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Plans (39) S 1208-00005 CO W W CC V M CC I- M M U h g N 5 RPC TIGARD STORAGE RECEIVED V J CC - a Q 11123 SW 68TH PARKWAY 2SZOiS CITY OF MAD CC w • ., BUILDING DIVISION. ? CIVIL ENGINEERING r.._, m CC • _., 0z 1za ‘41'1.% c /- . ;" ' r� y CIVIL ENGINEERING I a illElic<5 , § t.c- = Lo Z k j ._' TAX ICI 602 . \ ¢ o o '�' S In � c3 Q !d Y TAX MAP 151 36AD -\ SURVEYING FIRM DEVELOPER/OWNER _Nr. � ;� �rt � AKS ENGINEERING & FORESTRY, LLC. 0. RPC IIGARD 68, LLC (A DELAWARE LLC) y �j t ` ' rCOMP CONTACT: JOHN P. CHRISTIANSEN CONTACT: BRANDON COOKS Z i 4-44 1 12965 SW HERMAN RD STE 100 2101 CEDAR SPRINGS ROAD, SUITE 1600 0 „� ,_ - r� �, '--#1')4: ;'*1 TUALATIN OR 97062 V Q 0 : { f DALLAS, TX 75201 TAX LOT 700 •''••.J % ' i . 1 1 PH: 503-563-6151 Q W CC = . g... w' a ■f lf�U rAx MAP 15 1 36DA I FAX 503-563-6152 , ' APPLICATION TAX LOT 2500 0 ,a TAX MAP 15 1 36DAerg I SITE PROJECT ,i, 4�:.. AREA (PHASE II) ARCHITECT CONTRACTOR Q ,, .; �I ROCKY MOUNTAIN GROUP COLORADO COMMERCIAL CONSTRUCTION I'l <lam ,.� � �� , � � � � � pp I CONTACT: KEITH MOORS CONTACT: DALE BEGGS a, 19375 BEACON LITE ROAD 5410 POWERS CENTER POINT SUITE 210 `' (f) I CP) .I MONUMENT, COLORADO 80132 COLORADO SPRINGS, CO 80920 Q �. � .*. , � :. L. PH: 719-488-2145 PH: 719-264-6955 � -'[ FAX: 719-488-2895 FAX: 719-264-7955:i . . . > CC ''� TAX LOT 2400-';,'' 1 X Q �+ r 'F, -4, V TAX MAP 1SL36DA' 0, 6 y TAx Lar sao TAX LOT 260D �' _.R: r_ ;? f t3 ut_ S TAX #IAP 15 1 36DA � ' �� 'j OFFICE COPY (5 , © :" //��' �.' TAX MAP 1S 1 36DA CO FM.x 4 ITY OF T. GAD I _ . � n:FOQ coD��o�r�.�uvc� CO ❑ IPP v N CC yi I OTC: r VICINITY MAP Pcrit�tt#a` 0 T > ,* 6::: 08 NOT TO SCALE $> o; _ - , . . 14*---\ . LEGEND •• O. EXISTING PROPOSED, EXISTING PROPOSEDk I Q DECIDUOUS TREE 0 •• STORM SEWER CLEAN OUT o • \....--. TAX LOT 2300 � 2 TAX MAP 15 1 36DA STORM SEWER CATCH BASIN CONIFEROUS TREE ' STORM SEWER AREA DRAIN 0 ■ W � SHEET INDEX FIRE HYDRANT R A STORM SEWER MANHOLE 0 ® I WATER BLOWOFT ? GAS METER D SITE MAP C000 COVER SHEET WITH VICINITY AND SITE MAP '—"' fin WATER METER o i GAS VALVE ' W 1 =100 C001 CONSTRUCTION NOTES WATER VALVE D4 H GUY WIRE ANCHOR E- W Q DOUBLE CHECK VALVE ciu a POWER POLE � -iv PROPERTY DESCRIPTION: VERTICAL DATUM C002 EXISTING CONDITIONS PLAN Z Z AIR RELEASE VALVE Ar POWER VAULT © OD TAX LOT 2400 (WASHINGTON COUNTY ASSESSOR'S ELEVATIONS ARE BASED ON WASHINGTON COUNTY GEODETIC C030 TREE REMOVAL AND PROTECTION PLAN N Q SANITARY SEWER CLEAN OUT a POWER JUNCTION BOX o o MAP 1S 1 36DA) LOCATED IN THE SOUTHEAST 1/4 CONTROL POINT NO. GC 22-028, BEING A 2-1 /2 INCH BRASS SANITARY SEWER MANHOLE o • POWER PEDESTAL OF SECTION 36 TOWNSHIP 1 SOUTH RANGE 1 DISK AT THE INTERSECTION OF SW 72ND AVENUE AND C050 EROSION AND SEDIMENT CONTROL COVER SHEET SIGN -s- �- COMMUNICATIONS VAULT I c i © WEST, WILLAMETTE MERIDIAN, WASHINGTON COUNTY, HIGHWAY 99W - ON THE EAST SIDE OF THE ENTRANCE TO W " STREET LIGHT * # COMMUNICATIONS JUNCTION BOX o OREGON. FRED MEYER. ELEVATION = 275.00 (NGVD29). C051 PRE-CONSTRUCTION EROSION AND SEDIMENT CONTROL PLAN ��,;, ® COMMUNICATIONS RISER 00 Z MAILBOXC052 POST-CONSTRUCTION EROSION AND SEDIMENT CONTROL PLAN 0 - NOTE: DOSING - C053 EROSION AND SEDIMENT CONTROL DETAILS RIGHT-OF-WAY UNE — — — — — -- — - NO CONSTRUCTION VEHICLES, EQUIPMENT, OR STAGING ON SW 68TH PARKWAY OR ADJACENT C070 DEMOLITION PLAN BOUNDARY UNE PROPERTY UNE PUBLIC STREETS C071 SITE GRADING PLAN DESIGNED BY: JDS CENTERUNE - - - — — C100 SITE DIMENSIONING PLAN ,DRAWN BY: JMD DITCH --- - - — — — —> — > > > CHER BY: JPC C200 STORM DRAINAGE PLAN AND PROFILES CURB , €' AS NOM EDGE OF PAVEMENT - - C300 SANITARY SEWER AND WATER SYSTEM PLAN DATE:2/21/2015 .A ► PROr EASEMENT - - - - C400 SITE PHOTOMETRIC PLAN y _ .-3- -z - - �`� ' , 00 .... * I FENCE UNE ■ I, 1-- - U C500 PRIVATE SITE CONSTRUCTION DETAILS A GRAVEL EDGE T • ,REGON % 4_ 5 POWER UNE w.._ — — —pw,— — — — Fig� pim PWR i ATTENTION EXCAVATORS: C501 PRIVATE SITE AND STORM DRAIN CONSTRUCTION DETAILS `� `4''e 29, °° 4? tiI o c .r.; - C600 TUALATIN VALLEY WA A CHR: 12 0 OVERHEAD WIRE - - -�w �" °� � V� TER DISTRICT WATER SYSTEM DETAILS RENEWAL DATE: 12/31/19 W COMMUNICATIONS UNE — - , — — — — — —�W— ` : OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY TH- FIBER OPTIC UNE — — — — OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH C601 TUALATIN VALLEY WATER DISTRICT WATER SYSTEM DETAILS REVISIONS iz —CFO— — - -CFO- - -G40- - — —CFO— IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY g GAS UNE - - - __ — — — --GAs— GAS CAS IIV a11 OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING C602 CLEAN WATER SERVICES SANITARY SEWER DETAILS STORM SEWER UNE - -- - —�— — — —�— 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULE§, Ci'i'1f.OF TiGARD JOB NUMBER ,� Approved b Planning C603 CITY OF TIGARD ROAD CONSTRUCTION DETAILS 5077 SANITARY SEWER LINE ,. �.