/ALIGNMENTS FOR GRAPHIC CLARITY.IN THESE CASES,LOCATION 15.IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. QUICK COUPLING VALVE,KEY&SWIVEL IS SHOWN IS FOR REFERENCE ONLY.ALL MAINLINE,LATERALS,AND CONTROL WIRES SHALL BE RUN IN LANDSCAPE PLANTER AREAS AND PARKING LOT ISLANDS l7 HUNTER 3/4"QUICK COUPLER=HQ-33DLRC KEY=HK-33 SWIVEL=HS-0) UNLESS OTHERWISE NOTED.SLEEVE PATHS INDICATED ON PLAN ARE THE PREFERRED LOCATIONS FOR ALL PIPE AND WIRE CROSSINGS.ADDITIONAL CROSSINGS 18.ALL PLANTS REQUIRING MORE THAN ONE DRIP EMITTER SHALL HAVE EMITTERS DISTRIBUTED EVENLY AROUND PERIMETER OF PLANTING WELL EMISSION POINTS MAY BE APPROVED BY THE LANDSCAPE ARCHITECT.CONTRACTOR TO REFER TO THE LANDSCAPE PLANS FOR TREE AND SHRUB LOCATIONS WHEN INSTALLING AT ROOTBALLS SHALL BE LOCATED ON THE UPHILL SIDE,MIDWAY BETWEEN THE CENTER OF THE PLANT AND RE EDGE OF RE ROOTBALL. H ISOLATION VALVES:REGULAR PORT THREADED BRONZE BALL VALVE LATERAL LINES AND FIXED BUBBLERS.LOCATE ALL VALVE BOXES WITHIN SHRUB AREAS SO THAT THEY ARE VISUALLY UNOBTRUSIVE. APOLLO 1• MODEL:32-105-01 17.THE CONTRACTOR SHALL PROVIDE IN-LINE AND/OR SPRINKLER CHECK VALVES AS REQUIRED THROUGHOUT THE IRRIGATION SYSTEM LOCATED WITHIN A SLOPED APOLLO 1.51 MODEL:32-107-01 3.CONTRACTOR TO PROVIDE OWNER WITH"AS-BUILTS•FOR THE INSTALLED IRRIGATION SYSTEM PRIOR TO FINAL ACCEPTANCE OF WORK.AS-BUILTS TO BE AREAS TO PREVENT LOW IRRIGATION HEAD DRAINAGE. m HANDLED ON A DAILY BASIS DURING INSTALLATION OF SYSTEM. PIPE AND SLEEVING i 18.24 VOLT WIRE SHALL BE TYPE-UF.BOO VOLT.SOLID COPPER,SINGLE CONDUCTOR WIRE WITH PVC INSULATION AND BEAR UL APPROVAL FOR DIRECT 4.DO NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS,GRADE DIFFERENCES UNDERGROUND BURIAL COMMON WIRE IS TO BE 10 GAUGE WHITE:CONTROL WIRE IS TO BE 12 GAUGE RED(USE NO BLACK WIRE).TAPE AND BUNDLE WIRE AT 10 -'-'_ 1.5"MAINLINE-SCHEDULE 40 PVC(0-30 GPM) 1 0 OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN.SUCH OBSTRUCTIONS OR CONFLICTS SHOULD BE O.C.LAY BESIDE MAINUNE.SPLICE IN VALVE BOXES ONLY USING MANUFACTURED DRY-TYPE DIRECT BURY WATERPROOF CONNECTORS.PROVIDE 24•SLACK AT N BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT IMMEDIATELY.IN THE EVENT THIS NOTIFICATION S NOT PERFORMED,THE CONTRACTOR SHALL EACH ELBOW IN MAIN LINE AND 30•STACK AT EACH REMOTE CONTROL VALVE LOCATION.PULL ONE ADDITIONAL YELLOW IO GAUGE SPARE WIRE TO THE MOST 1•LATERAL-CLASS 200 PVC (0-16 GPM) 5) ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. DISTANT VALVE LOCATION IN ALL DIRECTIONS OUT FROM THE CONTROLLER FOR POTENTIAL FUTURE USE MI 5.IT15 THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE THEMSELVES WITH GRADE DIFFERENCES,LOCATION OF WALLS,RETAINING WALLS.STRUCTURES 19.LEVEL OF PEA GRAVEL IN IRRIGATION BOXES SHALL BE A MINIMUM OF 2•BELOW THE BOTTOM OF THE VALVEIFILTERS SO THAT THE COMPONENTS ARE I- 1.5"LATERAL-CLASS 200 PVC (16-30 GPM) DJ AND UTILITIES,ETC.