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Plans (72) PLM 2018-00139 II W RPC TIGARD STORAGE V as 68TH11123 IN PARKWAYCC la cc a i ig hAR2g2018 CIVIL ENGINEERINGPLAN CITYOFTIGARDWN z ? .7 61.111,DING DIVISION � � � ;r, � z a �+ zQr�•ir�i o OC • $W Oak St \ CIVIL ENGINEERING / tri c Z W 1:'N 1,..„- k Z Axa Y TAX19Ifi502 2 ,IE � i' cp ac co F TAX MAP 1S 1 36AD -'� SURVEYING FIRM DEVELOPERIOWNER a N EL n W FF ' a — I I AKS ENGINEERING & FORESTRY, LLC. St RPC TIGARD 68, LLC (A DELAWARE LLC) .� t"e.!t� st -fes"E: >-�;�a� SW NIA <a�w , `�` �:k4. -�� id3-:'��'L)i"1 :73j F -- - -. - - �. v tom. I � CONTACT: JOHN P, CHRISTIANSEN CONTACT. BRANDON COOKE Z ,: ›,- �' � � .�� ""� PHASE I {COMPUTE) ` _ W p - , . �g fid, _ _ :1yt 12965 SW HERMAN RD STE 100 2101 CEDAR SPRINGS ROAD, SUITE 1600 0 I .tl �- , _ �? ' r:... I \ :` TUALAT1N, OR 97062 Q DALLAS, TX 75201 � , •, PH: 503-563-6151 ' ,I 1. Q TAX LOT 700 •'• .,r , .,•'� FAX 503-563-6152 t fAX MAP 1S 1 36DA �a APPLICATIONMO TAX LOT 2500 cci _. ~�: d � R � TAX MAP 15 1 36DA �' �-a AREA (PHASE II) ARCHITECT CONTRACTOR Q �/�S 2 /r 1 —� ROCKY MOUNTAIN GROUP COLORADO COMMERCIAL CONSTRUCTION rC I-- CONTACT: a` . � f KEITH MOORE CONTACT: DALE BEGGS CO CL � � � :=� - sFi h� Li — 19375 BEACON LITE ROAD 5410 POWERS CENTER POINT, SUITE 210 = i _ 7 I MONUMENT, COLORADO 80132 COLORADO SPRINGS, CO 80920 Q Film $ ,�Y`i:,Zs.�A »,.}c - - CC (003 rs e ,- '`�^¢"` �..a:-:t.'°`:.., � :�1'13 , 4 •i. .+f. L n /, t MIN MI=1 �, H. 719-488-2145 PH: 719-264-6955 g ' 13 -' / FAX: 719-488-2895 FAX: 719-2fi4-7955 �. . ' -* .: TAX LOT 2400- - 1 7C Q n) il - TAX MAP 1S,1735:1A' TAXo LOT 600 �, TAX LOT 2600 ' „ 4 Sys, TAX MAP 15 1 36DA �• ; ›, r 11 A, TAX MAP t5 1 36DA V �:��•, moi' y i CO CI CITY OF TIGARD zCI) " CC r Approved CL Q VICINITY MAP Conditionally Approved i j T'"" y See Letter to:Follow [ cc T Attached.. [ _ ,c NOT TO SCALE p nEt7v, rnb�r�,�.LN�_a) -no.r< i � ,Address: t I l�3 S�. t;��, faxk , " ---'..1\ ftBy: :4 Date. 444-1,1LEGEND \\\\\\\\\:\ \\\\ srk ; �� saEXISTING ISTINGEXTAX LOT 230eaI a DECIDUOUS TRO �EE STORM SEWER CLEAN OUT o • TAX MAP 15 1 36Dr. \ Imm. ::IE STORM SEWER CATCH BASIN 0 CONIFEROUS TREESTORM SEWER AREA DRAIN o SHEET INDEX L U FIRE HYDRANT A STORM SEWER MANHOLE IEEE WATER BLOWOFF GAS METER D SITE MAP C000 COVER SHEET WITH VICINITY AND SITE MAP 6U. w co WATER METER = - GAS VALVE III ill 1 =100 WATER VALVE D4 N GUY WIRE ANCHOR c E— C001 CONSTRUCTION NOTES © W 13 DOUBLE CHECK VALVE a POWER POLE -o- -6- PROPERTY DESCRIPTION: VFRTICAL DATUM C002 EXISTING CONDITIONS PLAN = Z AIR RELEASE VALVEPOWER VAULT i ' 1 ® TAX LOT 2400 (WASHINGTON COUNTY ASSESSOR'S ELEVATIONS ARE BASED ON WASHINGTON C LINTY GEODETIC CO Q SANITARY SEWER CLEAN OUT o • POWER JUNCTION BOX o o MAP 1S 1 36DA LOCATED IN THE SOUTHEAST 1/4 CONTROL POINT N0. GC 22-028, BEING A 2-1 /2 INCH BRASS C030 TREE REMOVAL AND PROTECTION PLAN SANITARY SEWER MANHOLE O • POWER PEDESTAL ° ■ OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 DISK AT THE INTERSECTION OF SW 72ND AJENUE AND } C050 EROSION AND SEDIMENT CONTROL COVER SHEET CC SIGN COMMUNICATIONS VAULT I c I o WEST WILLAMETTEMERIDIAN, W N COUNTY HIGHWAY 99W - ON THE EAST SIDE OF THE ENTRANCE TO LU ~ ASHINGTO C051 PRE-CONSTRUCTION EROSION AND SEDIMENT CONTROL PLAN STREET LIGHT * COMMUNICATIONS JUNCTION BOX A ' OREGON. FRED MEYER. ELEVATION = 275.00 (NGVD2 ). Z MAILBOX Pm ® COMMUNICATIONS RISER 0 • C052 POST-CONSTRUCTION EROSION AND SEDIMENT CONTROL PLAN 6 T.) NOTE: V EXISTING C053 EROSION AND SEDIMENT CONTROL DETAILS RIGHT-OF-WAY UNE - - NO CONSTRUCTION VEHICLES, EQUIPMENT, OR BOUNDARY UNE STAGING ON SW 6811-1 PARKWAY OR ADJACENT C070 DEMOLITION PLAN PROPERTY LINEPUBLIC STREETS C071 SITE GRADING PLAN DESIGNED BY: JDS CENTERLINE - - - - - -- C100 SITE DIMENSIONING PLAN ,DRAWN BY: JMD DITCH = - - .-> - -- --- —> — > > C200 STORM DRAINAGE PLAN AND PROFILES �� et PC AS NOTED CURB DAE .2/21/2018 EDGE OFPAVEMENT - = C300 SANITARY SEWER AND WATER SYSTEM PLAN •F l lLN 7 EASEMENT - - - - C400 SITE PHOTOMETRIC PLAN 4S' ��y� , �% S FENCE LINE r _ • _ _ ■ 7: -7- _ C500 PRIVATE SITE CONSTRUCTION DETAILS 1i, , GRAVEL EDGE �� I�°004 Q4._ POWER LINE — — — —'' ---" — � ATTENTION EXCAVATORS: C501 PRIVATE SITE AND STORM DRAIN CONSTRUCTION DETAILS p F zg. \Pr g OVERHEAD WIRE — — —OHW aiw OHW a 140Int7C • CHR I5� j C600 TUALATIN VALLEY WATER DISTRICT WATER SYSTEM DETAILS RENEWAL DATE: 12/31/19 LI COMMUNICATIONS UNE - - - —�- - - -COM— ON COM f: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY TI-1 REVISIONS " OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH C601 TUALATIN VALLEY WATER DISTRICT WATER SYSTEM DETAILS —at,--- — — —CFO— ieV Q FIBER OPTIC LINE ~- — — — gyp— — — — O- ► IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY P.) GAS LINE — — — -- — — — — — GAil Know Wises beAWit, rro. OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING C602 CLEAN WATER SERVICES SANITARY SEWER DETAILS STORM SEWER UNE --- - - -$TM- - - —s— a CO '�`'erm'"ou` 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, C603 CITY OF TIGARD ROAD CONSTRUCTION DETAILS JOB NUMBER .,illi . 5077 SANITARY SEWER UNE -- --- — — +— --- — —$^�+— YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT WATER UNE - -- -- ---wM— — — —wAT— ru+T 17A'de : LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINES L100 LANDSCAPE PLAN ' 1, EO A „ SHEET I j DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6 99, L101 LANDSCAPE CROSS SECTIONS c000J Y d GENERAL OPAL NOTES lit (1411'i.kit.0 USINt� k UIF'MkNi AtUUKAlk iU U.U4 ` 40. FENCES, LANDSCAPING, ETC., 68. THE CONTRACTOR SHALL HAVE APPROPRIATE EQUIPMENT ON SITE TO PRODUCE A ARM, 93. STORM SEWER PIPE MATERIALS TO CONFORM TO THE CONSTRUCTION DRAWINGS AND CITY CONTRACTOR SHALL REMOVE ALL DUSTING SGIN MAILBOXES, VERTICALLY, OR BETTER. USE �' GIPS EQUIPMENT FOR CONSTRUCTION STAKING OF THESEAVOID DAMAGE DURING CONSTRUCTION AND REPLACE THEM TO EXISTING ORBOTTOM w aWc VW7RT1 AS REQUIRED TO SMOOTH, UNDISTURBED SUBGRADE AT THE TRENCH BOTTOM TRUE TO GRADE. THE REQUIREMENTS. STORM SEWER PIPE MUST BE INSTALLED WITH WATERTIGHT JOINTS. . - �. i. . CONTRACTOR SHALL PROCURE, PAY ALL COSTS FOR, AND CONFORM TO ALL CONSTRUCTION . : '� IMPROVEMENTS IS PROHIBITED, � v � PERMITS REQUIRED BY THE CITY OF 11GARD AND WASHINGTON COUNTY. CONTRACTOR SHALL BETTER CONDITION. OF NE TRENCH EXCAVATION SHALL BE SMOOTH, FREE OF LOOSE MATERIALS OR TOOTH CONTRACTOR SHALL USE UNIFORM PIPE MATERIAL ON EACH PIPE RUN BETWEEN STRUCTURES i - COORDINATE AND PAY ALL FEES AND COSTS ASSOCIATED WITH CONNECTING TO EXISTING 24. `SEE ARCHITECTURAL/M.E.P. PLANS FOR SITE LIGHTING AND CONTINUATION OF ALL UTILITIES. 41. IF SPRINGS OR GROUNDWATER ARE ENCOUNTERED DURING CONSTRUCTION THE CONTRACTOR GROOVES THE ENTIRE WIDTH OF NE TRENCH PRIOR TO PLACING NE GRANULAR UNLESS OTHERWISE DIRECTED OR APPROVED. JOINTED HDPE PIPE SHALL NOT BE USED FOR - 2 =o W WATER, SANITARY SEWER AND STORM SEWER FACUTiES, INCLUDING SERVICES AND BEDDING MATERIAL SLOPES EXCEEDING TEN PERCENT (10X). ALL MATERIALS AND WORKMANSHIP FOR ALL - w 25. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, TRAFFIC CONES PER SHALL NOTIFY THE OWNERS REPRESENTATIVE OF THE CONDITIONS FOUND AND COORDINATE " PRIVATE STORM DRAINS SHALL BE INSTALLED IN CONFORMANCE TH OPSC REQUIREMENTS. - I cc c� INSPECTIONS BY THE GOVERNING JURISDICTIONS. COSTS SHALL INCLUDE AS APPLICABLE CITY, COUNTY AND/OR ODOT REQUIREMENTS IN ACCORDANCE WITH THE MANUAL ON UNIFORM THE ACTIVITIES INA MANNER THAT WILL ALLOW TiME TO REVIEW THE SITUATION AND 69. ALL PIPE SMALL BE BEDDED WITH MINIMUM 6-INCHES OF 3/4'1-0 CRUSHED ROCK BEDDING a BUT NOT BE LIMITED In FEES FOR CONNECTION, TAPPING, INSPECTION, TESTING, TRAFFIC CONTROL DEVICES (MUTCD) INCLUDING OREGON AMENDMENTS. ACCESS TO PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. AND BAC14FILLE? WITH COMPACTED 3/4 -0 CRUSHED ROCK IN THE PIPE ZONE (CRUSHED _ W CHLORINATION, SYSTEM DEVELOPMENT CHARGES, WATER METERS, BACKFLOW CERTIFICATIONS, . . ROCK SHELL EXTEND A MINIMUM OF 12-INCHES OVER THE TOP OF THE PIPE IN ALL CASES , = cc a- SHALL 42 } OR OTHER SIMILAR OR RELATED COSTS DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. ALL TRAFFIC CONTROL MEASURES THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO STORM PIPE COVER DEPTH STORM PIPE MATERIAL a a. CRUSHED ROCK TRENCH BACKFILL SHALL BE USED UNDER ALL AREAS TO BE IMPROVED, a BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. ENSURE THAT PUBLIC STREETS AND RIGHT-OF-WAYS ARE KEPT CLEAN OF MUD, DUST ORMEASURED FROM FINISH GRADE TO TCI" OF PIPE , , _ Z o • 2 OWNER TO PAY ALL PROJECT PERMIT COSTS, INCLUDING BUT NOT LIMITED TO UTILITY DEBRIS DUST ABATEMENT SHALL 8E MAINTAINED BY ADEQUATE WATERING OF 1H£ SITE BY INCLUDING PAVEMENT, SIDEWALKS, FOUNDATION SLABS, BUILDINGS, ETC. ( ) • it, • TAPPING, TV, AND CHLORINATION COSTS. THE CONTRACTOR SHALL COORDINATE WITH THE 26.' PRIOR TO ANY WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY, CONTRACTOR SHALL SUBMIT THE CONTRACTOR. Z A FINAL TRAFFIC CONTROL PLAN TO THE CITY, COUNTY AND/OR COOT FOR REVIEW AND 70. GRANU TRENCH BEDDING AND BACKFILL SHALL CONFORM TO THE REQUIREMENTS OF >= z a GOVERNING JURISDICTION TO DETERMINE APPROPRIATE FEES AND PROVIDE THE OWNER WITH ISSUANCE OFA LANE CLOSURE OR WORK IN RIGHT-OF-WAY PERMIT. 43. PRIVATE GRADING, ROCKING AND PAVING TO CONFORM TO OREGON STANDARD OSSC? ( OT/APIA) 02630.10 (DENSE GRADED BASE AGGREGATE), 3/4"-0. COMPACT LESS THAN 2 FEET CLASS 52 DUCTILE IRON PIPE (41; CLASS 50 DUCTILE w W • 48 HOURS NOTICE PRIOR TO THE REQUIRED PAYMENT OF FEES OR COSTS. k 0 SPECIFlCATiONS FOR CONSTRUCTION {OSSC/ODOT/APIA} AND IBC, CURRENT EDITIONS GRANULA BACKFILL TO 92% OF THE MAXIMUM DRY DENSITY PER AASHTO T-180 TEST IRON PIPE (6" TO 12"); CLASS 51 DUCTILE IRON PIPE = z 3. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY 27. PRIOR TO FINAL ACCEPTANCE AND PAYMENT, THE CGONTRACTOR SHALL CILEAN THE PROJECT . _ METHS (MODIFIED PROCTOR}. (14" TO 181 WITH BELL. AND SPIGOT JOINTS AND RUBBER �,, . y z NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR SITE AND ADJACENT AREAS OF ANY DEBRIS, DISCARDED MATERIAL, OR OTHER ITEMS 44. CLEAR AND GRUB WITHIN WORK UMITS ALL SURFACE VEGETATION, TREES, STUMPS, BRUSH, 71. ALL NON ETALUC WATER, SANITARY AND STORM PIPING S1iAl1 HAVE AN G� cAl a=8 • n 952-001-0090. TEE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS DEPOSITED BY THE CONTRACTOR'S PERSONNEL DURING THE PERFORMANCE OF THE WORK. ROOTS, ETC. DO NOT DAMAGE OR REMOVE TREES EXCEPT AS APPROVED BY THE OWNER'S _ , ELECTRIC Y CONDUCTIVE INSULATED 12 GAUGE COPPER TRACER WIRE THE FULL LENGTH . �� z �- (800) 332-2349: 28. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL REQUIRED OR NECESSARY REPRESENTATIVE OR AS SHOWN ON THE DRAWINGS PROTECT ALL ROOTS TWO INCHES IN OF NE i ALLEN PIPE USING BLUE WIRE FOR WATER AND GREEN WIRE FOR STORM AND • : "'•`� cc" 4, INSPECTIONS ARE COMPUTED BY Al1HOi�ZED INSPECTORS PRIOR TO PROCEEDING WITH DIAMETER OR LARGER. SANITARY PIPING. TRACER WIRE SHALL BE EXTENDED UP INTO ALL VALVE BOXES, CATCH 2 FEET OR MORE CLASS 3, ASTM C-14 NON-REINFORCED CONCRETE PIPE A z n 2 LT, m 4 CONTRACTOR T8 NOTIFY CITY, COUNTY, AND ALL UTiLITY COMPANIES A MINIMUM OF 48 v� d� ma- BUSINESS BUSINESS HOURS PRIOR TO START OF CONSTRUCTION, AND COMPLY WITH ALL OTHER SUBSEQUENT WORK WHICH COVERS OR THAT iS DEPENDENT ON THE WORK TO BE INSPECTED. 45. STRiP WORK LIMITS, REMOVING ALL ORGANIC MATTER, WHiCH CANNOT BE COMPACTED INTO A BASINS, MANHOLES AND LATERAL CLEANOUT BOXES TRACER WIRE PENETRATIONS INTO ASTM 150 TYPE II CEMENT; OR PVC PIPE CONFORMING f q M"i c 3 "� o o reLLI NOTIFICATION REQUIREMENTS OF AGENCIES WITH JURISDICTION OVER THE WORK. • FAILURE TO OBTAIN NECESSARY INSPECTIONS) AND APPROVALS) SHALL RESULT IN THE STABLE MASS. ALL TREES, BRUSH, AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR MANHOLES SHALL BE WITHIN 18 INCHES OF NE RIM ELEVATION AND ADJACENT TO MANHOLE TO AWWA C900 DR 18 (4 .TO 12") OR AWWA C-905 V N "'"' 1 . z O CONTRACTOR BONG FULLY RESPONSIBLE FOR ALL PROBLEMS ARISING FROM UNINSPECTED GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE. STEPS. NE TRACER WIRE SHALL BE 'TIED TO THE TOP MANHOLE STEP OR OTHERWISE _ (14" TO 181 WITH BELL AND SPIGOT JOINTS AND R a`i' , w 5. CONTRACTOR SHALL PROVIDE ALL BONDS AND INSURANCE REQUIRED BY PUBLIC AND/OR • WORK. SUPPORTD TO ALLOW RETRIEVAL FROM NE OUTSIDE OF NE MANHOLE. RUBBER GASKETS. 21" TO 30" PIPE SHALL BE CLASS IV, PRIVATE AGENCIES HAVING JURISDICTION. WHEN REQUIRED BY PUBUC AND/OR PRIVATE 46. IMMEDIATELY FOLLOWING STRIPPING AND GRADING OPERATIONS, COMPACT SUBGRADE TO 95% ASTM C-76 REINFORCED CONCRETE PIPE WITH BELL AND Z NE CONTRACTOR SHALL SUBMIT A SUITABLE MAINTENANCE 29. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY INSPECTIONS OR OF THE MAXIMUM DRY DENSITY PER AASHTO T-180 TEST METHOD (MODIFIED PROCTOR). 72. NO TRENC-IES IN SIDEWALKS, ROADS, OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION SPIGOT JOINTS AND RUBBER GASKETS WITH ASTM 150 A AGENCIES HAVING JURISDICTION, NECESSARY OBSERVATIONS FOR ALL WORK PERFORMED INCLUDING ANY RE-TESTING THAT ' SUBGRADE MUST BE INSPECTED AND APPROVED BY THE OWNERS AUTHORIZED OVORNIGH . ALL SUCH TRENCHES SHALL BE CLOSED BEFORE THE END OF EACH WORKDAY BOND PRIOR TO FINAL PAYMENT. TYPE II CEMENT. : 0 (f, . MAY BE REQUIRED TO MEET SPECIFICATION. NE CONTRACTOR SHALL PERFORM PRE-TESTS REPRESENTATIVE AND WRITTEN COMPACTION TEST RESULTS FROM AN INDEPENDENT TESTING AND N AL TRAFFIC AND PEDESTRIAN FLOWS RESTORED. LI cot /R , 6. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS TO THE ` - PRIOR TO SCHEDULING TESTS THAT MUST BE WITNESSED. TESTING MUST BE PERFORMED BY LABORATORY MUST BE RECOVER BEFORE PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE ALVEI INCLUDING ARE V OWNER'S REPRESENTATIVE. AN APPROVED THIRD PARTY INDEPENDENT TESTING LABORATORY RETAINED BY THE 73. TUALATiN VALLEY WATER DICTRICT FORCES TO OPERATE ALL VALVES, CLU G YDRAN 25 FE E - GRADING FOR BASE ROCK H ON EXISTING PUBLIC MAINS ET OR MORE PVC PIPE CONFORMING TO ASTM D 3034 SOLID WALL W x CONTRACTOR. CX)NTRACTOR IS SOLELY RESPONSIBLE FOR SCIHEDWNG TESTING. ALL a. LIST OF SUBGONTRAC1nRS 47. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN DEPTH WHICH 7 UNES SHALL BE MADE WITHOUT AUTHORIZATION FROM PVC SDR 35 WITH BELL AND SPIGOT JOINTS AND RUBBER cr Lim i= - TESTING MUST BE COMPLETED PRIOR TO PERFORMING SUBSEQUENT WORK. A COPY OF ALL 4. NO CONN CTiON TO EXISTING WATER TESTING RESULTS MUST BE PROVIDED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY UPON ARE LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY, BUILDING PADS, PARKING LOTS OR THE TUALATIN VALLEY WATER DICTRICT. GASKETS (4" TO 18�}; OR HDPE ADS N-12 IB ST, O b. PROJECT SCHEDULE OTHER AREAS TO BE IMPROVED. ENGINEERED FILLS SHALL BE CONSTRUCTED WIN MAXIMUM • HANCOR SURE-LOK F477 PIPE SHALL BE INSTALLED FOR . . . COMPLETION OF THE TEST. c. TRAFFIC CONTROL PLAN 8' LIFTS APPROVED COMPACTED 75 6% (6" TO 30 AND APPUR AN iN TALLER IN ACCORDANCE WITH AIWA0 lei liCC 30. THE FOLLOWING TESTING IS THE MINIMUM REQUIRED FOR THE PROJECT: T THE MAXIMUM DRY DENSITY PER AASHTO T-180 TEST METHOD (MODIFIED OAR), THE OREGON PLUMBING SPECIALTY CODE NIP12 IB WT, HANCOR BLUE SEAL PIPE SHALL BE E ADS LOOSE MEASURE OVER VED SUBGIRADE EACH UFT SHALL BE AND d EMERGENCY CONTACT NAME AND PHONE NUMBER _ ; ` -:: �'. ° : : . , - . - ARD - . . . ROTOR .. {{PSC), D M L{C�AFPROVIJURIEDICTION . SUBGRADE 1 TEST 4000 SF. FI (4 TESTS MINIMUM) } STANDARDS. INSTALLED FOR PIPE SLOPES GREATER THAN OR EQUAL Elm 7. FOR CITY PUBUC FACILITY IMPROVEMENT PERMIT, CONTACT CITY OF TIGARD, JENNY GI�I, / - -- - OX {6" TO 30 503-718-2467. FOR CITY BUILDING PERMITS, CONTACT CITY OF TiGAt� BUILDING PERMIT • - 48. AREAS TO RECE19= ENGINEERED OR STRUCTURAL FILL SHALL BE PREPARED BY REMOVING 76. ALL WA MAINS SHALL BE CLASS 52 DUCTILE IRON OR C-900 PVC (DR 18}. ALL . HSE PIPE . . ENGIRD FILLS 1 TEST/4000 S.F./UFT (4 TESTS MINIMUM) U�SI�HA�u.�cro�r IAN Tp AASHTO M-252 {8 TO 10"}F co • TECHNiCIANS 503-718-2439. OR AASHTO M-294 (12" TO 301. ALL ORGANIC AND UNSUITABLE MATERIALS AND PROOF RON_LING MATERIAL IN SOFT SPOTS FITTINGS INCH S THROUGH24-INCHESSHALL DUCTILE IRONFITTINGS BASEROCK 1 TEST/4000 S.F./UFT (4 TESTS MINIMUM) WiTHiN AREAS TO BE IMPROVED SHALL BE REMOVED TO NE DEPTH REQUIRED (AS DIRECTED CONFORMANCE WITH AIWA C-153 OR AIWA C-110. NE MINIMUM WORKING PRESSURE FOR 8. IT iS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DOCUMENTS AND `_. BY THE OWNER'S REPRESENTATIVE PROVIDE A FIRM FOUNDATION AND SHALL BE ALL MJ CAST IRON OR DUCTILE IRONY FITTINGS 4-INCHES THROUGH 24-INCH IN DIAMETER ' PLANS ASSOCIATED WITH THE PROJECT WORK SCOPE PRiOR TO THE INITIATION OF ASPHALT 1 TEST/6000 SF./IJET (4 TESTS MINIMUM) REPLACED WITH SUITABLE COMPACTED ED BACKFILL SHALL BE 350 PSI FOR MJ FITTINGS AND 250 PSI FOR FLANGED FITTINGS CONSTRUCTION. SHOULD NE CONTRACTOR AND A CONFLICT WITH NE DOCUMENTS/PLANS 94. CONTRACTOR SHALL DESIGNATE NE PIPE MATERIAL ACTUALLY INSTALLED ON NE FIELDIOC 92 RELATIVE TO THE SPECIFICATIONS OR THE APPLICABLE CODES, IT IS THE CONTRACTOR'S 49. GRANULAR BASEROCK SHALL CONFORM TO THE REQUIREMENTS OF OSSC (ODOT/APIA) �• WATEN MAINS TO BE INSTALLED WITH A MINIMUM 36 INCH COVER TO FINISH GRADE RECORD DRAWINGS AND PROVIDE THIS INFORMATION FOR INCLUSION ON THE AS BUILT ler MO RESPONSIBILITY TO NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING PRIOR TO THE START TRENCH BACKFILL 1 TEST/200 FOOT TRENCH/LIFT (4 TESTS MINIMUM) 02630.10 (DENSE GRADED BASE AGGREGATE). COMPACT BASEROCK TO 95% OF THE UNLESS OTHERWISE NOTED OR DIRECTED. WATER SERVICE LINES SHALL BE INSTALLED WIN DRAWINGS. A MINIMUM 30-INCH COVER. DEEPER DEPTHS MAY BE REQUIRED AS SHOWN ON NE .. OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE OWNER'S REPRESENTATIVE MAXIMUM DRY DENSITY PER AASHTO T-180 TEST METHOD (MODIFIED PROCTOR). WRITTEN DRAWINGS OR TO AVOID OBSTRUCTIONS AND CONFLICTS. 95. STORM DRAIN INLETS SHALL BE SET SQUARE .WITH BUILDINGS OR WITH THE EDGE OF THE SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO TRENCH RESTORATION 1 TEST/200 FOOT TRE?NCH/LIFT (4 TESTS MINIMUM) BASEROCK COMPACTION TEST RESULTS FROM AN INDEPENDENT TESTING LABORATORY MUST PARKING LOT OR STREET * RON THEY LIE. STORM DRAIN INLET STRUCTURES AND PAVING 5. COMPLETE NE SCOPE OF WORK AS DEFINED BY THE DOCUMENTS/PLANS IN FLU. BE RECEIVED BY NE OWNER'S AUTHORIZED REPRESENTATIVE BEFORE PLACING A.C. 78. THRUST R STRAINT SHALL BE PROVIDED ON ALL BENDS, TEES AND OTHER DIRECTION SHALL BE ADJUSTED SO WATER FLOWS INTO NE STRUCTURE WITHOUT PONDING WATER. Emu i COMPLIANCE WIN LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES. WATER PRESSURE WITNESSED BY CITY OR OWNER'S REP REQUIRED CTION REQUIREMENTS AND AS SPECIFIED OR SHOWN ON NE 96. UNLESS OTHERWISE APPROVED BY THE ENGINEER, ALL STORM DRAIN CONNECTIONS SHALL BE Erna' W DRAWINGS. ALL RESTRAINED MECHANICAL JOINT FITTINGS SHALL INCLUDE THE REQU F PAVEMENT. 9. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE APPROVED PLANS AND THE 50. A.C. PAVEMENT SHALL BE 1/2" DENSE GRADED MIX CONFORMING TO OSSC (PRET/APWA) NUMBER GF PUSH-ON PIPE JOINT RESTRAINTS TO OBTAIN THE NECESSSARY PIPE BY MANUFACTURED TEES, WYES OR SADDLES. CO ca APPUCABLE PROVISIONS OF THE APPROVING AGENCIES' CONSTRUCTION STANDARDS, THE WATER BACTERIAL PER OREGON HEALTH DIVISION REQUIREMENTS 00744 HOT MIXED ASPHALT CONCRETE (HMAC) PAVEMENT A.C. PAVEMENT SHALL BE LEVEL RESTRAINBID LENGTH. 97. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, ALL STORM PIPE INLETS AND OUTFALLS Crn) N ce MOST RENT EDITION OF THE UNIFORM PLUMBING CODE (OPSC), THE MOST RECENT EDITION WATER CHLORINE RESIDUAL TEST PER CITY REQUIREMENTS 2 HMAC PER OSSC (ODOT/APWA) 00744.13. A.G. PAVEMENT SHAD_ BE COMPACTED TOA 79. ALL VAL SHALL BE FLANGE CONNECTED TO ADJACENT TEES OR CROSSES, UNLESS SHAD. BE BEVELED FLUSH TO MATCH THE SLOPE WI�IEREN THEY LIE 1"� - OF THE INTERNATIONAL BUILDING CODE (IBC), APIA STANDARDS, OREGON HEALTH DIVISION MINIMUM OF 91% OF MAXIMUM DENSITY AS DETERMINED BY THE RICE STANDARD METHOD. aim OTHERWISE SHOWN OR APPROVED BY THE ENGINEER. DEFLECT STORM SEWER PIPE INTO CATCH BASINS AND MANHGILES AS REQUIRED. MAXIMUM 44 1 (ONTO), AND THE DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) WHEREIN EACH HAS WRITTEN AC PAVEMENT COMPACTION TEST RESULTS FER{N~1 AN INDEPENDENT TESTING 98. JURISDICTION. . - EWER AIR TEST PER aTVAPWA REQUIREMENTS. WITNESSED BY OWNER'S LABORATORY MUST B£ RECEIVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE BEFORE 80.` WATER SRVIGE PIPE ON THE PUBLIC SDE OF THE METER SHALL {XRNF{RM TO APPROVING ,ANT DEFLECTION SHALL NOT EXCEED 5 DEGIREES OR MANUFACTURERS RECOMMENDATIONS, Timm, -J - FINAL PAYMENT. AGENCY CONSTRUCTION STANDARDS. WHICHEVER IS LESS. I- 1..10. CONTRACTOR SHALL AT ALL TiMES ABIDE BY APPLICABLE SAFETY RULES OF OSHA,IN SEWER MANDREL 95% OF ACTUAL PIPE DIAMETER WITNESSED BY OWNER'S REP. 99 UNLESS OTHERWISE SHOWN OR DIRECTED, INSTALS: STORM SEWER PIPE N ACCORDANCE WITH ' PARTICULAR THOSE REGULATIONS PERTAINING TO ADEQUATE SHORING AND TRENCH - : 51. FOR PARKING LOTS OR PRIVATE ACCESS DRIVES, THE FINAL LIFT OF A.C. PAVEMENT SHALL 81. WATER SEkvia PIPE 3-INCH AND SMALLER ON THE PRIVATE SIDE OF THE METER SHALL BE PROTECTION FOR WORKMEN. SEWER MANHOLE i VACUUM TEST PER MANHOLE (CITY/APIA STANDARDS). NOT BE PLACED UNTiL AFTER THE BUILDING IS FULLY ENCLOSED AND WEATHERPROOF, SCHEDULE 80 PVC. WATER SERVICE PIPE 4-INCHES AND LARGER ON THE PRIVATE SIDE OF MANUFACTURER'S INSTALLATION GUIDELINES WITNESSED BY OWNER'S REP. UNLESS OTHERWISE APPROVED BY THE OWNER'S AUTHORIZE) NEREPRESENTATIVMETER SHALL BE ASTM D2241 DR 21 (200 PSI) OR AIWA C900 PVC PIPE (DR 18), 100. BEFORE MANDREL TESTING OR FINAL ACCEPTANCE, FLUSH AND CLEAN ALL STORM DRAINS, al alt 11. CONSTRUCTION OF ALL PUBLIC FACILITIES SHALL BE DONE WITHIN THE HOURS PERMITTED BY E. WITH RUBBER GASKETS CONFORMING Tp ASTM F477. PRIVATE WATER SERVICE PIPING SHALL THE GOVERNING JURISDICTION. . BE RUN BETWEEN 52 UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE HYDROSTATICALLY PRESSURE TESTED TO A MINIMUM OF 150% OF THE MAXIMUM STATIC AND REMOVE ALL FOREIGN MATERIAL FROM THE PIPES, MANHOLES AND CATCH BASINS ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN. PRESSURE AT THE SITE. ALL MATERIALS AND WORKMANSHIP FOR PRIVATE WATER LINES 141. CONTRACTOR SHALL CONDUCT DEFLECTION TEST OF FLEXIBLE STORM SEWER PIPES BY W 12. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT IN STORM MANDREL 95X OF ACTUAL PIPE DIAMETER. WITNESSED BY OWNER'S REP. SHALL BE INSTALLED IN CONFORMANCE WITH OPSC REQUIREMENTS BY A UCENSED PLUMBER. PUWNG AN APPROVED MANDREL THROUGH THE COMPLETED PIPELINE FOLLOWING TRENCH ACCORDANCE WIN NE'APPROVED CONSTRUCTION DRAWINGS INCLUDING SUCH INCIDENTALS .: 53. FINISH PAVEMENT GRADES AT TRANSITION TO EXISTING PAVEMENT SHALL MATCH EXISTING COMPACTION. THE DIAMETER OF THE MANDREL SHALL BE 95% OF THE INITIAL PIPE ' AS MAY BE NECESSARY TO MEET APPLICABLE AGENCY REQUIREMENTS AND PROVIDE A PAVEMENT GRADES OR BE FEATHERED PAST JOINTS WITH EXISTING PAVEMENT AS REQUIRED 82 DOMESTIC, IRRIGATION AND ARE BACKFLOW PREVENTION DEVICES AND VAULTS SHALL TO PROVIDE A SM 30DAYSTHE CIH COMPUTED PROJECT: . : 00TH, FREE DRAINING SURFACE DIAMETER TEST SHALL BE CONDUCTED NOT MORE THAN AFTER TEEN CONCRETE SLUMP 1 SET OF CYLINDERS/100 C.Y. OF CONCRETE POURED PER DAY. CONFORM TO REQUIREMENTS OF PUBLIC AND/OR PRIVATE AGENCIES HAVING JURISDICTION. BACCFlWNG AND COMPACTION HAS BEEN COMPLETED. 