- .R11 .. "' YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTS AT . � Date: : 3-11-if Ask.. R .ate/ LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESSL100 LANDSCAPE PLAN WATER LINE - -- - -war-- --- -- —war— wnT w�T cr' Initials: S C SHEET . _ DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6E99. L101 LANDSCAPE CROSS SECTIONS c000 . a GENERAL CIVIL NOTES lit t,UMrLt I tl) USINt, tUulrMtN 1 A(4 UKA It I U U.U4 Ilk I HUKILUN I ALLY ANI) 0.02 Ftt I 40. CONTRACTOR SHALL REMOVE ALL EXISTING SIGNS, MAILBOXES, FENCES, LANDSCAPING, ETC., 68. THE CONTRACTOR SHALL HAVE APPROPRIATE EQUIPMENT ON SITE TO PRODUCE A FIRM, 93. STORM SEWER PIPE MATERIALS TO CONFORM TO THE CONSTRUCTION DRAWINGS AND CITY VERTICALLY, OR BETTER. USE OF GPS EQUIPMENT FOR CONSTRUCTION STAKING OF THESE AS REQUIRED TO AVOID DAMAGE DURING CONSTRUCTION AND REPLACE THEM TO EXISTING OR SMOOTH, UNDISTURBED SUBGRADE AT THE TRENCH BOTTOM TRUE TO GRADE. THE BOTTOM REQUIREMENTS. STORM SEWER PIPE MUST BE INSTALLED WITH WATERTIGHT JOINTS. W Q 1. CONTRACTOR SHALL PROCURE, PAY ALL COSTS FOR, AND CONFORM TO All CONSTRUCTION IMPROVEMENTS IS PROHIBITED. BETTER CONDITION. OF THE TRENCH EXCAVATION SHALL BE SMOOTH, FREE OF LOOSE MATERIALS OR TOOTH CONTRACTOR SHALL USE UNIFORM PIPE MATERIAL ON EACH PIPE RUN BETWEEN STRUCTURES 0 h PERMITS REQUIRED BY THE CITY OF TIGARD AND WASHINGTON COUNTY. CONTRACTOR SHALL GROOVES FOR THE ENTIRE WIDTH OF THE TRENCH PRIOR TO PLACING THE GRANULAR UNLESS OTHERWISE DIRECTED OR APPROVED. JOINTED HDPE PIPE SHALL NOT BE USED FOR m 0 COORDINATE AND PAY ALL FEES AND COSTS ASSOCIATED WITH CONNECTING TO EXISTING 24. SEE' ARCHITECTURAL/M.E.P. PLANS FOR SITE UGHTING AND CONTINUATION OF ALL UTILITIES. 41. IF SPRINGS OR GROUNDWATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR WATER, SANITARY SEWER AND STORM SEWER FACILITIES, INCLUDING SERVICES AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF THE CONDITIONS FOUND ANO COORDINATE BEDDING MATERIAL SLOPES EXCEEDING TEN PERCENT (10%). ALL MATERIALS AND WORKMANSHIP FOR ALL rn I= INSPECTIONS BY THE GOVERNING JURISDICTIONS. COSTS SHALL INCLUDE AS APPLICABLE 25. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, TRAFFIC CONES PER PRIVATE STORM DRAINS SHALL BE INSTALLED IN CONFORMANCE WITH OPSC REQUIREMENTS. cc 0 CITY, COUNTY AND/OR ODOT REQUIREMENTS IN ACCORDANCE WITH THE MANUAL ON UNIFORM THE ACTIVITIES IN A MANNER THAT WILL ALLOW TIME TO REVIEW NE SITUATION AND 69. ALL PIPES SHALL BE BEDDED WITH MINIMUM 6-INCHES OF 3/411-0 CRUSHED ROCK BEDDING ,r BUT NOT BE LIMITED TO FEES FOR CONNECTION, TAPPING, INSPECTION, TESTING, PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. AND BACKFILLED WITH COMPACTED 3/4'-O CRUSHED ROCK IN THE PIPE ZONE (CRUSHED < cc w CHLORINATION, SYSTEM DEVELOPMENT CHARGES, WATER METERS, BACKFLOW CERTIFICATIONS, CONTROL DEVICES (MUTCD) INCLUDING OREGON AMENDMENTS. ACCESS TO a CATIONS, ROCK SHALL EXTEND A MINIMUM OF 12-INCHES OVER THE TOP OF THE PIPE IN ALL CASES). � �- DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. ALL TRAFFIC CONTROL MEASURES SHALL 42. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO ) STORM PIPE COVER DEPTH STORM PIPE MATERIAL t` a OR OTHER SIMILAR OR RELATED COSTS. CRUSHED ROCK TRENCH BACKFILL SHALL BE USED UNDER All AREAS TO BE IMPROVED Q c., BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. ENSURE THAT PUBLIC STREETS AND RIGHT-OF-WAYS ARE KEPT CLEAN OF MUD, DUST OR (MEASURED FROM FINISH GRADE TO TOP OF PIPE) �, z cn 2. OWNER TO PAY ALL PROJECT PERMIT COSTS, INCLUDING BUT NOT UNITED TO UTILITY DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING Of THE SITE BY INCLUDING PAVEMENT, SIDEWALKS, FOUNDATION SLABS, BUILDINGS, ETC. . o TAPPING, TV, AND CHLORINATION COSTS. THE CONTRACTOR SHALL COORDINATE WITH THE 26. PRIOR TO ANY WORK IN THE EXISTING PUBUC RICHT-OE-WAY, CONTRACTOR SHALL SUBMIT THE CONTRACTOR. o 0 z 70. GRANULAR TRENCH BEDDING AND BACKFILL SHALL CONFORM TO THE REQUIREMENTS OF r o z a GOVERNING JURISDICTION TO DE i ERMINE APPROPRIATE FEES AND PROVIDE THE OWNER WIN A FINAL TRAFFIC CONTROL PLAN TO THE CITY, COUNTY AND/OR ODOT FOR REVIEW AND r -1 48 HOURS NOTICE PRIOR TO NE REQUIRED PAYMENT OF FEES OR COSTS. ISSUANCE OF A LANE CLOSURE OR WORK IN RIGHT-OF-WAY PERMIT. 43. PRIVATE GRADING, ROCKING AND PAVING TO CONFORM TO OREGON STANDARD OSSC? (COOT/APWA) 02630.10 (DENSE GRADED BASE AGGREGATE), 3/4 -0. COMPACT LESS THAN 2 FEET CLASS 52 DUCTILE IRON PIPE (4"); CLASS 50 DUCTILE v, w SPECIFICATIONS FOR CONSTRUCTION (OSSC/COOT/APWA) AND IBC CURRENT EDITIONS. GRANULAR BACKFILL TO 92% OF THE MAXIMUM DRY DENSITY PER AASHTO T-180 TEST IRON PIPE (6" TO 121; CLASS 51 DUCTILE IRON PIPE ti > z 3. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY 27. PRIOR TO FINAL ACCEPTANCE AND PAYMENT, THE CONTRACTOR SHALL CLEAN THE PROJECT METHOD (MODIFIED PROCTOR). (14" TO 181 WITH BELL AND SPIGOT JOINTS AND RUBBER 'i it " Cf.) z NOTIFICATION CENTER. NOSE 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 UNITS ALL SURFACE VEGETATION, TREES, STUMPS, BRUSH, 43 952-001-0090. THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS71. ALL NON-METAWC WATER, SANITARY AND STORM SEWER PIPING SHALL HAVE AN GASKETS. CD Q o DEPOSITED BY NE CONTRACTOR'S PERSONNEL DURING THE PERFORMANCE OF THE WORK. ROOTS, ETC. DO NOT DAMAGE OR REMOVE TREES EXCEPT AS APPROVED BY THE OWNER'SZ m o- N c3 a 800 332-2344. ELECTRICALLY CONDUCTIVE INSULATED 12 GAUGE COPPER TRACER WIRE TME FALL LENGTH c REPRESENTATIVE OR AS SHOWN ON THE DRAWINGS. PROTECT ALL ROOTS TWO INCHES IN W � � � z )...- DIAMETER ( ) 28. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL REQUIRED OR NECESSARY OF THE INSTALLED PIPE USING BLUE WIRE FOR WATER AND GREEN WIRE FOR STORM AND E= o E DIAMETER OR LARGER. 2 FEET OR MORE CLASS 3 ASTM C-14 NON-REINFORCED CONCRETE PIPE _ z c ;A w '- 4. CONTRACTOR TO NOTIFY CITY, COUNTY, AND ALL UTILITY COMPANIES A MINIMUM OF 48 INSPECTIONS ARE COMPLETED BY AUTHORIZED INarct,iun5 PRIOR T4 PROCEEDING WITH SANITARY PIPING. TRACER WIRE SHALL BE EXTENDED UP INTO ALL VALVE BOXES, CATCH � 5 �„ � � � z N 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 5 Q w NOTIFICATION REQUIREMENTS OF AGENCIES WITH JURISDICTION OVER THE WORK. FAILURE TO OBTAIN NECESSARY INSPECTION(S) AND APPROVAL(S) SHALL RESULT IN THE STABLE MASS. ALL TREES, BRUSH, AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR MANHOLES SHALL BE WITHIN 18 INCHES OF THE RIM ELEVATION AND ADJACENT TO MANHOLE TO AWWA 0900 DR 18 (4' TO 12') OR AWWA C-905 �'' Q "' "' N z o CONTRACTOR BEING FULLY RESPONSIBLE FOR ALL PROBLEMS ARISING FROM UNINSPECTED GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE. STEPS. THE TRACER WIRE SHALL BE TIED TO THE TOP MANHOLE STEP OR OTHERWISE (14' TO 18' WITH BELL AND SPIGOT JOINTS AND `1 . Im u- 5. CONTRACTOR SHALL PROVIDE ALL BONDS AND INSURANCE REQUIRED BY PUBUC AND/OR WORK. SUPPORTS] TO ALLOW RETRIEVAL FROM THE OUTSIDE OF THE MANHOLE. RUBBER GASKETS. 