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE REPAIR OR REPLACEMENT OF ALL ITEMS DAMAGED BY COMPLETELY VISIBLE.ALL PEA GRAVEL AND/OR DEBRIS TO BE CLEARED FROM TOP OF VALVE/FILTERS AND THE LIP OF THE VALVE BOX. • CONSTRUCTION ACTIVITIES.THE CONTRACTOR SHALL COORDINATE THE WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE UNDERPAVEMENT SLEEVE SLEEVES AND LATERALS THOUGH WALLS,UNDER ROADWAYS AND PAVING,AND THROUGHOUT THE LIMITS OF WORK. 20 ALL PIPING SHALL BE THOROUGHLY FLUSHED PRIOR TO EMITTER INSTALLATION.CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY FLUSHING OF EMITTERS 4=DIAMETER SCHEDULE 40 PVC FOR MAINLINE AND LATERALS. Q DUE TO CLOGGING FOR THE DURATION OF THE MAINTENANCE PERIOD.ANY PLANT MATERIAL THAT DIES DUE TO EMITTER CLOGGING SHALL BE REPLACED BY THE 2"DIAMETER SCHEDULE 40 PVC FOR VALVE AND SENSOR COMMUNICATION WIRES. 2 8.120V AC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR AT NO ADDITIONAL COST. EXTEND SLEEVES 18•INTO LANDSCAPE PLANTER ON BOTH SIDES OF CROSSING. Us' COORDINATING THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER WITH AN ELECTRICAL CONTRACTOR,LICENSED IN THE STATE OF I-- OREGON.THE FINAL CONTROLLER LOCATION SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. 21.ALL VALVE BOXES TO HAVE OVERLAPPING LIDS WITH LOCKING BOLTS.ALL VALVE BOXES LOCATED WITHIN PLANTING AREAS SHALL BE DESERT TAN IN COLOR cc ALL BOXES LOCATED WITHIN TURF AREAS SHALL BE FOREST GREEN.WHEN RECLAIMED WATER IS USED REFER TO RECLAIMED WATER USE NOTES FOR ADDITIONAL O 7.PROVIDE ELECTRICAL AND IRRIGATION SLEEVES UNDER PAVING TO ALL PLANTING AREAS AS SHOWN ON PLAN.PREFERRED CROSSINGS ARE INDICATED. INFORMATION ON VALVE BOX COLOR. • ADDITIONAL SLEEVES OR DEVIATION IN LOCATION SHALL REQUIRE THE REVIEW AND APPROVAL OF THE LANDSCAPE ARCHITECT. O 22.THE UNDERGROUND EXTERIOR OF ALL IRRIGATION BOXES SHALL BE WRAPPED IN A WEED-BARRIER LANDSCAPE FABRIC PRIOR TO BACKFILLING FORA WEED FREE MT 10.MAINLINE PIPING,LATERALS AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES.LANDSCAPE CONTRACTOR TO COORDINATE ENVIRONMENT ON THE INTERIOR OF THE BOXES. `y INSTALLATION OF IRRIGATION SLEEVES PRIOR TO CONCRETE BEING POURED.REFER TO THE CONTROL/SENSOR WIRE CONDUIT SLEEVES SHALLOF SUFFICIENT SIZE s LANDSCAPE FOR DOUBLE THE REQUIRED NUMBER OF WIRES OR PIPE. 23.THIS IRRIGATION DESIGN IS BASED UPON USING THE SPECIFIED EQUIPMENT IN THE INSTALLATION/FABRICATION OF THE SYSTEM.CONTRACTOR.UPON APPROVAL N OF THE OWNER AND/OR LANDSCAPE ARCHITECT,MAY SUBSTITUTE PRODUCTS/MANUFACTURERS AS LONG AS AM'CHANGED EQUIPMENT MEETS OR EXCEEDS