0 SLUMP AND AIR TESTS REQUIRED ON SAME LOAD AS CYLINDERS 54 ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENT BOXES, GAS VALVES, DEVICES ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTORTHE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING BACKFLOW TESTED AND ZZ'' PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL REVIEW AND COORDINATE THE WATER VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF CERTIFIED PRIOR TO FINAL ACCEPTANCE OF THE WORK. 1p2 ALL NEW FRANCHISE AND PRIVATE UIIUIiES (POWER, CABLE TV, TELEPHONE, GAS, DATA, 31. IN ADDITION TO IN-PLACE DENSITY TESTING, THE SUBGRADE AND BASEROCK SIHALL BE . SIDEWALK, LANDSCAPED AREA OR MEDIAN STRIP WHEREIN THEY UE VERIFY COMMUNICATION, ALARMS, ETC.) SHALL BE INSTALLED UNDERGROUND IN CONFORMANCE WITH Nov BUILDING LAYOUT BY CAREFUL REVIEW OF THE SITE PLAN AND LATEST ARCHITECTURAL THE PAVEMENT (INCLUDING UTILITY SERVICE PROVIDER INSTALLATION SPECIFlCAIIONS AND STANDARDS INSTALLATION NOT LIMITED in StFTUCTU MECHANIC ELECTRICAL, PLUMBING, ROOF-ROLLED WITH A LOADED 10-YARD DUMP TRUCK PROVIDED BY THE CONTRACTOR. THAT ALL VALVE BOXES AND RISERS ARE CLEAN AND CANTERED OVER THE OPERATING NUT. 83. CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT AND MATERIALS PIANS INCLUDING BUT N RAL, AL., AND ETRE SUPPRESSOR PIAN, WHERE APPLICABLE). CONTRACTOR SMALL IMMEDIATELY BASEROCK PROOF ROU. SHAM TAKE PIMP IMMEDIATELY PRIOR TO (WITHIN 24 HAIRS O') PLUGS, BI,OWO}FFS, VALVES, SERVICE TAPS, ETC.) REQUIRED TO FLUSH, TEST AND DISINFECT OF SUCH UTILITIES OR ASSOCIATED CONDUITS IN A COMMON TRENCH WITH WATER, SANITARY PAVING, AND SHALL BE WITNESSED BY THE OWNER'S REPRESENTATIVE. LOCATION AND 55. FINISHED RIM ELEVATIONS O" MANHOLES SHOWN WITHIN PAVEMENT ARE APPROXIMATE AND WATERUN S PER PUBLIC AGENCY REQUIREMENTS PRIOR TO PLACING INTO SERVICE SEWER, OR STORM SEWER iS PROHIEOTED. 0 NOTIFY THE OWNERS REPRESENTATIVE AND ARCHITECT_OF ANY DISCREPANCIES PATTERN OF ROOF ROI. TO BE AS DIRECTED BY OWNER'S REPRESENTATIVE OR APPROVING SHALL MATCH FINAL FINISHED PAVEMENT GRADES. RIM ELEVATIONS OUTSIDE CT' PAVEMENT .■m SHALL BE SET 3" ABOVE FINISHED {TRADE, UNLESS OTHERWISE DIRECTED OR SHOWN ON THE 84. THE VMI SHALL BE PERFORMED N A MANNER DESIGNATE} TO MAINTAIN WATER SERVICE 103. CONTRACTOR SHALL COORDINATE WITH POWER, TELEPHONE AND CABLE TV COMPANIES FOR 14: tCINTRACTC3R STALL. REFER TC} ARCHITECTURAL BUILDING PIANS FOR EXACT LOCATIONS MD AGENCY. DRAWINGS. TO BUILDINGS SUPPLIED FROM THE EXISTING WATERLINES. IN NO CASE SHALL SERVICE TO LOCATION OR RELOCATION O" VAULTS, PEDESTALS, ETC. ALL ABOVE-GRADE FACILITIES DIMENSIONS OF BUILDING ENTRY/EXIT LOCATIONS, ELEVATIONS, PRECISE BUILDING 32 ALL ENGINEERED FILLS REQUIRE AN APPROVED INDEPENDENT TESTING LABORATORY RETAINED ANY MAIN UNE OR BUILDING BE INTERRUPTED FOR MORE THAN FOUR (4) HOURS IN ANY SHALL BE PLACED INA LOCATION OUTSIDE THE PROPOSED SIDEWALK LOCATION. Cii) . DIMENSIONS, AND EXACT UTIUTY CONNECTION LOCATIONS. • BY THE CONTRACTOR, TO PROVIDE WRITTEN CERTIFICATION STAMPED BY AN OREGON 56. NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER THAN 2 FT HORIZONTAL TO 1 ONE-DAY. CONTRACTOR SHALL NOTIFY THE CITY AND ALL AFFECTED RESIDENTS AND REGISTERED PROFESSIONAL ENGINEER STATING THAT THE SUBGRADE WAS PREPARED AND FT. VERTICAL (2H:1V) UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE BUSiNE S A MINIMUM OF 24 BUSINESS HOURS (1 BUSINESS DAY) BEFORE ANY 104• POWER, TELEPHONE MD TV TRENCHING AND CONDUITS SHALL BE INSTALLED PER UTILITY _ 15. ANY INFECTION BY THE CITY, COUNTY, AKS, OWNERS REPRESENTATIVE, OR OTHER • ALL ENGINEERED FILLS WERE PLACED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS GEOTECHNICAL ENGINEER FOR THE PROJECT. INTERRUP ON OF SERVICE COMPANY REQUIREMENTS WITH PULL WIRE. CONTRACTOR SHALL VERIFY VATH UTILITY AGENCIES SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO " COMPANY FOR SIZE, LOCATION AND TYPE OF CONDUIT BEFORE CONSTRUCTION, AND SHALL PERFORM THE WORK IN STRICT COMPLIANCE WITH THE CONTRACT DOCUMENTS, APPLICABLE AND CONTRACT DOCUMENTS. 57. ALL PLANTER AREAS AND OPEN SPACE SHALL BE BACKFILLED WITH APPROVED TOPSOIL IN 85. WHEN POSSIBLE THE BOTTOM pF PUBLIC WATER LINES SHALL BE 1.5 FEET OR MORE ENSURE THAT TRENCHES ARE ADEQUATELY PREPARED FOR INSTALLATION PER UTILITY CODES, AND AGENCY REQUIREMENTS 33. THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE CONFORMANCE WITH THE LANDSCAPE PLAN FOR THE PROJECT. STRIPPING MATERIALS SHALL .. ABOVE THE TGP OF SANITARY SEWER LINES AT CROSSINGS VNTH ONE FULL LENGTH OF THE COMPANY REQUIREMENTS. ALL CHANGES IN DIRECTION OF UTILITY CONDUIT RUNS SHALL rum . TRACTOR DEVIATES FROM THE APPROVED PLANS, INCLUDING THESE NOTES, COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. WE DO NOT GUARANTEE THE NOT BE USED FOR BACKFILL, UNLESS APPROVED IN WRITING BY THE OWNER'S WATER LITE CENTERED AT THE CROSSING. WHERE SANITARY SEWER LINES CROSS ABOVE OR HAVE LONG RADIUS STEEL BENDS. CO 16. W THE CON ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. ADDITIONAL UiiL TIES MAY EXIST REPRESENTATIVE. WITHIN 18-INCHES VERTICAL SEPARATION BELOW A PUBLIC WATER UNE, SEWER MAINS WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH 105. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH FRANCHISE UTILITIES FOR REMOVAL (R "V'> DEVIATORS, CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS WTHIN THE WORK AREA. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND SIZES OF ALL 58CONTRACTOR SHALL SEED AND MULCH ALL EXPOSED SLOPES AND DISTURBED AREAS, WHICH AND/OR SERVICE LATERALS SHALL BE REPLACED WITH A FULL LENGTH OF 0900 PVC PIPE RELOCATION OF POWER POLES, VAULTS, PEDESTALS, MANHOLES, ETC. TO AVOID CONFLICT INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS. EXISTING UTILITIES PRIOR TO CONSTRUCTION. ARE NOT SCHEDULED TO BE LANDSCAPED. (DR 18) CENTERED AT. NE CROSSING IN ACCORDANCE WITH OAR 333. CONNECT TO WIN CITY UTiUTY STRUCTURES, ARE HYDRANTS, METERS, SEWER OR STORM LATERALS, ETC. 0 34 . ANY UTILITIES LOCATED IN THE FIELD THAT NE CONTRACTOR DISRUPTS OR DAMAGES SHALL EXISTING EWER UNES WITH APPROVED RUBBER COUPLINGS. • 17. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND 59. GRADING SHOWN ON THE DRAWINGS IS CRITICAL TO FUNCTIONING OF DETENTION SYSTEM AND 106. ALL FRANCHISE UTUTY STRUCTURES (VAULTS, PEDESTALS, UGHT POPS, ETC.) SHALL BE CONSTRUCTION REVIEW SERVICES RELATING TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR BE PROMPTLY REPAIRED TO NEW CONDITION. IF REQUIRED, CONTRACTOR SHALL INSTALL SHALL BE STRICTLY FOLLOWED. 86. A MINIMUM OF TEN FEET (10') HORIZONTAL SEPARATION, MEASURED FROM EDGE-TO-EDGE, SET A MINIMUM OF 1 FOOT FROM ANY PROPERTY CORNER OR SURVEY MONUMENT TO MEANS, METHODS, TECHNIC,XIES, SEQUENCES OR PROCEDURES REQUIRED FOR THE SUITABLE TEMPORARY SERVICE UNTIL REPAIR CAN BE COMPLETED. THE COST OF THE 1S REQUIRED BETWEEN PUBLIC WATER AND SANITARY SEWER LINES AND MANHOES. ALL 1.0% TION SHALLCONFORM TOAND OAR 333 REQUIREMENTS FOR CONTRACTOR TO PERFORM HIS WORK. REPAIR DE TEMPORARY SERVICE SHAD_ BE BORNE BY THE CONTRACTOR. . 60. THE CONTRACTOR IS RESPONSIBLE TO ENSURE MINIMUM SLOPE ON ALL NEW CONCRETEAMERICANS WITH DISABILITIES ACT {ADA} NOTES OWNER ANOWNER'S REPRESENTATIVE IMMEDIATELY OF ALL UTILITIES EXPOSED. SURFACES TO PREVENT PONDING. ANY DISCREPANCIES NAT MAY AFFECT AND ASPHALT SEPARATi CONSTRUCTOR DE 18. CONTRACTOR SHALL MAINTAIN ONE {1} COMPLETE SET DE APPROVED PLAINS ON THE 35. NOTIFY THE D � ADA COMFUAINCE, PUBLIC SAFETY, OR PROJECT COST MUST BE IDENTIFIED N WRITING TO 1. t�O+I7RACTORS SHALL EXERCISE AFROPRIATE CARE AND PRECISION N tXMON CTICMN � CONSTI UCTIOON SITE AT ALL TIMES WHEREON HE WILL RECORD ALL APPROVED ORATIONS IN UNIDENTIFIED UTILITIES SHALL NOT BE DISRUPTED OR CUT UNTIL OWNER OR OWNERS THE OWNER'S REPRESENTATIVE IMMEDIATELY. PROCEEDING WITH CONSTRUCTION WITHOUT 87. PRIVATE ATOR LINES MALL HAVE A MINIMUM 12-INCHES CLEAR ABOVE THE TOP tP ADA ACCESSIBLE COMPONENTS ON THE PROJECT. T}IE ADA tCMFi NENTS MUST (DARN WITH DESCRIED BY JDS CONSTRUCTION FROM THE APPROVED DRAWINGS, AS WELL AS LOCATIONS AND DEPTHS OF REPRESENTATIVE HAS APPROVED NE CUT OR DISRUPTION. OWNER'S REPRESENTATIVE AUTHORIZATION AND REVIEW OF THE DISCREPANCY iS AT THE PRIVATE ANITARY SEWER LINES AND A MINIMUM OF 12-INCHES HORIZONTAL SEPARATION ALL LOCAL, STATE, AND FEDERAL ACCESSIBILITY RULES, CODES, AND REGULATIONS DRAWN BY JMD AL.. EXISTING UTILITIES ENCOUNTERED. THESE FIELD RECORD DRAWINGS SHAM BE KEPT UP 36. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING ALL EXISTING CONTRACTOR'S OWN COST RISK. IN ACCORDANCE WITH CURRENT OREGON PLUMBING SPECIALTY CODE (OPSC). 2 FINISHED SURFACES ALONG THE ACCESSIBLE PATH OF TRAVEL FROM PARKING STALLS, CHECKED BY: JPC TO DATE AT ALL TIMES AND SHALL BE AVAILABLE FOR INSPECTION BY THE CITY OR SURVEY MONUMENTS OF RECORD (INCLUDING BUT NOT UNITED TO PROPERTY AND STREET 88. SANITARY SEWER PIPE SHAD. BE SPUD WALL PVC IN CONFORMANCE WITH ASTM D3034 SDR PUBLIC TRANSPORTATION AND PEDESTRIAN ACCE5SWAYS TO THE POINT(S) OF ACCESSIBLE OWNER'S REPRESENTATIVE UPON REQUEST. MONUMENTS) PRIOR TO CONSTRUCTION. 61. 6-INCHES NOMINAL CURB EXPOSURE USED FOR DESIGN OF ALL PARKING LOT GRADES, AS NOTED IF ANY SURVEY MONUMENTS ARE REMOVED, UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS. 35. MINIMUM STIFFNESS SHALL BE 46 PSI PER ASTM D-2412 AND JOINT TYPE SHALL BE BUILDING INGRESS AND EGRESS SHALL COMPLY WITH ADA CODE REQUIREMENTS. ' 19. UPON COMPLETION OF CONSTRUCTION OF ALL NEIN FACILITIES, CONTRACTOR SHALL SUBMIT A DISTURBED OR DESTROYED DURING CONSTRUCTION OF THE PROJECT THE CONTRACTOR ELASTOMERIC GASKET CONFORMING TO ASTM D-3212. ALL OTHER APPURTENANCES AND DAlE:2/21/2018 CLEAN SET OF FIELD RECORD DRAWINGS CONTAINING ALL AS-BUILT INFORMATION TO THE SHALL RETAIN AND PAY FOR NE SERVICES OF A REGISTERED PROFESSIONAL SURVEYOR 62. WHERE NEW CURBING CONNECTS TO EXISTING CURBING OR iS INSTALLED ALONG EXISTING INSTALLATION TO CONFORM TO THE CITY SPECIFICATIONS. ALL MATERIALS AND 3. PARKING SPACE AND AISLE SLOPE SHALL NOT EXCEED 1:48 (1/4" PER FOOT OR NOMINALLY ' REPRESENTATIVE. ALL INFORMATION SHOWN ON THE CONTRACTOR'S FIELD RECORD LICENSED IN THE STATE OF OREGON TO REFERENCE AND REPLACE ALL SUCH MONUMENTS STREETS OR PAVEMENT THE GUTTER GRADE SHALL MATCH THE EXISTING STREET GRADES WORKMMSHIP FOR PRIVATE SANITARY SEWERS SHALL BE INSTALLED IN CONFORMANCE WM 20X) IN ANY DIRECTION. �� , 1. io D�EDSHALL BE SUBJECT TO VERIFICATION. IF SIGNIFICANT ERRORS OR DEVIATIONS ARE PRIOR TO SUBSTANTiAL COMPLETION O F NE PROJECT. THE MONUMENTS SHALL BE SO AS TO ALLOW DRAINAGE FROM THE STREET TO THE GUTTER AND THROUGH ANY OPSC RE IREMENTS. 4. CURB RAMP SLOPE SHALL NOT EXCEED.1:12 (8.3X) FORA MAXIMUM OF SIX (6) FEET. ��r9�`4'� ` DRAWINGSREPLACED WITHIN A MAXIMUM OF 90 DAYS, AND THE COUNTY SURVEYOR SHALL BE NOTIFIED TRANSITIONS THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE IN WRITING 82PE . NOTED, AN AS-BUILT SURVEY PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL 89. OPENINGS FOR CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE-DRIWNG , IN WRITING AS REQUIRED BY PER ORS 209.150. OF ANY GRADE DISCREPANCIES OR PROBLEMS PRIOR TO CURB PLACEMENT. 5. . . LANDINGS SHALL BE PROVIDED AT EACH END OF RAMPS, SHALL HAVE POSITIVE DRAINAGE, LAND SURVEYOR SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE THE EaCiS NG MANHOLE STRUCTURE, AND INSTAIlING A RUBBER BOOT. CONNECTIONS SHALL AND SHALL NOT EXCEED 1:48 (1/4' PER FOOT OR NOMINALLY 2 N ANY DIRECTION. OREGON _ '' BE WA GHT AND SHALL PROVIDE A SMOOTH FLOW INTO AND THROUGH THE MANHOLE ( / r 20. CONTRACTOR SHAM CONFORM TO DEQ STORMWATER PERMIT N0. 1200CM FOR CONSTRUCTION 37. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTiUTIES WHERE 63. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS WHERE SHOWN IN ACCORDANCE NEW FACILITIES CROSS All UTILITY CROSSINGS SHOWN ON THE DRAWINGS SHALL BE WITH CURRENT ADA REQUIREMENTS. WITH NO ENDING. SMALL CHIPPING HAMMERS OR SIMILAR UGHT TOOLS WHICH WILL NOT 6 PATH O F TRAVEL ALONG ACCESSIBLE ROUTE SHALL PROVIDE A MINIMUM OF 36 INCH + ✓fit' 29. 1°4q `'� ACTIVITIES NAT DISTURB BETWEEN ONE AND FIVE ACRES. POTHOLED USING HAND TOOLS OR OTHER NON-INVASIVE METHODS PRIOR TO EXCAVATING OR DAMAGE CRACK THE MANHOLE BASE MAY BE USED TO SHAPE CHANNELS, BUT MAY BE UNOBSTRUCTED WIDTH OF TRAVEL THE SLOPE SHALL BE NO (TREATER THAN 1:20 (5.0% OR A CHR 1 S% • 3 '- 21. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL MEASURES IN BORING. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTIUTY CONFLICTS - 64. SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES NICK AND STANDARD DRIVEWAYS SHALL BE . USED TO LARGE EXISTING OPENINGS ONLY IF AUTHORIZED IN WRITING BY NE OWNER'S ( ' oA MINIMUM OF 6-INCHES THITO. COMMERCIAL USE DRIVEWAYS SHALL BE MINIMUM 8-INCHES 5/8' PER FOOT) IN THE DIRECTION OF TRAVEL, AND SHALL NOT EXCEED 1:48 (1 j4' PER RENEWAL DATE: 12/31/19 ACCORDANCE WITH DEQ'S EROSION AND SEDIMENT CONTROL MANUAL, CURRENT EDITION, AND FAR ENOUGH AHEAD OF CONSTRUCTION TO MAKE NECESSARY GRADE OR AUGNME NT REPRESENTATIVE. USE OF PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED. FOOT OR NOMINALLY 2 I _ . THICK. ALL CURBS, SIDEWALKS AND DRIVEWAYS SHALL IE CONSTRUCTED USING 3300-PS 0�} N CROSS SLOPE WHERE PATH OF GRAVEL WILL (TREATER EROS COONTRCO. STANDARDS OF THE LOCAL JURISI�CTi{NN. NECESSARY CONTRACMCDFTCATIONS TOR SHALL NOTIFT DELAYING THEY ENGINEER, AND THE IF GRADE OR ENGINEER OR LHMENIT ON LS CONCRETE, ANO SHALL. BE CURED WITH TYPE 1 OR TYPE 1 d CLEAR CURING COMPDXUND. 90. PROJECT PLUMBER SHAM INSTALL BACKFLOW PROTECTION FOR SANITARY SYSTEM IN THAN 1:20 (5.0X), AN ACCESSIBLE RAMP WITH A MAXIMUM SLOPE OF 1:12 (8.3x) FORA ,Rows- . 22. ELEVATIONS SHOWN ON THE DRAWINGS ARE BASED FROM WASHINGTON COUNTY GEODETIC : - - OWNER'S REPRESENTATIVE SHALL OBTAIN APPROVAL FROM THE CITY PRIOR TO ACCORDANCE WITH CHAPTER 7 OF NE OREGON PLUMBING SPECIALTY CODE, IF REQUIRED. MAXIMUM DISTANCE OF 30 FEET SHALL BE PROVIDED INCLUDING HANDRAILS. THE RAMP 65. PRIOR TO INSTALLATION OF CURB, GUTTER, ADA RAMPS, OR SIDEWALK THE OWNER'S I SHALL HAVE ACCESSIBLE HAND RAILS AND LANDINGS ON EACH END WITH A SLOPE N ANY 8 - CONTROL. PONT NO. GC 22-028, ELEVATION 275.00(NGVD 1929 DATUM), CONSISTING OF A CONSTRUCTION. UNE, 91. CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS, EQUIPMENT AND FACILITIES TO DIRECTION NOT EXCEEDING 148 (1/4' PER 2-1/2 INCH (BRASS DISK); LOCATED AT INTERSECTION OF SW 72ND AVENUE ANO HIGHWAY REPRESENTATIVE MD/OR CITY iNSPECTCR SHALL BE CONTACTED TO INSPECT STRING IRE FOOT OR NOMINALLY 20X). c FACILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR UNLESS OTHERWISE BASEROCK, AND FORMWORK. TEST SANITARY SEWER PIPE AND APPURTENANCES FOR LEAKAGE 1N ACCORDANCE WITH 99W - INN THE EAST SIDE OF NE ENTRANCE TO FRED MEYER. SURVEYING FOR DESIGN • TESTING CHEDULE STATED ABOVE OR THE CITYS CONSTRUCTION STANDARDS, WHICHEVER 7. DOORWAYS SHALL HAVE A LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS JOB NUMBER . SHOWN OR DIRECTED. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO o WAS COMPLETED BY AKS ENGINEERING AND FORESTRY AT (503) 563-6151. 66. WHERE TRENCH EXCAVATION REQUIRES REMOVAL OF PCC CURBS AND/OR SIDEWALKS, THE ARE MOR STRINGENT. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR SLOPED NO MORE THAN 1:48 {1/4' PER FOOT OR NOMINALLY 20X) FOR FESTIVE SUPPORT, MAIDURING N OTHERWISE PROTECT AC EXISTING UTILITIES AND OTHER ES IN FACILITIES AT CURBS AND/OR SIDEWALKS SHALL BE SAWCUT AND REMOVED AT A TOOLED JOINT UNLESS LEAKAGE. LEAKAGE TESTS SHALL INCLUDE AN AIR TEST OF ALL SEWER MAINS AND DRAINAGE. THIS LANDING AREA SHALL BE NO LESS THAN 60 INCHES (5 LONG, 5 77 23. NE CONTRACTOR SHALL COORDINATE WITH NE SURVEYOR RETAINED BY NE OWNER OR ALL TIMES DURING CONSTRUC110N. CONTRACTOR TO LEAVE E:XISTiNG FACIUTiES AN / � = .. RETAIN AND PAY FOR THE SERVICES OFA REGISTERED CIVIL ENGINEER AND/OR LAND EQUAL OR BEI ikK-THAN-ORIGINAL CONDITION. OTHERWISE AUTHORIZED IN WRITING THE CITY OR OWNERS REPRESENTATIVE THE SAWCUT LATERALS, AND VACUUM TESTING OF THE MANHOLES. MANHOLE TESTING SHALL BE EXCEPT WHERE OTHERWISE PERMITTED BY ACCESSIBILITY STANDARDS FOR ALTERNATIVE LINES SHOWN ON THE DRAWINGS ARE SCHEMATIC AND NOT INTENDED TO SHOW THE EXACT PERFORM D AFTER COMPLETION OF A.C. PAVEMENT AND FINAL SURFACE RESTORATION. DOORWAY OPENING CONDITIONS AND APPROVED BY THE OWNER'S REPRESENTATIVE. SURVEYOR LICENSED IN THE STATE OF OREGON TO ESTABLISH CONSTRUCTION CONTROL AND 39. -UTILITIES OR INTERFERING PORTIONS OF UTILITIES THAT ARE ABANDONED IN PLACE SHALL BE ALIGNMENT OF SUCH CUTS. PERFORM INITIAL. CONSTRUCTION SURVEYS TO ESTABLISH THE LINES AND GRADES 92 BEFORE ANDRE_ TESTING AND/OR TV INSPECTION, FLUSH AND CLEAN ALL SEWERS, AND C001 IMPROVEMENTS AS INDICATED ON THE DRAWINGS. STAKING FOR BUILDINGS,.STRUCTURES, REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. 67. ALL TAPPING OF EO(ISTiNG MUNICIPAL SANITARY WEIR, STORM DRAIN MAINS, AND MANHOLES REMOVE FOREIGN MATERIAL FROM THE MAINLINES AND MANHOLES "' CURBS, GRAVITY DRAINAGE PIPES/STRUCTURES AND OTHER CRITICAL IMPROVEMENTS SHALL THE CONTRACTOR SHALL HAVE ALL OPENINGS CLOSED WITH CONCRETE PLUGS WIN A /S wpm i FNr.Tu mel TA 9 •nNrc Tui Nein nr Tui eRenlnruiM mar MUST BE DONE BY CITY HPDR AHD APPROVED CONTRACTOR. EX STM MH I w CC RIM: 269.69 / I cc 1- EX STU MH EXSTM MH RIM: 28200 �, EX SAN MH RIM: 27108 EX SAN MH `Nj Lj_ IE IN: 277.30 (12"NW} RIM: 273.63 IE IN: 262.64 (15 E) RIM: 270.44 EX STM MH _ / ' ! / y EX STM MH IE IN: 276.88 (15"N) TAX LOT 2500 IE IN: 259.93 (10"S) IE IN: 261.44 (12"W) RIMS 70.94- r. a a " 818 10 N EX STM MH TAX LOT 2600 _ / CC RIM: 292.66 IE OUT: 276.68 (15 S) TAX MAP 15 1 36DA IE IN. �b ( E) IE IN: 260.85 (15 N) RIM; 270.61 . I 4. CC a TAX LOT 6502 - - IE OUT: 25$x12 (,0"SW} IE OUT: 260.55 (15"S} - TAX MAP 1S 1 36DA - - _ I f / i- 4 TAX MAP1S136AD - - - _ - a0 `= _ / DRIVEWAY w�j / -sem f EX SAN MH MC z to l1 ---------__ wAT- 7 ___.A,AT / - 1L-- --+WAT--\ - - 4.wAT_ I wAT n ! -;'- 17- ---- �/ ,/� vo N F !M. 277.37 Z `,� J R _ wiz -wAr -- �- - -�-WAr- -WAr -wAr- - - -WA-t-- - s -wAT---- -- i - / g Z �� -� I SW SSITH I PARKIWA \ �\ I \ _ iii / N88'1T4z"w 1s.38' W I ) - \ - _ \ ov.iiiii-00" 715- 5 EX STM MH �.. �, cc> z f f ) Q f ,, / 2 7�� -' / - �-- _ -\ _ _ _ _ i - - --- � _/� 0 ORS F r-- - REM: 275.84 o cn z f 1 1 1 ?co / / I I l `4 -s"", -srN- �Sw- - - / _s"' N-' .. A czar n / - f tiSANSAN / �--'� _ N013910 E 1.16 k' 15" CMP ------- , _ 4.4, _. _N0 / � -14 ' ci, \' Y-'\'' (124 \ - , � \_,,..- 1 �'_ � \ \ \ 6X '1 �'; J I Iq � i , ° a ° ° - - ' , � ° J ''M -: - _16 -- - 1 � Qtt7 �n y C'3 EC / J+i ...� v v z o 1 I __ `+ 0 ` 01\ ?,--- 2'" • .,/ 1 i / i _pEX SAN M s 1• i'vE -`W _ --7` �-- -270- - -� --- f- -------------- __ _ \ '\ \ a 1 N26'S5'S7"W 9.94' 0,,`'�1E �R7 .5ft/O /E�/ / l I I �4101�'; ��` -� ` \y =-7-7---------_ _ -_-_-.----- = - \ \ ` a \ . t:t1 - \ ) MP:I 7 4 I 1 !E IN:�256 X61 (10 �j' i.. -``N----- LIIL �+st�� a - / \ Z 1 13100 .-� \ �j / IE OUT:1256.4-8 4 - F- - Tom`` ;. � \- ii �\ �-- 1 W A �5L 15E EA5EMT-� f ( _ \�� --265-- -----t---:------ • \\ --_ r \ /// 2-1 10 11..E -3 001 IMI 1(D I IIS f PER DOC-04. 573' J \\ \ \` `‘ ` .. �'. i __ - -�/ /� \ \\ R\. r 400 i 4M.fi, 29 .�3 J 1 I I r 85-043573 J I 1 EX STM MH' ��\ \\ \ ` IL'` -� - � % � \\ \_ \\_ -�� 7 \ ; 0 Q ( ad _ - ( IV -_ - p 1 W :14".51, 1 , 111 I RIM 273.0 o \`\\ T�AL� • \ -^ �- w �� , • ,. , \ \� - I W u, e I U P. 28'9 9 I !E IN: 266.77 10"N \ �. ` ' l., \ `� CUL \, \ \, �•�e �'�� f \ I iT N u) 1 f l f I ( " f 2 \ \\ \ \ �\ �l` , �� !�� \\ - �2fi0 I IE: 253. \� \ `\ \; \ . , CC ~ - , f { L = 1 f I I ro r r JIE OUT 26fi.6 (12 ) -- 1 1 �` '4 �. \\ rT ✓ ..w / / y \ I p rn II rn I +/� SUM'': 26 .10 / _ / \J , `\\\\��\ \ ~ C'T r`/ ; 1 ` \ a I r, , .:)\ \�\'- \ , , 1 N CC O ` / ) [ \ I / N CV f I I f , ,\ \\ ►`, \ , -�\ ��f9 G±, I '•X` \\� \\ - 1\t !�., ; EX�5 LI ,�;i I 1 t/R, Ti / / I E�I STM 0--�q� it �� 1 \� ��`\\\, \ i \ �,t \\ \ ----______1(-- :. \ �` \ \ \ \ I i . / / � N UE5 EA 1 1 8 0E T,� C} I " i J TEMPORARY DRAINA �f \ \\ \ ` \\ 0 -_ f f 1 / if BEND. SWALE PER DOC. ! I1 l ' 1' 4 f � t /Jrd rE POI T U/NKN oa/ - `-1 -6 RI _9�4. 1 p Ill `�1\ �� " �� '` \ \ % \� ff t ' `� 2 Q r 7 (\°7 I ' * 2014--080 9 1x , • `\\ \ \\\ \ : 1 IE, cp 3. 1 J f pES4GN IE zst.27 , + \\ �, TAX LOT 2300 / 1 1 1 / / 1 .�. __ { { 1 f ADJUSTEDVF� la D \ \ \,• \' v \ Cn 111I - _' ; H + CORRIDOR BOUNDI4fR �` �` \ i ��`� - -� \ \ :\� \ \ TAX MAP 1 S 1 36DA I ' l ---- .- ! / / /■ ` 1 31003 f I I tWS SPL N0. 13 q0 1 �\ \ \i \\,\�rti-- -.„\,\.\\'''''' ✓r1- \.\ f. \-. /,q\\ I 6900 SW ATLANTA ST ( i .� I I[ 1 f) f I 1- 1 1 �- e - \-\-' \ �\ ' Q ' - l I I ) I I • I I/ 1 . \:\\ ♦/, \\ \ ' - i \� , /1\1 r "_ \ \\-4 1 lI f Ia f I r111 1q) ) k \,kr , \ . \ O►� t \\\ \ ��'�\ . '\ `. �, ao I 1 J J i ' EX STM Au *LYNCH '� 1co f I .,` ', .\\\\) \\:7\ -� � `x ;• \ �\ \.. \ i l I 310Q2 + Il`�'I f J / \ ' l\\ .., \\ ,\ 255 - \ \ \\ ` 1 t ` 1004p I f 1 I I I RIM: 27A.38-1\13f ! I ' I moo, \1' . `,1 - \ . i \ \ \ a < (g) 1 I 1 g WHil II 1 WATER: 2 .18 ti \� � � N � �. , \ \, 1 TO L T 502 , I i ' / 1 SUMP: 26 .08 If / 11 \ [ t -2)/ / -) j\\\ A `� �,- * \ \� - , , / I ` \ \ \ \ \� : 0 l i I $ I TEMPORARY' N l3 r \ t ►'e i S �\ I.1 4 TA MA TS 1 36AD I _• .. .. 1 I / (OUT N) SWALE PE ID \. ! �►s \ \ l \ is::1025 s 69T1� AVE I7:.1 /� I Il T�X LOT/2400/ ��, -4. \\ \ . • , \ a` I ^ f f 1 GRAVEL : 20 � 0 8 0 \�� \ \ , \ w EXISTING TREE AREA , \ � \, ! �,1 t 1 •x-_..14 -_-__ . IIX SIM Q \ ` T X MAP 1S 1 36D y EX S CO \ 1 , f 7,\ \� ��`- << \ \ \ I } j f IM r1 4 6 ` � 4 ADDRESS N/A RIM: 2 .59 nr ``� \ \' .+► (TREES NOT SURVEYED ' \ �, \ \ \ l W - IE BE 2.6\ 1 ' AREA: 46 ACS IE BEND: 26 .59 / /� v;) > <. , l r• IN THIS AREA) �\ \ tr 1 1 ` ` -� �� tv E I I 9 0� I *DESIGN !E: 26 .63 I � , , , \ ► \� �. \ \ \ n0 " CC ` J -�i " �f I �, , �n 15iNITA SEWER \ \\. \ ` �\ �\ ®, \ \ \ \ ;i- 1 ai ip J EASEMENT DOC. fxi �\ \ \ CL r a I 1 �( {1 ` i •+II i- • g1 N I (I , i / N0. 2017 0120 (/ \ \� \,\\.\ \j' �;►�:-,\ �`�� # \ \ \ r H�- { 11- 1 J 4icEil I I I I / / ,\ €\ 4 . \ ,,4t} \ \, \ \ \ CC p 4 � l\ 310 Rll: 4 2 � I I / I / / 1. /,,c, /,___, `\. ` \ , � �i�♦ / / .',r �1 � \\ \ \\\ \ \ i I- a I \ Y _, I q.._ IE WA� ULTR L / \ \ , I , \\ _ \ p 31 r6 1 / A B OCK ALL ( / / / \ ' \\ \ \ \\\ ***",0`* \ \� • �. •\ 1 I S P: ` ` l I 1 LINK FE CE I ' , \ \ ,, , - y � I \\ 1 ` I J i �9 I I l 111TH CHAIN 1. \ _ �. \ �j X.1-- � , \\ 1 1 Irr 0 l 1 1 I \\\ 1 I I I I 1 ` j J �\ \\ \ �\ \ v • \ _ ` _. -:-\------., �. ,z \ I° \I HI \ 4 I ` \ \ I, WETLAND/ \ \ \ \ V I I 4 i I \ / .. .p . 4 ` `� EX STM CO 4 ` i 1 \ •,,\ a4I7NPIARY `� \�� 1 ` \ \\� �.# S. \`\ I 1 1 \ ! I \, \\ \ \ \ �- \ H A R LfNIr \ ` ; 1 RIM: 27)i.60 , ` : 1` , ��; , t , N, `\ 1 \�� ..f ,* ,,. •\. \\ \ \ 1 \ 1 \ ` I \/ `` \ \\\\\1\ 1 \ , \ \ \ \ _ �, 4 • \\ . 04( I 1 I hp 1 \IE ND: 212.10 ! ?� \ r ` \\\\,\\ } \ \ . \ \ \ I \ j I I I \, ) 1 1 \� * E'S1QN 271,48 \ \ f ' '�I \`, \ \ �\ - •« �. \ ► �� \ 1 ," \ \ 1 EX S CO I a �'� \ \ \ °` , 1 \ - �� , \ 1 a f �9 STO/ , C\ `\\\\,c, 1 ,- \ \ L \ \ \ 1 , 1 RIM �5 /� I :X8 73 \\ \� \ \ RIM: 2 .35 I \ \ \ , /�' \ \\ `� ` \ f ., ;lt \ V -- I TEEN 2 O.fiB \ IE IND: 27 65 . l\ �+ \ /\ '��, ,� I%''� ,\• , ;'\ 1 \ \ \ �► \ EII ` _ {- �4EB . 29 s2' 27..:96./0 \ - \\� \ t `\ 7; _ '� eib4 \ \ \, , ` , Z Cn- t I 4 ' ` ;J� .$� I DES GN E: 79.$ *451IE: \\\l \ .� \ �` \, \, \ \ k!'�;- �� \: _ + 31 7 fi�(�$�. ,! Ii -7, 4 �\ j► Z \ \ \ cn 0 t ;77 i f 4 r _-_ __-- ___t_-- \ N l GR vEL 1 �" \ \ \ \ - �� \ I --isv i i i - 4 i , t t 1 t l �...... _ \\ _ =,..-4. X41L!4;. .,. _ \trt- � \�\ �+o \4 \ ":: '�,,\ X H .4/Pe**,\: \::\ >' '' 4\ -\-- 2\.1 \ ! Lill 0 - _/' 1 , 11582 Ilk) 4 __ ,>/ 012 3101 II L- 4 t,, ..1%..:,}. \\\ ` { \ I -- _ �_)({ �- EX STM SAD \ \\ -- �� - Z - - - __ -_ ~_. _ „",."► �� \ . \\_~ '`� I ". \: x 4 ��Ar! ,- - EX STM MH *FLOW CONTROL *LYNCH S 30036, 1� ,,':":` �� __ _ _ - - - - - '-- - - - - - - - eh*" A_ i RIM: 295.80 RIM: 293.54 N \ ` \� �� -� \\��\\\\\\\ \\\� - _ - _..