21" TO 30" PIPE SHALL BE CLASS IV,46. Z Q' IMMEDIATELY FOLLOWING LLOWING STRIPPING AND GRADING OPERATIONS, COMPACT SUBGRADE TO 95% AS PRIVATE AGENCIES HAVING JURISDICTION. WHEN REQUIRED BY PUBLIC AND/OR PRIVATESTM C-76 REINFORCED CONCRETE PIPE WITH BELL AND c AGENCIES HAVING JURISDICTION, THE CONTRACTOR SHALL SUBMIT A SUITABLE MAINTENANCE 29. NE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY INSPECTIONS OR OF THE MAXIMUM DRY DENSITY PER AASHTO T-180 TEST METHOD (MODIFIED PROCTOR). 72. NO TRENCHES IN SIDEWALKS, ROADS, OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION ASTM JOINTS AND RUBBER GASKETS WITH ASTM 150 A BOND PRIOR TO FINAL PAYMENT: NECESSARY OBSERVATIONS FOR ALL WORK PERFORMED INCLUDING ANY RE-TESTING THAT SUBGRADE MUST BE INSPECTED AND APPROVED BY THE OWNER'S AUTHORIZED OVERNIGH- ALL SUCH TRENCHES SHALL BE CLOSED BEFORE THE END OF EACH WORKDAY TYPE II CEMENT. , MAY BE REQUIRED TO MEET SPECIFICATION. THE CONTRACTOR SHALL PERFORM PRE-TESTS REPRESENTATIVE AND WRITTEN COMPACTION TEST RESULTS FROM AN INDEPENDENT TESTING AND NORIwAL TRAFFIC AND PEDESTRIAN FLOWS RESTORED. 0 < 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 RECEIVED BEFORE PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE 73 TUALATIN VALLEY WATER DICTRICT FORCES TO OPERATE ALL VALVES, INCLUDING FIRE OWNER'S ntrnt�trITATIVE AN APPROVED THIRD PARTY INDEPENDENT TESTING LABORATORY RETAINED BY THE GRADING FOR BASE ROCK. HYDRANT, ON EXISTING PUBLIC MAINS. 2.5 FEET OR MORE PVC PIPE CONFORMING TO ASTM D-3034 SOLID WALL W x CONTRACTOR. CONTRACTOR IS SOLELY RESPONSIBLE FOR SCHEDULING TESTING. ALL a. UST OF SUBCONTRACTORS TESTING MUST BE COMPLIED PRIOR TO PERFORMING SUBSEQUENT WORK. A COPY OF ALL 47. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN DEPTH WHICH 74. NO CONNECTION TO EXISTING WATER LINES SHALL BE MADE WITHOUT AUTHORIZATION FROM PVC SDR 35 W111-113E11 AND SPIGOT JOINTS AND RUBBER b. PROJECT SCHEDULE TESTING RESULTS MUST BE PROVIDED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY UPON ARE LOCATED OUTSIDE THE PUBUC RIGHT-OF-WAY, BUILDING PADS, PARKING LOTS OR THE TUALATIN VALLEY WATER DICTRICT. GASKETS (4" TO 18'x; OR HDPE ADS N-12 IB ST, CA ,y, O COMPLETION OF NE TEST. OTHER AREAS TO BE IMPROVED. ENGINEERED FILLS SHALL BE CONSTRUCTED WITH MAXIMUM HANCOR SURE-LOK F477 PIPE SHALL BE INSTALLED FOR c. TRAFFIC CONTROL PLAN 8' LIFTS (LOOSE MEASURE) OVER APPROVED SUBGRADE EACH UFT SHALL BE COMPACTED 75. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WIN AWWA PIPE SLOPES LESS THAN 6% (6" TO 30") AND HDPE ADS lam 30. THE FOLLOWING TESTING IS THE MINIMUM REQUIRED FOR THE PROJECT: TO 95% OF THE MAXIMUM DRY DENSITY PER AASHTO T-180 TEST METHOD (MODIFIED STANDA S, OREGON ADMINISTRATIVE RULES (OAR), THE OREGON PLUMBING SPECIALTY CODE N-12 IB WT, RANCOR BLUE SEAL PIPE SHALL BE Q d. EMERGENCY CONTACT NAME AND PHONE NUMBER PROCTOR). (OPSC}, D LOCAL APPROVING JURISDICTION STANDARDS. INSTALLED FOR PIPE SLOPES GREATER THAN OR EQUAL 7. FOR CITY PUBLIC FACILITY IMPROVEMENT PERMIT, CONTACT CITY OF TIGARD, JONNY GISH, SUBGRADE 1 TEST/4000 S.F./LIFT (4 TESTS MINIMUM) TO 6% BUT LESS THAN 10% (6" TO 301. HDPE PIPE IF CO .... ' 503-718-2467. FOR CITY BUILDING PERMITS, CONTACT CITY OF 11GARD BUILDING PERMIT ENGINEERED FILLS 1 TEST/4000 S.F./LIFT (4 TESTS MINIMUM) 48. AREAS TO RECEIVE 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 USED SHALL CONFORM TO AASHTO M-252 (8" TO 10") TECHNICIANS 503-718-2439. ALL ORGANIC AND UNSUITABLE MATERIALS AND PROOF ROWNG. MATERIAL IN SOFT SPOTS FITTINGS INCHES THROUGH 24-INCHES IN DIAMETER SHALL BE DUCTILE IRON FITTINGS IN OR AASHTO M-294 (12" TO 301. _ CI8. BASEROCK 1 TEST/4000 S.F./UFT (4 TESTS MINIMUM) WITHIN AREAS TO BE IMPROVED SHALL BE REMOVED TO THE DEPTH REQUIRED (AS DIRECTED CONFORMANCE WITH AWWA C-153 OR AWWA C-110. THE MINIMUM WORKING PRESSURE FOR IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW AU. OF NE DOCUMENTS AND BY THE OWNER'S REPRESENTATIVE) TO PROVIDE A FIRM FOUNDATION AND SHALL BE ALL NJ T IRON OR DUCTILE IRON FITTINGS 4-INCHES THROUGH 24-INCH IN DIAMETER Imm PLANS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF ASPHALT 1 TEST/6000 S.F./LIFT (4 TESTS MINIMUM) REPLACED WITH SUITABLE COMPACTED BACKFILL SHALL BE 350 PSI FOR MJ FITTINGS AND 250 PSI FOR FLANGED FITTINGS. CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS/PLANS 94. CONTRACTOR SHALL DESIGNATE THE PIPE MATERIAL ACTUALLY INSTALLED ON THE FIELD CC RELATIVE TO THE SPECIFICATIONS OR THE APPLICABLE CODES, IT IS THE CONTRACTOR'S 49. GRANULAR BASEROCK SHALL CONFORM TO THE REQUIREMENTS OF OSSC (COOT/APWA) 77. ALL WA 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 RESPONSIBILITY TO NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING PRIOR TO NE 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 DIRECTED. WATER SERVICE LINES SHALL BE INSTALLED WITH DRAWINGS. Q A MINIMUM 30-INCH COVER. DEEPER DEPTHS MAY BE REQUIRED AS MOWN ON THE OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE OWNER'S REPRESENTATIVE TRENCH AC RESTORATION 1 TEST/200 FOOT TRENCH FT (4 TESTS MINIMUM MAXIMUM DRY DENSITY PER AASHTO T-180 TEST METHOD (MODIFIED PROCTOR). WRITTEN DRAWINGSI OR TO AVOID OBSTRUCTIONS AND CONFLICTS. 