THE r IRRIGATION PLAN OO 11.PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS.NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED,BUT SUBSTITUTIONS OF SPECIFICATIONS OF THE ORIGINALLY LISTED ITEM.CONTRACTOR TO BE RESPONSIBLE TO ENSURE THAT THE IRRIGATION SYSTEM OPERATES AT OPTIMUM SERVICE m LARGER SIZES MAY BE APPROVED BY THE LANDSCAPE ARCHITECT.IF NO PIPE SIZING IS SHOWN ON THE PLANS REFER TO THE PIPE SUING SCHEDULE ON THIS SHEET LEVEL. w m FOR ADDITIONAL INFORMATION. 24.THE SYSTEM,UPON COMPLETION,SHALL PROVIDE 100%WATER COVERAGE TO ALL NEWLY INSTALLED VEGETATION.IF EXISTING PLANT MATERIAL IS TO REMAIN //LL,,w Ot 12.IRRIGATION HEADS,VALVES,AND CONTROLLER TIMING SHALL BE ADJUSTED TO PROVIDE OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO ADJACENT ON SITE,THE NEW IRRIGATION SYSTEM SHALL BE MODIFIED IN THE FIELD BY THE LANDSCAPE CONTRACTOR TO INCLUDE ALL EXISTING MATERIAL ON THE NEWLY //-�/ I PEG ON CURBS,STREETS,WALKS,WALL AND EXISTING STRUCTURES.IF NECESSARY,THE CONTRACTOR SHALL ADJUST HEAD SPACING.NOZZLE ARC/TRAJECTORY,OR INSTALLED AUTOMATIC IRRIGATION SYSTEM.THE CONTRACTOR IS RESPONSIBLE FOR THE INITIAL PROGRAMMING OF THE CONTROLLER AND SHALL WARRANTY THE I/// E INSTALL ADDITIONAL HEADS TO ENSURE PROPER COVERAGE. SYSTEM TO BE FULLY FUNCTIONAL UPON PROJECT COMPLETION. ET I • a 20 0 20 404., lillillIENM m so SCALE IN FEET LDI L2.0 • •• •• •• • . • • •• COPYRIGHT Pot] • • • • • • • • • • • • • • 0 Thua document laInstrument an afaervim,erM • • •• •• • • • • mwcn. titM ampeMmthe AmMletl. ••• • • •• • • D VV L Permission for tl use b li a examen • • • • • • • • • • end can be extended mdlb y by wn • • • • agreement vette Vega eMdedaua Ilc PLASTIC STANDARD SIZE COMMUNICATION WIRE • • • • • • • •• LrI tlarAat•I,42ae1;,l RECTANGLE VALVE BOX COIL A MINIMUM 3'OF BACKFLOW DEVICE 2'MASTER VALVE SLACK IN VALVE BOX 720 SW Washington Street,#750 c,1STER PLASTIC STANDARD Portland,Oregon 97205 Q• d PLASTIC RECTANGLE VALVE BOX 2"SCH 40 PVC NIPPLE(2) RECTANGLE VALVE BOX •• SIDE �T VIEW F. • •FR VIEW 971-280-8641 SHUT-OFF VALVE(2) REFER TO LEGEND FOR TYPE (LENGTH AS REQUIRED) WATERPROOF WIRE • • • •• •• •• • 2'SCH 40 PVC NIPPLE SLIP x FIPT UNION(2) CONNECTORS 10'ROUN a • • • • • •• •• • TR' •- YNOR SLIP a FIPT UNION 2.5"FLOW SENSOR VALVE BO* ••• • • • • • r i,...SOIL GRADE SOIL GRADE SOIL GRAD • • • • ORE _:." MAINLINE.PVC SCH 40 MULCH MULCH MULCH ••• ••• ••• • � ' �__ -i JL a 11 11 'F■_—( IFIL 11-F•_,-- TAMS 11 IhF-1 - 1 1 11 IInY—i{ c, E/" IJL--I�VAT SIL'��--N-A �r I •, imi�1 Ir If If T1"—osmmu= , ]C=.IL j, i l 1 11 Ij—V•e�111=11 E F� =77C=7=I TO MASTER =Mr =7C= ]f J I1 11=1I .II' -FLOW 1.S�rAlliE ,ISI. VALVE —�. _ I■ �—-� , TO SYSTEM COUPLER VALVE• ••`L•! !lr!I • •� I — :1311 '� OS/3L/18 E FLOW ,�� FLOW • A • • • • • • C 1 5 3/4'LOCKING QUICK �11!11 1 111I1II1r1I1IITTIII;!Il—� OMM 1 II 1 1 11 I 1 � ■ • • • • • ■ �I t _ . •• ••• •• ■ =ROM DOMESTIC BACKFLOW FLOW 15/ , 15'_ }�a:11.5'MAINLI • .,.., �.._ :;,-3-W:1 :.::., Ivega BUILDING • a+ = - �' ��'�T'~�- TEE 3'LAYER OF 3/4'CL , - • • • • I SERVICE LINE '. ' ' SCH 40 TEE TO '. COMPACTED GRAVEL• X11 '� SCH 40 PVC NIPPLE. a,.,:-<. 