•..._,.... _ _ - _ _ _ --- �� if IN: 288.70 12"E IE WATER: 291.64 \ \ \ \ \ •� -- -�=- �� \\��\ �� X SAN MH S 2 / 2 �/// 0 TAX LOT 6D0 lE WATER: 288.70 } SUMP: 289.64 - ��\ \\�\ `` / / \ _ �\�� RIM: 248.20 \ / /�� l V TAX MAP 1S 1 36DA IE OUT: 288.70 (UNK. 5) (OUT N) ` ��\ lE IN: 242.66 (8"W) / V ADDRESS N/A • SUMP: 284.20 \ \ �� IE IN: 242.37 {10"NE} TAX LOT 600 TREE NUMBER SPECIES DBH(IN.) \ IE OUT: 242,30 (10"S) TAX MAP 1S 1 36DA J / 11022 Cottonwood 9 ADDRESS N/A j / 11027 Cottonwood 8 11028 Cottonwood 22 11035 English Hawthorn 12 11036 Cottonwood 24 TAX LOT 700 DESIGNED BY: JOS 11037 Cottonwood 19 TAX MAP 1S 1 36DA HEEL 11040 Cottonwood 11 11530 SW PACIFIC HWY 1. UTILITIES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE i DRAWN BY: JMD MARKINGS AS PROVIDED BY OTHERS. THE SURVEYOR MAKES NO GUARANTEE THAT HE UNDERGROUND LOCATES REPRESENT THE CHECKED BY: JPC 11041 Cottonwood 10 11582 Sitka Spruce 13 ONLY UTILITIES IN THE AREA. CONTRACTORS ARE RESPONSIBLE 1Zai AS NOTED 30036 Cottonwood 12 FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO BEGINNING DATE:2/21/2018 30038 Cottonwood 15 CONSTRUCTION. REGISTERED SSIONAL 30060 Walnut 10 3. FlELD WORK WAS CONDUCTED MARCH 15-16, 2016. LAND SURVEYOR 30062 Cottonwood 7 30063 Cottonwood 8 4. VERTICAL DATUM: ELEVATIONS ARE BASED ON WASHINGTON COUNTY 0 31000 Zelkova ±2 GEODETIC CONTROL POINT NO. GC 22-028, BEING A 2-1/2 INCH CURVE TABLE L/V 31001 Zelkova ±2 BRASS DISK AT HE 1N i rrwtt.,1 i0N OF SW 72ND AVENUE AND GREG N CURVE RADIUS DELTA LENGTH CHORD 0 31002 Zelkova ±2 HIGHWAY 99W - ON THE EAST SIDE OF THE ENTRANCE TO FRED JANUARY 9, 2007 MEYER. ELEVATION = 275.00 (NGVD29} NICK WHITE a 31003 Armstrong Maple ±2 Cl 220.00' 28'34'33" 109.72' S12'38'39"E 108.59' 7 02LS j c, 31004 Armstrong Maple ±2 5. THIS MAP DOES NOT CONSTITUTE A PROPERTY BOUNDARY SURVEY. RENEWS: 6/30/18 C2 400.00' 30'47'40" 214.99' 513'45'12"E 212.41' REVISIONS 0 31005 Zelkova ±2 31006 Zelkova ±2 6. SURVEY IS ONLY VALID WITH SURVEYOR'S STAMP AND SIGNATURE. 31007 Zelkova +2 7. CONTOUR INTERVAL IS 1 FOOT. @!M;1111 ) ....., 0o 31008 Zelkova ±2 N. 31009 Paperback maple ±2 8. TREES WITH DIAMLIER OF 6" AND GREATER ARE SHOWN. TREE JOB NUMBER 31010 Paperbark maple ±2 DIAMETERS WERE MEASURED UTILIZING A DIAMETER TAPE AT 5477 31011 Paperbark maple ±2 ARBORIST IBREAST NSPECTION.TREJ ,E INFORMATION IS SUBJECT TO CHANGE UPON SCALE 1" = 30 FEET z31012 Armstrong Maple ±2 SHEET a 31013 Armstrong Maple ±2 1111615Z 0 31014 Armstrong Maple ±2 30 0 12 16 24 30 0002 Y a TREE PROTECTION NOTES: T1s , / I �. A. NO CHANGES SHALL BE MADE TO ANY ASPECT OF THE APPROVED URBAN FORESTRY 11.11 CC \ �. et ~ PLAN WITHOUT WRITTEN CONSENT FROM NE PROJECT ARBORIST AND CITY ARBORIST. 1till i - _ - ` - - r f� _ _ _1. cc v �_ �' B. TREE PROTECTION SHALL BE INSTALLED PRIOR TO ANY GROUND DISTURBANCE WORK. -` �r �y1 a -_� -.,-. , .rte . _..., wa Cr _r�� ' �IIfAT �'--F WAT ,_ ..,� I .. - \ ! f C. NO PERSON MAY CONDUCT ANY ACTIVITY WITHIN THE PROTECTI=D AREA OF ANY TREE ,------------- -- - WAT- -wnr - wAT -- w \ T , f i 1 �' \ .� WAT---- T '�- .: . ._ ., -_.. ._- -WA7Y-�� V�WAT_ 1/ WAT / /Pµ I // _ __ Q DESIGNATED TO REMAIN, INCLUDING, BUT NOT LIMITED T0, PARKING EQUIPMENT, - - wP f rt I / SW ��T,N P \\ �j - WAT \ WAr- - - - wA t1� / - _7_ IIr/ /' J a U PLACING SOLVENTS, STORING BUILDING MATERIAL AND SOL DEPOSITS, DUMPING j 1 I - 1 \ \ \ \ \ \ ,� ��/- /� �`� �, z co CONCRETE WASHOUT AND LOCATING BURN HOLES. / r_ -- - - J l - I ! - , I \ _ _ _ \\ - - - \ �.� N�, S I ' ..--- - ----0/..------ o Z D. ATTACHMENTS TO TREES DURING CONSTRUCTION -- NO PERSON SHALL ATTACH ANY - ti f*T,3, I 1 J / / ` $"" - - _ - - `" N J N 1r / / ' I r\``� / SAN - sAN - -_ AN-- - �� / sTM _ � .- STFA - ___ C\+ !� �'� -SAN, 1„'" -SAN 0 _ / ��"" - 61' N > ZOBJECT TO ANY TREE DESIGNATED FOR PRESERVATION. ' -t f f - SI ' \ / C M Z E. PRIOR TO ANY GROUND DISTURBANCE, THE CONTRACTOR: \ \ -"" r Q f- Ysn' `; , \` f o v ! . Q� • '1 i ' I . • . I► \ ,a. ,R7 _ a - .... : • �-- ••:-\\-. :j - u .- `? i Z =" O� jn 1� �1 1. SHALL ERECT AND MAINTAIN READILY VISIBLE TREE PROTECTION FENCING ALONG \ / -\ • 'C. \ 1 1� ��•�..�° R ' �d . - -- - \ \-- , 'z I - z THE OUTER EDGE AND COMPLETELY SURROUNDING THE PROTECTED AREA OF Ali \ \ 1 � = -,'." z w\ �`► � ! !� \ `� - - --- - - - -~ - _ -� TEL = r�� \ - \�- , PROTECTED TREES OR GROUPS OF TREES AS SHOWN. • �. ,,,, " / / 7 ► -- _ - \-. ____-_:-.:_==-_-_-...--.---_-_--_-_ \ _ ZI5 "' I z sn + Ar- =-::...„.:::;:"..,,,,,,,,•,,-----.--________T:= N LLI _ - . -, - - 2. MAY BE REQUIRED TO COVER WITH MULCH TO A DEPTH OF AT LEAST SIX (6) - � ' 1 /� - \ - ~�\ 4 v u� LL INCHES, OR WITH PLYWOOD OR SIMILAR MATERIAL OVER THE ROOT ZONE OFA \ "111,, _ �'"'• :��' \` _- ; . 5- r , \ \ �\ o - � �40�` �� - \1TREE IN ORDER TO PROTECT ROOTS FROM DAMAGE_ CAUSED BY HEAVY /� \\� '�I 11 ,11 `" I �\ ,1,\\‘‘\-\ \� \ \ \ %' .� \ \ +� Q a EQUIPMENT. r/ _ pi. a �� r, ..2_1 \� \ \\ � �� rv� 1 � . , `- _, Z e fp�p� (f r! ! /��S i I `/ 1 ----�-i I I I I J I I 11 1 1 / \\ \ \ \ \ -O 0078 i \ t \ \ \ .- >- 07 3. SHALL PROHIBIT EXCAVATION OR COMPACTING OF EARTH OR OTHER `� ` ` I l w \ \ $ \ ' '�� \ 4�\ o "` CI, .4 I i �._ I 1 I �, 1 : v �l v vv .�, v 260 / \\.� \ • POTENTIALLY DAMAGING ACTIVITIES WITHIN THE TREE PROTECTION ZONE. 1. I I 4 . , rj- (,, (.1 44 V i .\ s \ . .. \ \ \ ► --� .% \‘' \ dr)S\1)•* - \ 4. MAY BE REQUIRED TO MINIMIZE ROOT DAMAGE BY EXCAVATION OF A TWO (2) 4// i --- 1 1 ' 1 \ . v 9 , \ I f - re x FEET DEEP TRENCH, AT THE EDGE OF THE TREE PROTECTION ZONE, TO CLEANLY / i / ! I r .�^� 1 1 1 1 y 1 I \ \ : \ 2‘\.‘\'''''':- ; \ ,, '`. \�.�,\`\� `_ \ \ tuNCC rivi 0 SEVER THE ROOTS OF TREES TO BE RETAINED. 1 N ! I I l � 1111 t , 1i►•� \'� \ „:, \ \ r „x-- 1 t • 5. MAY BE REQUIRED TO HAVE CORRECTIVE PRUNING PERFORMED ON PRESERVED 1 / / r ti �a ,- l I II 1 I / ! ( /:• I1 l ' 1 \ \ I \ i ,\ t. �:� \. \ ` � ! \ .'\ '\ \ ‘100 Lim TREES IN ORDER TO AVOID DAMAGE FROM MACHINERY OR BUILDING ACTIVITY, / 1 i 1 I I 1 ! 1 1 �- I 8 I \ ]�\' \ �\� + �`\ -�._ \ ! \\ \AND MAY BE REQUIRED TO MAINTAIN TREES THROUGHOUT CONSTRUCTION PERIOD / / 1 3100 / ! I \ I\4 \'=•� r \' 5� i ` \' \ IBY WATERING AND FERTILIZING. .�- :. ..�l► 1 1 I 1 1 II I I i \ �. 1 ICE \ \\1N\,, \ \ ; 4\ \ l4 \ MAINTAIN THE PROTECTION FENCING IN PLACE UNTIL THE PROJECT ,--- ARBORIST .- !1,' 1 1 I I ` - ! j f I \ A " 1 \ Ot0 , \ \\e \\ A `' \ ,S , - �\ ► 6. SHALL MAIN E TREE ICf) CLI ' I _ -.. .' Hill 1 1 ` . I 0 1 �r,l \ , -,r , , \ . �' \ \ \ ARBORIST AND CITY ARBORIST AUTHORIZES THEIR REMOVAL . . 3100 y=- . � '. '. /' �' I' \ J ` '\ 44 ''+f�4 :. \ `�'�� 235 _ ' / : \ \ II 1 . •. • 1 1 T LOT 2400 N 1 � / � v \', ' t4 v7. SHALL ENSURE THAT ANY LANDSCAPING DONE IN THE TREE PR }OTECTION ZONE � � I � � �:�;I . • .. ,_ -.�� ii L 1 F � � , \ -- - .. _ ._ \ f ';� i / TAX 136DA � � 1 i 1 ,1\ �, �'' '' s r \ \ 0 Foe SUBSEQUENT TO THE REMOVAL OF THE BARRIERS SHALL BE ACCOMPLISHED i 62 11 I ` :` ' ADDRESS N/A / , 411 1 I ___ \ <I, v^ \ i \ \ RR TAX AP 1 AD \ '� 1 AREA: .46 AC± h r `- \.\ . ,� :'\ \ \ CC C° WITH LIGHT MACHINERY OR HAND LABOR. USE PLANT MATERIALS WITH I j I 1 1 ' I ' I = � ,� �:iT, �� \� \ \ \\. \ ,\ \ , COMPATIBLE WATER REQUIREMENTS TO TREE TO BE PRESERVED AND DIRECT 1'092 SW9TH VEi •+{ _4. : 1 ' } �1 `_� �---� - \ , \� \ , : N \ Q SPRAY IRRIGATION AWAY FROM TRUNKS. I �l' J,. ,-1 . . j 1 ' f 11 j �� \. , \ i \` \,. EXISTING TREE AREA . \ \ �\ I 1 1 •. 1*.. ' 1 / 1 �- I I ` \ :\,,, , TREES NOT SURVEYED ` t �--. g '• : �� ' I ` '• , \ IN THIS AREA \ \ 1 \ 0 F. THE GRADE SHALL NOT BE ELEVATED OR REDUCED WITHIN THE TREE PROTECTION / I CO �.- 1 c,, I ` : ,, ,RIMil 1 1 ' I `� ,_ / / �a ' r \ s ) \ \ \ �\ IZONE WITHOUT THE PROJECT ARBORIST'S AUTHORIZATION. THE PROJECT ARBORIST ` I i :' j IJ / l '�" r \ r ;\ \: \ \ �', \ \� IOF UP T ONE HALF THE AREA OF THE TREE'S ROOT l ti ` - '�i.. II V ry ff1 1 ;3 �'' f / l \\,\ \`� \ \ ��y o� \ ` ;4 i \ ` l' MAY ALLOW COVERAGE 0 i T �► I �2 / / E NG WASP ! `. \ I (� CIZONE WITH UGIiT SOILS (NO CLAY) TO THE MINIMUM DEPTH NECESSARY TO CARRY ` -,��_ '..- I T i bALETY S LE \ �. \ \\_ __ ,,,--,;17:1;,:"',,,r \ , OUT GRADING OR LANDSCAPING PLAN IF IT WILL NOT IMPERIL THE SURVIVAL OF 1 \ 41 .--_ - I - f 1 , \ , 11;4;>\,, 0♦` „ z 44.14 - - - I THE TREE. AERATION DEVICES MAY BE REQUIRED TO ENSURE THE TREES SURVIVAL I I �► } ` 1 I l \ �dti �\\ \ ' �� 0\4/. ..\_, �\ �r * �, \ \ \ I 0 C4 CC iiii. a OM G. IF THE GRADE ADJACENT TOA PRESERVED TREE 1S RAISED SUCH THAT IT COULD 1 \ } 113100 / , 4, ' ti t I 1 t44\ � \ \ I SLOUGH OR ERODE INTO THE TREE PROTECTION ZONE, IT SHALL BE PERMANDaITLY I ` \ !Illii"7 ` 1r _ t , ! \ `� / wEND \,\ \ . \�\ \. \ \ ► CCT STABILIZED TO PREVENT SUFFOCATION OF THE ROOTS. I I I tI �': I \ \ �BOUNDAR \ '� \ • \\ • \ \ 4 ►• • \1 ,' ,\. �"""'o \ 11 111 1 _ \� \ �rry .. Y tX� c\ T INSTALLED WITHIN TREE PROTECTION �:� \ I I 1 • I � - ��\�. �`` �\ \\., „ ♦ �` H. AN IMPERVIOUS SURFACE SHALL NO BE All ED ` I 4 ` 1 1 \ \ \, \, ` e,, L 4 , \ 1 ZONE OF ANY TREE TO BE PRESERVED WITHOUT THE AUTHORIZATION OF THE \ 1 \ 4 l 11\ ' N \ \ \ \ \ !�' S\ PROJECT ARBORIST. THE PROJECT ARBORIST MAY REQUIRE SPECIFIC CONSTRUCTION 1 IQ' I \1.11\1 \ / I ` \I \ , 1\ ,, -; \ \..\ - \ 1 .� ' . \ _ * \\. METHODS AND/OR USE OF AERATION DEVICES TO ENSURE THE TREE'S SURVIVAL AND 1 1 9'\ ■11 1 \\\ \ \ i t , .t , ° 4•---,- .V \- ___ �� \ \ ';`,, - \' \ \ TO MINIMIZE THE POTENTIAL FOR ROOT INDUCED DAMAGE TO THE IMPERVIOUS - \� .._ '1'1161 11 1 \11 \\ \\ \ 1 \ \ ;'\ , .� \ _ \ i \ ? 96, \ \ 1 , 1 ti \ �� \ ` \ \ \ \ \ Q SURFACE. '1 I Q �� \ \\ \ \ \ 1 I \ \ \ \ \ \ \ -\ \ \_ \ i 4 \ \ z I l �� I a� / / , \ 1 l \ \ \1 \ ' ter + '` \7 \`\ ?�\ \ iv jam \5 \ \ ;'t. Y \ L TO THE GREATEST EXTENT PRACTICAL, UTILITY TRENCHES SHALL BE LOCATED 1 - • Elf.. I \ \ \ l7., '..., \ .44, -,..-- _ \ \ \\ \ EXISTING TREE STAND 1 \ - �► \ OUTSIDE OF THE TREE PROTECTION ZONE OF TREES TO BE PRESERVED. THE PROJECT -+- 314 0 Li '� \ ARBORIST MAY REQUIRE THAT UTILITIES BE TUNNELED UNDER THE ROOTS OF TREES 1 �, o ,l, I o A'; ' \ • \ - ■.. TO BE PRESERVED IF THE PROJECT ARBORIST DETERMINES THAT TRENCHING WQULD 9 �, T f � \ JREDUCE THE CHANCES OF THE TREES SURVIVAL ` Ism, 1 � 1,1 . ,, - s ) \ \ , \ \ \,, / : -. ,� : \ I a, J_ lit \ 1 --- , ,,....---... ..„„_`--1 �� n 141 \__, ___,,, \ \� J. DIRECTIONAL FEWNG OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES ,` � r� \ �, •..-.1 / 4 + � ,-,, - � \` ` •. I \ \ 5. _\\ \ s; < :/' \ ► ' ,+•#*4‘tt i DESIGNATED FOR PRESERVATION. CC \ j *,�a t 4 ,,,t gL \ . :�•.v `� ill I t .• .. \ ,. \fix" ''. * - \`. ,: \ , T Tr „582 10-1-r - \ _ _ 1 -- r� �4` ��'�►�� C Y �'>�..,,, ,- -'-= -- `_..- --- ---\ ''''\_ '` , - \ . ?•: r \ O K. THE PROJECT ARBORIST MAY REQUIRE ADDITIONAL TREE PRESERVATION MEASURES \ �� - � 0 • Jai \ ___ ,' .; �� ,.�� 1 �� _..,.-- _ -_ � \ A. v.A �.. a� r- . C-.. - A WHICH ARE CONSISTENT WITH TREE CARE INDUSTRY STANDARDS. `_ 30036, r- .- r��. ++ ____,--__________ __-____-____H_-: - - - ` ` - - :- _. __ _ _ __ _- _�►� I i� (3) EXISTING ARMSTRONG MAPLE `\ _7- -� � � -� -- - � �� \\ \\\ V' _ ' - - - - __ _ _ _ __ - _ -. _ _ ,. .‘,...40.4e, _ 1� TAX LOT 600 TO BE TRANSPLANTED OR \ \ \ \ \ \ - - �--- __-__-=_-- ,. ,,�\\\ .�,�� ° ) / TAX .�'d0 _ UNI 2 1, ,E-- L AT THE COMPLETION OF CONSTRUCTION, ALL TREES SHOULD ONCE AGAIN BE -� REMOVED AND REPLACED IN KIND � � � d / ROARED TO EVALUATE THEIR CONDITION. LAND CLEARING AND REMOVAL OF TAX MAP 1S 1 36DA `� i TREE INVENTORY C �-} ADJACENT TREES CAN EXPOSE PREVIOUSLY UNSEEN DEFECTS AND OTHERWISE ADDRESS N/A ( LANDSCAPE PLAN) ARBORIST OBSERVATION REQUIRED Preserve \ TAX MAP 1S 1 36DA / v�, 1 / CC I.V HEALTHY TREES CAN BE DAMAGED DURING CONSTRUCTION. DURING TREE REMOVAL BEHIND TREE TREE NUMBER SPECIES DBH(IN.? f ADDRESS J 1 / \ ' I Lr PROTECTION FENCE. STUMP SHALL Remove W M. STUMPS SHALL BE GROUND (OR LEFT IN PLACE) AS NECESSARY SO AS NOT TO BE GROUND OR LEFT IN PLACE 11022 Cottonwood 9 Remove O CAUSE DAMAGE TO THE ROOT ZONES OF ADJACENT TREES TO BE PRESERVED ON 11027 Cottonwood 8 Remove W CC THE SUBJECT PARCEL ABUTTING PARCELS. STUMPS NEAR PROPERTY LINES SHALL 11028 Cottonwood 22 Preserve LEGEND CC CL ALSO BE GROUND (OR LEFT IN PLACE) AS NECESSARY SO AS NOT TO CAUSE 11035 English Hawthorn 12 Preserve DISTURBANCE TO ADJACENT PARCELS. ANCHOR POSTS SHOULD BEIlla 11036 Cottonwood 24 Preserve MINIMUM 2' STEEL U CHANNEL ROOT ROTECTION ZONE NOTES: OR 2 1 2" DIA. TUBING OR8' O.C. MAX HIGHLY VISIBLE FLAGGING EXISTING GROUND CONTOUR (1 FT) 11037 Cottonwood 19 Preserve P / ATTACHED TO TOPS OF ENCROACHMENT INTO THE ROOT PROTECTION ZONE MAY BE ALLOWED WITH PROJECT 4'x4' TIMBER, 8' IN LENGTH ANCHOR POSES 11040 Cottonwood 11 Preserve EXISTING GROUND CONTOUR (5 FT) 100- 11041 Cottonwood 10 Preserve ARBORIST APPROVAL AS DESCRIBED IN THE FOLLOWING NOTES: - - - :--- - FINISHED GRADE CONTOUR (1 FT) r 11582 Sitka Spruce 13 Preserve z_ AREAJD V IN THE TOP24 OF THE SOIL IN NE CRITICAL ROOT ZONE DESIGN® BY: S 1 EXCAVATION �I 3003 Cottonwood 12 Preserve FINISHED GRADE CONTOUR (5 FI) aOO SHOULD BEGIN AT THE EXCAVATION UNE THAT IS CLOSEST TO THE TREE. , 2. SQUARE, 9 GAUGE 30038 Cottonwood 15 Preserve DRAWN BY: JMD 2. THE EXCAVATION SHOULD BE DONE BY HAND) SHOVEL OR WITH A BACKHOE AND A i :, GALVANIZED WIRE MESH 30060 Walnut 10 Preserve SHEARS, AND A PRUNING SAW. "' - EXISTING CHECKED BY: `IPC MAN WITH A SHOVEL, PRUNINGEXI N CONIFEROUS TREE } 30062 Cottonwood 7 Preserve 3. IF DONE BY HAND, ALL ROOTS 1" OR LARGER SHOULD BY PRUNED AT THE - - - _ SCALE: AS NOTED iii/� iiiiai�iai�i�Ji�/i/�iia��riai�.►��iyiiiiiriiaJliii/.�J1•ii 30063 Cottonwood 8 Preserve EXISTING DECIDUOUS TREE EXCAVATION UNE. 0 DATE:2/21/2018 4. IF DONE WITH A BACKHOE MOST LIKELY SCENARIO , THEN THE OPERATOR SHALL _ � 31000 Zelkova ±2 Preserve ( ) 31001* Zelkova ±2 Preserve TREE REMOVAL START THE CUT AT THE EXCAVATION UNE AND CAREFULLY "FEEL" FOR ANCHOR POSTS MUST BE r - ROOTS/RESISTANCE. WHEN THERE IS RESISTANCE, THE MAN WITH THE SHOVEL INSTALLED TO A DEPTH OF/ 31002* Zelkova 2 Preserve HAND DIGS AROUND THE ROOTS AND PRUNES THE ROOTS LARGER THAN 1. NO LESS THAN 1/3 THE 1 !� 31003* Armstrong Maple ±2 Remove TREE PROTECTION FENCE DIAMETER. TOTAL HEIGHT OF POST ^_ 1t, - - 31004* Armstrong Maple ±2 Remove ADJUSTED VEGETATED CORRIDOR BOUNDARY MEE MEC MEM c a 1 31005* Zelkova ±2 Remove NOTES; 31006* Zelkova ±2 Preserve TREE STAND CANOPY DRIPUNE ....-,......---.....----,-.} k•cniF 1. METAL FENCE FOR TREE PROTECTION DEVICE, ONLY. ARBO CT 31007* Zelkova ±2 Preserve 2. BOUNDARIES OF PROTECTION AREA WILL BE ESTABLISHED IN 31008* Zelkova ±2 Preserve THE FIELD BY THE ARBORIST PRIOR TO CONSTRUCTION. BRUCE R. BALDWIN 31009" Paperbark maple ±2 Preserve REVISIONS E 3. BOUNDARIES OF PROTECTION AREA SHOULD BE STAKED ANDTE MDR PN.-6686A FLAGGED BY THE ARBORIST PRIOR TO INSTAWNG DEVICES. Ca ma!! IMIE: 12/31/20 31010** Paperbark maple ±2 Preserve r 4. AVOID DAMAGE TO CRITICAL ROOT ZONE. DO NOT DAMAGE 310L1** Paperbark maple ±2 Preserve a OR SEVER LARGE ROOTS WHEN INSTAWNG POSTS. 31012* Armstrong Maple ±2 Remove U 5. DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION. SEE SUPPLEMENTAL ARBORIST 31013* Armstrong Maple ±2 Remove JOB NUMBER R METAL TREE PROTECTION FENCE REPORT FOR MORE INFORMAITON31014* Armstrong Maple ±2 Remove C__Wd411 -. 5077 41011 Cherry 7, 7, 8,8 Preserve 41012 Cherry 6 Preserve SCALE 1" = 30 FEET SHEET V41013 Cherry 8 Preserve E *TREE PREVIOUSLY PLANTED TO MEET PREVIOUS DEVELOPMENT CANOPY REQUIREMENTS. 1, 61!:!i C030 i„ **STREET TREE PREVIOUSLY PLANTED DURING PREVIOUS DEVELOPMENT. 30 0 12 18 24 90 CA LLI kxr f BMP MATRIX FOR CONSTRUCTION PHASES SW Oaktiotoic,04: rRPC TIGARD STORAGE REFER TO DEQ GUIDANCE MANUAL FORA COMPREHENSIVE UST OF AVAILABLE BMP'S I I- x MASS UTILITY SITE FINAL WET WEATHER he Q... V S Po* _.. „. T', sem CLEARING '' a x GRADING INSTALLATION CONSTRUCTION STABILIZATION (10/1-5/31) t , '•-••••,; �� '� � . EROSION PREVENTION EL a � � � ; ,- , . :.,[1414"5". 1200CNEROSION AND EDIMENT NTR L PLAN • A' c # PRESERVE NATURAL VEGETATION X X X X X X z , 1 , o Z ...•E'-'' �� GROUND COVER X X X X X X -- t` `'` STANDARD EROSION AND SEDIMENT N W � `� � HYDRAULIC APPLICATIONS � � � Z r 4 ', . : ti PLASTIC SHEETING X X X N z 11 .�.. _ DEVELOPER CONTROL PLAN DRAWING NOTESen Q co Q • MATTING X X X X z m cr, � N 2 a .. Gig _ • RPC TIGARD 68, LLC (A DELAWARE LLC) 1. AU. PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR DUST CONTROL X X X X X [§ _ 6 ;° ;3; o „ II a ''' l 0 • CONTACT: PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. 1 a X X N z�, o, w N T BRANDON COOKE TEMPORARY/PERMANENT ,.; ,r; z w 2101 CEDAR SPRINGS ROAD, SUITE 1600 2. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING SEEDING Le)2 8 E c:� CC 'i' t ` , DALLAS TX 75201 THE CONSTRUCTION PERIOD, UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL STATE, BUFFER ZONE X X `�' W 2 • • . � P: 214-849-9099AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. . .: ... k-;: - ;. r,. 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC OTFtER: Q 1 �� ,• -,...,„,,,,,,,--,-:•,,,,- • CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT. SEDIMENT CONTROL U.J >. -- -., o _ { =k 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM SEDIMENT FENCE (PERIMETER) **X X X X X X "' 41161. BECOMING A SOURCE OF EROSION. 0 Q 0 : Y t , ENGINEERING/ 5. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION SEDIMENT FENCE (INTERIOR) W \.............` . ,� INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. STRAW WATTLES iv SURVEYING FIRM IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS q Fad Cdr.w St TO BE PRESERVED, ESPEaALLY IN PERIMETER AREAS. FILTER BERM CC tivii O 4CC 1; ,.__ An ENGINEERING & FORESTRY LLC. 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN INLET PROTECTION **X X X X X X O VICINITY MAP CONTACT: JOHN P. C RD ST 100 PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. DEWATERING Q 12965 SW HERMAN STE 1 DO 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE lam TUALATIN, OR 97062 VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY IMPLEMENTED SEDIMENT TRAP a NOT TO SCALE P: 503-563-6151 FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE *NATURAL BUFFER (I) F: 503-563-6152 STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. ENCROACHMENT , i 8. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. OTHER: CI DIRECT ALL WASH WATER INTO A PIT OR LEAK-PROOF CONTAINER. HANDLE WASH WATER AS WASTE, CONCRETE I- DISCHARGE TO WATERS OF THE STATE IS PROHIBITED. RUN OFF CONTROL 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS CONSTRUCTION ENTRANCE **X X X X X CC COCO , , .„, , \ r �ADLLQL6502 _ PROJECT LOCATION: GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. PIPE SLOPE DRAIN Q E TAX MAP 1S 1 36AD 0 . ' 10. ESTABUSH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON--STORMWATER CONTROLS. 4.-1 11123 SW 68TH PARKWAY 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: GRAVELED (OR PAVED) OUTLET PROTECTION 0 I IT)! 1 1 1 1 TIGARD, OR 97223 EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE SURFACE ROUGHENING X X . 61 ' LAT: 45.4400 BMPS MUST BE IN PLACE PRIOR TO LAND--DISTURBING ACTIVITIES. `' %'_` / _--_%��A\ LONG: -122.7474 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. CHECK DAMS CO ra GA �- \• OTHER: ...••■•■ `� �' j'' 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT TM LOT 700 ..;::f; V t 1 FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING POLLUTION PREVENTION 0 r CC ,AX MAP 1S 1 36D PROPERTY DESCRIPTION: ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, Q TAX LOT 2500 AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. PROPER SIGNAGE X X X X X X TFr APPLICATION TAX MAP 1S 13&D 14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, HAZARDOUS WASTE CC T kiloo - - AREA PHASE II) = TAX LOT 2400 (WASHINGTON COUNTY ASSESSOR'S EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, MANAGEMENT X X X X X X MAP 1S 1 36DA) LOCATED IN THE SOUTHEAST REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, E- I Q} 1/4 OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. SPILL KIT ON-STET= X X X X X X • I I 1 WEST, WILLAMETTE MERIDIAN, WASHINGTON 15. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL CONCRETE WASHOUT AREA X X X Lli / I COUNTY, OREGON. 16. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S OTHER: I' RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING • SIGNIFIES ADDITIONAL BMP'S REWIRED FOR WORK WITH 50' OF WATER OF THE STATE Z W NARRATIVE DESCRIPTIONS TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. # SIGNIFIES BMP THAT HRLL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. W W - ,- - 17. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR MING SITE CONDITIONS SEDIMENT OR OTHER POLLUTANT REMOVAL I5 EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN INCLUDING 2 1 I ( CONTRACTOR TO UTILIZE PROPOSED ENTRANCE AS ACCESS TO THE SITE. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCE A5 CONSTRUCTION PROS. UTILIZE THE TAX LOT 2400, 5 SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION EXISTING GRAVEL ACCESS ROAD TO THE MAXIMUM EXTENT POSSIBLE DURING THE BUILDING CONSTRUCTION TO MINIMIZE DISTURBED AREA . I COMPLETED PARKING FACILITY AND GRAVEL ACCESS ROAD AND SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200CN PERMIT. THIS N TAX MAP 1 S 1 J56pA COMPLETED DURING PHASE I IMPROVEMENT PROJECT DEVICE DESIGN, 0 TAX LOT 600 . TAX LOT 2600 APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE TAX MAP 1S 1 36DA �, i (CITY 4F TIGARD CASE FILE 5DR2013-00005). ACCORDING TO MANUFACTURER'S SPECIFICATIONS. W ., , TAX MAP is t 36DA 18. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE I 200CN PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200CN CC i DEVELOPEp CONDITIONS REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE CLIMATE CONTROLLED MINI STORAGE FACILITY AND YEAR. PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. I I ASSOCIATE=D SITE IMPROVEMENTS. 19. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE INSPECTION FREQUENCY 0 O IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE Z NATURE OF CONSTRUCTION ACTMIY AND WATERS. SITE CONDITION MINIMUM FREQUENCY U + E TIMETABLE FOR MAJOR ACTIVITIES 20. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET Q I WEEKLY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF • * WEATHER. FROM SNOWMELT, IS OCCURRING. INI CLEARING AND TREE REMOVAL (MARCH 2017) 21. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT 1. ACTIVE PERIOD AT LEAST ONCE EVERY MONTH REGARDLESS OF WHETHER 1 O 1 I * BUILDING CONSTRUCTION (MARCH 2017 - SEPTEMBER 2017) 22. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE 0C \ \ GROUND HEIGHT. AND BEFORE BMP REMOVAL ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL * UTILITY INSTALIATTON & (MAY 2017 - JUNE 2017) • \ * SITE IMPROVEMENTS (AUGUST 2017 - SEPTEMBER 2017) 23• CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND 2. PRIOR TO THE SITE BECOMING INACTIVE OR MEASURES ARE IN WORKING ORDER. ANY NECESSARY Cn ‘:.....' ...- * FINAL STABILIZATION (SEPTEMBER 2017 - OCTOBER 2017) SEDIMENT TRAPS REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT IN ANTICIPATION OF SITE INACCESSIBILITY. MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO O Z TAX LOT 2300 AND AT COMPLETION OF PROJECT. LEAVING THE SITE. O TAX MAP is t 36DA \\ TOTAL SITE AREA = 194,189 SF = 4.46 ACRES 24. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY MONTH. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A ('RECURRENCE OF THE (14) CONSECUTIVE CALENDAR DAYS. TOTAL DISTURBED AREA =64,980 SF = 1.49 ACRES DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING INU 0 IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT SITE MAP TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. 4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE SITE SAIL CLASSIFICATION: 25. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION. 1 n=100' DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS, 5. PERIODS DURING WHICH DISCHARGE 1S UNLIKELY DUE MONTHLY. RESUME MONITORING IMMEDIATELY UPON MELT, DESIGNED BY: JDS 01 - ALOHA SILT LOAM, 0-3 PERCENT SLOPE 26, THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION ORA HEAVY MULCH' LAYER, TEMPORARY SHEET INDEX SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE. TO FROZEN CONDITIONS. OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. DRAWN BY: JMD 22 - HUBERLY SILT LOAM, 0-3 PERCENT SLOPE27. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 * CHECKED BY: JPC HOLD APRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS _ 37B - QUATAMA SILT LOAM, 3-7 PERCENT SLOPE DAYS COMPOST MORE WITH UNTIL COVERING R SUMESLOWN STRAW AND A ON THAT PORTION OF THE CKIFlER, LOOSE STRAW, OR AN ADEQUATE COVERING OF * INSPECTIONSEROSION AND DMIEDST BET aMADt; INTROL EACCORDANCE ASURES AND CONSTRUCTION DEQ 1200-CN PERMIT REQUIREMENTS. L3ATE Z�21/20i8AS NOTED C050 - EROSION AND SEDIMENT CONTROL COVER SHEET 37C - QUATAMA SILT LOAM, 7-12 PERCENT SLOPE 28. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT REMOVE TEMPORARY SEDIMENT * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEO 1200-CN PERMIT REQUIREMENTS. C051 - PRE--CONSTRUCTION EROSION AND SEDIMENT CONTROL PLAN CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. HOWEVER, * RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE Mils SOILS HAVE A MODERATE TO HIGH EROSION POTENTIAL DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS BECOME STABILIZED, UNLESS DOING LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE c c G F T 4.,,,,, C052 - POST-CONSTRUCTION EROSION AND SEDIMENT CONTROL PLAN SO CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, INCLUDING ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. 461. /I53= •E RECEIVING WATER BODIES: SEDIMENT RETAINED BY TEMPORARY BMPS. :�1/ (._, . 0053 - EROSION AND SEDIMENT CONTROL DETAILS EXISTING VEGETATED SWALE (PHASE I) THEN FANNO CREEK 29. IF WATER OF NE STATE IS WITHIN THE PROJECT SITE OR WITHIN 50 FEET OF THE PROJECTIBOUNDARY, MAINTAIN THE RATIONALE STATEMENT =44 + •' +N c? o EXISTING NATURAL BUFFER WITHIN THE 50-FOOT ZONE FOR THE DURATION OF THE PERMIT COVERAGE, OR MAINTAIN �,f yoo ?r7 LESS THAN THE ENTIRE EXISTING NATURAL BUFFER AND PROVIDE ADDITIONAL EROSION AND SEDIMENT CONTROL BMPS. A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ s GUIDANCE MANUAL. HAS BEEN ,0 Y9' \t, g ` REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE USTED BMP's WERE NOT CHOSEN BECAUSE ' CHR I�� LOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES: THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON RENEWAL DATE: !2/31/19 ATTENTION EXCAVATORS: 1. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE TYPE AND ■ SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED REVISIONS $ ° , CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY -- PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. E 4 c y ',; 2. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED )(� NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH _k. , AREA, AND THROUGH A SEDIMENT CONTROL BMP I.E. (ALTER BAG). TNI I„� § OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY , .,,, ,,, i 3. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD OCTOBER 01 - MAY 31. + PERMITTEE S SITE INSPECTOR. CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY � `°�"°� COMPANY/AGENCY: AKS ENGINEERING AND FORESTRY, LLC TRAVIS DAVENPORT JOB NUMBER � 7 5077 CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYSts, . f•" PHONE: 503-563-6151 BUT NOT MORE THAN TEN BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL I� `� 5i(I3-563-fi152 . , /t E-MNL' dwenaortt®aks-ena.cOm SHEET v. q 503-246-6699. • °REGo I A � DESCRIPTION OF EXPERIENCE: TRAVIS HOLDS A CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (#2016-011) AND IS EXPERIENCED INSPECTING SITE DEVELOPMENT WORK 0050 a CO W \fhI Cr ILI CC v = il CC h. r _- i i ` ' V' �ti i '- - oo 1 — -- - - _ _ \ DRIVEWAY he ac v �— +VAT-1— —1—,VAT — T— -(w $ - — � — — - J a y� 2 _ITT- T-- ,. —IYAT— — T LwAT - - wAr_ - — - I I � 0 ifill �,,.. = W \ J'� I- _ 1 1 G 1 S ITV 4 \ 1111 \ MGT -4 1NAT— —NAT— — '—\— ----NU1T f, ,` — — ,Y— — 41Ca a ' ri �- ` _�''� II I SW 68T PAR WAY \ \ — Z / C �� ( 1 1 TYPE 4 INLET ' II l \ \ ` �� / c• z _ �_ _PROTECTION TYP } TEMPORARY GRAVEL1 •. 1 1 1HI - - ( ) IL _ --k __ \ _ _ \ _CONSTRUCTION Emma TO TYPE 4 INLET - TYPE 4 INLET g sex \ _ I f / / . -BE REMOVED UPON _ _ _PROTECTION (TYP) _ _� _ PROTECTION (TYP} � `5 N z W ._ I ,, 1 - 0 1 - �, / I l / �. - CONSTRUCTION COMMON ____.,„4/ - _ _ _ _ �� rn cv "7 / h -�- — —sew- - - - �� 1 I >50_\ 1 N I I 1 �, / / I ti �,-- - _ _ � ,_ - _ _ _ ?� _ �- ad's N = i si. -4 �. --- 7� Iv c te, r Iito �++•• TN— -- \/ — S"1 •� — �, S"1 gE156 ,967: E M W CC \ ` ; -1 /� 1 \ ` 133 _,� _ _ h" -d - r - w 'I - 1 1,-641 ` .1 _��_�:-.lllik - _. . �-\ nil ` C,J �5 N ` o, Z rJ 1 )6% C°'.t ,�,�wpDil_� • ` ' `i1 • 1 Q ' °.i'.• /4� i,��.�,�,I\ a ° \• . a \ 'C7 , d 1 y[2 Q `g'r 6`g' r Z Q J1� i H \ / / �1 l' ° �' Q v • a v �. . 1 • v . ` .- R d: o W U. \ -=---,-- zi \ , I000, + � , - . �/ \ / 1 I �_ ---- \\ \\ / � ' + /1r � 7: __,===._ ___ - - ,10 1 \ I.-- , . MI *IA _ __ __- j l�4411KA.�, ..� :� � ,rte � -a — — � _ �� — _____-_-_-\\ r"--...__\___ -- -- - - — = W \ 1 — - Imo' 1 Illi II �� r 0- 0 < y , , 1 1 / 1 � `4 - - - 1 / / 1 o ` ' 40406-4%..• 1 - _ _� __ :a a0,14�� :��.4.p �� LEGEND R \ \ /j1/; 0 a.--*--111 } I l / / / 1 7 1 J \\, 1711" - \\ N Monk okiX 0 CONCRETE .� !'��r ox ! "M f l / WASHOUTI / ► ?�� le EXISTING GROUND CONTOUR (1 F7) CONCISE WASH AREA1\. I 1 I )' I1 k I 1 I h�1.�r�� +♦ �1 �o \ \. EXISTING GROUND CONTOUR (5 F 2a0LP Lim , ' I - �� I I 1 1 I 1I J l L \ - - H i u; 1 j I Sal Jim \\ \ \ \ SAWCUT UNE a I / ; 1 I I 1 f 1 RI i 114I / ' I I 1 \ 1, N INLET PROTECTION 1 i ) ) { 0 \ I - ii, ./ I "'®` EXISTING TREE TO REMAINo * (r) 0- / / V p, - , , , _ , \ 1 11 I i I I I 1 I f��r�r, r• • • • CI 1 1 I �v 1 r ' I f f ��\ EXISTING TREE TQ BE REMOVEDOK CONSTRUCTION ENTRANCE Tlo`e--•O x�: `_7.1 l/ I ) J I I I 1 1 1 / I1I 1 I i i I 1 \ \Il - _�. �. ,� r_ CC CO / 1 .. _� I I 1 I I 1 1 ti I �, SEDIMENT FENCE - PERIMETER (ORANGE) x x �1� '1`I+��. to / / / / c � 1 I I \ I I I I I IIII HO\ 1 \ 1 DISTURBED AREA _ MI MI MN _ / , / rr_ �. I ! I I f I 1 / / I �� l \ VEGETATED CORRIDOR BOUNDARY DRAINAGE FLOW DIRECTION ICC 1 / � I \ FLOW ARROW J „I Ai J ! ! 1 I• TREE PROTECTION FENCE 0 I / / / 1,- 0 (T,P) J I f I 11 1 l (in / In / I I I I 11 11 1 / / / / / / 1 II 31003 I 1 I I I 11 ! I ) I I II / II ' I 1 1 I I f I I �I 1 1� I PRE—CONSTRUCTION, CLEARING, AND DEMOLITION NOTES: 0 I 1I C 4 I 1 I I 11 I I I I I I1II O N CC 11 + 11 1 I ! 1 1 I 1 1111 r 1 j ! / / J I I l III 1 1. ALL BASE ESC MEASURES (INLET PROTECTION. PERIMETER SEDIMENT CONTROL GRAVEL CONSTRUCTIGIV ENTRANCES. ETC,) MUST BE IN PLACE, '41 I � I ' I 1 I .c; Lw o I I � FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. r I I I -#'�+_� 1 1 I J I I • :� j 11 :11 re T 0 Q 1 I / I 1 I I 1 E 1 I 1 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE BERMS CONSTRUCTED OUT OF MULCH. CHIPPINGS. OR OTHER SUITABLE r a4 / I �. f 1111 1 30 ' 1 1 i I MATERIAL STRAW WATTLES. OR QTJIER APPROVED MATERIALS.1 I I . I I 1 l I 1 1 i �f I I1 ( i\ 11I1I 1r' 1 / s ❑ g 1 1 I I 11 3. SENSITIVE RESOURCES INCLUDING, BUT NOT UNITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH I I I I / ' / l I 1 1 a E o I I t t ORANGE CONSTRUCTION FENCING OR CHAIN UNI( FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE I I { _ I I1 I z I I I I I1 I \a PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 1 1 I I1 I --- I / 1 / / / l 1 1 I I I I I �� I-- I I / I I I 4 I \� 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. \ \ \ I I I 1 / I I 1 I GRAVEL Z I1 I ' I I I ` f \ 0ADDITIONAL MEASURES INCLUDING, BUT NOT UNITED TO, STREET SE PING. AND VACUUMING. MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS W I I \ I - 1 \ I \ I 1 I \ I \ / J / / ( l 1 I / i, ► \ \ ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 0 I / 1 III 11 I 11 / i / / / pt2z \ \ \ N 1 I -- I I t I I 1 I I 1 ' ) / I / 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON 0 1 IL_ ) t + I r 1 AND RUN-OFF CONTROL MEASt1RES INCLUDE: SPE D41NS (NNTH IXITLET PROTECTION). CHECK DAMS. SURFACE RO�IGHENING. AND BANK 0 a1 �� Jt = 1 ` SAWCUT UNE (TYP) f I ` { f 1 1 / Z / STABILIZATION. 0 1 i I [1 �j % I I N I Ico I I 1 I 1273 .� f 5EDI�IENT FENCE - 8. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OFA FINE SPRAY OF WA J 1 , I I I I fr- :z / (TYPICAL) PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PROJECT SITE AND DISTURBED AREA ARE TO BE PROPERLY MAINTAINED TOre CO CL I I __ 1 11 l I IHil I 1 1 I I I 1MINIMIZE DUST GENERATION.1 Itl I v.�+ 1 I I1 1 , / / J I \ I _ ., I 114 \ l > ` 1 I I 1 1 / / 1 F- I I • 310 I 1 I I I / / / Q I I \ 1 \ \ 11 I I / 1 1 cn z I I �. _ l \ \ 1 ULTRA BL0 WALL I ( him I I I \ 1 1 WI CHAIN UNK�FENCE [ \ NOTE: Z a \ 1111 1 / � , , 1, 1 , . 1110 4 ( I \ � F- I I I I l \ I TYPE 5 INLET I 1 1 I \ \ / / PRE-DEVELOPED RUNOFF SHEET FLAWS SOUTHERLY INTO ON-SITE DRAINAGE AND O Z I I lQ \ I ' PROTECTION MP) I I I 1 \ \ 1 I / EXISTING VEGETATED SWALE PRIOR TO DISCHARGING TO FANNO CREEK. I I r ( ,) 1A 1 1 I L a \ ( V Q 1 1 \ 171 1 \ 11111 \ 1 1 �,,,I 1 ` 1 1 1 1 fi WI � 1 11111 1 ` 1 1 1 I \ \ \ 11 i \ 1 \ \ \ \ \I \ \ \ I \ \ lI QI 1 I , { a 11 1 1 \\� 1 1 \ \ 1 1 { a X1 \/ 11 \ 1 11 \ / / \ I i \ \ 1 \ \ I r CC 1 I 1 \ 11 \ 1 \ 1 N N C 1 \ 1 1 \ \ \ I \ \ l 1 I W 1 I 1 1g \ I / / � \� � N \ \\ I 1 „, \ 1I 11 1 \ \ \ \ \ 1 Ilf,\ ! 1 I � �,� I / � 1 ) \ \ \ \� \ \ \\ � � \\ 1 1 .: I r\\ k \ 11 11 � k 1 f I // / / / /% // / 1 1 I I \\ \ \ \ \ DESIGNED BY MS l ' — ( 111 / / / I I 1 ` I \ cS \ DRAM BY: JM ! �IJ 1 i. ../ '/ ! I........ y t..-........... :' / -.1� \ \ \ \ 1 CHECKED BY: JPC ) \ I j f i I ; j / I �..... . 1 ( r' �........... / / , \ \\ sou: As NOTED roc. } i DATE:2/21/2018 -\ 1 -\ t,\ ` II , t 1 \ ( Nfrgi `� N \ GRA 1 `� 1 i � \ ,.1 \l‘t! \ `. 1 p \ 6. 1 Airig i_ Hsii,_\,_ ..1_ _ ___. 1., 4c,..k_ _I —STJ— 1.,_ SIW 4..z:77 .1-4..... T.Le- --\ (.,,, .06.-1,1P\ \ I r , LLLi — , .1 i — 1.——''''''''4''''''''''''''..."”. .44--"--- ,........, "---,... '4"---... ---.... '-"-----... t"----... — -..7 "".......... \ ''''' ----.. ''--..-- ............ 1 1 I \\\ \ 7 1 4,. 4,7s. iiiiis ..... ............... ,-,.. ..i... .1 1 ) • \ \ t ) ff, . I. ,Lr 1 4. '4 417 1= _ ar ��_un \,�� \ �----. \ \ ,,,, ,4._ 1102 1_ mg • \ \ 1__ O t N oo iv 42 sem `‘...,.\'�� J1012 3101 \ \ \ \ �,_ ^`_ -� �� ' �0.__,....� 1,----„,,_, = 1� / ae - CHR15�� ,--Tha-60-__ _______ -_ - �� I \J -� �_ `_� `�-� �1 � _— ` ��-- RENEWAL DATE: 12/31/19 DISTURBED AREA ` � -� , -�� — ---�--_ ` 11 BOUNDARY \ \ �_� ��` -- __ _ REVISIONS E 1 l � � \ �� ` _ _' ~,-may I J `-1 � E ---, JOB NUMBER , 5077 SCALE 1" = 20 FEET SHEET cD 15eI20 0 B 12 16 20IC051 co W r r ILI CC - - - - -- -- - - - - -\ - - - - - - -- _. - - w - -- ---• = U 0 !ll _ - - _` - - - DRIVEWAY w _ _ WAT TIT - T- - - 8s I 1 .pri ._ - \ T - J Q �I~- tie] � -� �. I �- ! �.T-- - T-- -- -- -,All- - - - ` (�[ - - Ts, - - \ _ _ _ 321-.. .--- - - .......0, �-- ' / ` -��T_ II I - --1MIT- T \ l�T SIT-- \ WAT- 1- - -.WAT- .- - -WAT- \^- IIII -no- - - ray` - _ -wAT - = Q \� / ,4 ___103-1--- _ I I / / f ! I SIIV�, fi8T PAR WAY \ \ T J f1 \ \ 1 I + ( TYPE 4 INLET I \ TEMPORARY GRAVEL \ � \ �, / ? / :' _ _ - I_ _PROTEG110N (TYP} \ \ \ I TYPE 4 INLET .... 2 Z _� \ i i _ 4 INLET \ CONSTRUCTION ENTRANCE TO �, }- o z a �- - f f / jt__ - ---)-- - --l__'i_ _ - - �" - - BE REMOVED UPON ___T _: 71E ECTION (TYP) ::----___Ts:= PROTECTION (TYP) ' �- 1 _ O 1 1 / / I I / ;7 �•: - CONSTRUCTION COUPLEnON _ - _ - - _ _ _ - _ =�Sr+�" ,�' N > Z em ��\ \ - -1 -37m1- -- - 1-ni 7 - -t. -slid- -I- - -,L -. -,6 L _ i_s.,,_ A _ / ; � I - - -SIM STw iiII571: rt. \ ''i\ 1 1 • A \ x�, d. ... r .r -461 10, s Z / N O Q•,/_- - a� _ '� • - 6 _141 1.41A•#CAL-AA`• V \- \ e °E7 a {/7 AL1 ! 0 \ \ I N \ I► . �� V �r r r `� ��., •�; o+l*�: d 4 a v N Y \ �� 1/ 1 1 • Qjoi`� �\� - �� yv 9E ' _ � ' i''`�N�':i�✓A �'�ii�" 9� �� l� � 1 d _ v -- Q ii e3 W li. \ 1 .0- i 4101 _ \ P _ 4� ` :'10.1 7 � 4� f%A.s� j' �+��.i�` ,1i _ -"r.�� -�_.`.__.. \- -- - 0 - f_� 1 r i v► I ,'-' .1k 11',A �', 741Fm." / � *4, disal otir -- `; -t... A 1 �. � + . i . 1• 4 �- -i`\ -�- �1. - -, W 'moi :‘,...--4. '`�• ter l44,,AAi ►� �, ► ; 6 . �. �- �= GRADING, STREET AND UTILITY EROSION AND EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: 0 44 0 .c - ,''► = �: i I�' ,kttilftr-11 .. ' . IIA� ' , I ` - . t -n / ► j0 #; �,; , �� + - SEDIMENT CONSTRUCTION NOTES: I ' 1 f \ ` 1 r - --- t "' �fj,,� 74w A' m -- . f t a- � �1� .i `� 1. ALL BAS ESC #MEASURES INLET PROTECTION, PfRll� itR SEDIMENT CONTROL, W I / L-3iooi r L� /'► j : FLOW ARROW 1 1 \ 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND �-- \ \ / r ` V CONCRETE1114,=4:111-1411.-....-1"--t."7014; \ / I I - ( - •lid' TYP \ COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS APPROVED !N AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION. CC O 1 rV.11)411,11t ` OTHERWISE AUTHORIZED:\ \ / I +_ -' ( t ) WA5�i0UT I � ?n _ 1 1 , • 1 \\ \ ACTIVITIES f I ‘iTi I A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. 0 CC � 1 �' _� I J1 I 1 I / � .� \\ \ \ SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. 2. ALL 'SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)' SHALL BE \ } i i i I _ I ! f 1 f �N �\ �`� \ \\\ B. DWARF GRASS MIX ( TIN. 100 1.13. AC. INSTALLED II�I�EDIAT£LY FOLLOWING ESTABLISHMENT OF FINISHED GRADE A5 SHOWN Ilimm 114�` I I I If f `v I I 5 ' I. `�'� \ 1. DWARF PERENNIAL RYEGRASS (8O% BY WEIGHT) ON THESE PLANS. a .� ;� f \ I I . i I I f 1 1i r _ I 1 1 , ) t 1 3 1 r 2. CREEPING RED FESCUE 20X BY WEIGH C� \' / �\ + �' ! o ' I • X It ) i \ ANDAR H GHT GRASS MlX( I�IN. 100LB. AC. 3. LONG TERM SLOPE STABILIZATION MEASURES 'INCLUDING MATTING' SHALT. BE IN 1 fr C. ST D EI ( / ) I ,i / / Y L \ 1 1 I ' 1 / / / j I f ( \ 1. ANNUAL RYE( ASS (40% BY WEIGHT) PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. / 1 / ` 4' {U 1 i I / f• N i I / ' I I �: • • I I lt\ `\14 2. TURF-TYPE FESCUE (60% BY W JGHT} j I 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO CC CO 0 1.., / '' / / / i i I vi I 1 + FILL�� ii " ' ! Il 1 THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. 44 (40 J / j I / I 1 / r., i i 1 �� 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL / / l I 1 f ! ' , l fir • i I l ' HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING / r - ._-_,-1, / 1 / l i i i 1 `� OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOIMNG PAVING • / / / rJ f i _ ACTIVITIES. 0 / ry� I/11 1 1 f I / fist i I I ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN OFF / / I `_� I 1tI i i i11 \ 1 I VELOCITY. I \ I 1 41104r ! ! 3. LONG TERM SLOPE STABIUZAT1ON MEASURES SHALL INCLUDE THE liiim I _- ' / I f I f �I I f �j 1 I 11 ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING IlfM ❑ ' ' I i I - - _ a� �1w f ! 1 / I ' 1 r i l ' WITH APPROVED MIX AND APPLICATION RATE. N I y I r, � I 1 1 I 1 1 f l 111 , I C.) oe I • . �. .i 1 / ! 1 j r + r 1 �� 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: T i i \ \ •t •i :11.. ��► I I I 1 , c. u ! of / I 1LI r I I I COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW Om r Q cv I �„ 1 31007 I 1. .; 4� 1 / 1 ,� i i � ! il I I MMULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES.I I1 �'! 1 1 f � Q111 I (C *~ - I I f \ I. �Q i �� i i I I f I 5. STOCKPILED SOIL STRIPPINGS SHALL BE PLACED IN_A STABLE I / / CIU I I C I Iy' nc M J 1 I L LOCATION AND CONFIGURATION. DURING WET WEATHER PERIODS, , 1 1 I �. •' : ; �A / i I E] Q f `�`1 STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR I I1 I I I ` 4 k� Q 1 I I T- STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE I , l r % I >! i.', 1_.{- t.l•-.11,1 1 I � � jEI I`� II ` I r �* ' I / i � �„ Q ' PERIMETER OF THE STOCKPILE. I.".I 11 �, :T ; .. I TAX LOT 24001 I j \-„,.......›_.�_f / I , . .. . I 1 1Z I I 1 + I - = .• - f ' r - ' T X MAP 1 1 36D I GRA L r' } iy \ �� 6. EXPOSED CUT OR FILL AREAs SHALL BE STABILIZED THROUGH \ z II I I / I i i •, I FILL ® � l THE USE of TEMPORARY SEEDING AND MULCHING, EROSION \ W \ . .',\.: ,:� '"'I y ADDRE S N A • 4, I r 1 \ \ \ CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR LEGEND 1 C� l I I I _�` • : , i ! } ; / WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING I I 1 N I . , - L - 1 i 1 1 I AREA: .46 ACE ) 1 • ! c� r,l/ �� 25X M AY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. �..� Z��, 1EXISTING GROUND CONTOUR (1 F )1 If 1i ,� i . QI � � } � I \ SAMICUT UNE (1113 1�I I 1 ` ( 1 i If / ,:' 7. AREAS 5UB,�CT TO WIND EROSION SHALL USE APPROPRIATE pr�S11NG GROUND CONTOUR (5 Fl� - - - 200 - OI 1. ! l ' `� 1 x�■X� SEDIMENT FENCE -) DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE FINISHED GRGROUND DE CONTOUR (1 •.LI I I` I I \ . .0).11 ' ; :.1.:' '. gAl �I I i I / (TYPICAL) , SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR FINISHED CONTOUR 1 v CL r. ..� Al 1I / OTHER APPROVED MEASURES. SHED GRADE (5 F7) �O CO I 1 1 I 4 : 1.1: .1.... , .. 1 I 1 1 i I 1 ., / / / I \ . _ Pill l 1 \ 1 i i // 1 i s. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE EXISTING TREE TO REMAIN 0 * 107 CI I I i , �� I i i • • I / / BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION I \ I I ;' } 1 ,� i T I / / / OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT O I I / I i 4 j 1 .. ._Q•"" • I ,4/ C UMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING SEDIMENT FENCE - PERIMETER (ORANGE) x x Z I I !Hill" I ' . --- . '� I MAY BE BE REQUIRED Tfl INSURE THAT ALL PAVED AREAS ARE DISTURBED AREA =• Q CC I ' / • I 1 1 �. I \ I 1I 1 i I KEPT CLEAN FOR THE DURATION of THE PROJECT, 4 \ I I l ` \• • / VEGETATED CORRIDOR BOUNDARY • 1M 1N ® O Imm ' I 1 l 10 y TYPE 5 �{I.ET I I } 1 1 • a I 1 ` ! l / Z Z i \ I PROTECTION MP) 1 I� l J r \ \ ( 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED TREE PROTECTION FENCE V I I I 1 ,_ , I 1 1 1 \ 1 THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ' ' i LI L-- -�, i ` ` \ } y.-, .. \\\\ 1 Si "� '� ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY CONCRETE WASH AREA \. I IL 0..■,. O I ' I l U - it \ it \ ' 1 1 1 I 1 \ INSPECTED AND MAINTAINED AS NEIL. I � 1 I I 1 \ � 1 1 \ � 1r co \ \ 1 I \ \ \ \ 1 I I \ 1 \ k 1 10. SATURATED MATERIALS THAT ARE HAULED OFT=-SITE MUST BE INLET PROTECTION - . II \ \ II \ 1 _ ❑ 00 \ ` l I \ 1 1 \ ! / 1 \ 1 TRANSPORTED IN WATER TIGHT TRUCKS TO ELIMINATE SPILLAGE I I i . / / 1 11 1 1 1 \ \ \ ` ! 1 } \ \ \ 1 l\ 1 1`- OF SEDIMENT AND SEDIMENT-LADEN WATER. iY!ir!�`t��1 it rr�ir�i1 a re \ \ iI `"' ' \ \ \ 1 \ \ \ \ \ \ \ \ I I \ 1 1 I 1 1 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONSTRUCTION ENTRANCE ••�&ur �6*01 keor:'Z W I , ll\\. CST \ \\ \ \ \ T \ = 11 \ -�•-�•-a,i 1 ?y I •` / ) ` ` ` \ , \ \ \ \ \ \ ! \ I 7\ \ l CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE ��'`j�111 0:� I 6 / / 1 \\ \ \ \ \ \ l \ \ \ RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE ° ' / N I l \ ?gyp CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER It \ .1,g \ I , I - - _-_- _ - _- �- _� 1 -: ,:A :,. \ \ \ \ • THAN 50FROM ANY DISCHARGE POINT, SECONDARY MEASURES DRAINAGE FLOW DIRECTION DESIGNED BY: JDS T=-- a�, SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE DRAMN BY.�� 1 I _ E I REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEETD _- -- I 310p r _ -woirrifirdar_77,10,diti&-vey' _ �� OF •TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50X OF :►:, - . ...0.- \ \ . .+4 CHECKED BY: ,IPC ) 1 \ S YF I I I' ` I\ T I .. ...... t i I �1 - \ \ \ \\ 1 THE CAPACITY. �n rf -. . . l LONG TERM SLOPE STABILIZATION I I ilo \ riI , ` at ` l SCALE AS NOTED \ I 9 ( a' �'1 N G A Go `s M \ \ 1 ) . . DATE2/21/2018 ___ __ r l ! +� I 1 - ++ i �, ` 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE .. .♦ 4 `.� � ; , I , l i 1 -'� r., \ TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL -_---\.---/ \ 1 I i - !- --i.7.7.! J' ; ... - �. ` I \ \ i BE PICKED UP AND DISPOSLD IN THE TRASH. s ;, - G 111 NN 4 T ..: --7jim --• ,_!FA '., \-_ .... . _ .... _. . ..,-, - ___ _ -- _ _- :. . _ EMI.- I ) 0 \ , 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN um' _ _ • - _ Imo' '' - RUN OFF INTO THE STORM WATER SYSTEM NEW IMPERVIOUS SURFACE I r l '� �•� \ ' r /i 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET ___.__ z9, 4.4 so° ?� /�� / _ \ l`` ,-� 1 G '� _=� PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE p CHR �\P - __ I 1 \ ` 1 ��L - �� r �- 7.- ..�� POINTS. o I DISTURBED AREA ` ` ~ , ~ ` = ~ _ _ . �� _� 1 ` ��-� ;� . RENEWAL DATE: 12/31/19 I BOUNDARY • \ N ~ �� ` -z � J- �� 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS REVISIONS 1 I _ \ \ \ \ \ �� WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT �� \ \ \ \ � � -. INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. o \ 16. PROJECT SITE AND DISTURBED AREAS TO BE PROPERLY T-) MAINTAINED TO MINIMIZE DUST GENERATION. JOB NUMBER 6 C !Mililfl - SCALE 1" = 20 FEET SHEET. I V 0 20 0 8 12 18 20 �� ius _ J W ILI CC CC I- �1/ MAY BE USED SHORT TERM ■ = //' . W/ UTILITY WORK AND W/ ___w 212 Qp� / ANGLE FILTER FABRIC rPHGOFDELOPMENT JLIJ O 55 4 $o• FENCE TO ASSURE SOIL IS TRAPPED 4,4,-GC's M/ \ .r� �r1Fr' Q U *C'�O -les a. _Q'.1 %:41,.. t d'ri ia; -T_�-- s,l,rl1!�ii'1, O. ,'I' QQQ 'e . .v 1" REBAR FOR BAG REMOVAL 1 \ 1 I it urs ,� I CC ear V T :u i,i;i�.11ll�li Iii�i�fAIii a Cy oR , •.a' o wuil;ll;: I' \ FLow --� i'su,u t I�,I / 41!IIiINI Ai 11 II IlIME1111 Z cI> • a . D.I, 14 '•4 ' .7 ,,111111�1:1i11 f ihh+ra 11,+, 1%,1lIPI�w I l',1illlIMI 11rr • O -e-:�: ; •. - .4 •• . • p • - % . a . CATCH BASIN GRATE I ru Iliilll"d l'ul.IM!!;+ri i - , / .p. \ , uv/ . " : _-_ _ _ - 1111 z ►.' p' v 0 II Ili lfll'i�l I I1,l11tS, o i;l1g1111114 Ill 1„IIDI Z PO 1i1111111FI 1 ,-I� - - -- :: ,!,,;T:rn )-o Z . +.11iu + ' , '�" •v• Q ••0• fIRIIIalr,la I�,.11IillUtl __�== -- r �.. . ••.i...,: p 4. a Q. •4 1 I 111+11/IIi1U�: 'n141tu,uq ,ayili...; W I 6 �4 ► '+III,�rsltll Ili' _`".�- RADIUS 25' MIN. v j• i.13.\>.• INTERLOCKED +._ ;r -;:-._ _., N z " ;:.'V p•ro F R�s� ;•I ! i I I I I I l 2"x 2 POSTS PLAN 1(IEW .. ___=-_ -_:: „mss= � :. Q N. _ Ch 0. • CLEAN PIT RUN OR 3 - 6 CLEAN ROCK `�10 Q� O EG CATCH ASI • - I AND ATTACH -- ,;, � �" o Z 4P,„�` S51 �`� : •.- - - S414•4414.401+#44.4/ -.�:• :: NTS R* {•• - .w . 60 AREA DRAIN , _ 8 W IX rc SUBGRADE REINFORCEMENT t‘''' • • 'e,,,+,,,�,,$+4 • : .'' ''� EXPANSION RESTRAINT c3 "' Z 1"'•; M til z N GEOTEXT1LE, AS REQUIRED 4g� :+` , " s�� 4.+_ EI��;4 CATCH BASIN 6,0 O Lii 8" MIN. : ..•• a ��;�`�7 USE STITCHED LOPS ' a) ¢ ,n uo , z O DEPTH P�' a"•� �� .�I '• '+• l :. :::e i` v �►.` 3' minimum2" 1;�I,,F't�hi Li- tt" 4St '. '. : •• OVER 2 x POSTS NOTES: tllaliV, *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL .• .', • • 4.�1, • • • • from toe slope. FLOW I,i11*art"" Q iii •. t,4••4.4;14 ''. ' 1. BURY BOTTOM OF FILTER FABRIC 6" f- 71n,Irl ir,.11 1,111.INE 11. ,• -••.- • #4.##� .• .:' VERTICALLY BELOW FINISHED GRADE. r„IIl110111i'' W cm GRAVEL CONSTRUCTION ,4,$4,/ e: �� _ I n,[,111;1111 0 y CO /-- ENTRANCE CURB RAMP STORM PIPE ' +► I ° 2. 2"x 2" FIR, PINE OR STEEL , :___::- .,�,l+,ll,�;+ �� ••, ,♦ N I FENCE POSTS. •a -•-::;-.7--- , � unlr,�a„ •.. • 1r■ it 1,>,� .1 r,r■ ,; , .._.: . . IL • . .ti: .. .r.'; ` 9 , • \ ,' i ifl 1}Wlii. FLOW . ��,� 3. PASTS 70 BE OF SLOPE. LED ON . 'y Bornou r uni Irl&II:',t �� W PAVEMENT : • ' . II►11'r!Il111111 0 Cr 0 *a • • .• UPHILL SIDE SLOPE. G ^ . ..;':•••':.. : tm* R• • ` - • CC• : •. - c0\� • I Ll1t 1,11111DP i H' �► �,,;vv�a) • (, y,►'`.. x. Yr 1 '••� • ►•. •'••�• " : U• r `� 4. COMPACT BOTH SIDES OF FILTER FABRIC ,� �Fhiln�nm , / e444 .4-44444%' s. *?1I + .p.:41, ./.. ,4 s. t a • '4' ..: • .t - •• • •b, . • . , • • .4 I TRENCH. ` Q0 i;liiiiiiii,i 0 '.* 1114, 111N1 -% ✓I�/ • r• ''• 5. PANELD MUST BE PLACEDNI 4 111111 11iI; O CC HA flit 111".I • � `��`/l•",:,...:' t' ''.;'. r•' +', .+ ► • •'•moi.. . . PROFILE DETAIL NO94Q 1'!I"41,/ni r s,t.+ * ACCORDING TO SPACING ON 1111I�11'lllllill • 2x2 X RUBBER BLOCKS DITCH !N LET PLAN VIEW 1.1 •� ` , •' •r 111./ ell li. 4CE ,. K' NTS ll;lrrrii ff NOTES: POLYPROPLENE (i) CL 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF FILTER SACK (WOVEN) '•,• . .., 6" overlap of bags. I SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING REPAIR AND/OR CLEAN ••�••••••••••+••+.•••+,;••••••4. ;..,..>.................. ........, ... NOTES: CI•:. . • •. .......+..:.+.:::••::::•........,. •.. FILTER FABRIC MATERIAL OUT OF ANY MEASURES USED TO TRAP SEDIMENT. a :•:•:' :s s.::s :•: ::°' °::':':•' k°•:` :• :•• :•': :" ' ' ::: : •.. .:::;: :: • KEYED DEMOLITION NO1ES Q\ \ u9 c �� - _ tel -- - - 12J, cr 0 - - - - _.. - .._ - __ - - \ - - 1. AC SAWCUT (TIP) § t _ _ \ �1 w"r__ 1� f�:��f r . , ` - I - r 1� 2. REMOVE AND HAUL OFF EXISTING AC J �.'