95. STORM DRAIN INLETS SHALL BE SET SQUARE WITH BUILDINGS OR WIN THE EDGE OF THE SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO N ) BASEROCK COMPACTION TEST RESULTS FROM AN INDEPENDENT TESTING LABORATORY MUST L PARKING LOT OR STREET WHEREIN THEY UE. STORM DRAIN INLET STRUCTURES AND PAVING 0 COMPLETE THE SCOPE OF WORK AS DEFINED BY NE DOCUMENTS/PLANS IN FULL BE RECEIVED BY NE OWNER'S AUTHORIZED Rtrntstr4TATIVE BEFORE PLACING A.C. 78. THRUST RESTRAINT SHALL BE PROVIDED ON ALL BENDS, TEES AND OTHER DIRECTION SHALL BE ADJUSTED SO WATER FLOWS INTO THE STRUCTURE WITHOUT PONDING WATER. �r CO COMPLIANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES. PAVEMENT. CHANGES PER LOCAL JURISDICTION REQUIREMENTS AND AS SPECIFIED OR SHOWN ON THE WATER PRESSURE WITNESSED BY CITY OR OWNER'S REP. DRAWINGS. All RESTRAINED MECHANICAL JOINT FITTINGS SHALL INCLUDE THE REQUIRED 96. UNLESS OTHERWISE APPROVED BY THE ENGINEER, AU. STORM DRAIN CONNECTIONS SHALL BE 11.16. 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 (COOT/APWA) NUMBER OF PUSH-ON PIPE JOINT RESTRAINTS TO OBTAIN THE NECESSSARY PIPE BY MANUFACTURED TEES, WYES OR SADDLES. CI 0 APPUCABLE PROVISIONS OF THE APPROVING AGENCIES' CONSTRUCTION STANDARDS, WATER BACTERIAL PER OREGON HEALTH DIVISION REQUIREMENTS7. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, ALL STORM PIPE INLETS AND OUTFALLS 0C THE 00744 HOT MIXED ASPHALT CONCRETE (HMAC) PAVEMENT. A.C.ACPAVEMENT SHALL BE LEVEL RESTRAINED LENGTH. N MOST RECENT 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.C. PAVEMENT SHALL BE COMPACTED TO A 79 ALL VALVES SHALL BE FLANGE CONNECTED TO ADJACENT TI=ES OR GROSSES UNLESS SPS- BE BEVELS) FLUSH TO MATCH THE SLOPE WHEREIN THEY LIE T OF THE INTERNATIONAL BUILDING CODE (IBC), APWA STANDARDS, OREGON HEALTH DIVISION MINIMUM OF 91% OF MAXIMUM DENSITY AS DETERMINED BY THE RICE STANDARD METHOD. 0... r WRITTEN AC PAVEMENT COMPACTION TEST RESULTS FROM AN INDEPENDENT TESTING OTHERWISE SHOWN OR APPROVED BY NE ENGINEER. 98. DEFLECT STORM SEWER PIPE INTO CATCH BASINS AND MANHOLES AS REQUIRED. MAXIMUM (ORD), AND THE DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) WHEREIN EACH HAS LABORATORY MUST BE RECEIVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE BEFORE 80. WATER SERVICE PIPE ON THE PUBLIC SIDE OF THE METER SHALL CONFORM TO APPROVING JOINT DEFLECTION SHALL NOT EXCEED 5 DEGREES DR MANUFACTURERS RECOMMENDATIONS, CC T o JURISDICTION. SEWER AIR TEST PER CITY/APWA REQUIREMENTS. WITNESSED BY OWNER'S REP. FINAL PAYMENT. AGENCY CONSTRUCTION STANDARDS. WHICHEVER IS LESS. . 5 10. CONTRACTOR SHALL AT ALL TS ABIDE BY APPUCABLE SAFETY RULES OF OSHA, IN SEWER MANDREL 95% OF ACTUAL PIPE DIAMETER. WITNESSEDPARTICULACULAR NOSE REGULATIONS PERTAINING TO ADEQUATE SHORING AND TRENCH BY OWNER'S REP. 51. FOR PARKING LOTS OR PRIVATE ACCESS DRIVES, NE FINAL UFT OF A.C. PAVEMENT SHALL 81. WATER SERVICE PIPE 3-INCH AND SMALLER ON THE PRIVATE SIDE OF THE METER SHALL BE 99. UNLESS OTHERWISE SHOWN OR DIRECTED, INSTALL STORM SEWER PIPE IN ACCORDANCE WITH PROTECTION FOR WORKMEN. SEWER MANHOLE 1 VACUUM TEST PER MANHOLE (CITY/APWA STANDARDS). NOT BE PLACED UNTIL AFTER INE BUILDING IS FULLY ENCLOSED AND WEATHERPROOF, SCHEDULE 80 PVC. WATER SOME PIPE 4-INCHES AND LARGER ON THE PRIVATE SIDE OF MANUFACTURER'S INSTALLATION GUIDELINES. 11. CONSTRUCTION OF ALL PUBLIC FACILITIES SHALL BE DONE WITHIN THE HOURS PERMITTED BY WITNESSED BY OWNER'S REP. UNLESS OTHERWISE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. NE METER SHALL BE ASTM D2241 DR 21 (200 PSI) OR AWWA C900 PVC PIPE (DR 18), 100. BEFORE MANDREL TESTING OR FINAL ACCEPTANCE, FLUSH AND CLEAN AU. STORM DRAINS, THE GOVERNING JURISDICTION. 52. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN WIN RUBBER GASKETS CONFORMING TO ASTM 1477. PRIVATE WATER SERVICE PIPING SHALL AND REMOVE ALL FOREIGN MATERIAL FROM THE PIPES, MANHOLES AND CATCH BASINS. DR FINISH CONTOUR LINES SHOWN. BE HYDROSTATICALLY PRESSURE TESTED TO A MINIMUM OF 150% OF THE MAXIMUM STATIC ALL FINISH GRADE ELEVATIONS AND/ 12. NE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT IN STORM MANDREL 95% OF ACTUAL PIPE DIAMETER. WITNESSED BY OWNER'S REP. PRESSURE AT THE SITE. ALL MATERIALS AND WORKMANSHIP FOR PRIVATE WATER LINES 101. CONTRACTOR SHALL CONDUCT DEFLECTION TEST OF FLEXIBLE STORM SEWER PIPES BY W ACCORDANCE WITH THE APPROVED CONSTRUCTION DRAWINGS INCLUDING SUCH INCIDENTALS 53. FINISH PAVEMENT GRADES AT TRANSITION TO EXISTING PAVEMENT SHALL MATCH EXISTING SHALL BEE;INSTALLED IN CONFORMANCE WITH OPSC REQUIREMENTS BY A LICENSED PLUMBER. PUWNG AN APPROVED MANDREL THROUGH THE COMPLETED PIPELINE FOLLOWING TRENCH11 AS MAY BE NECESSARY TO MEET APPLICABLE AGENCY REQUIREMENTS AND PROVIDE A PAVEMENT GRADES OR BE FEATHERED PAST JOINTS WIN EXISTING PAVEMENT AS REQUIRED 82 DOMESTIC, IRRIGATION AND FIRE BACKFLOW PREVENTION DEVICES AND VAULTS SHALL COMPACTION. THE DIAMETER OF THE MANDREL SHALL BE 95% OF NE INITIAL PIPE DIAMETER. TEST SHALL BE CONDUCTED NOT MORE THAN 30 DAYS AFTER THE TRENCH CONCRETE SLUMP 1 SET OF CYLINDERS/100 C.Y. OF CONCRETE POURED PER DAY. CONFORM ,TO REQUIREMENTS OF PUBUC AND/OR PRIVATE AGENCIES HAVING JURISDICTION. BACKFIWNG AND COMPACTION HAS BEEN COMPLETED. 0 COMPLETED PROJECT. TO PROVIDE A SMOOTH, FREE DRAINING SURFACE. 13. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR SLUMP AND AIR TESTS REQUIRED ON SAME LOAD AS CYLINDERS. 54. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENT BOXES, GAS VALVES, THE CON CTOR SHALL BE RESPONSIBLE FOR HAVING BACKFLOW DEVICES TESTED AND PRIOR TO NE 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. 