1, A, _ 1;..-...;,';';j:;41 QUICK COUPLER 1' MIN.10x •1 MIN.5x 1, 0 �' LENGTH AS REQUIRED. `� REFER TO DETAIL 3 MASTER VALVE AND 17 _ FLOW SENSOR WIRE PIPE DIAMETER PIPE DIA. E. architecture Ilc MAINLINP:? 7_/S� A MAINLINE TYPE'K'COPPER MAINLINE:PVC SCH 40 PATH TO CONTROLLER SCH 40 PVC l- �w�—` �—I'" 25107 geneses trail road 3'LAYER OF 3/4'CLEAN 3"LAYER OF 3/4'CLEAN FLOW SENSOR INSTALLATION NOTE: 3/4"T x 3/4"T SCH SCH 40 PVC NIPPLE Olden, 0401 COMPACTED GRAVEL COMPACTED GRAVEL INLET PIPE LENGTH OF SENSOR MUST BE MIN.10X PIPE 40 STREET ELL LENGTH AS REQUIRED. 9 coW DIAMETER STRAIGHT,CLEAN RUN OF PIPE,NO FITTINGS 3/4"T x 3/4"T SCH 40 ELL MAINLINE 1.5'SCH 40 PVC OR TURNS.OUTLET PIPE LENGTH OF SENSOR MUST BE 303.872.0487 MIN.5X PIPE DIAMETER OF STRAIGHT,CLEAN RUN OF SCH 40 PVC NIPPLE: vegaarchitecture.com PIPE,NO FITTINGS OR TURNS. LENGTH AS REQUIRED. 3/4"FIPT x 3/4"MIPT SCH 40 STREET EL 3/4"SCH 40 PVC NIPPLE(HIDDEN) LENGTH AS REQUIRED. 1.5"S x 1.5'S 3/4'T SCH 40 TEE `1� BACKFLOW DEVICE NOTTOSCALE`2�, MASTER VALVE AND FLOW SENSOR NOTTOSCALE 3 QUICK COUPLER VALVECC NOT TOSCALE W SOLAR SYNC HUNTER ICO' J CONTROLLER -..,..r-- I SENSOR:WIRE TO CONTROL ZONE VALVE PLASTIC STANDARD SIZEmmmmm -.-'-a- SENSOR PORT:S2 RECTANGLE VALVE BOX (2)SCH 40 PVC!I THREADED NIPPLES ZONE ID TAG:INCLUDE STATION ``J BOTH SIDES OF VALVE NUMBER AND CONTROLLER PROGRAM PLASTIC STANDARD SIZE 11.77-1 3-0'O.C. (LENGTH AS REQUIRED) WATERPROOF WIRE CONNECTORS RECTANGLE VALVE BOX Ill til SLIP a FIPT UNION: COMMUNICATION WIRE:COIL A W 10'-0'MIN. g, 4 (2)SIZE PER LINE. MINIMUM 3'OF SLACK IN VALVE BOX BRASS MANUAL ISOLATION SOIL GRADE VALVE w/LOCKING HANDLE ----- SOIL GRADE BRASS MANUAL ISOLATION CC MULCH METAL PIPE STRAP MULCH VALVE w/LOCKING HANDLE —_ — 12"SCH 40 PVC I-■—"„ — — a ll�l•lllmm�'llv IIIIIIaa.�l. POWER I � COMMUNICACONDUIT TION �I'll=.Ift�m—//�� 1�-1�=g SIL= U. MAINLINE: SOURCE 1'GALVANIZED HOLLOW WIRE FROM POLE iv 3 - 1.5'SCH 40 PVC I STEEL POLE,w/GALVANIZED MOUNTED SENSOR � 111V47171111111' 14 _V co NCAP.POLE LENGTH 11'-0" FLOW�I��I1 l � TO ACCOUNT FOR THE I'-8' OIL GRADE SLIP x SLIP STREET ELL:SIZE PER LINE. MULCH '""" 111111!-.4�II hail �' _J N LT N 1.5'S z 2'T COUPLER BURY IN CONCRETE FOOTING _ 11 SCH 40 PVC NIPPLES ON BOTH SIDES OF I1 (BOTH SIDES OF VALVE) LATERAL LINE. '. �� , STREET ELL.