� , �" f I --� ---WAII- -WAT- �- - -\w" - - WAr- - - 3. REMOVE EXISTING CURB o� W .-<______„----------- 7` r I _ w"r- \yam- - �w"r a ' I _ ti 1- 1I j / f 1 40 SVV\68TH PAR WAY \ \ \ 4. REMOVE 19 EA. EXISTING WHEEL STOPS, PROTECT AND STORE. INSTALL IN THE PROPOSED LOWER PARKING AREA X. Z � I I (_ 1 1 I \ \ \ \ \ 5. REMOVE EXISTING SWINGING GATE !relic' 1 _ r / / / e � 1 ? - ______\_ - .�_�i _ _ _ 6. REMOVE EXISTING SIGN Nv, I z r 1 1 I 1 / / / I �) - --r I _ _ s,_ _ 1 _ _ \ >)7* 1 i r r / / I © `�' �^, 7 - ____..2 -s�" -&"' 7. REMOVE AND HAUL O EXISTING CONCRETE SIDEWALK w N i i 1 1� t r . (- -h ! -- -�,,- -/- 1 sn't - ®--- . sim - Q .- / `� B. REMOVE EXISTING STORM STRUCTURE AND PLUG CONNECTION PIPE .. .) ,-6 a CC__,...--- wow. '-Mil ii W -sn� �� -sm 9. SAW CUT CONCRETE CURB AND REMOVE FOR PROPOSED SITE ENTRANCE AND WATER MAIN INSTALLATION Z's z S W \ 1 _ ` ---- \ \ . -, \.._ __---- 1:2 , , : • \• .l v• \ . . , ,1 10. CUT SIDEWALK AT THE NEXT CONSTRUCTION JOINT (5' MINIMUM) y �; a .. 1 15 W O --.0"0"r\ ` AI mil . 0 \ \/)°1111 / / / - i.- , '• �` ` `_ - �-�- f` f 1 ta- 11. SAWCUT AND REMOVE EXISTING CONCRETE CURB FOR �\ `, \ \• 4I, ......„.... --.... _ \ / / e_ --r- PROPOSED ACCESSIBLE RAMP. umi Zi / \ \ ,- < *ot / / r �-,. 72_' __�_ �` -�-. ___\_;.___z_ - 1Z RE#IOVE EXISTING PARKING STRIPES / \ \ \ / 1 ' I I I I / ! I }` -; - - ---:-----_____--7-7-___,,,,,,---_, �'t 13. "T" CUT PER CITY OF 11GARD DETAIL 180 0 41 0 (/' . '% ), ,. ,/,..., - ._,-----e›---4, m \ , I / l / I II l I 1 1 I >i i , > - - - - 4 w , \ \ \, \ ‘;1\11. -I. \ - , - --r- - \ \ 1/ 0/"" IrA ) / 1i i 1 tr` t .t \ \ \N\ \ �. GENERAL DEful TION NO \ //// / 1 1 1 1 1 I 1 I I I I I ... \ \ �' °� cc,,., p 1 \ I ( / I iii1 J 1 ! I CC I `/ \ \ ; 1 \ N\ \ 1 ."`�, 1. PRIOR TO STARTING DEMOLITION OPERATIONS THE CONTRACTOR SHALL APPLY FOR AND OBTAIN All I- 7' 1 I 1 { 1 / / I\ \\ \ � \ \ NECESSARY PERMITS REQUIRED BY FEDERAL., STATE, AND LOCAL LAWS, CODES, AND REGULATIONS. \ I I 1 \ 1 / ( 1 J 1 1 J 1 I l Imo. , �\ \\\ \ \ Q 1 J 1 f l I I ' / \ 1 1 \ \ I 2. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS' NECESSARY TO PREVENT MOVEMENT, a _ C I I --- 1 J I ' / / / \\ `\ \ \\ \ \ \ SETTLEMENT, OR COLLAPSE OF COSTING STRUCTURES AND/OR IMPROVEMENTS TO REMAIN ON OR OFF SITECn / \ 1 I I ' I / / _ �- - 1 , ) ��v \ \ \\ \ \ \ THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING STRUCTURES AND/OR IMPROVEMENTS TO ''"� / > / / e / a I P I N J 1 I f J I / I / _ / II �� \ '� \ REMAIN, AND SHALL RESTORE ANY DAMAGE TO THE PRE-DEMKILIT ON CONDITION OR BETTER USING NEW + / / �� - 1 1I I '�' ! f 1 \ \ \ \ \ \ MATERIALS. ANY REPAIRS REQUIRED SHALL BE PERFORMED AT THE CONTRACTOR'S SOLE COST AND EXPENSE. 0 ' / / / / / , II \ / I 1 f I / / N 1 1 1 t�� , � ,, \ / / / 1 1 + ` 1 I I I / / / I I / = i 1 I 1 �\ �� I \ \ 3. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFT SITE CC CO / / ( / / / / ` I I 1 1 41 ` �`` MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO r / 1I 1 O 1 I I I I I I ' 11 I \ ' \ \ �l OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK. 44 (1) 'I 1 / / / / / I f1 �! I I �' i I / 1 I \ \ '' \`. 4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN CONFORMANCE WlTh THE EROSION CONTROL / / �' '�I 1 I I 1 I / / / 1 I 1 1 1 '' ` { 1PLAN NOTES AND DETAILS PRIOR TO STARTING DEMouTION OPERATIONS. I I1 \ I II1H1I II 1 0 I I I / I I `` 1 1 1< / I `` ' I I� I 5. THE LOCATION OF ALL MUTES SHALL BE MARKED IN THE FIELD PRIOR TO MOUTON. CONTRACTOR SHALL CD 1 ' ' / J 1 I I I I 1 ) } 1 1 `\ / \ I I PROTECT AIM MAINTAIN IN A SAFE AND OPERABLE CONDITION ALL UTILITIES INDICATED TO REMAIN, AND i I / / I I f I 1 1 I 1 I o I I + ., / f \ 1 `\ II PREVENT INTERRUPTION OF EXISTING UTILITY SERVICES EXCEPT WHEN AUTHORIZED IN WRITING BY THE 7-` I I I I 1 `�' I �, 1I AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES, ACCEPTABLE TO 0 I \ 1 1 1 I { 1 / i 1 1 J I III I 1 \ `�1 GOVERNING AUTHORITIES AND O ER'S REPRESENTATIVE, FOR BURN S TO REMAIN AS REQUIRED DURING C.) N re T1 , 1 I ! 1 1 I I f 1 I 1 I I 1 1\\'‘ .ik 1 • INTERRUPTIONS TO EXISTING UTILITY SERVICES. a1 ` 1 Ji ) II 1 I �� ` 6. DEMOLITION ACTUATES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE PROJECT LIMITS WITHOUTQ1 1 .,�. 1 I I 1 I J J 1 1 I J 11 CIL r I I \ \ I �` / / I I mil / HRH � \ WRITTEN PERMISSION FROM THE OWNER'S ITATIVE AID/OR GOVERNMENTAL AGENCIES HAVING ♦„�„ o1 ,r IIIIII1 11 / JURISDICTION IF APPLICABLE. CC pi ig. ` ` 1 I 1 I I J I III I / l ' ‘‘,,t '1\ 7. THE CONTRACTOR SHALL KEEP ALL STREETS AND PUBLIC TIGHTOF-WAYS CLEAN OF MUD, DIRT, AND i.C) 1 ` \� I I1 I I ( { I I ! 1 1 I N DEMOU11ON DEBRIS. THE CONTRACTOR SHALL MONITOR THE HAULING OF DEBRIS TO ENSURE THAT ANY I 1 I ji 1 1 / = _ I 1 1 I / \ SPILLAGE FROM MUM IS PROMPTLY AND COMPLETELY REMOVED AND CLEANED UP. IF REQUIRED AND OR I I I g / I I I / ' / I I 1 1 1 I J-- �� NECES'SARY TIDE CONTRACTOR SHALL COVER ALLHAUL VEFA MD/ 1 1 � 1 .. � 1 II1111 17 , _ - \ \ 4 I �t'11 I J / I / I 1 I 1 1 I �� r'' - a CONTRACTOR SHALL CONDUCT DEMouTION ACTIVITIES SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE I ` 1 1 If I1 i 1 1 \ \ `-> --4 --- -- WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS f `` MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY PROR TO THE COMMENCEMENT OF 1 1 1 1 /II1 I I I A `L 1 1 1 \ ` ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. I I \ 11 1 1 / I I { l \ I 1 1 1 / I / [ 1 4 \ I i ,' II � \ \ Z 1 1 ` I 1 N 0R \ 1 I I \ I / l 4 ..) 1 > � 9. CONTRACTOR SHALL CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED y 1 , I I �V I I ' \ I ( I / / I / / I I BY OEMOUTON OPERATIONS. RETURN ADJACENT AREAS TO CONDI11ONS EXISTING PRIOR TO THE START OF a 1 I 1 \ \ 1 1 / M t� I THE WORT(. 1 ,_ 1 I I 1 I , ��/ / f I 10. DEBRIS SHALT. NOT BE BURIED OR STOCKPILED ON THE PROPERTY. ALL �MOUTION DEBRIS AND MATERIALS 11 I IDO\ \ 1 \ \ \ 1111 r I I 1 I = i } I I , I / / �� ' _ L..'M; ; / l _ L - / / SHALL BE DISPOSED OF AT OFFSITE LOCATIONS IN ACCORDANCE WITH ALL MUNICIPAL, COUNTY, STATE, AND11. I I l \ I / 1 \ I 1 I 1 1 I I 1 I I I 1 I I :-1- - / 7 / FEDERAL LAWS, CODES, AND REGULATIONS. THE CONTRACTOR SHALL MAINTAIN RECORDS TO DEMONSTRATE 1 \ \ 1 , I I 1 I _ / / / / PROPER DISPOSAL ACTIVITIES AND MALL PROVIDE A COPY TO THE OWNER OR OWNER'S REPRESENTATIVE Z - 1 l 1 I1 { I I I I " / 1 I I I /X/ I ��'�" � 1 I 1 1 1 I � •M �`' � / / J UPON REQUEST CONTRACTOR TO COORDINATE AND PAY All COSTS INCiIDING DISPOSAL CHARGES. 11I / iO 0 \ , ; I { l ; 1 1 I I I \ I / / / / / / / 11. PAVEMENT SHALT. BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, SHALL EXTEND \ ` } \ + l 1 I } } 4 I / / / / TO THE FULL DEPTH OF THE EXITING PAVEMENT. THE SAW CUT LINES SHOWN ON TIRE DRAWINGS ARE 1 \ \ , Y 1 I 1 / ` \I1\ ` \ \ ` l 1 4 I 1 1 1 1 I ,� / / SCHEMATICANDNOTINTENDED TO SHOW THE EXACT ALIGNMENT OF SUCH CUTS. \ \ 1 1 l II I 4 / / / 12 CONTRACTOR SHALL CONFORM TO APPLICABLE REGULATORY PROCEDURES IF HAZARDOUS OR CONTAMINATED I I I l 1 / \ \ 1 \ \ \ \, \ \ \ \ \ \ I� 1 { 1 \ 1 € I\ I I \ 1 \ I � ` 1 / / / ,/ MATERIALS ARE DISCOVERED. J I \ 4 I l l 4 I J I I - I \ \ 1 / / 13. CONTRACTOR IS RESPONSIBLE FOR JOB SAFETY AND SHALL PROVIDE, ERECT, AND MAINTAIN TEMPORARY 0 \ \ \ \ 1 I I 1 I I I \ 1 / / „/ BARRIERS, WARNING SIGNS, TRAFFIC CONES, AND PROTECTION AS NECESSARY DURING DEMOIJTION ACTIVITIES. I ' \ \ L y 1 1 I I \ \ l 14 CONTACTOR SHALL REMOVE ALL EXISTING STRUC FAgLITI IMP#ROVEMEN ETC. AS SHOWN UNLESS 2 \ \ � , 11 \ d _ 1 . \ I I \ \ \ 1 / , T . \ l ` } l l \ \ f 1 ` \ \ 1 1 OTHERWISE DIRECTED BY THE OWNER OR OWNERS REPRESENTATIVE W 1i ' I 1 I l \ + ` I \ \ \x, \\ 1 1 "' 15. CONTRACTOR SHALL DISCONNECT, ABANDON, PLUG OR REMOVE ALL POWER, TELEPHONE, N AND GAS CI 1 I 1 1 �'�� 1 1 1 1 k \ 1 4 / UTILITIES SERVING THE EXISTING STRUCTURE. CONTRACTOR TO CONTACT LOCAL FRANCHISE unuTY 1 1 \ 14 � � l l � \ \ \ \ 1 � ' I � � \ � N 1 r / \ \ l 1 \ I `/ 11 > \ \ \ \ 1 \ \ ( I 1 \ \ I L 1 , 1 J I / / PCOMPANIES ERMITS. IN ADVANCE OF PROJECT �IflUTION TO COORDINATE SERVICE DISCONNECTS AND OBTAIN .l 1 1l I \ I \ 1 111 \ \ � I \ \ \ \ 1 r � 1 / / / r I \ 1 I \1 \ \\ �, \ \ \ \ \ I J \ y \ 1 f J 16. CONTRACTOR TO COORDINATE WITH GOVERNING JURISDICTION FOR DISCONNECTION OF EXISTING STORM DRAM, 1 I 1 \ I O / \` d's \ \ \ �? \ \ \ I \ '} \ \ \ 1 4 l I f 1 / / / / SANITARY SEWER, RRE, DOMESTIC WATER, AND IRRIGATION LINES CURRENTLY SERVING THE SITE IF REQUIRED. 4 y \ \ \ `\ \ N \BO\ \ \ \ 1 \ I \ ' ' \ \ \ 4 l 1, 1 / / DEMOLISH, ABANDON, PLUG OR REMOVE ALL HOES IF INDICATED ON THE DRAWINGS. 1 [11 \ ' / �0/ \ \� N N \ \ \ \ \ \ 1 1 \ \� \ 17. CONTRACTOR SHALL BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOJTON ACTIVITIES. y \ M _ ` I / / '1, I \ \ \ I \ 27Q } 1 c\ k,\ \ I I BACCFTLL SHALL BE ACCOMPIJSHED WITH APPRaVED MATERIALS, AND SHALL EIE PLACED ASIPAGTED p ay ,pS l _ l I - J / / Z / 1 ) 1 .. \=,.,s _ " _ \ \� \ \ \ ` ENgNEERED FILL AS REQUIRE) TO SUPPORT NEW IMPROVEMENTS. BACKFlWNG SHALL OOCUR IMMEDIATELY y1 1 _L ) \ / I 1 I ♦ \ \ \ \ \ \ DRAWN BY: MD 1 ` i _r / I I/ / /1) 1 1 I f I I (...'''' ` I ' \ \ \ \ l \ \ / AFTER DEMOLITION ACTIVITIES UNLESS OTHERWISE DIRECTED $Y THE OWNER'S REPRESENTATIVE JPCl ti ,.....� I 1 II \ \ \ \ \ 1 i 18. BY. lV / • ......... ....4.......� ( ( \ \ \ \ \ DEMounoN AREAS SHALL BE GRADED Ta MAICEI ADJACENT TERRAIN TD FORM A SMOOTH, CLEAN (FIREE OF A........:: � A \ \ \ \ � \ \ \ DEBRIS), FREE DRAINING SURFACE, UNLESS OTHERWISE SHOWN ON THE DRAWINGS CFI APPROVED BY THE , � NOTED \ o N �; I , I O I1 ' 111 I I 4 4 \ \ \ \ OWNER'S REPRESENTATIVE. DATE:2/21/2018 1 � 1 ' � ( t \ � 1, t I ',. " I t \ 1 1 1 1 4 4 4 LL \ � � L \ \ \ � � � � � \ � \� 19. CONTIZACTOR 5WALL COORDINATE WITIH UTILITY COMPANIES -AND OWNER'S RC'RESENTAnVE FOR RELOCATION •.I1 \ 16 N i I1 1 4 1II \ \ \ OF EXISTING SIGNS, PARKING LOT LIGHTS, ETC., IF SHOWN ON THE DRAWINGS. CONTRACTOR SHALL PROVIDE A - - S"'- 5'"" BACKFILL, CONDUIT, WIRING, BASES, ANDt `� i _ 1 - 0. :it, Em. y„ _ _`_` ` \\ \ \ \ - APPURTENANCES REQUIRED TO THE EXCAVATION. 4�� I � T \ \ \ \ -b \1 a. ,T., / ,. ...t.,_ ,,,____ - ,, , ,-, , 71 8 / ,--, -va._. / I \ --- .....„----__ -_ ____ --._ -____ ,... ,.... ,. ..; 01W.. ... 43. _„.: ...„-- , , _ _ --� I _�, gyp. s „..4 .-rte ~_ I \ \ `` ` y ------ 1 ~~ •~ ---- -_____:----,--1 �,`� V. • �_ ` --1 �_ HR y W i \ � � __ `�� ~� `� -_��_��_� � - ~� � � , � - ~ RENEWAL DATE 12/31/19 ASICNS I W 1 ' IJ��j _ , _ , \ \ \� N \ ��=�4a -�__��=`` �� ' JOB NUMBER (4141111 ) - 5077 SCALE 1" = 20 FEET SHEET I cz 20 0 8 12 18 20C070 N W \ , W CC ac 6 W - - - - - - \ h g IC 12 g CC uj -- ` I i i I 1 1 I { \ 1 \ 1 E \ IC a s I 1 1 I SW 613TH PAR IN \ \ ` \ _ 0, �, � l I I 1 1 I I M1f � l AY \ \ \ \ \ �� Zz --- \ \ \ \ -,-1"- ---1-- I I I tA . c‘i ( / / / te( 1 or 0 r - --,- ' I I I /-� N 1 1 1 r � /\_ \ \ N -..„ ..W cY) 11-`t _ze CT 4 / / / / �I J TDC 275.12 / �, / ^/ �� z u, ,�' •c� P.. 1 1 ,\ -" a I I 1 I MATCH DQST. / I / p f �, z . \ 1 / { SW Ft�\ ! MATCH TOC 273.48 �. = E Cr )" 1 \ ` I ,,� ( STC 281.41 / EXIST. TC I / / ( z M B W ti \ .I� 1 r _ _ MATCH EXIST. TC a a r c. W N Z / ` \ \ FG 294.51 . . • _. . w - - 1. a - �� , . TC 281.27 a�'-" 4! / Al Yui a Z o I • 1. : v C � ti g W LL \ ` 1 FG 294:49 ��. • • �� \ ` ""` �-z_��-- _ _ i FG 275.32 = , FG 273.68-r,ilI r- `� � f - d , Q••---'4'." = osmium / 1 1 �� \ _ � __ ! _ I / FG 275.42 ]._ --__ -}--� � _.. _ �,.��i ,.. Z \ �\ 1 1 1 a�► FG 294.69' \ ` / FG 281.61 /f. E -� -�__-_ -_ ' v FG 273_78 _ . `_r f TC 275.74 0--1 I TC 275.80 / - --- - - - j Q as ` , FG 295.18 *Nowt �� ' / j ° l 11111:4_,'_411-1 11, _ - - .� -- ---�'- 1 I >)„,--:".;-' FG 294.76 _ \ tii TC 275.77 _� t\---- _ �� - ��- W \ \ FG 294.64 - / .- ! 1CC R 1 / _ _7--..:::: ___ CC 0 '� FG 294.86 - It J'-11rati / ' _\ 1 1 TC 274.061 \k\ \\\\\\\\‘"--\\‘ \ � `\ \'� \ ` \ \ ///7 ,=,- ' FG 295.61 I / I �• \\ \\ \� \ \ \ \ �� ..,_\....----_, / J - CTC 295.73 �FG 295.83 / \\, \\ \ NN �- / /� O( \� t 11 1 1 I / TC 274.29 \ \� \\ /// Q�;� II ! 1 I I I / \ \\ \\ \ 11\ I ,, 1 I 1 a / I I 111 1111 l ] r 1 I kt CL 1 / FG 275.27 # TC 274.42 \ t \ �� \ \ f A t III I / 11111 11 / 11 } / / I r 1 � '� � ;� \ ` � _ ` / 1 \ 1 - I ° II / •t TG 274.00 1 1 1 F \ 1 ��\ \\ \ §---2/ ?-4;1/ ii% / / � I IINII 111 I 1 I I I 1I / �1 � \ \ �� Ci �-- / , \ I -� I 1 1 r o I I � \\\\1 ,11 11 / , / / of I I I I A I I 1 1 I I / I I til�� , i \ 1 I CC o0 / I ` i I I I I f 1 1 I FG 273.53 I I 11 �`I / �� , I \\\ / / / / MATCH EXISTING j I / 1 ` \\v\\ \ 0 �� I � I 1 o I / H / \ 1IID \ I 1 • ` 1 \ . a r 1 O i TC 295.7, N 1 a, 11 1 I I / / 3 m TC 295.44 .� r._,... I I I I `� I 1 / TC 273.75 I I I I 1 I % �� ` \ 1 1 1 1 1 I / I 1_ _ 1 I f l l l l l j I I I I I IHill i ,, I J Ili \ 1N1 I / / / ! 11 1I 1 ,, �, II / TC 295.5 I I I 11 1 H/ I111i / / I II IIII 1 / I I 1 11 I I111 , � � I �� I o /' C / I i � 1 I + i TC 274.29 TC 274.00 J ^ �o ` I I l TC 295.n I III I 1 1 11 1 J 11r� 111 ',I \ 1 ICo) N OC �� 1 11 1 ��►, I 1 I I 1111 1 1 1 1 1 1 ,.�- I I � � 1�� I III1 I I I1 Ia TG 274.42 • 1 111 1 r�, Ia § I 1 J �) I a:.7 TC 295.90 t 1 1 1 1 ` ` 0 o l I I I 1 f BC 295.40 1 I I 1 I I 1 1 f TG 274.35 1 1111 I I l,, 1 I 10 1 ,- _ 1 I I r i . �;Y I, ` 1,' I� •�� I ! { jf TC 274.20 11 1 1 / I I I ) 1 . I , 4) TC 295.90 ' 1 1 t• r = 1 1 1 I I I \\\ I1 I 1 f I I�..�� 1.: �,, EW ORAD 1 fr 1 t / I11 � � .. • I II, � II 1 l 1 }. / y �. ; aAi: Tc 295.90 CILIT BUILDINGEI I � l �`1_�� I I / FIA I / \_ :: , - I Il I I i FG 275.27 :.:,.: I }1 1 �, 1j / TC 295.67 ` , �! ,. _ • " I ' FlHNU IED FT_OOR ELEVATION III I II - � J '� + II1 I v TC 295.76 �' 1 .� I I , 1 I 2ND FLOOR: 296.00 ,; I I `� r �'11II f -� : . •. CONSTRUCT AC PAV'T I .33 , TC 273.85 1 I I iI � -�---> �,I I I 11 / v .. BASEMENT: 275 I l k _1 I I� I f1 f • ° { I .� I ° �� FLUSH W/ CURBI1i ic i 1 1 , ,_ _'� I I II I I / . !.. • .\- .I 1 / ! I • I FG 2 .50 _ \ \'� `� I Q 1 \ 1 I I N , I \ . : a:l , I , I I �/ � I I I I I I : I ' I :I ..� .I•' : TC 295.90 I 1 I t y I n / / 1 I I\ 1 I I I TC 295 26 . .� 1 / / I� / yCL 1 r (. H� ' n 4 ...'i ., . TC 295.36 �,I• I 1 FG 273.56 / f I / 0 1 I I ti l xu7 ° al 1 III I1 1 I I / 1 a I ! / 0 C''. , �. °.. . 1 *� . �� I I I 1 I FG 273.76 / 7L / 1\ 1 \m .rui- n, ,� ° :° .'d A► TC 295.90 l 1 I _f / / 1 1 Z 1 I I f r I I I .'r. a� � 4, }'F ?l �. 1 I �; C / / 1 �\ 1 I I % p, ,� �' ! TC 295.9Q 4 I I = I / / 1 / 1 7 «l �\1 Q I \ p �'l 4 ! \! i •. / / / / I I 01 ,•fi ` - . ,�. 1 BC 295.4U Ho/ I / 1 \ Q I i I ! lri---w-T--.1 1 ( CC 1 I j ` 1 1 .J �' •' I l 1 ff - TC 275.35 as TC 275 33 ; / / j - 1 I ` V LINE (RP} ., . TC 295.72 I I 4 . .. �1 / {{ 1 ` I I { } FG 275.27-� ry ` f / 0, � 1 I I �,��, -'•`•::!,-ni � MATCH EXISTING I � I � l I � 11 � � r � �a� . ° � ;r �� -'� t � \ 1 / � � 0 1 I \ ` P 1, n Ff .� l I 1 _.x i iC yr i':.� `;, 1,„ ' TC 295.75 1 ` = TC 275.45 TC 275 46 \ \ I ( / 1 I \ I • TC\538 f t y } I f 1 !. .. . `� F ` 1 / W 1 __ ....: .,...s - l l 1 1 �..._.. . FG 27419 ° \ 1 l11 Cn 1 I I I I ` { y l \ - - a a �,3x`a fX 1 / ----../ 1 1� I I I ,`1 TC 295.42 ` I \ \ \ \ 1 1 l 1 1 1 l I I P [ 1 } 1 1 1 - TC 275.35' ' TC 275 33 \ \ 1 , 1 l \ / / / NOTES: I \ \ TC 295.75 \ \ 1 \ 11 \ \ f • j r+ \ {, J ,. CONTRACTOR SHALL WRIFY HELD CONDITIONS TO I I \ 1 I \ / [ 1 1 ` / ,,� N\ z, ` 1 \ i''' / / / / ENSURE THAT MINIMUM ADA STANDARDS ARE MET FOR 1 4 I \ i �,� TDC 295.25 lit R p FG 296.00 ` 1 1 \ 1 1 1 ` N ` I \ \ \ 1 j-' ADA STALLS DURING CONSTRUCTION. \ I I \ \ gj I , ,1......: FG 295.50 1 NNN \ \ _ \ 1 I / / f \�. 1 / / J } u \ TDC 295.251 \ �'' \ ?8p \ \ - / �' \ \ 1 N TC 29575 � p4./FG/29'5/.50 / \ \ \ \ \ , \\ \ L \ l c L 1 } I i , I- / .' �g� / \ \ \ \ \ \\ \ - 4 \ \ N \ N / `` _ DESIc D BY: IBS 1 �-L FG 296.00 / / / I 1 TC 275.77 = FG 273.76 _ 270 y 4 \ \ \ \ \ \ / / DRAYM�I BY: SMD I I I ' ‘. L= \, i - 1 = rr :� FG 274.00 \ \ \ \\ \ \ \ / k 1 ,1. , I ,� =�_ W -.�� \ \ \ \ l \ / _ LEGEND. } *EKED BY: PC 4 ! � f I MATCH EXISTING '71,-- _ --- ------ :-� -- _ ' ✓ FG 275.27 0 ; 1. \ \ \ \ \ \ \ \ \ \ \ AS NOIID 1 "-. - - 1 ` , 9 \ \ 1 j I z IC 294.28 I TC 292.93 1 3� ��TC 276.45 :° y\ \ \ \ \ \ \ \ \ ` BC: BOTTOM FACE OF CURB ELEVA110N DATE:2/21/2018 / 1 `. I 1 d c� r i 4 r . 1 . \ \ \ ` \iligN _ FG: FINAL GRADE 1 1 [ I `� f c� �"ai E \\ \ �-- \ TM TOP OF CURB �v C.I Ni 1 ! 1 1 MATCH EXISTING ' � a f ► \ \ \ \ \\ Ca t a . 1 \ ''--�---- - TQC 299.05 'r 1�C 293.50 1 L L , O [- !s o \\ \ ` \ TC: TOP OF CURB �r' / 1 1 \ .� TC 274.04lizmnimin° 274.20 \ \- �\ \ F: / / � 1 ,_ 1 _ -.,. _ - - _ TC 276.97 TC 274.94_ :.� • I 0. 11r\ ` \ - - \\\ �'� ,„/ / / -.Jo \---...._____, ----... \---; \ -,..,,t,, ,,-.-,,,,-, 41 `� f\ �' ,l ,_ '��; .T .61 \ = 290` \?8 ` _r �2.75 �N � 1 v- -- --� \\ p 29. �\�� IR - \ --- 5.. \ \?80 N. \_ TC 273.96 / / - --- �� \ - _\\\\ CHR 15 ~` TC:297.99-d TC:295.,5 , "' -� ��--.��- � �'� ~ te : � �` \ -- RENEWAL DAA: 12/3119 / ! I TC:295.24ikr--------z_-_-_-_-,------7-17--,--------------_____- _ ----___.--,-_______-______----__,--_-_-__-_,--_-7- ,. ,_„ ,_ _ __,.......,,,,,, ____ _____ , ______,________ - _ _,. -� - -_ -� `.��..� _____ ____ ---._ ______ _____ _-,- -____ ____ _____ ,_ __.--=-______ ___. _......, --__. -__ \ ______ _N -___-----___---- ,..--__-----____ _,-_,=- _____ ____ , _ ______ ___-_„ .....,_ _-___ ______ _____. ,_---- _____ _::1-,-...,::: .....--- _. - 1 1\ ,..,_ •_ ,_ -----4 \ \ N N \ ...__________,_____,,. ____ ____ ______ ___ ,_ _ ____-_ ,--,_ ,_ ______ ,_ _, ....____".... .... "................. I'''. il At -- -____ --,___, \ \ \ N N, N..............j ,.....____ ---____ _ _____ ________________-__. _____ - ______ -___=..--......_----..............."-.....:-... ,....:-Z..":„----- ........--..z........ ________ •-......... ....::::-.........1>.... ....:: � ` \ JOB NUMBERS \ ` \ �� ; ��_ 5077 SCALE 1" = 20 FEET SHEET . a 120 0 B i2 18 20 C07 i 1 U! W11111°1 w ,. W Q 0,ig V � _ - - _ -\ ,' LEGEND NEW HMAC (PER PAVEMENT 0 oc _ - a SECTION DETAIL) ? W n ❑ a • a � '' o I SW GS 1 H P �.� .a. �e . � SIDEWALK Ilt z N PARKWAY Z .i _ _ _ _ ________ _ ,,,,,, ..„ a T` z INSTALL CURB PER - - - - - - _ �' a U1Y OF 11GARD 0 - NOTES: '� ' = 2 - BENCH 01�CONCRETE PAD DETAIL 125 43 o N z 35' RIGHT OF WAY I ,_ 0 n 0❑ -N (CONSTRUCT PAD PER CITY INSTALL SIDEWALK ALL CURB TO BE TYPE •Cr CURB PER DETAIL ,n 2 z I _ 1 OF TIGARD DETAf L ] 0) I PER CITY OF 3.00 30.00' INSTALL SIDEWALK PER =1 �i p uTIGARD DETAIL 1ZO �DETA OF'1�GARD Op O F tri E ON� v - - 700', . • . . .•• .77 IL_ ° p ! v .a ° ,..- / uj � I� U` V '. . ; ° N°SEW N a Vc Q N i� v W O .c, t. ,,,,... COB ... . 7A17,...... . .... .r - r51/00' -- NOSEDOWN i \\ �\ W › O _ '/ 12.00 , i CURB INSTALL STOP SIGN\\\ �„ • . INSTALL CONCRETE L __I ` \ 0 Q 0 '/ SIDEWALK PER DETAIL R=8.0' * \ \\\ o Wart 6 ' • ___ ;.','�'" Vic.—: 7cc Lim I— � i CONSTRUCT COM CAL \ „ . f 4. lkitzt 0 ! i DRIVEWAY ETITEtAN \ CC I STANDARD PER CITY OF TIGARD\\\ \�\ O \\�! VERTICAL CURB '• DETAIL 143 414 \ • \ I \\ ..� O / , • \ \ .. ce44 I- 1 PARKING STRIPES 0 \‘ \ 4 Z °� \� 5 STALL BICYCLE R=4.0' (ill) ' \\c- it \ a %► �� PARKING (PER DETAIL) \\ es c_ u) Cn CI- . ' \ \ 1 ..ti 11Ca 1— \ 1 112 ,1 .5 22 \0 it % \ LANDSCAPE PLANTER ROADWAY CC co 11 RELOCATE EXI511NG C� • 1 \\ \ AND SIDEWALK STRIP 4 tO O �� \\\\ WHEEL STOPS I \1 = I \ EXISTING 5' WI END RED 4 WIDE WHITE 1 I . `, \\\ SIDEWALK F.XISTINGf 0 I• PAINTED STRIPE v \ CURB �+ PAINTED CURB - O WHEEL STOP 1 \ ' c (�},, .1 I TYPICAL ROAD HALF SECTION (70' R/V4 Q I R=4.0 \ NOT TO SCALE 0 N y_______L K ---'---- 4)--7--------) ' A v \ -8 I I s„ % \ a oa 1 �\ % \ as r NS ARD `�` If \\ \\ o j VERTICAL CSB, 49.50' 18.50 \, \ 'r”" I - 1 \1 5 I. i . . NEW STORAGE I• 1 I V Q v 20' ACCESS EASEMENT TO ' \ • E�._1JEFlT TAX LOT 2.400 Riao p A : FACILITY BUILDING I - - -- EXISTING PARKING AREA ,r R=�1�0' ' BEGIN RED ,, LIGHT POLE (TYP} ,, \ \ `,; + -�• -„ q rd PAINTED CURB �.__;w,. a ' H1995PL 34:Y2' \ J • 4.00'_... �._ • ° ` I• r-- _____ , �' or \ 0. � a > a , � OVERHEAD � � ,.�.. CANOPY O AC PAVEMENT 0 (( PER DETAIL J.. ` 1 1� ■. l� �� f 12.0' . Z I R=2.0 " 1 p' 111 Z o ° �' PCC PAVEMENT • • • °- 6.00Cn Z 1 �� ///././ 0 1� . R=i.5' � � STANDARD °° PER ARCHITECTURAL ♦ PLANS 'I VERTICAL CURB . . i!/'STANDARD O O . INSTALL CONCRETE VERTICAL W SIDEWALK PER DETAIL OVERHEAD CANOPY x.06- -�►--- CURB U rl 15 CLEARANCE p.4117 ° g. p2 ,10 R=1.5' -`- INSTALL. SIGN PER PCC PAVEMENT----- L_., NO PARKING FIRE I O O c Q 1 fi -CONCRETE (3300 PSI 0 28 DAYS) . 18.50'- - 2fi3OQ'_......,,�. , O 0 9.50" ACCESSIBLE PARKING LANE SIGN (FENCE SIGN DETAIL 4'- ' CRUSHED ROCK K_R=1 a I ' MOUNTING) I 0 0 1 7}� LLi I �a r;- INSTALL CURB FOR a 0 0 ( ACCESSIBLE RAMP c)7 N 0 0 I INS" PARENT-MARKING 1 i O O C . g STEN IL PER OTC STANDARDS 50' • SEE ACCESSIBLE RAMP _� co # ACCESSIBLE PARKING DETAIL THIS SHEET � 'a = ii: 1 v1Al��lrcuS r1GURE 6) � INSTALL SIGN PER j ACCESSIBLE PARKING ase , I _ SIGN DETAIL NO PARKING FIRE • I 6.00' DESIGNED BY: JDS gm 1 LANE SIGN �" , ii • I . DRAWN BY: SID k 0} • L_ WASTE ENCLOSURE AREA tIPC c \ 11111111111111, (SEE DETAIL SHEET 0500) �cEt® BY. AS NOTED // \ I 1 R=6.0' 1EXISTING ULTRABLOCK 2' WIDI' DETECTABLE DATE:2 21 2018 \ - : . -- . . RETAINING WALL \ / WARNII'G SURFACE .� •I [ AC PAVEMENT ,.• . , " , �`. f PER DETAIL . PER A STANDARDS c�,t'�n�i x' } - © I VERTICALNGURB - - 4=DARD o c 0 0 "LO�= v . - � 6.32'.- �_/ — .. ,. '.. � 1, " 0Till "� =8.o s'IE , _ NO PARKING FIRE ACCESSIBLE RAMP DETAIL `lt S ° ' '" 9 �_ - f I R-s.o syr %o� �� o �' LANE SIGN NO PARKING FIRE NTS p 29' P R=2.0'-� R=2 O' LANE SIGN CHR IS � _ `� �____� +. �.0 RENEWAL DATE: 12/31/19 ; PCC PAVEMENT REVISIONS \--1\ ' 1 Bra-CONCRETE (3300 PSI 0 28 DAYS) 4"_ " CRUSHED ROCK 0 I 8 C4!Mill41 __ JOB NUMBER SCALE 1" = 20 FEET 5077 !Illmilllie SHEET 20 0 8 12 18 20 Q ciao sr - - _ - -wAT- -_ - - ,T �$ ,, - _.. ......_... STORM DRAIN NOTESLU CC 07 W - SW 68TH P RKINAY� -WAT D 0 - _ \ I 1. PRIOR TO CONSTRUC110N OF STORM DRAIN, CONTRACTOR SHALL POTHOLE EXISTING N t _J �~ - - - - - - -t- - - _ _ _ - - U1IUTIES AND VERIFY EXACT LOCATION, ALIGNMENT, SITE AND DEPTH. he #r Q / srm I f ' `S"" -- --SAW- 2. PROVIDE STD CLEANOUT (CO) EVERY 100 FT MAX PER UNIFORM PLUMBING CODE cc W .,..,� s �` S -STM_ A. sni_...0) (UPC) (TYPICAL). a / .. .t.11,_,\. 3. DRAINAGE PIPES AND 2i .�- . , : . . _._ c.-._.._. -�1...* • "' ..� . I .tl_. _.. „ . .� --.. __ _ . ALL STORM STRUCTURES ARE PRIVATE UNLESS OTHERWISE IC ? o /� - I / a 1 \ • ` \,... „IL ; NOTED. THE ON-SITE STORMWATER FAgLITY IS PRIVATE. }o z r I 1 - '�.. ��'��, +r - ' __ �� \ �\ - ` \ - - - 4. ALL CIEANOUTS IN PAVED AREAS SHALL BE INSTALLED WITH A CAST IRON FRAME y w /' " 4 � '►,:_ ct !► L.( _ S7141-CB7 -- ---' \` �` `�` ` ,�` • AND COVER. W cars Z 1 1 ),S) L ��------v-?C __ 43 cin Cf? 1 1 j----'( �. ,...1 Ifs\ \� �\\ �\-C" , s• : z m r-- ,u� 2 a r . .�.1. .�r. \; \ `� �� OM1 i - .: . • z o `D `D OC / Q cc rri r7 0 L.-1- e 6' PVC SDR35 \ �� '\ � • a z ¢, ` ROOF LEADER DRAIN � \ \ \ : '. ,n 1'i 1•; 6-111 w .4- �\ CONNECTION 5�u \\ \\ ' \ \ vs N ¢ `F' "' Y z o \`k 1 J I / STM-MH4-� \`\ \\ \ \ \\ ii v W IL. S) . - .. . . - . . . - : '. . .. .. -- .. -. ' . . -: . .. . . - . ' ' .. . Z 1 11 STM-COSA - STM-MH311\-RAISE # H RI \\\� 11\ \ ,'1 f• STM-C88--4 Rlrl: 73.5 \ 1 ` / l1 \ \ \ \ \ \ LI Qc� STM--005B I 1 \ 1 \ \ ?� \ \ W + � I I 511x1 C05 ti 1 \ \ ` \ `, Q 1I I / I -0 1 '.... ..;' ,•E!; PROP. ROOF i ` i 1 0 ' V 3 LEADER DRAIN ' II �\ \��\ \ * . \ twit= aC Pilirli' FM A< \\ \ , t • 1 -a I 1 i . .. . , , 6' PVC SDR35• \ �\ \ `, ci) .... it a 6r} PVC SDRI ''..,...'.7:.•: ROOF LEADER DRAIN RISER i o !n `� `�, '` I I COORDINATE LOCATION WITH �. "\ \\ '\ 1 OOF if .. �--� STM-CB9 I � \ \ \ \ 0 im= 1 , . . :, .�• - FINAL MEP PLANS \ \-, . \ DT. � CC C° J RAIL CONNECIIPIV .. L.-. r- ..,:; ;= SEE DETAIL BELOW \ (- J 1• : i rt' '- (TYPICAL OF 4) N j- >� �\ \ \` '\ 1114( CO ti0ip apri .. .. ♦ -- r, RAISE CLEANOUT \ '\ \\ `\ • r Ilir OF EX RIM: \ \ \ \\\ \ I * ;•. ♦ 51.5 6 PVC SDR35 r 272 59 \ ,\ \ ` 9 I f ♦ J PR RIM:274.38 \ \ r� C�NNECT TO . 