102. ALL NEW FRANCHISE AND PRIVATE UTILITIES (POWER, CABLE TV, TELEPHONE, GAS, DATA, 31. IN ADDITION TO IN-PLACE DENSITY TESTING, THE SUBGRADE AND BASEROCK SHALL BE BUILDING LAYOUT BY CAREFUL REVIEW OF NE SITE PLAN AND LATEST ARCHITECTURALTHE PAVEMENT, SIDEWALK, LANDSCAPED AREA OR MEDIAN STRIP WHEREIN THEY LIE VERIFYALARMS, ETC.) SHALL BE INSTALLED UNDERGROUND IN CONFORMANCE WITH PROOF-ROLLED WIN A LOADED 10-YARD DUMP TRUCK PROVIDED BY THE CONTRACTOR. COMMUNICATION,83. CONTRAC SHALL PROVIDE ALL NECESSARY EQUIPMENT AND MATERIALS (INCLUDINGUTILITY SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. INSTALLATION Z PLANS (INCLUDING, BUT NOT UNITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, THAT ALL VALVE BOXES AND RISERS ARE CLEAN AND CENTERED OVER THE OPERATING NUT. AND FIRE SUPPRESSION PIAN, WHERE APPLICABLE). CONTRACTOR SHALL IMMEDIATELY BASEROCK PROOF ROLL SHALL TAKE PLACE IMMEDIATELY PRIOR TO (WITHIN 24 HOURS OF) PLUGS, 13LOWOFFS, 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 OF MANHOLES SHOWN WITHIN PAVEMENT ARE APPROXIMATE AND WATERLINES PER PUBLIC AGENCY REQUIREMENTS PRIOR TO PLACING INTO SERVICE SEWER, OR STORM SEWER IS PROHIBITED. O NOTIFY THE OWNER'S REPRESENTATIVE AND ARCHITECT OF ANY DISCREPANCIES. PATTERN OF PROOF ROLL TO BE AS DIRECTED BY OWNER'S REPRESENTATIVE OR APPROVING SHALL MATCH FINAL FINISHED PAVEMENT GRADES. RIM ELEVATIONS OUTSIDE OF PAVEMENT SHALL BE SET 3" ABOVE FINISHED GRADE, UNLESS OTHERWISE DIRECTED OR SHOWN ON THE 84. THE WORK SHALL BE PERFORMED INA MANNER DESIGNATED TO MAINTAIN WATER SERVICE 103. CONTRACTOR SHALL COORDINATE WITH POWER, TELEPHONE AND CABLE TV COMPANIES FOR 14. CONTRACTOR SHALL REFER TO ARCHITECTURAL BUILDING PLANS FOR EXACT LOCATIONS AND AGENCY. CRAVINGS. TO BUILDINGS SUPPUED FROM THE EXISTING WATERLINES. IN NO CASE SHALL SERVICE TO LOCATION OR RELOCRTION OF 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 INTERRUPT(=D FOR MORE THAN FOUR (4) HOURS IN ANY SHAD_ BE PLACED INA LOCATION OUTSIDE THE PROPOSED SIDEWALK LOCATION. Co) DIMENSIONS, AND EXACT UTILITY 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 BUSINESSES A MINIMUM OF 24 BUSINESS HOURS (1 BUSINESS DAY) BEFORE ANY 104. POWER, TELEPHONE AND N TRENCH1NG AND CONDUITS SHALL BE INSTALLED PER UTILITY15. ANY INSPECTION BY THE CITY, COUNTY, AKS, OWNER'S REPRESENTATIVE, OR OTHER ALL ENGINEERED FILLS WERE PLACED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS GEOTECHNICAL ENGINEER FOR NE PROJECT. COMPANY REQUIREMENTS WITH PULL WIRE CONTRACTOR SHALL VERIFY WITH UTILITY INTERRUPTION OF SERVICE. COMPANY FOR SIZE, LOCATION AND TYPE OF CONDUIT BEFORE CONSTRUCTION, AND SHALL AGENCIES SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO AND CONTRACT DOCUMENTS. 11 PERFORM THE WORK IN STRICT COMPLIANCE WITH THE CONTRACT DOCUMENTS, APPLICABLE 57. ALL PLANTER AREAS AND OPEN SPACE SHALL BE BACKFILLED WITH APPROVED TOPSOIL IN 85, WHENEVER POSSIBLE THE BOTTOM OF 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 TOP OF SANITARY SEWER LINES AT CROSSINGS WITH ONE FULL LENGTH OF THE COMPANY REQUIREMENTS. ALL CHANGES IN DIRECTION OF UTILITY CONDUIT RUNS SHALL II 16. IF THE CONTRACTOR 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 UK CENTERED AT THE CROSSING. WHERE SANITARY SEWER ONES CROSS ABOVE OR HAVE LONG RADIUS STEEL BENDS. CO WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITIES MAY EXIST REPRESENTATIVE. WITHIN 18-INCHES VERTICAL SEPARATION BELOW A PUBLIC WATER UNE, SEWER MAINS 105. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH FRANCHISE: UTILITIES FOR REMOVAL OR :. DEVIATIONS, CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS WITHIN NE WORK AREA. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND SIZES OF ALL 58. CONTRACTOR SHALL SEED AND MULCH ALL EXPOSED SLOPES AND DISTURBED AREAS, WHICH AND/OR SI=RVICE LATERALS SHALL BE REPLACED WITH A FULL LENGTH OF C900 PVC PIPE RELOCATION OF POWER POLES, VAULTS, PEDESTALS, MANHOLES, ETC. TO AVOID CONFLICT Z 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 THE CROSSING IN ACCORDANCE WITH OAR 333. CONNECT TO WITH CITY UTILITY STRUCTURES, FIRE HYDRANTS, METERS, SEWER OR STORM LATERALS, ETC. Q 34. ANY UTILITIES LOCATED IN THE FIELD THAT THE CONTRACTOR DISRUPTS OR DAMAGES SHALL EXISTING SEWER LINES 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 UTILITY STRUCTURES (VAULTS, PEDESTALS, LIGHT POLES, ETC.) SHAD. 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, A MINIMUM OF 1 FOOT FROM ANY PROPERTY CORNER OR SURVEY MONUMENT. 0 TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED FOR THE SUITABLE TEMPORARY SERVICE UNTIL REPAIR CAN BE COMPLETED. THE COST OF THE IS REQUIRED BETWEEN PUBLIC WATER AND SANITARY SEWER LINES AND MANHOLES. ALL CONTRACTOR TO PERFORM HIS WORK. REPAIR OR TEMPORARY SERVICE SHALL BE BORNE BY THE CONTRACTOR. 60. THE CONTRACTOR IS RESPONSIBLE TO ENSURE 1.0% MINIMUM SLOPE ON ALL NEW CONCRETE PUBLIC CONSTRUCTION SHALL CONFORM TO DEQ AND OAR 333 REQUIREMENTS FOR AMERICANS WIN DISABILITIES ACT (ADA) NOTES 35. NOTIFY THE OWNER AND OWNER'S REPRESENTATIVE IMMEDIATELY OF ALL UTILITIES EXPOSED. AND ASPHALT SURFACES TO PREVENT PONDING. ANY DISCREPANCIES THAT MAY AFFECT SEPARATION. 18. CONTRACTOR SHALL MAINTAIN ONE (1) COMPLETE SET OF APPROVED PLANS ON THE ADA COMPUANCE, PUBLIC SAFETY, OR PROJECT COST MUST BE IDENTIFIED IN WRITING TO 1. CONTRACTORS SHALL EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF CONSTRUCTION SITE AT ALL TIMES WHEREON HE WILL RECORD ALL APPROVED DEVIATIONS IN UNIDENTIFIED UTILITIES SHALL NOT BE DISRUPTED OR CUT UNTIL OWNER OR OWNER'S THE OWNER'S REPRESENTATIVE IMMEDIATELY. PROCEEDING WITH CONSTRUCTION WITHOUT 87. PRIVATE WATER LINES SHALL HAVE A MINIMUM OF 12-INCHES CLEAR ABOVE THE TOP OF ADA ACCESSIBLE COMPONENTS ON THE PROJECT. THE ADA COMPONENTS MUST COMPLY WITH DESIGN® BY: JDS CONSTRUCTION FROM THE APPROVED DRAWINGS, AS WELL AS LOCATIONS AND DEPTHS OF REPRESENTATIVE HAS APPROVED THE CUT OR DISRUPTION. PRIVATE SANITARY SEWER LINES ANDA MINIMUM OF 12-INCHES OF HORIZONTAL SEPARATION ALL LOCAL, STATE, AND FEDERAL ACCESSIBILITY RULES, CODES, AND REGULATIONS. OWNER S REPRESENTATIVE AUTHORIZATION AND REVIEW OF THE DISCREPANCY {S AT THE DRAWN BY: JMD ALL EXISTING UTILITIES ENCOUNTERED. THESE FIELD RECORD DRAWINGS SHALL 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 SHALL BE SOLID WALL PVC IN CONFORMANCE WITH ASTM 03034, SDR PUBLIC TRANSPORTATION, AND PEDESTRIAN ACCESSWAYS TO THE POINT(S) OF ACCESSIBLE OWNER'S REPRESENTATIVE UPON REQUEST. MONUMENTS) PRIOR TO CONSTRUCTION. IF ANY SURVEY MONUMENTS ARE REMOVED, 61. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS.6-INCHES NOMINAL CURB EXPOSURE USED FOR DESIGN OF ALL PARKING LOT GRADES, MINIMUM STIFFNESS SHALL BE 46 PSI PER ASTM 0-2412 AND JOINT TYPE SHALL BE BUILDING INGRESS AND EGRESS SHALL COMPLY WITH ADA CODE REQUIREMENTS. . . AS NOTED 19. UPON COMPLETION OF CONSTRUCTION OF AU_ NEW 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 3. PARKING SPACE AND AISLE SLOPE SHALL NOT EXCEED 1:48 (1/4" PER FOOT OR NOMINALLY DATE2/21/2018 CLEAN SET OF FIELD RECORD DRAWINGS CONTAINING ALL AS-BUILT INFORMATION TO NE SHALL RETAIN AND PAY FOR THE 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 OWNER'S 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 WORKMANSHIP FOR PRIVATE SANITARY SEWERS SHALL BE INSTALLED IN CONFORMANCE WITH 2076) IN ANY DIRECTION. k % P4 DRAWINGS SHALL BE SUBJECT TO VERIFICATION. IF SIGNIFICANT ERRORS OR DEVIATIONS ARE PRIOR TO SUBSTANTIAL COMPLETION OF THE PROJECT. THE MONUMENTS SHALL BE SO AS TO ALLOW DRAINAGE FROM THE STREET TO THE GUTTER AND THROUGH ANY OPSC REQUIREMENTS. 4. CURB RAMP SLOPE SHALL NOT EXCEED 1:12 (8.3X) FOR A MADOMUM OF SIX (6} FEET. A V 4.,4,X,(°''' E NOTED, AN AS-BUILT SURVEY PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL REPLACED WITHIN A MAXIMUM OF 90 DAYS, AND THE COUNTY SURVEYOR SHALL BE NOTIFIED TRANSITIONS. THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE IN WRITING 89. OPENINGS FOR CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE-DRIWNG in82PE LAND SURVEYOR SHALL BE COMPLETED AT THE CONTRACTORS EXPENSE. IN WRITING AS REQUIRED BY PER ORS 209.150. OF ANY GRADE DISCREPANCIES OR PROBLEMS PRIOR TO CURB PLACEMENT. NE EXISTING MANHOLE STRUCTURE, AND 1NSTAWNG A RUBBER BOOT. CONNECTIONS SHALL 5. LANDINGS SHALL BE PROVIDED AT EACH END OF RAMPS, SHALL HAVE POSITIVE DRAINAGE, 37. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE 63. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS WHERE SHOWN IN ACCORDANCE BE WATERTIGHT AND SHALL PROVIDE A SMOOTH FLOW INTO AND THROUGH THE MANHOLE AND SHALL NOT EXCEED 1:48 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. `8 OREGON 4 20. CONTRACTOR SHALL CONFORM TO DEQ STORMWATER PERMIT NO. 1200CN FOR CONSTRUCTION WITH NO PONDING. SMALL CHIPPING HAMMERS OR SIMILAR LIGHT TOOLS WHICH WILL NOTy � °° � ACTIVITIES THAT DISTURB BETWEEN ONE AND FIVE ACRES. NEW FACILITIES CROSS. ALL UTILITY CROSSINGS SHOWN ON THE DRAWINGS SHALL BE WITH CURRENT ADA REQUIREMENTS. 6. PAN OF TRAVEL ALONG ACCESSIBLE ROUTE SHALL PROVIDE A MINIMUM OF 36 INCH tiA f 29, 1 `P? POTHOLED USING HAND TOOLS OR OTHER NON-INVASIVE METHODS PRIOR TO EXCAVATING OR DAMAGE OR CRACK THE MANHOLE BASE MAY BE USED TO SHAPE CHANNELS, BUT MAY BE UNOBSTRUCTED WIDTH OF TRAVEL NE SLOPE SHALL BE NO GREATER THAN 1:20 (5.0% OR P. CHR IS � 21. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL MEASURES IN BORING. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS 64. SIDEWALKS SHALL BE A MINIMUM OF 4--INCHES THICK AND STANDARD DRIVEWAYS SHALL BE USED TO ENLARGE EXISTING OPENINGS ONLY IF AUTHORIZED IN WRITING BY THE OWNER'S o A MINIMUM OF 6--INCHES THICK. COMMERCIAL USE DRIVEWAYS SHALL BE MINIMUM 8-INCHES 5/8' PER FOOT) IN THE DIRECTION OF TRAVEL, AND SHALL NOT EXCEED 1:48 (1/4' PER ACCORDANCE WITH DEB'S EROSION AND SEDIMENT CONTROL MANUAL, CURRENT EDITION, AND FAR ENOUGH AHEAD OF CONSTIRUCTION TO MAKE NECESSARY GRADE OR ALIGNMENT REPRESENTATIVE. USE OF PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED. RENEWAL DATE: 12/31/19 DA THICK. ALL CURBS, SIDEWALKS AND DRIVEWAYS SHALL BE CONSTRUCTED USING 3300-PSI FOOT OR NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER EROSION CONTROL STANDARDS OF THE LOCAL JURISDICTION. MODIFICATIONS WITHOUT DELAYING THE WORK. IF GRADE OR ALIGNMENT MODIFICATION IS CONCRETE, AND SHALL BE CURED WITH TYPE 1 OR TYPE 1D CLEAR CURING COMPOUND. 90. PROJECT PLUMBER SHALL INSTALL BACKFLOW PROTECTION FOR SANITARY SYSTEM IN THAN 1:20 (5.0%), AN ACCESSIBLE RAMP WIN A MAXIMUM SLOPE OF 1:12 (8.3%) FOR A REVISIONS NECESSARY, CONTRACTOR SHALL NOTIFY THE ENGINEER, AND NE ENGINEER OR THE c 22 ELEVATIONS SHOWN ON THE DRAWINGS ARE BASED FROM WASHINGTON COUNTY GEODETIC OWNER'S RPRESENTATIVE SHALL OBTAIN APPROVAL FROM THE CITY PRIOR TO ACCORDANCE WITH CHAPTER 7 OF THE OREGON PLUMBING SPECIALTY CODE, IF REQUIRED. MAXIMUM DISTANCE OF 30 FEET SHALL BE PROVIDED INCLUDING HANDRAILS. THE RAMP o ELEVATION 275.00(NGVD 1929 DATUM), OFA 65. PRIOR TO INSTALLATION OF CURB, GUTTER, ADA RAMPS, OR SIDEWALK THE OWNERS SHALL HAVE ACCESSIBLE HAND RAILS AND LANDINGS ON EACH END WITH A SLOPE IN ANY CONTROL POINT NO. GC 22-028, ) CONSTRUCTION. REPRESENTATIVE AND/OR CITY INSPECTOR SHALL BE CONTACTED TO INSPECT STRING UNE, 9i. CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS, EQUIPMENT AND FACIUTIES TO DIRECTION NOT EXCEEDING 1:48 (1/4' PER FOOT OR NOMINALLY 2 S 2-1/2 INCH (BRASS DISK); LOCATED AT INTERSECTION OF SW 72ND AVENUE AND HIGHWAY 99W - ON THE EAST 510E OF THE ENTRANCE TO FRED MEYER. SURVEYING FOR DESIGN 38► All FACILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR UNLESS OTHERWISEN. BASEROCK, AND FORMWORK. TEST SANITARY SEWER PIPE AND APPURTENANCES FOR LEAKAGE 1N ACCORDANCE WITH ' SHOWN OR DIRECTED. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO TESTING SCHEDULE STATED ABOVE OR THE CITY'S CONSTRUCTION STANDARDS, WHICHEVER 7. DOORWAYS SHALL HAVE A LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS JOB NUMBER 5077I-- cp WAS COMPLETED BY AKS ENGINEERING AND FORESTRY AT (503) 563-6151. PPORT, MAINTAIN, OR OTHERWISE PROTECT LASTING UTILITIES AND OTHER FACILITIES AT 66. WHERE TRENCH EXCAVATION REQUIRES REMOVAL OF PCC CURBS AND/OR SIDEWALKS, THE ARE M STRINGENT. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR SLOPED NO MORE THAN 1:48 (1/4 PER FOOT OR NOMINALLY 2.DIl►} FOR POSITIVE 23. THE CONTRACTOR SHALL COORDINATE WITH THE SURVEYOR RETAINED BY THE OWNER OR ALL TIMES DURING CONSTRUCTION. CONTRACTOR TO LEAVE EXISTING FACILITIES IN AN 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 6O INCHES (5 FEET LONG, RETAIN AND PAY FOR THE SERVICES OF A REGISTERED CIVIL ENGINEER AND/OR LAND EQUAL OR BLI ItK--THAN--ORIGINAL CONDITION. OTHERWISE AUTHORIZED IN WRITING THE CITY OR OWNER'S REPRESENTATIVE. THE SAWCUT LATERALS, AND VACUUM TESTING OF THE MANHOLES. MANHOLE TESTING SHALL BE EXCEPT WHERE OTHERWISE PERMITTED BY ACCESSIBILITY STANDARDS FOR ALTERNATIVE SHEET Z SURVEYOR LICENSED IN THE STATE OF OREGON TO ESTABLISH CONSTRUCTION CONTROL AND LINES SHOWN ON THE DRAWINGS ARE SCHEMATIC AND NOT INTENDED TO SHOW THE EXACT PERFORMED AFTER COMPLETION OF A.C. PAVEMENT AND FINAL SURFACE RESTORATION. DOORWAY OPENING CONDITIONS AND APPROVED BY THE OWNER'S REPRESENTATIVE. 39. UTILITIES OR INTERFERING PORTIONS OF UTILITIES THAT ARE ABANDONED IN PLACE SHALL BE ALIGNMENT OF SUCH CUTS. PERFORM INITIAL CONSTRUCTION NSTRUCTION SURVEYS TO ESTABLISH THE LINES AND GRADES OF REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. 92. BEFORE MANDREL TESTING AND/OR N INSPECTION, FLUSH AND CLEAN ALL SEWERS, COO AND ce cI IMPROVEMENTS AS INDICATED ON THE DRAWINGS. STAKING FOR BUILDINGS, STRUCTURES, THE CONTRACTOR SHALL HAVE ALL OPENINGS CLOSED WITH CONCRETE PLUGS WITH A 67. ALL TAPPING OF EXISTING MUNICIPAL SANITARY SEWER, STORM DRAIN MAINS, AND MANHOLES REMOVE ALL FOREIGN MATERIAL FROM THE MAINLINES AND MANHOLES. CURBS, GRAVITY DRAINAGE PIPES/STRUCTURES AND OTHER CRITICAL IMPROVEMENTS SHALL VINIUUI lu I FNr.TN MI IAi T(3 2 TWFc IIF NAUV D nr TNF AReNnnhJFn pipe MUST BE DONE BY CITY (OR AHJI APPROVED CONTRACTOR. EX STM MH111 CC RIM: 269.69 Q I- EX STM 141-1 EX STM MH ) /i to RIM: 282 00 \ EX SAN MH RIM: 27108 EX SAN MH- `� 1 ! co = !E IN: 277.30 (12 NW) RIM: 273.63 IE IN: 262.64 (15"E) RIM: 270.44 EX STM MH � J EX STM MH IE IN. 276.88 (18N) TAX LOT 2500 IE IN: 259.93 (10"S) IE IN: 261.44 (12pW) EX STM MH TAX LOT 2600IM RIM: _!.-/ / cc a TAX LOT 6502 RIM: 292.66 IE OUT: 276.68 (15 S) TAX MAP 1S 1 36DA IE IN: 8.18 (10 NE) IE IN: 260.85 (15 N) .,� / / u, RIM: 270.61 TAX MAP IS 1 36DA 1 ` = a - - IE OUT: 25$12 (10"SW) IE OUT: 2fi0.55 {15"S) a a TAX MAP 1S 1 36AD -" - - -- -' - - - - �� ;1 r - _ _•_ . . _ DRIVEWAY -- wA� s ' _ EX \ RIMS 27 37 N WO- ! AT 1 _ (--646T1 I ... = r MIA JWAT„' WAT i-- WA7 \ WAT- \ WAT WAT WA WAT- - ■ i�1f1:7 M `Y _�y i r a r r ii \L �S^N. - �- Y / ""'"_,./ -� i N88'17 42 w 1 s.38 w PAS IAN \ \ \ , /_ �,, %' I --�- j ) / ) - - �-- \ - - \\ - - \ _ �-- + oR �2 5 EX STM MH o N m cc z - _l_.___, I� / _ I - - - �- - - - _ RI`�WP"% ___N\ RIM: 275.84 �s `� co Z / / 1 '�; I N I 1 1 N / / / / 7 ry I I S/ll�� -- _� - - SAN r_�f O` / _ / ' /\,.., " r . Z_ �_ (� Jd 1 ' l NO1'3910 E 1.16' p ? / f sTra `'- 11 -`sm IsTM / 15" GMP I /,�\ �+ / _� ~ - ✓ `� °� x O ca ca Q >' • 1 _ wA s - _ R�. ..wry;- / - �- " . } Rll Y DROP 'L �,, F°C-- ,n D _ _ � . 1 R �y`y� j i ) _ ),. ) . , ., , �► z W I 404 CC \ 5132,C41-ii sol - � oILI - - ` ' 1.11.10 -��IA°� \ \ \ EX ` G / ��43 � \ \ tom'�r "'� �...�a ._...�� f J'��' ._. , - _ '/ d La Fri e3 Oz LL 11� - 4 1 , I EX SAN M I' 77 -� - __-- �-- ____. -- r _ .� \ \ ► \ 14 J _ -- -`-=----\\----- ---±,\ _ ._ r ______ = -w . \"\ _ '� `- ' � . 1N26'55'57"W 9.94' a `'VE 7 .5A)(1 " EY r ( 41airi - -\_ ` - �= rr - \� -` f \ 4 \ MI 1 T/ 4 ! ! 1 fE IN:. 256 61 (1 e ---\ -- - _l__ =_ s \ .�- - •-- - ,, \ Z i \ 1 �, *13100 ,-'� I IE OUT: 256. 8 (WSW) 4 .+>� F- ` �, - a v -- --- - -- J ��_ �\ .,• I W \ � II // f LOPE EASEMENT- ' f I ( \9 ` \ 'I'''-- � `'- +f \ -`-265 moi` --___--,1___-_-_-:--, \ \ .e• O cn )4110 0 -11001 410"-----..--- X 41 Y1�¢H S f /PER DOC. N0. \ ' \� ,� --- - /� _ \ ` \ , //� I 1 _ j IM 29 .491 f r r I 85-04573 1 / t \\ `� ` , .. ''.� ► J -- �� \ \ `\ R\' , Q I f J I EX STM MH • ! r 1 1 _ ! RIM: 273.0 0 \ TT`ALL °,slow \{ f u= �� '•.,. `� �\ i WI U P. ?819 . \ \ �, \ 1 a CUL R \ \\, i Q` gc± ' IE IN: 266.771 1D N \ � \ h f ti \ i5 �- \ 1 \ 4 i _� l�T N`J) 1 f J I ( _ \ '� `� ',►,fir �\ �- -~ `�2fiq I IE: 253. t \\ ,\` \ / , \ \ CC 1i / J S l i 1 1 I v l 11E OUT 266.6 (12 } �� l �" . � \\'' `� `�� ' ,, \\ �� ;\ \\ \. \\\ \ i \ 0 / / / 1 \\ , I I� o, rn 1 1 SUMP: 26 .10 / - f ,\ \ •,. , I \ \ f 1 i I ! 1 \ / / IX LINE/-141�� ' 1 N N f I 1 ' 1 ' EXI STM 0 4�-\ l\ �\ \ ,�� \k \ \� sy-----_____V____ \ •+ :\ \ \ \� i ti \ \ Nita FA �. .. .n I w RI : 273 2 �TEIPORARY DRAINA \ , \ r, 1 \ \ \ 1 ` :. :: O iEX 1M G7 0 l �4 ^� �� \ CC J PU KN o Or-°' I I ! I ' I IE BE : 267'.$7 R� SWALE PER DOC. �l ! �o`� \ 't`�y e \ \ \\\ � \ \ } a r +O / 1 i 1 .. I l R1 _9 . 41 J * ' 2x14-x80 11 ,`�( �`4. � 1«, 1.� \�\ \ \ •- `\\' �` ` 2\ �\�. `,\\,1\ \ i f ' go, 1 ... IE! �2 0 1 1 1 1 I ,DESIGN�IE: 261.27 1 1 , , \ �\ \N �,. \ - _ A;,\�\\\�\ TAX LOT 2300 Cn LL VVEE��GG7- v 1 TAX MAP 15 1 360A / / f II _�' - CORRIDOR OU NDW Ai, ' +, � \ ' I ' / / ■ P I T I 31003 1 1 ' I 1 � wS SPL N0. 