(LENGTH AS REQUIRED) / 0) ,LL=11- PTI- 1- SIZE PER PLAN . Q Q 1.5"THREADED VALE II 12 MIN �1_ ,�,, " CONTROL ZONE VALVE WIRES ` M N 3'LAYER OF 3/4 CL (BOTH SIDES OF VALVE) II-r_ I 'J 3'LAYER OF 3/4'CLEA FLOW ■ 1.5"T x 1.5'T x LINE SIZE LL ^^ LL COMPACTED GRAVEL ._,___ - ( LL -- _IN 18'MIN. COMPACTED GRAVEL �� 'THREAD)SCH 40 PVC TEE Q O EXTEND WIE PATH AN: 4" �7 SPLICE AS NECESSARY TO '^ REACH CONTROLLER MAINLINE 1.5"SCH 40 PVC W Q CO LOCATION.MANUFACTURER 4' T LE- RECOMMENDS WIRE RUN , MAX DISTANCE OF 200' USE CONDUIT FROM VALVE WIRES FOR O N Q BETWEEN SENSOR AND SOLAR SYNC SENSOR r 0 CONTROLLER. COMMUNICATION WIRE TO THE '^ M ,— CONTROLLER.BURY WIRE A MINIMUM v, r T r CC OF 12"BELOW FINISH SOIL GRADES. 3 MANUAL ISOLATION VALVE NOT TO SCALE `JJ CONTROLLER,WEATHER SENSOR$SOIL PROBE MODULE NOT TO SCALE 3 ZONE VALVE INSTALLATION NOT TO SCALE 06.20.2017 PERMIT*CONSTRUCTION =11I—III—I ////AWII®II= SCREENED BACKFILL: POP-UP:TREE/SHRUB MULCHED — = 1/2"MAXIMUM ROCK DIAMETER AREAS 12"MIN.=1 l 1-1 1 1-1 —III=III= TRACKING WIRE 12"FROM FINISH GRADE DEPTH 11=111=1111Ill=_ =111-111— PIP aI- ATTERAL ACH LINE 18"MIN. =111III �__„+"'.`=" _ — ATTACH ZONE CONTROL&SENSOR BUBBLER NOZZLE:SET BASE OF�-� °'` — -=.- NOZZLE AT FINISH MULCH __=_—=-_-t.:1 — 1= WIRES To MAINLINE AT INTERVALS _ _FINISH MULCH GRADE W - — — .v..,14:111=111=1 OF 25-0 _ _ _G__ _ TFMULCH GRADE lain m � MAINLINE I '`l"",', —=—=- FIXED SHRUB ADAPTER ) o w I-1 I-1 f I- ._, CLEAN BUILDER'S SAND = 2 _ _ _ FINISH SOIL GRADE U M -111-111-1~2i PI-E IA. - 1 11 11= - 111 1 11-1 11-1 11 FINISH SOIL GRADE �a Qpi �pp Q 1- 11=1 11=111 111 11 I 1 11 1�1 1�1-1 -1 u— 1.- JI =11-Il ll.n. Ce 11=11=11=M-11=1l n=11 111 .1112"SCH 40 COUPLER SPRAY HEAD: N I SLIP z MALE THREAD REFER TO LEGEND m 7J IRRIGATION TRENCH IN LANDSCAPE BED NOTTOSCALE 1/2"cc PVC CLASS 200 RISER O FINISH GRADE "5"STAMP IN PAVING TO MARK SLEEVE III el-12"LENGTH) "'� SWING JOINT: l� HUNTER'PRO-FLEX'TUBING, a. a. - - a. - _ _� HARDSCAPE PLAZA OR ROADWAY PAVING HSBE-050 ELBOWS(2),& (Y F. T_`- '4; MARLEX STREET ELBOW(1) 2 111-111 j��S�//� _ SCREENED BACKFILL, MAX.ROCK DIAMETER In 12'5 '0 IRRIGATION °' :1111 -.."�A_ ABOVETRACKNG MAINLINE.LOCATE E E EPTH IN TRENCH AT 6'DEPTH I ` - j.m m 2 — .0 40. 7 PVC SCHEDULE 40 SLEEVE FOR IRRIGATION LATERAL. •- m DETAILS m :111=11 I W, 11=— PVC SCHEDULE 40 SLEEVE FOR IRRIGATION MAINLINE. PVC LATERAL PIPE PVC LATERAL TEE: PVC LATERAL PIPE PVC LATERAL TE _ /► 111- PVC IRRIGATION MAINLINE PIPING LATERAL LINE SIZE(S x I PEG Z Q -111—x11,11 'lA S)x 12'S FOR RISER -O z a II I�'i P t I- PVC SCHEDULE 40 SLEEVE FOR CONTROL WIRES —I P-1 —I n I • � § 5 —I a CLEAN BUILDER'S SANDCD is V) • m 3 IRRIGATION SLEEVE UNDER PAVING NOT TO SCALE 3 FIXED SPRAY I BUBBLER NOZZLE NOT TO SCALE 10 POP-UP SPRAY HEADS NOT TO SCALE L2.I m