5=0.0100 FT/FT STM-Ca6A �; TM-0066 \ \,` \• II.." y CO 0 IE: 291.25 6" PVC SDR35-N. 3 •• : STM-006 \ .` .:.: ROOF LEADER DRAIN ' :' F \ 0 " CC a CONNECTION - I - // T Vii, 0 33.5' 8" ADS N12 1. / \\\ '� a r Q N I , r s=a.a562 FT/FT TM-007 / CCr ! STM-CB10 ' i= 5 � i - RIM:275.95 1' ,. IE: 27278 -14-‘-----1----2 I e 1 I RAISE CLEANOUT RAISE CLEAN�UT ..\, � :.,.f"l".' Z f__Ar: . \�` EX RIM:285.73 EX RIM:276.60 ;. . • : '( PR RIM:286.33 PR RIM:276.72 / C4MBAII‘ ) 5 y : [ITIlL - STM- - - -STM- - _-_„„STIA-- - - -STM - - . , _ R ..� MOM NW= OM 4 '•►. ,� .... gel �►. 1 ..,., .. SCALE 1" = 30 FEET • I , ika- ip PW W 30 0 12 18 24 30 C!) a � Z ICE 1M'77F illjja 1.4J Pe) CC 280 280 280 7 280 280 '• r 280 280 280 In w rv' con ad REMOVE EXIST. CLEAN X11, °D --z ar�- n o v' N N CONNECT EXIST. PIPES g eri°� `� 'co °� Lot- .. FINISH GRADEiig N N ± N cv c^i `�' (8'W dt 10'S) TO PROP. MH r �i FINISH GRA\}E - .. z oi, AT CEN1ERUNE ,rs °r° o� N FACE OF BUILDING `' c N N • FINISH GRADE '�' +nAT CEP fTERUNE QFINISH CRAW. z ? FIELD RIFY INVERT 4267.04 n .- AT CENTERLI�Eibi m t EXCSTING GROUNDQ� .. � a a . _ Lu 5.5 10 ADS '112 c E � - v N � rn � � ,�, n ,,, � N d BF 275.33 AT CENTERLINE (rig a cn _ W N ,� N �-- ,,, AT CENTERLINE ICE cn flL n E 1.-..-4 N �' ``' �-�� `=' ti S-0.0200 FT.SFT / X11.&' 1 ADS N12 EXI5TING GRGUND �., •. N 2 z --- 275 275 -- -� - Q 275 275 \ 275 275 S=O. FT/FT 275 X75 C _ 5. .� _ O NCC W " \ CC ,, -T --- - ._ -- - - ---- EXISTING GROUND =' _-- 6 PVC SDR35- WATER 49' 8" ADS N1_ - - --- AT CENTERUN - - `~ ROOF LEADER DRAIN RISER , .3.7' 105.0' TRIPLE 36' ADSN12S=0.0019Flf - N- - S=0.0050 FTS Hpp�p, I EXISTING CROON) X8.8 8 AD; N12 COORDINATE LOCATION WITH 3 MIN. COVER 0 s0.�63 ni�? 4I I AT CENTE►LINE 7S=0 8' AD N12 5=0.0100 FT/FT 47_4' 8" ADS N12 FINAL MEP PLANS 27O �� 1 1 i \ I I 1 \ 270 270 .0100 /FT 270 270 - S 0.01 GO FT/FT 270 270 270 • : .. ' : . . I I . 1 I 1 6 PVC 35 • ROOF LEADER DRAIN J _ 1._ "1 \ IN5ERTA PCT HOLE AND OCATE- CONNECTIONS . OF 4) ~1 (� ROOF LEADER AIN CONNECTION TO TRIPLE 36'ADS N12 E7QSITING 8' STORM �• p J DETAIL - I I \ ` ' CONNE 110N 36' ADS I12 E1ENT10N PIPES DESIGNED BY: JDS 265 35 `d 265 265 265 265 265 265 265 PIPE TO VERIFY DEPTH ROOF LEADER D1re41N I I PO'1 HOLE AND LOCATE DRAWN BY: JMD FOR PR OSED CONNEC'ION " J I I ,--- EXISIIING $' NORM CHECKED BY: JPC CONS C110N 3 EA 36 x10 RED CERI 3 EA. 36'x8' REL ICER FITTING AND ASSOCI ,TED \� PIPE TO VERIFY DEPTH FITTI�G AND ASSOCATED 10" PIPE AND Fill NGS FOR PROPOSED SCALE: AS NOTED CONSTRI IC11ON DATE 2/21/2018 LOU 8' PIPE AND Al I1NGS NEEDED TO INTERCOM 'ECT NEEDE1 TO INTERCO NECT STORAGE FOES a ;S LOU LOU LOU 260 260 LOU 2ti0 STORAGE PIPES 6 z .4.`2, o cWe �r p.-; ' I N�j ` O. _ t •� g F AC �..i N C C�/1 1 .` in. ,opt O.co ri cue00 5� •� co NN T1Pi� tnG CV 16Jr+. A T- 255 �. • N 1- .. =1 N 255 255 255 255 255 255 255 a X004 �c�" 1_,,_-Lw c., w CHR ti 5 RENEWAL DATE: 12/31/19 REVISIONS 250 250 250 250 250 250 g 250 C O Ca d O O O ,f7 O O „,,250 O C? Q ,[7 © O ,f7 O ,17 O 117 C? r7 O ,[� Ch O l[7 O Ih d N N M try d O O O Q O O JOB NUMBER 5077 PROPOSED STORM DRAIN PROPOSED STORM DRAIN 1 PROPOSED STORM DRAIN a TYPICAL ROOF LEADER DRAIN CONNECTION DETAIL Z HOR: 1"= 30' HOR: 1 "= 30' HOR: 1 "- 30' HOR: 1"= 30' SHEET I > 1 1 11 5' VERT: 1"= 5 VERT: 1"= 5 VERT: 1 "= VERT: 0200 a CO W \ L1 1r SANITARY SEWER (SS) KEYED NOTES ® cc R 42J,�� - -- - - - ^ - - `` - - ` i. CONNECT TO EXISTNC 10" SANITARY SEWER MAIN - BORE A SMOOTH CLEAN HOLE Fa \ IN EXISTING MAIN AND CONNECT 4" LATERAL WITH AN INSERTA-TEE PER CWS ccw v DETAIL DRAWING 530 �-+ a _ wAr- -_ ,wAr- --- -wAT- - 'S----.., -0' o NEW 4" INVERT REV: 256.48 o Wa -wAr- - - ^r r- - - -',AT_-- - - -- wAr- ' /' _ ,los © -- � r- __ WAT- -_-. -_._WAT-- -- - - 1 WAT- EXISTING 1 O' MAIN INVERT ELEV: 25f.06 i Q SW 68TH PARKWAY \ 2. Bs' 4' D3034 SOR-35 S=0.1195 FT/FT (INVERT: 267.00) �� _ - - - - - - - r' \ 3. SANITARY SEWER CLEAN OUT (SAN-C0-1): w ` _� _ 6 - - i - - - - - _ _ _ L _ RIM:273.40Nv) / , , - - s,,,, __ - - - INVERT:281.00 fl z >5,0...TT 1 -s"" „sAN-- -sAi �f>e N N Z a - __ sT>w- - it, 4. NOT USED z 1 45 N 2 a -sill-- - - -sro - - s l \ r9 Z ic- I' � -` - -s, - =� - - -s. in - ,,, - - -741%--.. - -sTu- - - • 5. NOT USED pgr9Eig W mu v o r-- - v -,�-. - ,�..... ._„ _ �_ 2' i$ \ s. NOT USED 1 gun F ►.; Ci z W 1 - ._ 1/ / Fa s� _ r \ v �; ,, 7. NOT USED L I� 1EES �; U �:,� !EI, 8. NQTUSShi © -I I \ \ `\ \ \� 9. PLUG AND TEMPORARY LOCATING 2X4 BOARD PER CWS DETAIL 520WWI >I'10 L_ _ � J m 413 \, - 1 • ' 10 8 • 41011-2- am 104 \ :214:� �� 10. SEE MECHANICAL PLANS FOR CONTINUATION114 W 1 I (2}Nsa 240 . \ "..'V 16 °' P. AlTh ±>''' b..,_. ._... . H . ....., v \\ , iii.„ . cc o .4. . \ \ , II* ... i 1,...-/ __ . . 4%„ o cc \ ,.... FM. .44 7 1 !, 1 , . , ,, 1 %.. ...... if- \, \ \ i \\ `� C 0 C IM `�\ inr I �---� I , s�, r' \ `Nt \ �� `,` 1158 ix co ` 1 / Q \\\ N �\ \, WATER AND FIRE KEYED NOES 11 vii 14:- I ` \\ �` . �, 1. EXISTING HRE HYDRANT i k CO i L l \1 \ `\ (FLOW TEST DATE 11/28/2016) a 1 -- N �. \ , \ STATIC PRESSURE 89 PSI Kis 3 r I • • L \ ` `, RESIDUAL PRESSURE 73 P� 0 1 � r ,� I I \ \ \ MEASURED AVAILABLE H . FLOW: 4889 GPM Cn~` I 1 1 \ \ ` 2. TAP EXISTING 8' MAIN WITH 8"x6' TAPPING SADDLE (TVWD DETAIL 8) AND 6" f I \`\ \� , GATE VALVE, RAW (TVWD DETAIL 3). M ----- - - E il a --- -.) 1 10 1 I q . 1 f \ o j \\ \ \\ 3. INSTALL 6* DOUBLE CHECK DETECTOR CHECK WITH FDC PER PAC DETAIL 0 N 1 ! 1 \ BF200 r Q Q r �. ik CL Iii- i 4--c----p__ , 1 i . 46 1 0 1 1 \ 4. NOT USEDCC Li r of 1/ 1 1 ; . . .. . • \ 5. NOT USED NEW STORAGE I L 1 ' " I •a L \\11 6. 6 CL 52 DIP 68 LF {36 MINIMUM PIPE COVER M POLYETHYLENE { il + Q `� FACILITY BUILDING L ` -- -- _. �. \ ENCASEMENT PER TVWD DET 2 AND ADDENDUM EFF. 10/1/15) i 1 L \ ' I \ --> ` 7. ARE DEPARTMENT CONNECTION (FDC) .. 1Z �, I ;I = . a I1 0 \ 8. 2" SCH 40 SUMP PUMP FORCE MAIN WITH ASCENDING SLOPE. DAYLIGHT TO < • 1 °.: �- I ...... ,rim--�'"`- FACE OF CURB. CE N ' • I! r I I 11 1 Ir� a. ', r f ..,, . 9. INSTALL PUBLIC ARE HYDRANT (TiIMI) DETAIL 101) / C a ? II • I ( 0J f 1 , • 1 , los gri Ems gm 10. SEE MECHANICAL PUNS FOR CONTINUATION. W -q.... � r 1. 1 1 L I . r 11. 1" PEX PIPE (52 FT) W J 1 ' • 12. CONTRACTOR SHALL USE THE DUSTING IRRIGATION SERVICE FOR 1 DOMESTIC Ull II I ♦ SERVIDE. CONTRACTOR TO COORDINATE INSTALLATION WITH TWA AND PAY I/ . I ♦ 11471-`1J: ��• • • 1 THE REQUIRED SDC FEE. INSTALLATION OF THE DOMESTIC WATER METER PER CO Cn aV �T TI TVWD DETAIL 7P. INSTALLATION OF THE 3/4* DOUBLE CHECK (DC) ASSEMBLY : 1 • ,. Q*. =. I '.. PER TVWD DETAIL BF1 O. ?, I g r • 1 n 1 . 1 ,.., •41:C IX 11584 0 11 1 1 . '; W I i 1 . NOTES: Z Q I] gI I, 1 } Q 1 1 1. JOINT RESTRAINT CAN USED IN U OF THRUST BLOCKS (TB). i * 0 1 1114 1 il r r 1 a II DESIRED BY MS 1 . 1 1 1 g , , g 1 . - I 1 1 i C), ,••.� w ; /4 ORM BY: AID l 1 '�...�.."�, y4 't, L.1 ,1.14: ORM : ,IPC )\4f# , , ( * IIIF i , • , i -. 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Choose between 30C)D b ."--94-!C1-.1. + • :' a ;. _ --1` .o � rCO ..... design new V is LED wab mountthVLX a�earli ht series. combines QED 4000 or 5000 Kelvin temperature for the LEDs. ' ' "0.9 [1.2 41.3 '1.3 `1.3 '1 o-� .. 0.6 `f . `!:.' .':".3 "0.3. '+ ,,. .- -2 .") . ,� .2 ::0....2.4... ' _ inspiredv g =" :2 ..0.1 . o.z .�o�z .�, f, .:. ' .Z, .z 0z �.i . . -- performance and advanced LIED thermal management technology and ' -2 _ -- . . _ -- .+0....2_ _ ► �' A durable polyester powder coat finish is guaranteed for live years;and is !' v -' - provides lighting that is energy efficient and aesthetically pleasing. +1.1 1`1.5 a1..�'s', 1,.a. ` . +1,4. 1+3'1'n-7.0.5_0.7 '0.5 +0-4_+03_=Q.2 '0.2 a0.1 `0.1 .1 a0.1 `0.1 +0.1 `0.1 '0.1 0.1 +07. 47..1 "b-r-t-Y r.1�0'1 a0.', '':1- - _ available in standard or custom colors. CI Immt / . \\ \\ - The LED's performance and the driver's life are maximized by enclosing + 7F LP•1 . �� a r r . a • • • + + • • • • • « : a T_�+� \ .0.0\ \ 7� them In two separate Cast aluminum housings. The VSC Series is an exceptional choice for office complexes,schools e 1.,! .: ' ' �� 7 1,��•D.9 0.7 0.5 0.3 "0.2 "0.2 0.1 0.1 '0.1 0.1 0.1 0.0 0.0 n n n n n 0.1 0.1 '0.1 '0.1 .0 tQ.0 a.a +\ r p i commercial buildings,and many architectural projects. ,� Et CD �� r __ \} . Easy access for mounting anq maintenance. • `i) //`♦ • ' 2 •0.8 '0.6 '0.4 '0.3 `0.2 '0.1 . 'i;. `; 40 +0.1 '0.2 '0.2 `0.1 +0.1 '0.0 +0.0 +0.0\ `0.0 \ i k . \\ \\ a The L ED light assemblies corr;e with 16,32,or 48 I SDs. a • . :„ _ ,.. . `1.2 •• = • '2.3 `2. . S u. U. u.0 U.1.!.) `0.2 `0.5 '0.4 `0.3 `0.1 ' 0.1 '0.0 `0.00 \\\ (5 c ,i) . . . ...: • • M . • . . • / 1.1 • fi 1.4 ?.4 1. :i1.3 0.8 1.0 0.8 0.5 0. f 1.0 0.0 a.0 \ '\ .::::4::AModel Optics `�[7u s Milliamps Kelvin s, .. Mounting Finish Options _ r \ \ x:. i \ \ VSC-t Type ll # f LEDs EDA 3000K a( aunt Bronze Button Type Photocell & �; Film •0.9 I �1 '1.a `1.a `0.9 `0.' _ '2.3 `1.9 '1.1 '0.6 +0.3 `!. `t� `a.a '0.0 \\ '\ 4Tz) 16 350 'Warm tet, 120-277 �) {lBz1 `Spetp,�t ^ LP 4 \ \ (3K) voltage (PC120} (PC208) Q v ) O Blank , • I ♦ s • • • • • • • • • a \\ \ 6,. •tJf�LE`i)in 3 (UI+IV) Conduit BOX {PC240} (Pc,277} 0.8 0.9 0.9 0.8 0.7 1 0.7 4.2 2.6 1.5 0.6 a.3 `G.1 0.a 0.0 \ \ �oomnCNe 40o0K (BK) tJa[avaal wlh(EBPL} • • \ \ Type!II 530 'Neutsatwh {VCB) rim $ r i . . , + 6 + + + . a • '0. \\\ \\ tT3) 32 (5} (4K) z150 White Emergency Battery Pack N O.F� ? 1.1 . 1.1 1-0 0.8 0.7 I; 0.6 2.9 . 2.3 1.6 0.7 0.3 '0.1 '1. 0.0 0 CALCULATI0�1 \ ( ) ( ) «- . \, •�;' (PI f ,; 21_C) -Not available (EBPL) /� �- • a + + + • • + • + + + • \ \ Type Iv 700 5000K GraphiteF" > .V o 0.E ,..0 1.1 1.2 1.0 E • II 7 0® 3.3 2.6 1.6 0.8 0.3 0.1 0.4 0.0 BOUNDARY \\ \. t e 48 (7) �I"b a (GP} CC r� J LP-4 \ \ (5K) Motion Sensor • • s +I • 1111116 + . + 7r + ♦ 1 + + \ �\ ;48LC) 1p00 (SL) (WSC s) z\ Silver Metallic •Works with FSP-2tt 0.. 1, 1.3 l.0 1�.9 0.7 4,8 2.9 1. 0.7 0.3 0. +� 0.0 a.a \\ \\ ® (10) e'Ma�n�lct •. + ' a • + + + ''�r r • + • + • ♦ + • \\ \ iOU�mA Custom Color y m�.0 g „ u.8 1. i.. -fir' 1.6 1.1 .8 0.8 I l.6•j' ( :3.:, 2.7 2.4 1.6 0,8 0. I ' 1 0.0 0.0 \ not available (CC) r - . , \ eNSC-40) .. • :~•' -.. \ for kBLC 21-46'Moun6rp keght • � ,._. +1.1 `111' '.2 +21 +1.5 .`1.1 +1.0 '1.1 "1:A'..-.1-0.1...'"( "2. LP-4 `3.4 '2.3 '1.5 '0.7 +o. `:. • '0.0 '0.0 \\ anaerenaxeix vxoo' va,oa l 0 I •.. NEW STORAGE \ TAX LOT 6502 '1.4 ` . I 1 15" '1.3 '1.0 '1.2 ` ' .4,,t:'0 ' i.-4 +4.3 '2.1 '1.3 '0.5 '0.2 -U-1 1 '0.0 '0.0 \\\ 010 Volt Dimming DriverCr) TAX MAP 1S 1 36AD I • FACILITY BUILDING , {n,�,} t r • ' • ♦ ' i . • + ♦ a a • • + ' - �+ 10925 SW 69TH AVE 1.3 1 i � 4 2.a 1.2 0.9 X1.4 3.4 ; � �.•- t 1.8 1.3 0.9 0.5 0.2 0.1 �� 0.0 a.0 'x Up-Light Orientation • LP-1 . . I ..... (up) ♦�� + ♦ + -: ♦ • - C c v F • a • • • • • • �, - - `Not availabi8with mOtiOn 88nSOr f - - .4 1.9 1.2 . 1,0 3.5 2.6,f • _. �,! �,� g 1._ 1 J 0.8 0.9 0.7 0.4 0.2 0.1 0.0 0.0 1 LP-3 •. '. 4 - CANOPY ; , .c I'1 4 .1 2.1 1 4 1.1 ` i.4 3.5 '.'.. . - -: . 0.4 0.5 0.5 0.4 0.3 0.2 II ! 0.a 0.a W • ," • . •. . 4. • '0. g`1 1 1`1I.6 .'1.8 .,'1 4 '1.2 t1.2 '1.5 1'2,2. 0.4 `1,2 w V "0.2 '0.3 '0.5 '0,5 +.. , :w-441 '0.0 `0.0 . 2 . . ..:.. a.5 a,5 Far,m a„tad r�rc t,on nuri,,„Mq a miaow M,diem.d..mit lady.I pd are not arm edwn....a s „ 7th rine"'omlans p D trey hIc was n at,+I�e uy,mq LW 7rt 0 Z I :•� any req.*,s a*wrttre i pprl of vlrwtdn,W.Irq,u c.In heaping wrh ou TONT poky or aa*i vtavr�re ree Ura • ,• r + _ - ure d tld9 rYm �><. r�}ht spedXatcx,s ocncar�ed heseln wftnrn,t prier roma .0,1-1,_ .�I •t 1 1.1 t1.1 '1:a P.§. o. '0.2 '0.3 '0.9 '0.9 '0.0 '0.0 '0.0 '0.0 `. �� .. - • - + r, --- • �+ ♦ ri ♦., •1 • • • + j Perinrm.nnce Fn A Whose w..4;.,p:,e 4 a.,t 7 I �,.. 1.11.0 �a9 0.7 ,a:' �.3 .7 I. a.o o.o ao a.a CEJ e r :: ... . . "''.r V `` , `�.u°:. :.;.„, sa ' t ..x:!'74. . .. . . ...- . . .. . r 9'- ,, - LP•-3 .... . . 7 �t. 1.1 0.9 0.7 0.4 '�� 3.8 1.8 a.0 0.0 0.0 p.0 g " „, . ......... , ,...... .,....._. i. „,,...,,,,...,,,...„,,,,,,„„,„:„..„„,,,..,,,..„..,,,„,_,..,,gt„.„„.„ . '1.9 l 1.0 '1.0 '1.0 +0.9 •:z 2 CANOPY A 4.4 1.8 0 0.0 0.0 0.0 0.0 e ACL a r • - ♦ ♦ 1]3 .4 ,A 1�_ 1.1 0.9 Q.],,,'0.5� �# 3 1 1.0 1.3 2.3 1.6 0.0 0.0 0.0 0.0 LP �" 3 LP-4 +1.9 `1.3 '1.3 `1.0 I `0.0 '0.0 '0.0 '0.0 • #0 k.l I.� 1.3 1.0 ' ► :� r-3 2.5 2.5 2.3. •1.9 :1.3 ?., 0.7f l 3 LP-3 LP-3 . '4.2 '1.5 '1.0 '0.6 '0.0 '0.0 '0.0 '0.0 LUMINAIRE SCHEDULE -w. i -nunn • + • + __'.0 2.1 '2,2 ' '2.1 '1.6 !_ '0.8 1.. I . _ �� - - �. . -- _,_ _ 3.1 1.3 a.9 0.5 '';.a 'p.0 '0.0 SYMBOL QUANTITY LABEL STYLE WATTAGE TOTAL LAMP LUMENS LLF LUMINAIRE STYLE POLE • + + • r ., • • • • r • : ;: + + 3 LF;-1 EXISTING 250 28,500 0.720 FLUSH MOUNTED 'WTH' STYLE BLACK ALUMINUM POLE, 19.5' MH . 1.3 1.3 1.3 1.4 1.6 1.3 1.0 0.9 0.7 0.6 0.7 1.1 3.1 2.6 3.2 1.5 0.7 0.4 1. 0.: .. 3.2 1.9 1.3 0.8 0.4 ".Q.2:••.0;1 ".0 0.0 0.0 W . • ,s• .• •I - 3 L19-2 EXISTING 53 5,300 0.850 LEOTEK GREEN COBRA LED GRAY ALUMINUM POLE, 30.0' MH 0.7 0.6 0.7 0.8 0.9 0.9 0.8 0 0.7 0.6 0.7 0.9 1.2 1.3 1.2 1.0 0.7 0.5 0.5 0.7 1.1 1.4 1.5 1.5 1.3 1.0 0:6 0.3 ."0:2-...,40.1, 1.0 0.0 0.0 0 4 LII-3 PROPOSED 36 4,173 0.900 VISIONAIRE VSC LED, TYPE III WALL MOUNT, 15.0 I `, 0 4 LF-4 PROPOSED 36 3,966 0.900 VISIONAIRE VSC LED, TYPE IV WALL MOUNT, 15.0' MKK ___ • + a• - « + + r + + • + • r • • + ♦ . DESIGNED BY: '�--- 4�6� Qril■i0.E � �._ - 1 . � 5 a F 1.4 0.4 0.4 a.4 0.5 0.6 a.6 a.6 '0.7 `0.6 '0.4 `0.2 •`"C�.T,� 'I.0 '0.0 'a.a - -- ..:1NOTE: SEE ATTACHED DETAIL SHEETS FOR MORE INFORMATION ON LUMINAIRE/POLE V.11 DRAWN BY MKK ,.3 ^.o 'o.-i x„•--1 1 4,w;n n 'n z 'n 7 'n 'n 2.L).2 '0.1 '0.2 '0.1 '0.2 +0.2 '0.2 '0.2 '0.1 '0.1 `0.2 '0.2 '0.2 '0.2 '0.1 '0.1 +0.0 '0.0 +0.0 '0.0 _ CALCULATION SUMMARY CHECKED BY: JPC -- • +- • r a ♦ ♦ ♦ + • a + r • r • • • • r r + r • • • • • • • • r r j "0.3 0.2 0.3 *0.3 "0.3 0.3 0.3 .0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 •0.1 •0.1 •0.1 •0.1 0.1 •0.1 0.0 •0.0 •0.0 •0.1 •0.1 •0.1 •0.1 •0.0 •0.0 •0.0 0.0 u.a AREA CALCTYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN AS NOTED ' CALCULATION AREA ILLUMINANCE FC 1.1 4.8 0.1 10.5 48 ') I�MQ I • • + '0.2..:'0.2 ♦ +' • • • • • • • • + + ♦ • • • • a • r • a • ♦ • • • • a DATE.2/21/2018 ' 0.2 .0.2 0.2 0:2. : 0 2 0.2 .0:2 0.2 0.2 . 0.1 0.1 0.1 0.1 0.1 0,0 0,0 0,0 0.0 •0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TAX LOT 600 • .:- 4. .. . • . + ♦ + + + • « • • • • • • ..r. 0.1 .0.10.10.1 0.1 0.1 -0.1 0:1 0.1 0.1 0.1 0.1 0.1 0.0 0,0 00 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 GIN, F TAX MAP1S136DA S4,-g ADDRESS N/A •0.1 '0.1 '0.1 '0.1 '0.1 '0.1" '0.1 `0.1 '0.1 `0.1 '0.1 +0.0 `0.0 '0.0 '0.0 '0.0 '0.0 '0.0 `0.0 '0.0 40.0 +0.0 +0.0 '0.0 +0.0 '0.0 '0.0 '0.0 `0.0 - '0.0 40.0 '0.0 '0.0 - ' • 1 p '0.0 +0.0 +0.0 '0.0 `0.0 '0.0 " '0.0 '0.0 +0.0 '0.0 40.0 '0.0 40.0 '0.0 +0.0 b.0 +0.0 •0.0 '0.0 •0.0 +0.0 '0.0 +0.0 '0.0 `0.0 '0.0 '0.0 40.0 +0.0 40.0 •0.0 +0.0 +0.0 ,_ 4 I ;A:. ,11. -0 , 41:14 o4 �4r ca CHR I SI SCALE 1" = 30 FEET RENEWAL DATE; 12/31/19 a Millird! REVISIONS En_ I 30 0 12 18 24 30 JOB NUMBER r 5077 c., SHEET a a I co C400 1 ca W V = • YGLOOPS ^, CA C LI-, � t~i T.' r° 0 W%I • �II: I% t cc0 GRADE a `,,� ..i CC A FINISHEDi \ _�� I7 8 • � i 4 a (0 1 - Ui :.. . �, OP MEW a. _ a i:�i i:0'i:- SEE SITE P 4 Z co . . ....: :.. . CURBWHERE -•� 1M..- 1 z 1 8" R " IREQT EMBEDMENT o a E D / �""` . , 1/2 R .. . . . -.r--- 2 3/8 THE PLAN '' -+ • �. PER PLAN En N > z • ' 'ice" ca k' •A ► \a"-,L,:.,J 1...+/i,,,,,./\+""!`�,/I 1..> mo C9 Q Co • A N. O. • , , •'• ; ;; 9 41 mIU z a' _z W : .'. A PAVEMENT .. \.......com4" • 0,„...-/p/O3'-0" ,. •�. ... " 4' OF 3/4'-0" CRUSHED ROCK r.5 N Z,r, a, . w cci) CC �' y PACED SUBGRADE r7"' a Z W ' 36 TYP. "Ncricma��Y W U. a ►'a 'A Z ACCESS AISLE �.. A N CCE1......- LLI O : �4"4"-WIDE 18 #;.• !,: itii ..,�,, - E PAINTED ' ' ' �' '�f' 3 MIN. THICKNESS, COMPACTED ``' ' WHITE STRIPES I�rR .fir."= °� �t°'jOC 0 . .oct V GRANULAR BASEROCK > NOTES: , 1. CONCRETE SHALL BE 3300 PSI AT 28 DAYS. TESTING INFORMATION SHALL BE MADE AVAILABLE AT Q W x : 4" 9" NCR PADDIMEN N . ENGINEER'S RE 6 CC F- 1: SEE SITE PLAN FOR BIKE RACK LOCATION AND CONCRETE SIO S 2. CONCRETE SHALL BE MIN. 3300 PSI 02$ DAYS. PROJECT QUEST . 2' O.C. 3. CONTRACTOR SHALL VERIFY BIKE RACK FINISH WIN OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 2 . PANELS SHALL BE 5 FEET LONG WITH EXPANSION JOINT (MIN. 3/4' THICK PREMOLDED BITUMINOUSCC 0 • SECTION 4. EXPANSION JOINT SHALL BE CONSTRUCTED BETWEEPI FOOTING AND FINISH SURFACE MATERIAL) SPACING NOT TO EXCEED 45 FEET AND PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY 0 Cr .DING, CURB OR EDGE OF PAVEMENT. VAULTS AND WHEELCHAIR RAMPS. I • RACK SHALL BE SET PLUMB AND WITH CURB END (45' TAPER) TV CONTRACTION JOINT 6+ DETAIL IS PROVIDED AS A REFERENCE ONLY.hINST.-L PER MANUFACTURERS RECOMMENDATIONS, INCLUDING `+ 3. BASE ROCK SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER AASHTO T-99 (ASTM D 698. 11 Q SPACING NG RECMEN NS015 MAX INTERVALS 7 BIKE RACK SHALL BE COLUMBIA CASCADE CYCL001 #2170-3--01-E OR APPROVED EQUAL CONTRACTOR CT PROJECT GEOTECHNICAL FOR INSPECTION PRIOR TO (/)TOP OF CURB=FINISH GRADE GE al - " & INSTALL A MINIMUM OF 24! FROM ANY WALLS. {TC=FG} ... . f 48' CLEAR PER 9 PROVIDE BEHIND BIKES a,. ► -, A . • i .. .: . . ,• el 1.11. (OR PLAN) • WA - ARCH BIKE RACK a SIDE NTs LK DETAIL : NE 4 • 4 • PAVEMENT, - 4' i� 21��° SIDEWALK OR �--GLITTER LIN0 DRIVEWAY ` . E 4' xEmil W ELEVATION t ..= -.. ' -- -1 • ---.. -4 � ^• '• • ."" 4 . PROVIDE 4°H.xo°W. CO C3 STRIPE ANGLE ORIENTATION FOR . •. • ;: - - ^ s:•`' l DRAINAGE WEEPS FIELD LAYOUT ��. --"`.:'•• . -:; :'� •' 4 '''** .1' .." 0 N CC S _ 4. _ • ... .. - ,•:. s• .. � .tom "*.%4 ` w^ ''+r`• " ', ,Y •°•• a"•*' < R!` Q •P ' F.-- ail/ • io ,.« '• I... • N NOTES: CC T �_ _ 1. A CONTRACTION JOINT SHALL BE PLACED ALONG AND OVER WEEP HOLE THROUGH THE SIDEWALK. - 2. ALL CONCRETE SHALL BE 3300 PSI 0 28 DAYS. • - '• - • - • lel:o. - t w 8°CMU WALLS ON , ` '' `- ' . `"• -, ', �a ' ° CONCRETE FOOTING , ;y. - * ter. 4 f 'l .4' .n ',+ %..• ' •. STRIPING DETAIL 8' lc-8' a. • < p ;r;},. • ,:$.` ".a. ,.x;y ' s°CONCRETE TYPE C CURB DETAIL ) y ' : NT5 NTS - _ '' "` • `= 4• - _ q '. ~ . ,1...ji i• *`, •, a. �: 'D,t ,a a a'•.•.t; a-' ` A -• 5LA6 ON GRADE HI III •, i I I I I , '�• �.-- fes- • +. '�.. BOLTS WITH NUTS & LOCK I I I I I I r WASHERS (TYPICAL) 1 i I I I 1 1 ....^ .. :,.4,..:4:,,,,,..::...-:_. 41:-:,....,:.,A.‘....i,‘::,‘,., .. , r, a. r 4 ', •' ` .a rt 'K METAL GATES Q,... FCl/�L� I I RESERVED I I / I I I I 's- ;ADA COMPLIANT SIGN (R7-8) I III I I I .y a, < . ,t; 0.a •*.• I -PARKING I I I I I I I a. . • : , ^ ° ^ rCO Z ' . . , & 18"CMU WALL ---'� r10'-8 4 • a, 117-8 3' AC PAVEMENT (PAINTED) 4. .,r . •�. ^, ,,J _ ; " ' * z1'..,,,..`4', W O (COMPACT TO 91%/92% PER RICE STANDARD METHOD) MEM c u Y ..= Y ;, .' ^ � t. El= « SIGNR7-8PFOR VANACCESSIBLE SPACE II V , . . AN F 0 - ACCESSIBLE � .-' . .. METAL CAP FLASHING TOP HINGE _ I ii 10 10 WHEELCHAIR 2 OF 3/41-0 {,'RUSHED AGGREGATE BASE (LEVELING COURSE) l SIGN OR7-8C WHEELCHAIR USER ONLY SIGN ,� (180' SWING) �� USER OILY j �s t� _ --2x$TRD NAILER w/ - n .nn� ---- i • .. z►++♦ AIN LINK FABR .♦♦ .♦.♦ .♦♦♦ -It,.4. 1 (COMPACT TO 95% OF MODIFIED PROCTOR AASHTO T 180) tr�t� IS REQUIRED AT ALL VAN ACCESSIBLE SPACES ' "['\; 1/2 AB � 6-0 o.c. �•i�. n � �♦!♦♦;� � '�44� iw.:__- ..:�ri�.- i,..� 'yam{�. 0•••••••••••••••••••••4•4•4•4•4 f iP 4;If<-;ttf*' j ala' WHEN 5 OR MORE PARKING SPACES ARE �i BAND BEAM w/ ►♦•a.♦+ ♦ ♦ ,..•:•:•::: I ►♦i♦i•0♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i!.♦'♦♦♦`� " " .�►.r!�� r. is,<. �fss�*��., o �- DESIGNATED ACCESSIBLE. (1)#55 CONT. [ ♦♦♦♦♦, +♦♦♦♦♦♦♦,,.♦♦♦♦� ♦♦♦♦♦.♦♦♦♦♦ ♦♦,�. ♦♦♦, 8 OF 1 1 2 -0 CRUSHED AGGREGATE BASE y , �� -i k o k'- ,. 1:►♦♦ ♦♦. ♦♦♦♦♦♦♦„♦♦♦♦♦♦' :►♦♦♦♦♦.+*.♦♦♦ •.♦♦♦ ♦�� / �r� � l�� lj 17�� ,? Z 1 { 8'CMU WALL ♦+♦.♦.♦.♦�♦. :,,......♦. .♦♦♦♦♦4♦.♦4, I►♦♦♦♦♦♦♦♦. ♦♦�♦�♦.,.•••♦♦♦♦♦♦♦•♦•♦ CD(COMPACT TO 95% OF MODIFIED PROCTOR AASHTO T-180) X74..,�,,�!IFIIP4 l �j R ;„♦OO♦♦♦♦♦♦♦♦♦♦♦�,:�4) FABR C ♦♦�, �.,moi} TRUS p♦♦ _ `iS 1 �. ZW 1 #5 VERT RE BAR @ 32' : ♦i♦i0♦♦♦i♦i♦♦!v♦♦+♦,B ♦i .� ►i = :O♦O. ROD ♦♦♦ z z ,1,"" ►♦♦♦♦♦♦•.♦♦♦♦. O♦♦ >♦• •••••••♦♦♦♦. ♦♦ • a I O.C. IN I•♦♦♦♦♦♦ice!i♦♦♦♦♦♦♦i♦♦♦♦`♦+!♦♦♦♦♦♦♦♦♦, r..........,..............:....♦♦i♦♦♦i- ." ��♦♦♦♦♦,•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.:•+♦♦♦♦♦♦1� ♦♦ , .♦♦♦♦♦♦♦♦h♦♦♦♦t ♦♦�,♦♦♦♦♦♦♦♦♦♦♦•� ♦♦I - '=..t FULLY GROUTED CELLS ♦♦�♦:♦ ♦♦♦♦♦♦♦♦♦♦�♦♦� ♦•♦.♦♦♦♦♦♦♦♦♦♦♦♦♦•�♦� 0 IY 1 COMPACTED SIIBGRADE IY ♦♦♦♦ ♦ ♦♦ ♦♦♦ • ♦ ♦♦ ♦ • •• _ � _ ° _ �,, v•♦♦i♦i♦i♦i0♦♦♦♦♦♦♦♦♦♦♦i♦i4♦,�,.,, �.;+:♦•♦♦♦♦i♦i♦*♦*♦i♦i♦i♦i♦i♦•♦Oi♦i♦i♦.�..-,. COMPACT TO 954 { MODIFIED PROCTOR AASHTO T-180 z`'' ; u _ #5 DOWELS @ 32 o.C. ••-♦-•.. .. . , ( ) a. = G SLAB = PR 24"MI0N N MOWR O r�ii�ri�ri�r :,�ri�ri�ri��ri `' c0 ..., ,, f ��.• 1' #•:`;;•.. 12" ROUND SECTION ` x ,.%.',e-..•.. '` r r'v'(2)#5 s TS.B CONT. 1 ,,ss�- 8"CONC ,,,,,.r.,.t •�.rrrrrrr . BOTTOM HINGE /c �.�' .•Wr•\%'4 `� ND • 84 SWING)WALL ��ir`��ro�rw`�ri �:� CONC FTG : : .. 1 G ♦� �: t } �: 12 ROUND SECTION M. ;o r r r r ° •f `.1• D ON DESIGNED BY LIDS F rr 12 ROUN SECTION H 18"MIN /-. .' • �1,.,� DRAWN Bl� GRADE BTM of FTG .�. JMD BELOW FINISHEDRA CHECKED BY . JPC AS NOTED 01 Q SLOPED CONCRETE CAI' NOTES: = 2" SCH. 40 GALV. STEEL PIPE DATE.2/21/2018 0 1. CONTRACTOR TO CONFORM TO RECOMMENDATIONS GEOTECHNICAL REPORT PREPARED BY GEOPACIRC ENGINEERING, TO BE CONSTRUCTED INC DATED JUNE 8, 2016. WHEN POLE IS .� 3" MIN. NOTES: N AMBIENT INSTALLED IN -� IN DRY THER AND WHEN THE .� 4,:,:•,,„,.(p,•••\-1,<,./.,,c''''•'e -•-•"\••:,,,,:;)„,,,,•',"•`2 �`� 2. THE PLACING OF ASPHALT CONCRETE WILL BE PERMITTED ONLY DURING D WEA � \ �� • �•' - - 1. ALL FITTINGS FASTENERS & AND FABRIC TIES SHALL BE HOT DIP GALVANIZED. � TEMPERATURE IS RISING AND IS EQUAL TO OR GREATER THAN SHOWN IN THE TABLE OF MINIMUM AMBIENT LANDSCAPED AREA \//,��, /,�//\/ cam, , W411 TEMPERATURES 1" MIN. ABOVE GRADE ,\\�\\ : ,\\ / MEMBER NOMI(IN� DIAMATERIAL °- 3. ASPHALT CONCRETE SHALL BE PLACED ON A DRY PREPARED SURFACE " R :\ ,T•. 3300 PSI CONCRETE BASE 2. CONC SHALL BE MIN 2500 PSI 0► 28 DAYS» r: �' BRACE RAIL 1.660 GALVANIZED TUBULAR STL "J�'N 2 4. TACK COAT SHALL BE APPLIED AGAINST FACE EDGE OF CURB do AROUND MANHOLE CASTING do OTHER EXPOSED �/ / o 0 4i `' 7"1. .• ,/ GATE FRAME. 2.00 GALVANIZED TUBULAR STL. 3. PROVIDE BRACE RAIL BETWEEN END POSTS AND LINE POSTS. LENGTHS AS yy f 29, 100 _, STRUCTURES BEFORE PAVING. //� / 15* p• il-t5. ASPHALT EDGES, AFTER ASPHALT CONCRETE HAS BEEN PLACED, SHALL BE SAND SEALED. `\/\\jam" ;.;�y UNE POSTS 2.375 GALVANIZED TUBULAR STL REVD. ' OHR IS�� 3 6. ADDITIONAL MEASURES MAY BE NECESSARY (AS DETERMINED BY PROJECT GEOTECHNICAL ENGINEER) IF ��\-; _ \j� END & CORNER POST 2.875 GALVANIZED TUBULAR STL �.�'•�/�/ 4. PROVIDE GATE STOPS AND DROP RECEIVERS SET IN CONCRETE, EACH GATE. RENEWAL DATE: 12/31/19 CONSTRUCTION OCCURS DURING WET WEATHER. }. ��' '/i\/'' ' STABLE SUBGRADE CHAIN LINK FABRIC 9 GA. W/GREEN OR BLACK REVISIONS 7. NO PONDING OF WATER IS ACCEPTABLE ON THE FINISHED AC. 3" MIN J ` /\'�;\\ PVC COATING. 5. PROVIDE EXTENSION ARMS ON LINE, END AND CORNER POSTS do GATE POSTS MINIMUM AMBIENT TEMPERATURES GATE Q TNG NO DIA RE 'D. / 12" DIA. NOMINAL SPECIFIED COMPACTED ft) (IN) MATERIAL / GALVANIZED THICKNESS OF INOMDUAL COURSES � WEARING COURSES All. OTHER COURSES 6. PROVIDE SIGHT OBSCURING SLATS FOR NE TRASH ENCLOSURE AREA. LESS THAN 2" 60 DEGREES 60 DEGREES 1. ADA REGULATIONS CONTINUALLY CHANGE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL GATE POST 12' (DUAL) 4 TUBULAR STL JOB NUMBER 0 2 AND OVER 40 DEGREES 40 DEGREES �F DETAIIf-DTATE, AND FEDERAL REQUIREMENTS FOR SIGN MOUNTING, TYPE OF SIGNS, AND PENALTIES ARE CORRECTLY I; 7. CENTER BRACE RAIL NOT REQUIRED WITH FENCE HEIGHT OF 5 OR LESS. 5077 2 57 A LETTER "ND 8. ALL POST'S AND RAILS TO MATCH FENCE COLOR. . . ALL SYMBOL SIZES SHALL BE IN ACCORDANCE WITH THE LATEST ADA STANDARDS 3, STANDARD 2 WELDED STEEL PIPE HOT DIP GALVANIZED AFTER FABRICATION CONFORMING TO ASTM A120 & A123. SHEET Z TRASH ENCLOSURE DETAILS cl PAVEMENT SECTION DETAIL ACSSIBLE PINC SIGNAGEC 5 NTS NTS 0 0 " , _ -411 � 0 H 1 0 G ' --••�•'• 3.5' p W -R1N +� t� . . = 3 W d �ONS PIPE ISIZE�,T • - S SEEP _ _ _ REINFORCED - a 4., 4 ON .�--•---`c CONCRETE ORIENTATION AND LOCATION cc SUPPORT COLLARCAST-1N-PLACE- ♦ '° • Nitlii W i ,. . _ --� a BOLT a . _ Q. ROW CONTROL 1/2' - 6 PUKES - 4 , s • �.'•�•' 42 ,~K V A A IMMIX �� SOCKET FOR 1' I ._ i iiiTUBING DANDLE I a I d -' ~ °" a• Z• CI 1 �8'FLOW CONTROL MANHOLE-RISER DETAILS .►+ d a a - - "-, -..:.... >8 z Z WELDED METAL 5: . . �TRAP WHINGED � ._:._� _ RUBBER JOINT GASKET �.- �,. � A- CAP KITH 2.2' DIAMEER ORIFICE ' CLEA T - i oPERAnNc ROD ), NOU LJD , • > O ADAPTER CASTING .• 4 g o Z B- IE ELM 267.50 +`. Q eIt 1 ��L •-I - , Cs E E D: 271.7011P. OPERATING ROD ` STEPS DE JOINTSi i '�z o C1ION AREA I •-. ••- c�••c a, .: . ADAPTER Ct>t� I � i INSIAND WALL �r, t3 0. � ALL 2 0 u7 0- 10' ADS N-12 MATEWAL CAST ALUMINUM ALLOY • 4 PENETRATIONS TO BE , ��,,�' ' , W PER ASTM B-26-SG-70A ► y • a , ♦ L-__... _-I CLOUTED FOLLOWING + . r x W gr E- 8' (6" MIN. DIA 4 . E MASTIC ..-.. ......-.A......,..........„. ; ~•.' =M I? C z N •} I M ASSEMBLY TYP SHEAR GATE r 2'-4' SQ .Y ( )• o c W F- 10" ADS N-12 NTS ° FRAME , (4 2._.S u7 IN Z OC d t MANHOLE PLAN SET FRAME IN �, ,� o : G- E ETEtI: 27050 TE: WELDED STEEL DROP-IN • - 4 .\\ , AND COVER NON-SHRINK GROUT ."c,'.- d v W u. BAR GRATE STM A3 PAVED JOINT H- CAP INTEL 3.2'DIAMETR OR�•10E ,- ... A ,., P � � 6 . U END BARS. 1 2 X 2 r" \� KEb- STANDARD FRAME AND COVER CON `1 TROT Roo ATTACHED CROSS BARS: 1 2" X 2" ® 2' O.C. GRADE RINGS VARIABLE RIM=PER PLAN TO TDP STEP / PLA 4 •REBAR : - ( ) N VIEW W NOTES 1/$" X 1" (2REQ'D) v' 18" MAX``'�► BIKE STRAPS: CONTINUOUS o o - TOP OF CONE TO RIM •o I �-C 16,000 LB. UNIFORM LOAD CAPAGIY '~' C5 < od. 1, ALL PIPE MATERIAL W MANHOLE SHAH BE :��,, s.' •. •� . •-: P:.� rr . ALUMINUM OR STARLESS SEa. GRATE DETAIL RIM ELEV. PVMT. W 0•5*1 L .; `•�--� // / �. .4.�--""'- 2 AU.�I SHALL BE WATERTIGHT. k. . saw 1- N f % EVA SLOPE OF PRECAST ECCENTRIC CONE SHALL FACE GRADE STEPSLOCATE ON UPSTREAM SIDE CC 0 3 MANHOLE SHALL BE WII ITRX1ED 1T) E • WELDED METAL FERNCO OF MANHOLE. MEET ALL STANDARD MANHOLE • Q COUPLER F CLEANOUT UD . . . - 7 REpITS FOR A FLAT TOP MANHOLE " -.�-•- � W/GASKET 5" THTC '• �;• OR_ FLow 0 • K `� REVD.. 48" DIA. -'•••• '' -.•- --r.- AS E D ' .: . Ilin � B (MIN) la::::, "3: 6 r c BELOW 8. CMP 1/2" TYP w ALL OPENINGS ; ' y H 1 4 LIP LE.• :4. CORE DRILLED • . -D- c r ' -;' I-TR > INVERT ELEV. SHEAR GATE AR d `- is 3 CLE t . - � MIN. su 12 --� b .._.► d .• � - ... < CO :: b• : . . •, ... p .. ....._,. _ • - , = 2'-0" S tY•; o �.:: ,.v �'" . +., �- ; xS . " PRECAST BASE - 6" TICK (MIN) • 7 •41,•:-.14,14 0 . :44.• i • CONCRETE COLLAR 1 • s_•r.`` .i.� i, ` t •-•iia••sti• •s � . �r •- tom �� V � y� 6 (MIN) COMPACTED •4o:•t.: *f�a„ ,• .fi`• t�� I� ,. . SECTION A-A `, 1$ GRANULAR BEDDING _ - - COMPACTED GRANULAR ( ) STABLE SUBGRADE 4 FLOW CONTROL BACKFILL •I•�, NTs -; NOTES: CO : ()IL C\12 � SECTION A-A r 1. SEE CONSTRUCTION DRAWINGS FOR PIPE SIZE, LOCATION AND INVERT ELEVATION. NOTES: Q ��, r . 2. OUTLET: SIZE AS REVD. FOR INDICATED PIPE SIZE 1. PRECAST SECTIONS SHALL MEET OR EXCEED ASTM C-478. BE 4,000 PSI AT 28 DAYS. 2. WATERTIGHT 0-RING OR MASTIC KEYLOCK JOINTS REQUIRED. 53 1... WITH I 3 CONCRETE SHALL 4. CONSTRUCT BASIN OF WELDED 1/4" STEEL COAT ALL SURFACES WITH ASPHALTIC PAINT: 3. STEPS TO BE FACTORY INSTALLED POLYPROPYLENE PLA TIC TH GRADE 60 REINFORCING ROD. � � T / s- FLOW CONTROL MANHOLE WITH OVERFLOW STANDARD CATCH BASIN (LYNCH STYLE) © 48* STORM DRAIN MANHOLE (3) Z NTS NST1 S SD al CLASS "B" CLASS "A" 5'- 10" , = NATIVE BACKFILL (1778 mm) J GRANULAR BACKFILL • SEE BOX AND COVER WATERTIGHT THREADED PIPE SURFACE MOUND EXCESS NATIVE MATERIAL NOTES BELOW PLUG WITH SQUARE NUT -- -- RESTORATION AS OVER TRENCH TO'ALLOW FOR I REQUIRED SETTLEMENT 4' MAX. . GRADE FLUSH FINISH GRADE 2' TYPICAL " OW ) 1l!r".i‘!`� .... WHEN TRENCH BACKFILL STABILIZES. -. D �1�11. mfr . .,.�1�a t 1 '(rr Ni.) h \\l� ` t t11 � I! � N Z .=t••, a. N •Z•.1.{-4 •• • ‘' 12' NATIVE TOP SOIL IF SOCKET AND .... �� • \ THREAD ADAPTOR COMPACT PER COMPACT PER N TOP SOIL EXISTED PRIOR �� '- --_, CONTRACT CONTRACT TO EXCAVATION. '��,► ,!!• ; 'j PROVIDE 3/4"-0 CRUSHED < UNDISTURBED • SPECIFICATIONS **''�C %-! to w . . , C.1 Q 1 . . . ., - 0 41) - • . _ , ', - 0 1INISHED GRA E o' \ ��\ U : ♦ �. - 0 `.. .I, - � a PLANTER � \/\\\� :: � -+. . � •� •, ' � • - � � .. ��. \ \\ \\ Cral 41:FE " a 1 4 l STRIP PROPERTY LINE \ \ a a Cr4 taa 3 LATH ON PROP. \1\ \ A•. ///\ /\fffJJJ` ACE w/� s ! r I A , g m.1 LINE SIDEWALK LINE AT PUE. \/�\\`/ '.- : ,� ,., a, "; ;. . • " •\\ \\`' o c z ' _, >. : �-^� SEE NOTE 1. / ,`// , .a:• 4 - / �// _4 z a 4 ` ,i !s. , PROPERTY CORNER. © LLJ t7 a I ! SEE NOTES 2 AND 3 i \ r `, . , , . PROPERTY LINE AND - . r ar<. r m11'� r�mtir r�isir r rlrr r r�rlrr,tl rirr S8 z , 1 ' 0I) I , I co Z +`1 0 1 LOT NUMBERS MARKED PUBLIC UTILITY 1,I.S.I,IMI.fi..0 Mil,�fl♦l1�If Ifi," o ti '�' ON FACE OF CURB. ' EASEMENT -� `___-� r- r z o ui ,N 2 a SEE NOTE 1. PLAN 0 il Air._17!,-.!, ... ...,,,,,„, ,,,,e, .. uj - � ��CO ! C93 z �i �j W H 0 'Ai() -1-t iiii. • • TABLE 1 x � � oo z W ROFILE VIEW • '' � �mill - � � � ca ' " I (7 oC '� g� a :�'*. ,!4.ar , , � .� --� r��l _ '� �� `?�✓�< P � `� BRANCH THRUST BLOCK ¢ r� o_ W 0 I,. t) 4 � 4 r" ��r�y =s r:Y% , imie'1.' :','�' �� .T 0 / PIPE DIA BEARING AREA F1. A rye •�v. r • 1toram:ri moi. 'f ; 'r - (IN) (SF) '�` .. •; -_ •• ` F ELEVATION , : I !1II a 1.3 W• • -. >- o r :::::n7D 0 .._.._. CD ct 0 - • , s cn 1' , 1 METER BOX AND SERVICE PER CURRENT ,, :' INSTALLATION BY TVWD I PLUMBING CODE 12 11.3 4CE LLI X .,( I -i• I . . o v KEYNO ES: CC , , , . , . .. - a' '. ••h 1 Ir; A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK D '• ' .f /\\/..,/,. 2 SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY 0 cc KEYNOTES: `rf�\°� i DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.5 SACK MIN.) A. OLYMPIC FOUNDRY VB91I7 APPROVED EQUAL WIPE BOX AND COVER WITH - B. WRAP TAPPING SADDLE AND VALVE WITH 3 LAYERS OF 8 MIL POLYTHEYLENE PRIOR Q "W" CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, CENTERED ON AXIS CURB STOP TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM C}F' OPERATING NUTAND SHALL NOT REST 0'N OPERATING ASSEMBLY. PROVIDE 24" SQUARE BY Ori TNI? AC OR CONCRETE » „ C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE. cn cl- �.. UNPAVED AREAS Of�-Y 1 TYPE K SOFT • T PAVEMENT PAD. FOR CONCRETE USE". 4 REBAR STEL, REINFORCEMENT OVER 4" COPPER TUBING METER D. LINE-SIZE GATE VALVE (FLG X MJ). Z : COMPACTED 1"-O CRUSHED ROCK". REBAR SKAU, BE 2 DEEP AND 3" FRS E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED PER DETAIL 21. CI EQQE OF PAD. PAD SHALL BE CENTERED AROUND VALVE BOX, NOTES: 1. DEVELOPER'S SURVEYOR SHALL SETA LATH AT THE INTERSECTION OF THE PROPERTYCC C° C. ._&" TYPE SDR 35 PVC, D3034 PIPE SPACER. LENGTHY : NECESSARY� LINE AN NT. EVELOPER'S SURVEYOR SHALL ALSO MARK GENERAL NOTES: D THE PUBLIC UTILITY EASEME D ' OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IV.DEEPER TRIM 1. BEFORE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE CD ��. THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. `FINISHED ::GRADE. SEE DETAIL hp. ,5. TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE E. 'WRAP VALVE WITH 3 LAYERS 'IMIL POLYETHYLENE PRIOR TO BACKFILLING. " 2. . IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER SADDLE WILL BE INSTALLED EXTENt `PVC WRAP 6 MINIMA, BEYOND VALVE AND SECURE TO PIPE WITH 10 SERVICE INSTALLATION THE DEVELOPER'S SURVEYOR SHALL SETA LATH AT THE 2• SADDLE BOLT'S SHALL BE TORQUED TO MANUFACTURERS SPECIFICATIONS. '1. . MIL PVC PIPE' WRAP TAPE. PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE. 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF I'Irr, CO F, : VALVES 8" AND SMALLER SHALL BE 'Md GATE VALVEL ,, VALVES "l0A AND FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. F.. LARGER SHALL BE MJ BUTTERFLY VALVES. 3. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 FOOT OF 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR C 0 2" SQUARE OPERATING NUT. A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES PRIOR TO TAPPING. K. 8"X6" SSS SDR35 SWR COQ: /R/REDUCER CONNECT Vil 030PIPE ONO 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. U - CC AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF A SURVEY MONUMENT 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. r " COMPATIBLE PVC CEMENT. LOCATION. ii Q 8 DATE:.EfiDESIGNED:PDB DATE. 6/1/2012DESIGNED:PDB DA 6/1/2012 p Tualatin Valley Water District Dom: . .- Tualatin Valley Water District SINGLE WATER Tualatin Valley Vater District TE CC Tim ''- TYPIC VALVE ? Tll DETAIL DETAIL f� : _ _ _,, 0, �^ APPROVED:MFK INSTALLATIONIW WITH (\ l^ APPROVED:MFK TAPPING SADDLE 1850.SW 170th Ave. Beaverton,OR 97 .. ......., ' s: 1850 SW 170th Ave. Beaverton,OR 97006 P 18.,0 SW 170th Ave. Beaverton,OR 97006 SCALE NONE SCALE:NONE (503)..642- svkvd .1511 ww.tv �.-...�'�' _�. .._ (503)642-1511 www.tvwd.org PLANTER STRIP (553)642-1511 www.tvwd.org • CC a CLASS "A" NATIVE BACKFILL CLASS "B" GRANULAR BACKFILL W KEYNOTES: ' ! STRAP SLING 1. EXISTING WATER MAIN. y PIPE WRAP 4 !` N ® SERVICE CONNECTI N AC PAVEMENT REPLACEMENT. o R:Ew ENCASEMENT_.. o W Q o WET TAP BY SEE NOTE 4. Q TVWD-APPROVED CONTRACTOR. 1 1 _.__ °, J j GATE VALVE TYPICAL MOUND EXCESS MATERIAL TO ALLOW � - 6" MIN. SEE NOTE 4. ,. ., _ . _ ryaV MEI 4 x ..tr. . Q DOMESTIC WATER SERVICE METER. FOR SETTLEMENT. CONTRACTOR l SAWCUT CLEAN EDGE FOR ; Q DOMESTIC SERVICE BACKFLOW SHALL RESTORE ALL LANDSCAPING € PAVEMENT REPLACEM NT 15' CLASS "B" if ',4449-,,,,-/-#.4" .).''.04, '.i` • ACE BACKFILL . - ,. ....., q,...: ...:.:. ,,,:..,... �. ., .. ... Q PREVENTION ASSEMBLY. TO PRE-EXISTING CONDITIONS. z SAND SEAL JOINT. r.� 0 60 IRRIGATION BACKFLOW PREVENTIONe .. w EXISTING 0 ASSEMBLY. EXISTING _ .. 5,; r • 0 PUBLIC FIRE HYDRANT (IF GROUND Q AC PAVEMENT o Z EC CI J ► REQUIRED). .``` cr) I-` (/) 2 ill11' 4-, t • ® IRRIGATION METER (OPTIONAL AT ,` ��/ / . ,�,� ,. � Q ow 440.'.- ,k $ - - 4 O go \ .4r ►#._� _ 4 BASE ADDITIONAL SDC EXPENSE). \ `'` `' ='�% \ I> . RIGHT-OF-WAY LINE. CLASS "A" \\/ fry � ".\f�/ PERMANENT UTILITY EASEMENT NATIVE // wn'�S4"s /\ Q II ..... ..� BACKFILL �\ ,.,``.�;.�� «tif41 11'\/f� CLASS "B" 3/4»-0 � MINIMUM 5 OUTSIDE OF FIRE ,r,�`,F'e + \ CRUSHED ROCK W SERVICE VAULT '\ \ GRANULAR BACKFILL „ ' AO .- • ' :SW, t 0 I H1- cn12 PRIVATE HYDRANT OR FIRE DEPT /�l.�y.� �at�ir~• ,�� 'I CONNECTION (FDC) - REFER TO - % / r . -,«-� ;��..,,�' //� 12 II .. _ I 6 I NOTE 3. \ \ f„,r . �\ --00.-1 F 2' ii %7 '� � ' \ Q PIPE \ -r - /®\ ZONE / PIPErD ,� 1111 t11: Nk ill �, ti /a. a w w .w...w � `_ x _. i ,� IZ® \ lel.:4:, ..i _. J\\\ 6" PIPE BASE TWO LAYERS OF TAPE WRAPPED ® r- „ /\\\% �� //% » f ALL THE WAY AROUND ` DESIGNED BY JDS tl l a -' w 6 'Rlf<'E 6 , U � z w v TYP. 0 TYP- 1. CUT THE POLYETHYLENE TUBE TWO FEET LONGER 'THAN PIPE AND SLIP E VER PIPE= AS DRAWN BY: JMD 5 Z 0 U 5 SHOWN. CHECKED BY ..IPCt��l 0 ct w 24 " MIN. AS NOTED � y z cin V) NOTES; 1. SPREAD THE POLYETHYLENE TUBE A:S SHOWN SO THAT ENOUGH IS LEFT TO IPROy1b + o m ct o 0o Q A ONE FOOT OVERLAP AT EACH END OF PIPE. DATE:2/21/201$ 1. PIPE ZONE MATERIAL SHALL BE 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL z 1= COMPACTED TO 95% OF AASHTO T-99. 2 TAKE UP SLACK IN THE TUBE ALONG THE PIPE BARREL, MAKING A SNUG BUT NOT 0 "C►'C 0 ca o : , TIGHT FIT. FOLD. :OVER ON TOP OF PIPE AND SECURE IN PLACE WITH2-LAYERS Of- . I.NL� �s a� o cc 0_ 2- CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND o o a. o CIRCUMFERENTIALLY WRAPPED TAPE ABOUT TWO FEET ON CENTER: SHOWN LOOSE > ,: • - REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO FOR CLAM 1 S T-99 IN LIFTS NOT EXCEEDING 18" (LOOSE MEASURE). ` `o ff/IF 0:,• +IT 3: LOWER PIPEINTO TRENCH, BEING SURE THAT THE POLYWRAP IS NOT DAMAGED AND NOTES; 3. CLASS "0" 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED MAKE UP JOINT, ' p E 29, z°`P?(-' 1. THE IRRIGATION SYSTEM SHALL BE CONNECTED DOWNSTREAM OF THE DOMESTIC AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO T-99. 4 PULS„ POLYETHYLENE FORWARD FROM PREVIOUS JOINT OVER THE BELL AND SECUREIN ' �NR15� 5 SERVICE BACKFLOW PREVENTION ASSEMBLY (OPTION A) OR SHALL HAVE ITS OWN METER AND BACKFLOW ASSEMBLY (OPTION B). 4. SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE PLACE AS SHOWN. RENEWAL DATE: 12/31/19 REQUIREMENTS. 0 2. DOMESTIC AND FIRE SERVICE LINES 4' AND LARGER SHALL BE DUCTILE IRON FOR A JURISDICTIONAL REQ5• PULL POLYETHYLENE FROM NEW PIPE OVER THIS SAME BELL, PROVIDING A DOUBLE REVISIONS 3. PRIVATE FDC OR HYDRANT MUST BE LOCATED ON CUSTOMER SIDE OF BACKFLOW AS SHOWN, 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE a DISTANCE OF 5 MINIMUM DOWNSTREAM OF THE BACKFLOW VAULT. JURISDICTION THE MORE STRINGENT SPECIFICATION SHALL GOVERN. -LAYER OF POLYETHYLENE AND SECURE IN PLACE w DEVICE. � Valley _ 3 PE BAG LNSTALL. 'Tualatin Water District DESIGNED:SEA DATE:9115/2015 Tualatin Valle Vater District DESIGNED:PDB DATE: 6!1/2012 DATE: 6/1/2012 DETAIL JOB NUMBER Valley TYPICAL COMMERCIALI DETAIL Tualatin Valley mater District DESIGNED:PDB TYPICAL TRENCH DETAIL li 3"'" ` D.SLD MODIFIED DI`PRA INET 5077 4� r� APPROVED:MFK INDUSTRIAL SERVICEal. 1850 SW 170th Ave. Beaverton,OR 97003 ��, � APPROVED:MFK SCALE..NONE TRENCH METHOD BACKFILL 1 O (503)848-3000 wr�tw> 1850 SW 170th Ave. Beaverton,OR 97006 LAYOUT 1850 SW 170th Ave. Beaverton OR 97006 - SHEET Z (503)642-1511 www.tvwd.org SCALE:NONE (503)642-1511 www.tvwd.org SCALE: NONE C600 J co I- -rLi— #4 REBAR AT 12" O.C. ii Oi1; t EACH WAY (TYPICAL) ii .N.VI' LW 'i40 MIN. ;;3" MIN CLEARN • O -_ (TYPICAL-ALL BARS) - ' ` 12" MAX. TO �'eO4 ♦ /e1�j� TOP RUNG _..., 4) -'9- i ,�� ':.. /\' '`/ 7" MIN. ii ��-_ cn u" › . . _ c.I ��" i:•,•• 6,s: . '.x �j�� / 12 MIN. "`',I 0 `I 1 �_ . _ 43 c Cl'N 'elf ,y +'.�� . •�"y .l �I' IJOM. PIPE OD I I I PLAN VIEW z_ < N. ,i, ,� O . .1 • �,G•.. .... , -.:' :-.410S44‘rI->< " 1 5„ i b = o to (C E Lt �j♦�J . %E ' 2 MIN. 15 !!! �I _ . . . . . . = fri 8i•fl Lu CC /�i!'II!Vii,/ .e.../,4,/��i CO CIS rr 3 MIN AkeAtt --t '?W 0 Ei ,n coo a '�I ! / . /// . DI „ i � ,T,"C n Z CC • • ¢ 6 MAX -=== ,� z O SECTION YY II -z di: v MI LL 30" MIN. CLEAR ; li COli c DISTANCE TO ANY r-- 1 © ii W OBSTRUCTION I 1 . . . _ ' �� 1 CI ›- O r }}, D �I I ., li ., ii mi F141 a. 1 -#4.0"\. \.,/,,F MEGALUGS (2) REQUIRED f �I I ,I NI i I 1 ii . ,II i (11 a 4 NO JOINTS ALLOWED !�.` l as I f ? . CLASS 3500 I ii jlllj0 H ;lit 4_ ONCRETE } 12" MIN. 4; moi' MI �iv ~.,!,j,/ tom// I II �_ j o 00 . COI— a, MIN. '��i isriltlar r �fi :rsP ZCI 1 24" MIN. ELEVATION VIEW /I 113 -__.- . I , — 7/ 7/4.T/ v � �`' r": " �♦ / ♦l/� , SIDE VIEW FRONT VIEW KEYNOTES; G. DRAIN TO DAYLIGHT OR INSTALL SUMP PUMP. CI 1 . 2 MIN `•'.:... •• '�� „,...'\ ., jO�f/, A. LOCATE SUMP PUMP AWAY FROM SEE DISTRICT STANDARDS FOR PUMP //114/ ..--".--4/ 49'4# #4 REBAR 12" O.C. I SPECIFICATIONS. CO PIPING AND DEVICES. "�- j/, '\�)' / , B. DRAIN LID CHANNEL TO DAYLIGHT. H. RODENT SCREEN. CD l- �\ EACH WAY (TYPICAL) C. SUMP PUMP DISCHARGE PIPING TO NO DIGGING WITHIN 10' <:.', 49\. 18• rf�j KEYNOTES: I. 1 -0 CRUSHED ROCK FILL. CONTRACTOR a POUR CONCRETE AGAINST A. LADDER EXTENSION SHALL BE ALUMINUM AND EXTEND 40" ABOVE THE TOP RUNG OF ; DISCHARGE LOCATION PER PLAN. SHALL PROTECT ALL PIPE, VALVES, METERS, UNDISTURBED NATIVE SOIL THE LADDER. D. ISOLATION BALL VALVE. DEVICES, ETC. WHILE PLACING ROCK. (mul B. ATTACH LADDER SUPPORT TO INSIDE FACE OF VAULT COVER OPENING WITH STAINLES E. INLINE CHECK VALVE. J. MANUFACTURE GRATE WITH CUTOUT FOR PI__AN STEEL HARDWARE AS SHOWN. q OF RUNG MUST BE SET 7" FROM FACE OF SURFACE F. 18" T & G OR B & S ROUND CATCH DISCHARGE PIPING. GRATE SHALL BE Cr) BASIN WITH FABRICATED GRATE, BEHIND RUNG. REMOVABLE WITHOUT DISASSEMBLY OF 1111111.1 Q C. PROVIDE 15" MINIMUM LATERAL CLEARANCE ON EACH SIDE OF LADDER �. GALVANIZED AFTER MANUFACTURING. DISCHARGE PIPING. CI NOTE: D. LADDER SHALL MEET THE REQUIREMENTS OF OSHA AND SHALL BE HOT-DIPPED PROVIDE 6 - 1" HOLES SPACED K. PROVIDE PERMANENT POWER SOURCE PER CONCRETE STRADDLE BLOCKS FOR 12" AND LARGER WATER MAINS GALVANIZED AFTER FABRICATION. AROUND BASIN 3" ABOVE FLOOR OF LOCAL ELECTRICAL CODES FOR SUMP PUMP. 0 N CC SHALL BE DESIGNED AND STAMPED BY THE ENGINEER OF RECORD. E. LADDER SHALL BE ATTACHED TO FLOOR OF VAULT WITH STAINLESS STEEL HARDWARE VAULT. WRAP WITH FILTER FABRIC SECURE POWER CORD TO SUMP PUMP am TQ OF SUFFICIENT SIZE. TO KEEP GRAVEL OUT OF SUMP. DISCHARGE PIPING WITH NYLON CABLE TIES. 'f Tualatin Valley Water District DESIGNED: PDB DATE: 6/1/2012Tualatin Valley Water District DESIGNED:PDB DATE: 6/1/2012Tualatin Valley Water District DESIGNED: FOB DATE: 6/1/2012 CC r -mom , s - STRADDLE DETAIL — VAULT LADDER DETAIL ■„�� APPROVED:MFK SUMP PUMP DETAIL I (� r�• • APPROVED:MFK 41 :^ APPROVED: MFK ( , S^ 1850 SW 170th Ave. Beaverton,OR 97006 BLOCK 200 1850 SW 170th Ave. Beaverton,OR 97006 INSTALLATION 300 1850 SW 170th Ave. Beaverton,OR 97006 INSTALLATION 310 (503)642-1511 www.tvwd.org SCALE:NONE (503)642-1511 www.tvwd.org SCALE:NONE (503)642-1511 www.tvwd.org SCALE:NONE CC HYDRANT BEHIND CURBTIGHT SIDEWALK W STRADDLE BLOCK TO TUALATIN VALLEY WATER TO LOCAL PLUMBING f I.% A V B... ATMOSPHERIC VACUUM BRRMDR PER DETAIL 200 (TYP) >1.1 ICE1111 Cf) DISTRICT STANDARDS CODE STANDARDS 1 S" M I N • One AVB req'd for each irrigation zone; no control valves (on/off valves) UJ olsTlacT APPRO EO allowed downstream of (after) an AVB. RETAINER GLAND BACKFLOW DEVICE EXTEND DUCTUE IRON PIPE 2 4" MAX �� • Each AVB must be installed a mm of six inches (6") above the highest -SEE NOTE 3 5' MIN ou7 OF VAULT TO do ti PROTECT FROM BREAKING point of water in the zone it serves. SPOOL FIG x PE - - DUE TD VAULT SETTLE]4ENT. T—I BREAK FLANGE 0 • No chemical or fertilizer may be introduced into an irrigation system SEE NOTE 1 $ f 1 „ » equipped with AVB's. i I I 18 MIN O 3 MIN Q `.♦••��+4��•��•♦♦��•� • No pumps or back pressure on downstream side of (after) an AVB. FLOW , I ' '. ;-- i — r 6" MAX 4E ii . ‘- ' ' '- -' .;. -. — A _ _ _ _ 0 uj . Ac Ir , 6" I ' � ives•' 'L.�r. � :y.«� .�-� ..' "a /� $ i ill > .>T FLANGE cOUPUNG ADAPTOR ��♦♦♦710›. Vii. lI /� 1! / Ij /Ij f •N. • •.r.• •.< �a{ — I , `e, `� ` ,#•- " ♦ -'pis:A•4:►��A'r4# ,e"*- _MS �� IE 8ir-voc�" � MIN B' 'u :1-1:-.4;.-___I-4=-_-4_4,I , "lb. ! \>>� C♦��\/♦♦�i�, �•+♦♦+♦♦•� 1 e 1 II I ! I ( OPTIONAL FIRE DEPARTMENT �+� 0 CO ° — IN- z �•••+r•.••. I f 11 1 : 1 I CONNECTION. CONTACT LOCAL FIRE Ise. i••,*%. I _Jl ( MARSHALL -�+ ( . rl`►._-.f.•r : r .. . . e. . , it I ti\I #A r. 0 `I ii 1,�.+.•._•,1 _ LADDER MEETING OSHA r i I i 1` �/ `lssI �%� 0 �� • , :1a _._so•inw.• .�.,- L, REQUIREMENTS . ' •i'^'— "• _ ' �•.I�••-7.4121 SEE DETAIL 300 AND "7,i.r.....,.. '[;�•�� r T►I! . ., .• Q SPECIFICATIONS III ,N'.: 1111111 • ,r If i P V B... si Lao VACUUM BREAKER '-- '' I; 6 CLASS 52 DI PIPE �k iI; 11 4. ASSEMBLY PLAN �,.•. ALTERNATE rDc LOCATION ��"+•`r�I'- ISI I. < CC (4 I�' '• _•: . � I. • Only one PVB rewired to serve the whole system; control valves can be *i0 .-', /4 q v �I q�jj i��I1 i located downstream of (after) the PVB. ,•,t/Q.�`11` \'♦ ��/♦`` U -_'T • • PVB's must be installed a minimum of one foot (12") above the highest • '�+ TO CURB OR 1<, •.7• .. GROUND LINE g DAYLIGHT Fn. toi7 Cn point of water they serve. s MM MAX - PVB's must be tested by a State-certified Backflow Assembly Tester...when .; ♦))f 1-�I I r •iAt, - . J installed ...annually •.. when moved or repaired. 1��✓��`�. _' ��./. ./• '.14•44:1.4,:,••••••••••„•••••",. • No chemical or fertilizer may be introduced into an irrigation system `"% i -- / Le HYDRANT IN PLANTER STRIP 4t D•*+i:* ..tie equipped with PVB's. a '4.. ., `v/ i � 3• MIM ",44"..•....,,t4.,,,.•♦ • .• ♦ ♦ I i CLEARANCE ON I I '. } No pumps or backs pressure an downstream side of atter an PVB. I, ISOLATION BAIL vu ve 18 M I N •+.r—.P.. P Pa p (atter) H OPENED 4:a$Y II = „ •�; �'_, �` VALVE �� SEE NOTE 5 I I pr 24 MAX , _. 12"m IT} r r n �--Y�--�.ti 11 'gill' „� tali --'�'► =H - , p �".: BREAK FLANGE •;. . . ��' ~~~ i I _ I I BILINE CHECK VALVE 18" MINIII 3" M i N •�%+'%i•i' I i N 1 r, DESIGNED BY JOS ..N _ . - -- — II T 6 MAX !�A _ j •. . fO %` Y: JMD - e_1411,1':7-;lipt r/ 1.■I 111Vire 1- 4 4(€i 1„ II'1 (i •,� "_' Y ,. .'.._. . ali=r=r r ♦ / , /}, , .N. DRAWN B ;�, � y II ��,� I � - II-• l ��`vr ♦�V � www�..�0w�•�w-4«�� CHECKED 6Y: JPS CONCRETE BALLAST el -I MIN r ' { -I - '♦ !i�/'\�i/ ;� ��i j� - /• / -;..,.. .0,.•I•I. . .- NOTED SEE NOTE 2 I`. I RopENT /, h \ SCAS feO ED 1 D C V A... DOUBLE CHECK VALVE ASSEMBLYA:_r Y `Y F J{ 5 . , -,_..,,,,,i„.., . ='ti , .1 DRAIN TO DAYLIGHT oR DAiE:2/21/2018 • Onlyone DCVA required to serve the whole system; control valves can be "` I PROVIDE 1/3-HORSEPOWER q U Y STAINLESS STEEL SUMP PUMP. KEYNOTES; I�IOTES� ��;�� located downstream of the DCVI. r i / �I SEE DETAIL 310 AND 320 FOR A. VALVE BOX ASSEMBLY PER DETAIL D. MECHANICAL JOINT WITH GRIP ,` • DCVA must be tested by a State-certified Backflow Assembly Tester...when — SUMP DETAILS. No. 3. FOLLOWER. ALL JOINTS IN s5 �GIN�� • installed ...annually ... when moved or repaired. ELEVATION HYDRANT ASSEMBLY SHALL BE C� w � 1,,,,„. No chemical or fertilizer may be introduced into an irrigation system FULLY RESTRAINED. �, ��• •......„1„......:144 .. 44 ••+•••• equipped with DCVI s. al �•�� `.•r••��••.•+M••♦• B. 6" GATE VALVE. WRAPTEE AND ••r♦.,.••r•.••••.•.••1 VALVE WITH 3 LAYERS OF 8 M I L to +0,4.:+..• •:•:..,40,++ �l n UTILITY UTILITY BILCO POLYETHYLENE PRIOR TO E. 12"X12" CONCRETE PIER BLOCK o8' o0 �4' ;•••• ' ��.;•�;�i.;!' ��[ -. SIZE WITH FDC * W%0 FDC * DOOR * NOTES: BACKFILLING. ON UNDISTURBED NATIVE SOIL. p s9, 1 p+ ' CNR1St\ _ 2J�z" 575-LA 575-LA JD-3AL T CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH C. TEE. NEW CONSTRUCTION TEE F. DRAIN ROCK POCKET. 4 CUBIC RENEWAL DATE: 12/31/19 %�` ;'> �+i•i, %°%��`�%?�% • ♦ �~'r�'� 3 577-WA 577-WA J-5AL NON SHRINK GROUT ,4".(4 •' ' ;•.4;;r %;,;�`��` ;•••.•.;••; 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 cu SHALL BE MJ X MJ. CONNECTIONS FEET MINIMUM. •fit +•••+ •• ••••�••••i'• .,mlilil+ i 4 577-WA 577-WA J-5AL YDS MR AROUND BASE OF VAULT WHERE FLOODING ,•. •...-•repo. I I . OR HIGH GROUND WATER DIST TO EXISTING MAINS SHALL BE REVISIONS `"` G. MAINTAIN MINIMUM CLEAR SPACE _;� , , r2.0-I;- r 6 676-WA 676-WA J-5AL 3. CLEARANCE BETWEEN WALL AND DEVICE a- M,N.• 12- = Pi' •i•.• 8 687-WA 687-WA JD-3AL MAX., EXCEPT a• MIN. 9• MAX. FOR 1360-WA VAULT TAPPING TEE PER DETAIL No. 8. J ....!:.....,,,,•_,,,: •i`%r 1'.•• %liI 4'vrv•••• • 10 5106-LA 5106-LA JD-3AL 4. DETECTOR METER TO READ IN CUBIC FEET THRUST BLOCK REQUIRED ONLY IN ALL DIRECTIONS PER DETAIL No. a ' ' I' a' -�''•' `:'.' •`f102. PLACEMENT OF CONCRETE • -OR EQUAL. APPROVED BY DISTRICT ENGINEERFOR TAPPING TEE. AROUND HYDRANTS IS PROHIBITEDca . w p p { JOB NUMBER Tualatin Valley Water District DESIGNED:PDB TYPICAL BACKFLOW DATE' 6/1/2012 Tualatin Valley Water District 'DESIGNED:PDB DOUBLE CHECK DATE: 6/1/2012 Tualatin Valley Water District DESIGNED:PDB I FIRE HYDRANT DATE: 6/1/2012 5077 if ellelliftemm"...1.11111111._11F57 ~ DETAIL ■ri ,.,�r� 1APPROVED: DETAIL DETAILllarr11 APPROVED:MFK PREVENTERS FOR LAWN �„� 11�� MFK DETECTOR \ �,, APPROVED:MFK STANDARD SHEET z 1850 SW 174th Ave. Beaverton OR 97006 SPRINKLER SYSTEMS BF 10 1850 SW 170th Ave. Beaverton,OR 97006 I BF 200 1850 SW 170th Ave. Beaverton,OR 97006 INSTALLATION O SCALE; NONE SCALE:NONE ASSEMBLY SCALE:NONE C{503)642-1511 www.tvwd.org 642-1511 www.tvwd.org (503)642•-1511 www.tvwd.org • v, 601 • !!i W s , - W CC - : . CURB JOINT � SEE STD 3 A 14 DET IL NO 6 ...,,/ ccUJ 0= ► 5 MIN.' SEE NOTE 5 ROW � � • MATCH WIDTH & GRADE - . AT - . _ _ as WLINE - j _ '� ..�:�" ' ':�; „ „ SEE NOTE 3 _ a v • .;.4".::. . EDGE _ • I s Y• ♦Y Y"Y k f 7. #"=- IQl#�11 •'1{� `x`11.= 1�-: 3 �•-- -r � 6 l � - 1 •z o A • as ...t _ -. SEE NOTE 4 5' MIN $ •. >_ z 2% " " is .. �.1Y1, • 2" OF 3/4 -0 BASEROCK • ID LK s A 5 s -- DRAINAGE BLOCKOUT o: ? S EW SUBGRADE -, - .......------ LI-„ a Z IT j____... .: .. COMPACTED RA a '- s� 3 1.D. SCHEDULE 40 cv N Z 6 DWV (ABS OR PVC) S PI I C.,PE /cauPLlNc LANDSCAPE SEENOTE2 NOTE 3 N\--LANDSCAPE - �S 0. m � • - SIDEWALK ADJACENT TO CURB d • STRIPSTRIP v, o O rrj M �a° f° a 16" • Z3 aco " !- • ° ° a O p 24po _ PLANTER �-� 5' MIN. ..• ROWdo 0IPa � a Cn `_ � - A cry • -0E-2%- a 30': : MA --.t r.-- ---•rN-- 3 3 fl O 0 � X ," . •,"Yts.-Y,,,s.'...Y4.:".r...,...-::.,;-,4,,,....-:;.4. 7,;:,... r:,4,..t.•:44. .r,. . i Qa L1 _ 1a MIN Q ROAD .... ti:a .�: e' .Y. II 11= k= 1 11E7''.. • --?-17 � 1� lI 1 - �_ • _ � � c� BASEROCK " 4 T COMPACTED SUBGRADE COMPACTED SUBGRADE 3/ PROJECTED OPilli Q NOTES: . OF CURB 2% MAX CC 1 - ( C: IIg (:) COMPACTED CURB1 SIDEWALK AWAY FROM EXPANSION JOINTS: . -•�� STREET7. • -.� '°='-'-i, 1L1...1.::::R.E: ; I I h" 47%d�FA• TO BE PROVIDED: . . li1. CONCRETE SHALL' BE' 3000 P,S.I, AFTER 28 DAYS. GENCY OF THE CURB : !;%• , • a• • ''---. qja1) AT EACH P01NT OF TAN �Y!�._:•a , •.• • ` •• �G I Q2) AT EACH COLD JOINT. a o•�o o o .�� . . .II I(,2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED, . . c `, o =11I-11 3) AT EACH SIDE OF INLET STRUCTURES. 0 O �O O o•. o I00 0 00O =4 �saJen e> °o ',- SEE N .4 AT EACH END OF DRIVEWAYS. © .1-,,-1 1=111- �1 _ -l-i �_�3. EXPANSION JOINTS &" CONTRACTION JOINTS 'SHALL BE 1/2 PREMOLDED ASPHALT ) a o 0 0 0 , -,.1 I-:1i=ni-iii=li'=111 1,5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. I I - IMPREGNATED MATERIAL" OR EQUAL EXTENDING FROM SUBRADE 70 FINISH GRADE AND •PLACED AT SIDES OF DRIVEWAY AI7PROAC0HES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT2" *III' FGATE SPACING NOT TO EXCEED 45 FEET. 2. : TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL SECTION -A (3/4"-a") COMPACTED ESS OF 1/2"AND SHALL COVER ENTIRE CROSSCC - , WITH I i W T A MINUMUM THICKNESS 1/ 4. . FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE. • THE JOINT BETWEEN. THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. NOTES: P "•: ,.. ART - -. 3 TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET A 5, SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. - • OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS CD CURB NT LL BE TROWELED A 1/2" RADIUS ALONG CK C �� :: .-"_ A MINIMUM 'THICKNESS OF .4 INCHES 4 " ON NG 2. " J01 SHA WITH MIN BA OF URB . XTENDED TO BACK OF SIDEWALK WITH 3 DIAMETER Film 6. " DRAIN BLOCKOUTS IN GURBS SHALL' BEE E 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET „ N JOINTS HAL 1 REMOLDED ASPHALT IMPREGNATED M 3. EXPANSION & CONTRACTIO J SHALL BE 2 P E ED 7 2% SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL N0. 126 0 ' .SCHEDULE 40 DWV (ABS OR PVC) PIPE A / V - MATERIAL EQUAL EXTENDING FROM SUBGRADE TO H GRADE. OVER PIPE: ... .:: (a) N • 6 OR U NG FINIS DRAIN SHALL FOR SUBDIVISIONS AN S FOR SANITARY ANDA D FOR STORM 7. CONCRETE SHALL HAVE A ,MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES ", - BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OFAGGREGATE' TIE ALL BARS, EL T Q COMMERCIAL DIRVEWAYS `„ , (FORONLY) T � o CITY OF TIGARD APPROVED NO SCALE _ == CITY OF TIGARD APPROVED B NO SCALE -_-- ------------- CITY OF TIGARD NO SCALE APPROVED BY: CCT� OREGON MICHAEL A. STONE. P.E. /+� OREGON MICHAEL A. STONE. P.E. OREGON LORI FAHA, P.E. xx ' ENGINEERING DIVISION CONCRETE a>Y E COMMERCIAL DWG. No. A� 011Y UMW STANDARD DWG. NO. ENGINEERING DIVISION CITY ENGINEER F-- PUBL]C WOR>tS DEP DWG ND fiNGINBERING DIVISION PUBLIC WORKS DEPARTMENT , PUBLIC WORKS DEPARTMENT 5SSC HALL 3 JANUARY 2013 SIDEWALK CURE F SWAY 13125 ]3125 S.W.HAIL BLVD 'TIGARD,OREGON m 1201 125 I L' voTCE(503)639 4]n FEBRUARY 201 • TIG TICARD,oREGOx972?3 JANUARY 2013 EBRD 6 DRIVEWAY VOICE:(503)639.4171 VOICE:(503)639.4]11 143 � II PAL 503( )684 7797 APPROVAL DATE \\�•'--4-k'0.1�4' PAX: (503)6847297 APPROVAL DATE ,Ap"';. -':r%': FAX:(303)684-7291 APPROVAL DAIS " t : •." :.: typicalsections - - ff 0 'I IQ CONSTRUCT 1/2 TO of construction 3/4" RADIUS LIP <C StreetaoAn � CONSTRUCT DRIVEWAY APRON plansA,,, , Q Street Area MIN. 3" SAWCUT AND 1' T-cut (see - IE IAI VERTIGAL BREAK •. ► / 1 as -^ / Surfacing , A LEGEND• • ( 1(j note1) A MIN QLima EXISTING . .•,:. -�►' •'"••U'rrE '••• • ' . . 4 ,. . .•-0 . . ', ' Topsoil or as ,i /` 1 A • oNE UNE q PAVEMENT r a f •! - -� Q TRAFFIC SIGN ROAD MEAD a ,,••.r:•^m.••�►'' directed Base Material -4 ' 4 SECTION ;-' r �v re Z I 1aa FIr.�.dii/L•►. .4.„M. �,ar/' „ „ . » ® CONSTRUCTION ZONE MIN.. O AGGREGATE OF COMPACTED CURBAND ER :0. o 4=. D TRAFFIC CONES OR -i RAWER NI O 5 �"�'- O 0 � APPROPRIATE DELINEATION OCC n- z 100' GUTTER Q a� I DVI 1-- 2 . - DEVICE. � SEE NOTE 4 MIN. 2 aO "`t _ U 0ILL v I Z U) .,_, I� FLAGGER RADIUS LIP X - ¢ CONSTRUCT 1/2" TOm +� f0 ilm, SAWCUT MIN 2' 3/4" CC w U v 4= .� 1pp, FACE I 0 5a' MIN FROM AC OF CURB • I� v MIN CONSTRUCT DRIVEWAY APRON ' RU I . .� : r 1. TRAFFIC CONTROL PLANS REQUIRED. 12' -• N rrd p �. ' ',:. t?. N .. _N U MIN.1t � !: . a) C C U) 2- TRAFFIC SIGNS TO BE 48" X 48" t O I 44 �/✓ /i ... . k: .' s.,p :'• ..t ' N I s BLACK ON ORANGE. f0 ' • EXISTING . t >, IN- a) 'a (n 0) f- • 100' v -111V � N in OLLECT4R •STREET LANE OR o • •,..�awidi A.M"4 r. ►• : • „ „ „ <y_ 'i ' THE FOLLOWING TIME PERIODS: I FLAGGER I "0 • f ,� i . ;7�� F 3/4 _ GGREGATE Min bedding "� 6'� < DESIGNED BY: JDS 'oaler IINr f 6„ 6:� 7:44 - s:a0 A.M. 1aa' DRAM BY: JIatD below outside of si !r'",,°sir. STANDARD CURB a ow ou ' e `"~MIN MIN bell 4" Q►► 3:30 - 6:00 P.M. o MIN • - BY: rushed •a re ate '"v f FLAGGER' "° z c r.. scA AS NOTED 9 pipe e 9 INSTALL g 4 "MANUAL1aa' ,2-r sr DA1E2/21/2018 CONTROL NOTES. „ } �'-• s DEVICES FOR STREETS AND HIGHWAYS", MIN. 1: : SAWCUT THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE . �=�' U.S. DEPT. OF TRANSPORTATION, t t.- P t /3- Q a TO CURB FACE" AS POSSIBLE. 2' Min Trench \\� \i'' S\i i.\\` FHUA, 1988 EDITION. O - Ro D �� foundation i i\i�l � i 8 2- COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED" UNLESS . ' PLACEMENT TO BE 100' ,%: I DIRECTED BY THE ENGINEER. stabilization JU DIN FIELD. MIN. .. f D O ,. _ 'f r o 4 o A STE cc. 3. WHEN STRAIGHT. CURBS ARE REMOVED, A MINIMUM OF 2 FEET ! required I ROAD nON y *f I y�" 6. AHEAD 29. P? �- OF PAVEMENT FROM THE FACE OF CURB SHALL BE REMOVED TS A \ OFR TRAFFIC CONTROL REQUIREMEN HR 1 o AND REPLACED. : : AS MAY BE NECESSARY TO EFFECTIVELY NOTERENEWALDATE 5 , .. -• - . - : . . . . 12/31/19 4." WHEN ENTIRE :GUTTER PLATE IS REMOVED THE EXISTING1TRAFFIC AND ENSURE PUBLIC CONTROL TO n PAVEMENT SHALL BE CUT BACK AND A NEW 6" MONOLITHIC CONCRETE - PROJECTS. RE 1SIONs • GUTTER CONSTRUCTED. • 2: JOINTS UTOFBE TACK AND SANDED r 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 7. NO LANE CLOSURES WITHIN 200 FEET OF R" CONCRETE HAS CURED REPLACE REMOVED ASPHALT AND SEAL JOINT. A TRAFFIC SIGNAL WITHOUT PRIOR CITY w .. 5. AFTER C C , . w APPROVAL o c> JOB NUMBER APPROVED WA - APPROVED BY: NO SCALE CITY OF TIGARD APPROVED BY: NO SCALE CTI'Y OF TIGARD NO SCALE - = CITY OF TIGARD 5077 OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE. P.E. .OREGON AGUSTIN P. DUENAs. P.E. r ENGINEERING DIVISION CITY EIIOIEEI! DWG. NO. ENGINEERING DIVISION CITY ENGINEER DWG. NO. , ' CAPITAL CONSTRUCTION AND , DWG. NO. it ,� TYPICAL TRAFFIC ( TRANSPORTATION DIVISON 2 i,'."4 PUBLIC WORKS DEPARTMENT, PUBLIC; DEPARTMENT a< '3125 CURB KNOCKOUT ITRENCH ��T ✓ z 1 8 W.WORKS DEPARTMENT ]3125 S.W.HALL BLVD. S.W.HALL 8 - TIGARD,OREGON 97223 JANUARY 2013 FOR DRIVEWAYS d TIGARD,OREGON 9722.3 JANUARY 2013 BACKFILL 180 TTGARD,ORI3GON97223 AUGUST 2009 CONTROL ' PLAN ( 'T = VOICE:(503)6344]7] ,, VOICE:( 639-4171 V PAX:VOICE:(503)639-4TH APPROVAL DATE PAS: (503)684.7297 APPROVAL DATE - APPROVAL DATE , PAIL (503)684 7297 • 03 _ , v] Q . . _- - 41- —q.. j - • 3 EXISTING PAPERBARK MAPLE SUNSET MAPLE W TO REMAIN or) - _ -- JE. �/ u�i �— _ ---- - BLUE FESCUE (TYP)_ _ _ f - - �~ N BENCH (ON CONCRETE PAD) IRRIGATION POINT OF CONNECTION {PUG) - - - - •.---_ _ _ _ -- - --�. _ _ - - Y a Cr SW 68TH PAF —'� W _ 0 '� 6 _ �� © ` N ( ) PARKWAY PACIFIC SUNSET MAPLE (TYP) LL r •iN:„.N1 A •„ ,” N `: , - _ ��.k ...._ _ •.- _ .. ef.i.,. , LLLIYKI=1+15 LAUREL (TW) ,� • �� -tep ) N ,_..., e\ ....v.,,.._„,,,,,,„,,...,... .... ,,,, ,� , / ?_ Q Z / IN,.7w1 � ��j � �;uo�x �l�i \ y � `\ "I -a 1 6 4 �^ / Q I v = ' +lv r V#SIO TRIANGLE FOR `�.,,>+ev�� . � •°; ;mow= `4`` `►` a��t.;�+ ..,.• • • _ ., _ „� } W /�rt INI�RSE(�SIG;iT DISTANCEVAW � � '1 ,.14i �i '".14,- �"� �"r ; e \ '\ ill.' ' � a C: C 11Z `�� j1t'�,��14.$40. 441„ LAWN •• `t1 �1� `�,oa_ea e• 113 \ r3 = Le - , ': - ► =� +40,40-6:11-6:1111 4101• ` oil, c� Ck �.•�•��+ �w.„..' . ose t 1 Ai•.2so4 16 _• f.` 1, ,€ —tigkiike CHANTICLEER - --`� ,. mos �w ow 1c. % z • �� o o e a.a�`o �Y��\.� : •�o,#: CREEPING BRAMBLE (m') I ` >•/ T 6 `o E a >- �xc+ob e q t a .. �� •.E%.\�� PEAR TYP \ . '�► ,� /M 1 212 8 W -, ''' '' \ b�, '.k€ ��'' "�� SPRING BOUQUET PINK FLOWER CARPET I ( } ` ' ` uj �/ �.. � ' i, LAURESIINUS (TYP) ROSE (TYP) ' YYY •��```� i \\ % ` i ROSE GLOW I -. `\ ► i '1 CLL� o \ 1 # 1 _ BARBERRY (TIP) `� ` / 1 I ILA Fas � , . . ,�� BICYCLE PARKING REFER \` \ � � a II TO ENGINEERING PLANS \\ ,\ 1 Z � , V sAwL1=AF z>�.IcayA TYP , 1 , i w o , PAPERBARK MAPLE (1W) €' -'M �� it € ( } SAWLEAF 7.ELKOVA TYP I '� �\ '\ ‘ ‘ 1 ”' I °°:o •,��:� ( ) .` } TAX LOT 2300 Q C3 I21E....°0,,,,0.a �� COVERED SOIL (TYP) - REFER TO NOTE 9, THIS SHEET I _ COMPACT OREGON �\ \\ 0 TAX MAP 1S 1 36DA W 6900 , Voll • rl [;:;:•:;; o„2. t..k.) GRAPE (7),,,: \. `\ SW ATLANTA ST , I e‘CC Q ao. C.ooao� . .....:...*:*..*&.1..E. , �oltaoa} i \ 1 O `;�,3100 ' ' -� �• _ � � . � • ' .S BLUE FESCUE TYP i \ 1 ` BLUE FESCUE (m') `.• ( ) UMITS OF WORK \� �. <1.111. TAX LOT 6502 ; `i TAX IAP !S t SAD ir. .. .— ., - \ 1 _._ # ' ' � �1 .\ f ► Cn 1095 SW 69TIf AVE LUYKL7NS ,: .f `; • . J. , I I \ ti �.; \,\ / 1 EXISTING TREE CANOPY t _ \ I 1 L� 1 eff LAUREL .. I I \ \ \ III (TYP • . -_ III , I I .' ' 1 lij ono or vim mil's , „ 1 1 CCe -453 . _ N. '..� I jam_ \ \\ -- • •• WETLAND BUFFER (TIP} \.\ . e (/. / ,, ' A .1., , 0 • ...„,, , , . ......, .....„ . , # ? ],ana voo i ! Y LwUIIKEHS LAUREL T11) :./i 3100• ..•a—.. \,` `� .� { } • •• wn■� 0 i pp �11►� :, . \ `� `� EX CREEK1 11.1111 co 1 I . G! o°oPU , \\ . J Q 1 °• '2�IS COVERED SOIL (TYP) - REFER TO NOTE 9, THIS SHEET . •.' ,,: ` / ii WETLAND \\ / 20 2 GRD.IVARY0 1 �I►u c': ,�. - :..•.._ ..c UNQARY \ \ / � HIGH `DATER INE 1 T. i �,;l CREEPING ,,.'%.,:. ARE'. 185 ` \\ \\\ AREA: 5,456 S� 1 Q 1 1 BRAMBLE •- I /if \1 . I . ; T. ''� (6) EXISTING SAWLEAF 7ELKOVA TO REMAIN or) / \ / 1 CC T C� o f�.4. „� I. , CREEPING TRASH I ENCLOSURE �, \ "'- f ,:H *:::::::,..,:x. .., , : II NG BRAII3LE (TYP) SEE DETAIL oN `, `\ 1 • 1 — - aaoop-000 1 �,°o SHEET C500 - 000q,o `\ \\\ 1 _ 4009\ °u% o" s /� / fw // /�// / / /////.�/� / „�IyI - - --— �• I _I 3100 311 +/ / ' I Da5TlNG DECIDUOUS TREE TO REMAIN 0111/ / \�� \\ F COMPACT OREGON GRAPE (TYP) r,,, P/ / . : .. : - ,, , . min ,. . a �' / \\ \\ EXISTING CONIFEROUS TREE TO REMAIN {OFFSITE} (TYP)' • * * ': . 36 - 11040 �`, �\ , ga 31012 31013* 31014 ' .• 11041 j�� / E. 7 /' r/ / y / ♦ i i / / / /• / / ♦ / i #'/ ' f 3006 1U,5/ _ // • `\ \\, IA 1/ / a a,;/. 77, 11562 .. x:1035 1-11 d30038 ��i`.ri� 1a30036 11028 -- _ - _ - - ./ _ - - _ - -- AEEE/P '.. - .. _ ' (3) EXISTING ARMSTRONG MAPLE TO BE TRANSPLANTED OR REMOVED AND REPLACED IN KIND 30060 0 ` I - Uel !ICM14111 ) E., • as "•1': I Ii,. MAINTENANCE NOTES: 1 CONTRACTOR IS RESPONSIBLE FOR VERIFYING PLANT QUANTITIES, IF DISCREPANCIESill CONTRACTOR WILL TRANSPLANT OR REMOVE AND REPLACE TRIES 31012, OCCUR, DESIGN INTENT PREVAILS OVER QUANTITIES LISTED. ON-GOING LANDSCAPE MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE OWNER OR THEIR TENANT SCALE 1" = 30 FEET 31013, & 31014 (SEE SHEET C030) TO ACCOMMODATE FUTURE ALL PLANTS AND PLANTINGS SHALL CONFORM TO THE CITY OF TIGARD DESIGN AND SHALL CONFORM TO CURRENT LANDSCAPE INDUSTRY BET-PRACTICE STANDARDS AND ANSI A300 (1) ENTRANCE TO TAX LOT 600 AND MAINTAIN THE APPROVED • STANDARDS AND TO AMERICAN NURSERY STANDARDS ASN 1260.1 (REMISED 2004 OR "TREE, SHRUB, AND OTHER WOODY PLANT MANAGEMENT-STANDARD PRACTICES (PRUNING)". TREE rillilWilie DEVELOPMENT CANOPY REQUIREMENTS. LATEST EDITION). PLANT IN ACCORDANCE ViITH STANDARDS ADOPTED BY THE OREGON PRUNING SHALL OCCUR ONLY AS NECESSARYREMOME BROKEN BRANCHES AND MAINTAIN CLEAR UNE OF SITE. SCREENING SHRUBS SHALL BE PRUNED A MINIMUM OF ONCE PER YEAR OR AS NEEDED FOR 30 0 12 18 24 30 LANDSCAPE CONTRACTORS BOARD (OLCB), PLANT HEALTH AND TO MAINTAIN REQUIRED HEIGHT CI 3, PLANT SPECIES, SIZE, SPACING, QUANTITIES, ETC ARE SHOWN TO PORTRAY THE CHARACTER OF NE SITE LANDSCAPING. REVISIONS OR SUBSTITUTIONS MAY BE MADE Z BY THE LANDSCAPE ARCHITECT PRIOR TO FINAL INSTALLATION BASED ON AVAILABILITY, PLANT SCHEDULE PLANT SCHEDULE CONT. COST, SITE CONDITIONS, ETC. WHERE ALLOWED BY THE CITY OF TIGARD'S DESIGNi litt STANDARDS. Q IQTANICAL NAME COMMON NAME SIZE/CONTAINER SPACING SHRUBS 4L BOTANICAL NAME. COMMON NAME SIVCONTAINER SPACING 4,, TREES TO LE PLANTED SHALL MEET THE REQUIREMENTS OF THE AMERICAN ASSOCIATION CHANLOCK OR OTHER a OF NURSERYMEN (AAA) STANDARDS FOR NURSERY STOCK (ANSI 260.2) FOR GRADE NO. __ APPROVED TIE 013 (EXISTING) IUNBERGII 'ROSE GLOW' OSY GLOW BARBERRY 2 GAL. CONT. 4$" o.c. . 1 OR BETTER.5. 2X2 PRESSURE TREATED 5. TREES AND SHRUBS SHALL BE PLANTED A MINIMUM OF 36 FROM CURBS, SIDEWALKS, STT Pfd TO TREE 1 PYRUS CALLERYANA 'CHANTICIEER' CHANTICLEER PEAR 3 1/2" CAL B&B AS SHOWN AND OTHER HARD SURFACING OR CENTERED IN PLANTING ISLANDS. SET ALL STAKES (2) PER TREE 108 FESTUCA GLAUCA BLUE FESCUE 1 GAL CONE 24" o.c. UGROUN VER A MINIMUM OF 24" FROM CURBS, WALKS, WALL, TREE TRUNKS, AND r TOP OF ROOTBALL/ROOT FLAIR PARKING LOT TREES QTY BOTANICAL NAME COMMON NAME SIZE/CONTAINER SPACING 6. ROOT BARRIER SHALL BE USED, PER DETAIL 1, ON ALL TREES ALONG SIDEWALKS, / , CURBS, PAVING, AND IN PLANTING ISLANDS. ROOT BARRIER SHALL BE A MINIMUM OF PROVIDE 3 DIAMETIER MULCH DE51GN® BY: TEB/KAH ID 0 65 MAHONIA AQUIFOLIUM `COMPACTA' COMPACT OREGON GRAPE 2 GAL CONT. 30" O.C. 18' DEEP BY 6' LONG. CENTER ROOT BARRIER ON TREE TRUNK. AREA 3' DEEP AROUND ALL TREES TEB KP • 5 ACER GRISEUM PAPERBARK MAPLE 2 1/2" CAL B&B AS SHOWN MULCH: APPLY r DEEP MEDIUM OR SHREDDARK HEMLOCK ORR BARK 7. UNDER AND AROUNDPLANTINGS,GRIND AKING CANNOT Tn CO4ER FOUAGEFlOR ROOT AREAS BY: GiECKED BY: • KAH 0 162 PRUNUS LAUROCERASUS 'OTTO LUYKEN` LUYKENS LAUREL30" HT. CONT. 36" ac. CROWNS OF GROUNDCOV€R PLANTS OR BURY ROOT FLAIR OF TREE. CURB (WHERE APPUCABLE) .�1 • AS NOTED 41t) SOIL MIX FOR ALL PLANTING BEDS SHALL BE 1/3 SANDY LOAM TOPSOIL; 1/3 ORGANICS; AC. DATE;2/21/2(116 in AND 1/3 COARSE SAND. EXISTING NATIVE SOIL OR STOCKPILED TOPSOIL STRIPPINGS 4079f,% 3 ZELI(OVA SERRATA SAWIEAF ZELKOVA 2 1/2" CAL BdcB AS SHOWN 0 22 ROSA X 'FLOWER CARPET PINK' PINK FLOWER CARPET ROSE 2 GAL. CONT. 30" o.c. MAY BE USED. SUBGRADE IN ALL PLANTING BEDS SHALL BE CULTIVATED TOA MINIMUM . • — _ ' •/ �`%��' 'OF 6" DEEP. BRING TO A SMOOTH EVA N GRADE AMENDED SOIL SHALL BE ,,.�_ ' „r..v� I 18' DEEP X 10' LONG ROOTTHOROUGHLY WATER-SETTLED AND HIGH-LOW AREAS RE-GRADIDD TO MEET FINISH la E-I I 1 I 1 I' •s��•i,.r'n, 0044.4'e. • I— BARRIER (BOTH SIDES NEXT TO • ID 26 VIBURNUM 11NUS SPRING BOUQUET" SPRING BOUQUET LAURESTINUS 2 GAL. CONT. 48 o.c. GRADE TOPSOIL SHALL BE RICH DARK BROWN COLOR AND VOID OF ROOTS, PLANTS, y I I i— �_ .....0 ��.,,,,.,.0 — CURB AND SIDEWALK ONLY) • o =I IT -444$. .•. A. SIA SOD, STONES, CLAY LUMPS, ALKALI SALTS, DEBRIS, AND OTHER EXTRANEONS MATERIALS !II f r 'r!'�•�i� ' ��O1ri' SIZE/CONTAINER SPACING HARMFUL TO PLANT GROWIIN. r © :'��;'<:';�ei''.. . STREET TREES QTY BOTANICAL NAME fQUMON NAMEI I L_I 11=a _�.Ati":�.�i'<.r�i.'r; AROUND COVERS Qj� BOTANICAL NAME GOIvLMON NAME SIZE/COIVTAINER SPACING 9. ALL PARKING LOT TREES SHALL NAVE A MINIMUM 1,000 CUBIC FEET OF SOIL PER . v c a a a q a a a a a a a a a III PEEL BACK TOP ‘6OREGoN TREE AND STREET TREES A MINIMUM OF 600 CUL3iC-FEET PER TREE IN ACCORDAINCE -= a -a.°a°a a 4•d Q a a 1/3 OF BURLAP MINIMUM OB/06/2013 / € WITH CITY OF TIGARD UFM 13(1XF). COVERED SOIL VOLUMES IN AREAS SHOWN ARE �, •-• —E -!-+ , ,- 14 ACER TRUNCATUM 'PACIFIC SUNSET" PACIFIC SUNSET MAPLE 2 1/2" CAL B&B AS SHOWN � /' " REQUIRED TO MAKE UP THESE AMOUNTS AND SHALL CONSIST OFA SOIL/GAVEL .•, Ir I=I !� I /. 266 RUBUS CALYCINOIDES CREEPING BRAMBLE 1 GAL CONT. 30 o.c. ADMIXTURE APPROVED BY THE CITY OF TIGARD SUCH AS CRUSHED ROCK, GRADATION -1 I E111_,--:---111.: COMPACTED SOIL MIX Q -'/ OF 100% PASSING"1,25, MAXIMUM 30% PASSING 0.75% LOAM/ORGANIC TOPSOIL; SOIL " COMPACTED TOP SOIL REVISIONS BINDER SUCH AS STABIILZLUR ; AND WATER). REFER TO SECTIONS 12 AND 13 AND 12 MIN. EACH SIDE cgu) , — ` 4,700 LAWN - NORTHWEST SUPREME LAWN MIX (OR APPROVED EQUAL) - SUNMARK SEEDS TAPPENDIXES OF o DEPTH of 3 ARD'SEET IN AREAS FORESTRY MANUAL. IN SOIL 3 AN TYPICAL TREE PLANTING DETAIL g ;-.•.•. SF} ATE DATA - LOUUM PERENNE VAR DASHER 3 (DASHER 3 PERENNIAL RYEGRASS) 35% APPROPRIATE SITE FOR THE EQUIPMENT AND VOLUME BEING USED. PROTECT SOILS AND CUTTER II PERENNIAL RYEGRASS) 35% MIXES FROM ABSORBING EXCESS WATER, FROM EROSION, AND COMPACTION AT ALL L100 NTs JOB NUMBER - COLLUM PERENNE VAR CUTTER II ( TIMES. INSTALL COVERED SOIL IN 6-INCH LIFTS AND SPREAD UNIFORMLY OVER THE n 2 TOTAL SITE AREA EXCLUDING RIGHT-OF-WAY = 190,810 SF 'TREE PREVIOUSLY PLANTED TO MEET PREVIOUS DEVELOPMENT CANOPY REQUIREMENTS - FEST ICA RUBRA VAR GARNET (GARNET CREEPING RED FESCUE) 15% AREA. COMPACT EACH UFT TO THE REQUIRE]) MAXIMUM DENSITY RECOMMENDED BY THE NO 5077 TOTAL LANDSCAPE AREA - 128,172 SF (67X) ,�,� - FESTUCA RUBRA SPP FALLAX VAR WINDWARD (WINDWARD CHEWINGS FESCUE) 15% SOIL SUPPLIER. 1. STAKES OUTSIDE OF RDOT13A11. SET TREE 2" ABOVE FINISH GRADE TO ALLOW (, TOTAL PARKING LOT AREA = 37,335 SF STREET TREE PREVIOUSLY PLANTED DURING PREVIOUS DEVELOPMENT, ALL PLANTING AREAS SHALL BE AUTOMATICALLY IRRIGATED. IRRIGATION SYSTEM TO BE FOR SETTLING OF SOIL DO NOT COVER ROOT FLAIR. SHEET i TOTAL PARKING LOT LANDSCAPING = 7,460 SF (20� APPLY AT RATE OF 8 LBS. PER 1,000 SF OR AS RECOMMENDED BY SUPPLIER. DESIGN-BUILD BY LANDSCAPE CONTRACTOR, PROVIDE DESIGN BUILD PANS TO THE 2. BACKFILL SOIL MIX FOR TREE PLANING TO BE 1/3 ORGANIC MATERIALS, 1/3 TOPSOIL, a • CITY OF TIGARD, INCLUDING ZONE AND HEAD LAYOUT, PRODUCT DATA, ETC. FOR AND 1/3 SANDY LOAM. Ll � APPROVAL PRIOR TO BEGINNING INSTALLATION. 3. REMOVE ALL WIRES, METAL BASKETS, TWINE, AND OTHER NON-COIIPOSTABLE MATERIALS FROM TREE ROOTBALL PRIOR TO PLANING. • r -- —� a VI UI U.1 IC [) #=--. (3) EXISTING PAPERBARK MAPLE- B' -PACIFIC SUNSET MAPLE (TYP) �' ' �' g »TO REMAIN (TYP) _ - - - (TYP) - Jar @ ICBLUE FESCUE f fY _f- 0,� EIEII (ar oONaIE PADS' IRRIGATION POINT OF CONNECTIOt�i(I?O/-111111P-Ci - - - -- - r -.1 a ' - ! ,X.,.____--,.... Nit 4., N‘,,. _\ SW 6$TH PARKWAY z - - - ---�---- PAUFlC SUNSET MAPLE (TYP) - af M :‘, YKEN\, S LAUREL (TYP) • a ----- 00 lril \ z �� Sr�� Niii, �3 o .�� . ) . 7. 'tom -- (...) • C:1 z V ISIO TRIANGLE FOR »'� 4___1 `ihi4ge, ll. 4.!..4.1.,:s*,:`,‘44.*c'51111 a• " .2•.� �. �. . �'�.� // . . 1 } I .�� . �e� Vt • +`x afC�aV,t�� `�� ,�►� ' - ,* \ r INTERSE SIGHT DISTANCE �� 1..a.O_ iLu_; � `- ga' 11.0 3 I.0,..-- 1 0.,i..1 `'' >` z ?r• ��*,�� tom. '11 41 e-a-`' ?a ��` ,, •i?, A O:41'o O 4.19 �;it �`�.`\f►01,‘‘,.a '�'3t o ' tr~.a�'o`,1�j ....01.16.11{4441141: - ----- - �,Noiri I i M i + zy � �'�,��' „ ........4,44.-.1.-,reR o;oy #� CREEPING BRAMBLE (TYP} ;• CHANTICLEER \ 1/11‘ 41 1 = 41+7 t+] O o, .,.. �� -.y \��`�� PEAR (TYP) `\` '\ /� ` t'v =3 . W � ,►01`”emb I � SPRING BOUQUET PINK FLOWER CARPET \� `. ` i "' �,,' ,��. g' = W tl� •"_ _+L' A: LAU TINUS ROSE TYP :e-A.Q Ovi \ \\ 4101111 MICli S �, 1 Tac �n � oo � (1)tri, Z 4 ` ��ti �I B:I RES { ) (TYP) C2i \\ `\ */ rr ''i , �• �� j �� it,! L.ROSE GLOW = \\ '� � 1 Yd' �� d � o fN Li. � BICYCLE PARKING - REFER BARBERRY {TYP} 1 �`\ \ •/ ` 1 �, ) + TO ENGINEERING PLANS , \\ ilii \\ A 1 SAWLEAF ZELKOVA TYP ' '\ f ill '"' PAPERBARK MAPLE TYP r \�� ( ) SAWLEAF ZELKOVA (TYP) 1 `. '` % } �� ~� ,�; a°oa v9.`' ;�' `` TAX LOT 2300 0 4 0 1; '' °°°o.mi!� COMPACT OREGON \\ `. I ' TAX MAP 1S 1 36DAicc W • io/ °o � WI ' `.001 I v.: \\ % \\\ F. 6900 SW ATLANTA ST I 1 GRAPE (TYP} E cc eivX 0 „ u 1 Ao00<j�0 a� : •� �nan p'i'p \ ` 1 0 aft -- 1 ;41 3144 r• '. , 411119 - ` ) _ a BLUE FESJE {TYP) \� i o$�/ BLUE FESCUE (TTP) • -. , LIMITS WORK ,� , Q TA LOT fi�o2 o si I �� _ / 1 TAXIMAP is 1 b6AD .._`� I '� I ICr) �" • Is r • 1495 SW 69T4� AVE �I LUYKENS i ,- i \ `' - --- ___ ____ 1 \\, EXISTING TREE CANOPY , . LAUREL " ' ' . . •.‘: • `� �- -� �� \' / 1. '' • r .r I \ \ ' I i Altai° 1.1.. I 110 ono er\:01 \ 1 Ulm OD UCD .. .... • _ \ / Iiiikr SCIIC _L `. ! J'- WETLAND BUFFER (TYP} \\ \\ , SIIa . . Y. �► 1Cal s , MIMI (in LUYKENS LAURA (TYP)-....,,,, 31 -�-:Y ` ` (((e. 111111* F-" CO C:1 � � o�tt�111 � � � • .�� -� ,`� �\I \ 4 � EX CREEK o ° i i•: : .o:oottamil �' WETLAND / 7- X012 ORDINARY 1 N cc I_ \ , / HIGH WAXER LINE T c7 I fi ,I UNDARY \ / AREA; 5,456 SFS ' a CREEPING ! F ARE'• 185 ` f ��' ` , CIET - 1 BRAMBLE IQ° f - / /.. #/. ) S -1 }� (6) EXISTING SAWLEAF ZELKOVA TO REMAIN (TYP) \\ �. CI: T i 8 TYP - `` 1 I 'Q� �� CREEPING BRAMBLE (TYP} TRASH'W vi - . ENCLOSURE ,/ i/ `tSEE DETAIL ON \ �`` - ,, o n. ° ; ,, �� _ SHIFT 0500 \ t ) ' 3140 1141: , -,,,,(7 , .„ < ..� . . • EXISTING DECIDUOUS TREE TO REMAIN {T1fP) �\ �\ I @MIE14111 ...MI COMPACT OREGON GRAPE (TIP) -iv '' ..--_ : II /�' .` .� , CD • X06 ` EXISTING CONIFEROUS TREE TO REMAIN (OFFSITE) (TYP) -- 31012* 31013* 31014* 'i `;ny 011040 0I► `\ `, 7/ } SCALE 1" = 30 FEET Cn i/(41, \ \. ,,,,,,30062 014Q6 T71,1)7 • ',for /// ' • 0' ' // / ' if / ' // ///;///:///`,./"./411.././9./ ' ' ' ' / V.,) 11582 Occ 11035_4.4... -, / e , e 1."-re• 44 ;A'OYA. /.4' ,//7//7//7- • / . ' • . • / • • / / // / / '//77/ 77 ,' //, ‘`�Aot , 90 IIIMMIMWV0 i2 18 24 30 —�_y\ d30036 0 30038 t,.� 1102$ — -- — _' .. _ .. _ .. _ ,. _ '`�*r,., . _ .. _ ,. • (3) DgS11NG ARMSTRONG MAPLE TO BE TRANSPLANTED OR R1310VED AND REPLACED IN KIND 300600 i -- - - it - - - - - - - - (m) Z 0 w ,, EXISTING4 # % Co) PAPERBARK 1-.,` y,.,., MAPLE al)w la • y r... .," . �,,. 6. :''''...., WYI(ENsLAUR61. (TYP)�+ Y'1.:�viSf 7 ICC YY '-..7- ..-:- IFrl �j - _� SW 68TH PARKWAY �= ;5 SCEWALK -I- `f.�; . CURB RPC PARKING LOT .rte/\4-PACIFIC SUNSET MAPLE (TYP) tx I 111 3.00' T'`Lr •Ai COSTING NA111IE TREES I8 MAINTAINED-- HEIGHT AITANED-- HE)GHT ;^'° e EXISTING1A1-131'L-(1/ "r r 4� AND UNDERSTORY DSD BY: NKP A, Az !n° PAPERBARK ,<,.285 1'44 �,' Ake MAPLE14141411°k7 ry*k,� ,r+lt '4.5r?. DRAYYIi BY: NKP y a i^' �, �kr; (Tr) a f ,• "�i `ty,: ' h 3.00' CHECKED BY KM LANDSCAPE CROSS SECTION 'A' �� a -„T., _=ti, - „r' T � -MA TAMED AS NOTED 1 ��!r ♦ n T • ; ' ° LUYKENS LAUREL (TW) i� © � , ., f '. .,+r DATE:2/21/2018 L101 1• = 10'�O” � , sQ .a.114, � �? •, T,•- r,.- • I ` ' 1 '�'' — I '. • • LAWN • 4 '�",' C'v� I �kZ NOTES: gl 71 �j ,� gel `lam '�� mil ►*r I ,,� -00 t .1 ` '�, 4-100 7 a 1. PARKING LOT 'LANDSCAPE SCREENING ALONG 541 68T�I AVENUE r - - aw.- � ! h , n �� ,.. s�' ,y. " - E a4 rkPg �w�.� y C 1-1i=t��rl-n-u-:i_ RPC PARKNG LOTi� `u, �tt1 11rrK � „-. _ -- ...... .. .,�.„_ =n-1i- — -13=_ti_ N? , • �`�� =u- t47/9.filk)L/' +_ _ �.. s _ 941 WWI PAIAY 5 sfAtl( -II— _.�! -,1=11=' „ LAMR+I 4i - ►1- „_��=II—I1—i1 CUA II I;`, • �t=1i=�-I�- -Clime KiRSTi A. AID I j� } Ti _u 8' 511E1�lILK - - _ i l 1=u-i-1 ,s=11.1 ` II- RPC PARKING LOT .I 4 s� >f= r0. {TYP} I II r: li: llV"��'I CURB -1E-r- �: 11=11=�' OR AT v...r; u_ �,_ 1 -r1=r11 Iv it-i i � o6/o6/2o13-LUYKENS LAUREL � � ViL �i� -- .,._. _ ' .-..-_-. -1-. _._.,,__ 1- X15stEma 3.00' ,w I y��1 a li �,• ,.4= SW 68TH PARKWAY IS. zCURB 1X MING NATURAL RESOURCE BUFFER 3 FAIT �. REMSICHS U zd 1 26' ( J I 8 B, I r-,. xr� 250 �' c JOB NUMBER 5077 2 LANDSCAPE CROSS SECTION 'B' 3 LANDSCAPE CROSS SECTION 'Cto ' LT_ SHEET 4 L101 1' = 10'-0" L101 1' * 10'-O” ce NOTES: NOTES: L101 1. PARKING LOT LANDSCAPE SCREENING ALONG SW 68TH AVENUE. 1. PARKING LOT LANDSCAPE SCREENING ALONG SW 68TH AVENUE.