13 0 ! \ ` ` ,t(\\ \ 14- � ti \\ ; #\\ �`\\ : \ \ i '// ' • •-,• �` a .�\ \ ' 6900 SW ATLANTA ST ...1.,: • \\\ - -- 1:21 lomm _ 11 ' / 1 1 1 • , .. \i ► �� 3 -.-- I 1 1 I 1 I 11 1 r j J I 1 ,11/ 11111)) ilifilIl .,� . �; \�� \ \'-': --\:-A\'' - \ \ �� o0 y I 1 I 3i a 2 1 1 1 ' / l EX 5TM AD *L CH STIYLE 1 � �� ` �� '►. �`�i.. \\\ -255 - �r �~ ```.l \ \ ; 49 1 1 1 1 R 27 .38 l 1 1 ` •► '' \� � \ �\ l ! 1004 1 / / f �, 1 1 �o� \ \t , 1 , \ `~-- _ � i \ �.. i 1 1 1 I 1 EWAT�R: 270.18 f `1. ► # \� _ _ I \ 1 T X L T 542 1 P: 26 .aa I--fl J 1 \\* _\ \ 0 3 7 f I I ' ' SUM 1 TEMPORARII I N �H �r� \ \� 71 TA1 MA1S 1 36AD . ... I ! ' OU N = ! � t � w". \ f \\ \ f oo 1 I i 1x925 S 69TF� AVE1...1_1_ I ' TX LOT/2400/ } ( ) I SWALE PE DJ . � - =.t \ \\ \\ \ 1 ` , \ m moo N \ f 1 •+_�� .. ._- / 1 11' I In GRAVEL 20q4-08 8 `�� \; `� \.I ` EXISTING TREE AREA :r 1 \ �� \ �' l aIMII 1 1 I r 1 I FIXISIN ` ` I I / ARN/A } 1 ' I IIM �2�4 I ESTVEYED CC 1 1 + .�_� !€ E C 2�6q f / '` 1g 1 ! AREA: q46 ACS / / / �1 '' ,• j , � ► \ '1 r►• IN THIS AREA) IyI \I\l, \ f N1 J ., 1 �, DEI II9 OD� *DESfGI IE: 2fi .63 } 5NfTA SEWER \ _ \ yr \ \ \\ \ , . Vf ` y �' 1 ; ' L, ` �� 4m ! r I �1�� r ,�� EA ENT E� DOC 1 1 S 1 , \ �1 \ �\ \. s�=y - sem \ \ \ z Tim Qr 1 4 2x17 012 a , ` \ ,,, �\ \ . r 91 I In ; / l , \, , , , X } ) I . • .1 I 31D� RM: 42 I /` I I / `�' ' \1 \- 1 , ► ♦ Vss•\\\ \ \ \. \ I I. 1 tWpA:11 �8� I 1 / / y \ . \\ moi; y \\ \ , I I ` 31 F�6ULTRA BLOCK ALL ( \,. I ._ ,J 1 I I 1ITH CHAIN LINK FE CE 1 I I �, 0 0 \ t \ \ I 1 I III 1 1 1 1 \ \ .\ \� ,, .\ `` ► , :-\\:, , ; = -� 1 A1 i 1 I I _}6 I I \ 1 y l `1 \ fJ I. \ i wETLAI : \ \ \� �, �.� ,/.+:, - � I:: H A LfIdE�\ :i: Z � II ` I \ / \ II I 1 1 1 f EX STM CO \ r I \ V A >�*UNDARY \\ \ `\ \' 11RIM: 7 .60 '� \ ��1, . 1 � \ \ \ \ \ '. a \ 1t I 1 I \/ 1 ` 1 111 2 I � , : � , I \ \ , \, � 1 ' N � •,\ .� , \ ij 44 ; 1 1111 \\IE ND: 2 2.10 \ \ , \ \� �\ \\ \1I �+ I I 1 `�� EiCzN 2 48 ; \` Il ' � �°` i \+ \. ��'\ \\ \ 1_ _ 1 \,\ C EX S GO \ j s/' � \ , \� \ 1 \ 4 \\ ,l1 , ` -r9� ST1y1�C 1 RIM: 2 .35 \ , \ '• g \ , \ \ \ \: \ 0 CL 4 1 1 p 0 jM,�2 y �� ) I :` 88 3 \ \ \\ I �2�, �` t 1/44 •- � � \\--- •� 1 �I�: - I TEEN 2 0.6 IE ND: 27 65 \ - ,\ _ \� .''k : \ T3 2962' * \ \ �\\ \ �,��,I` \ \\\\,c'\ / t \ } Z ' 1,^4, DE GN E: 79 i 1 .8 ESIG IE: 27 06,:` \\ 1 \ `� t ` \ ' \ , 3111 )(-7-.:01-- J \ E 1 . 1 I , ..- C.. 1' I 1.- f f ,- ''..: -\\ \ \ .\_- '` �I - \ 1 \t \ ---- - , \ ! 1 I 1 I 11 ({ �\ \\\ 1 . l I ay I pOp l \ _ I ; ; \ \� •\\ �Y .\ N \ _ - _ v \ \ i 4 Ac I GR VEL N N \ , \ \\ - \ \� ' '� 1--- it 0_ f�� CO 0 ( 1 ;� 4 `‘ ',1 \ 1 ,._ ,411\ i �•> > -� - - - ... ..- s lr\ \ , ��. \ \ \.may \ , . , , \ ;v \ - - - \ - 7. \\S:\ \'-'-'\--\- \ : , 'N14.1:16:111 ' / LIJ CI 11582 1x12 3101 - \ \ \ _Vt.,... k r ! • • \ OW_ "------ ________"----..:----<_"-----__ ----____"---,......\,\T\11/4-- -------- ----___:-----, .....„,...----_,, .. 9 - --------,a,..‘)1 EX STM�D \� `~�� ~ " �� iklit __ � '.�2: -� y _ ,..� ,� ��: �"��/�„ +� {a-�x>--- - - 'r\---- --\ ' �j�5°44'I I� \- 1 EX STM MH *FLOW CONTROL *LYNCH S 30036, r` �- �= �� =-- .=."'2 : TREE PROTECTION NOTES: \,,,,.,, _ / _ f I i A. NO CHANGES SHALL BE MADE TO ANY ASPECT OF THE APPROVED URBAN FORESTRY I °C PLAN WITHOUT WRITTEN CONSENT FROM THE PROJECT ARBORIST AND CITY ARBORIST. - �i"�� / N W — — \ — �' �� - 1 1 /l\ LLIV B. TREE PROTECTION SHALL BE INSTALLED PRIOR TO ANY GROUND DISTURBANCE WORK. �` -, r - \ - ` -- - - T - - -- r WAi s ' _ ___/....,T_____/ war— — — 4� -- _' / r /� N ;000000.--- =:icc s war war +�IC — — WpS / IWaC. NO PERSON MAY CONDUCT ANY ACTIVITY WITHIN THE PROTECTED AREA OF ANY TREE --'-~\ war- _ w"r 4` �- -wAr ID . /DESIGNATED TO REMAIN, INCLUDING, BUT NOT LIMITED T0, PARKING EQUIPMENT, \ wr I 1 r1 S` 6 d�"' ,,,, P \\ WAr ---� - war- - - -waw ■ - WAT �_ a�"'-wnr--- - _ f _ "' _ = UPLACING SOLVENTS, STORING BUILDING MATERIAL AND SOIL DEPOSITS, DUMPING ' r I Ir 1W UiM�A \ \ \ \ a7 / _ IC cnCONCRETE WASHOUT AND LOCATING BURN HOLES. / 1 } �-- �- -�f / - --�-- - J y - I ' - _ \j - \\ \ \ � _ ' - dl �I5 c z - f D. ATTACHMENTS TO TREES DURING CONSTRUCTION - NO PERSON SHALL ATTACH ANY - I (, I 1 1 g\, / ry / / / �: I f ,�'� -- \ f — —�,n, — — -� io� / _ OBJECT TO ANY TREE DESIGNATED FOR PRESERVATION. 1 \ isr� - - I ___i_ / --- --S- — — Lu e I5 - `� / 1` \ =5= - 5"" / -_ = : :• ; �, > z , --- al I I-sill--- ,l S - I, c� z E. PRIOR TO ANY GROUND DISTURBANCE, THE CONTRACTOR: \\ \ - -----;Vo 44 �` t A a --. ---- -- — ` ! N,>v STM ‘ r,.,' _ -7 --- co. g 1. . . . • ',., 4, fil: 1. SHALL ERECT AND MAINTAIN READILY VISIBLE TREE PROTECTION FENCING ALONG \ \ -- �. �,,,,�� '� ')--.)::-Li t �� _ r T , ` _ -_---- -�. . \„ ► 0 CL - "' "' z i ' 1 "....-_,..a..0,r;�+'' •r Ti - \� �. - __17�- — - _ - - - _ �Jy LtJ CaCOTHE OUTER EDGE AND COMPLETELY SURROUNDING THE PROTECTED AREA OF ALL \ \ \ +11� -� �_ ; , --4-- 1 _ 7 - - • = _ m'\•N.\ �\ -\ r 4zJ o o ILI CCPROTECTED TREES OR GROUPS OF TREES AS SHOWN. ''' 1 i �,y+rr �'`�\ / I L- 4_..1 i 1 , : i 1 1 V 11. --\---- MO \ --= \ -- _��--�� '� �_� - \\ z� z �n ,r, W Niitio ---- / \ ) x ,--; ,-; . z . 2• MAY BE REQUIRED TO COVER WITH MULCH TOA DEPTH OF AT LEAST SIX (6) 1or- * • �, - _��, _a __ f J =�' \ 4#01111.40114. 0/ * �,,,` ��la� � � 1 � � � � � - m �� _� .`� _ �;�\..__.� 65— '''''...1..........."<<:....=",,,i_____....--::.----:11111" _ _ `� \ � _ "�' _- A i c, � a ,Ti l� INCHES, OR WITH PLYWOOD OR SIMILAR MATERIAL, OVER THE ROOT ZONE OFA \ ___•4011 t00 ,;, --- _ / \ ` ftri ;-\ ____ ; }t :. `\ ` . o QTREE IN ORDEER TO PROTECT ROOTS FROM DAMAGE CAUSED BY HEAVY / / -)--- 00 III N I - — , - \\ — Q\.' & x. 1 1 f I �, r� t,� \\\ \. ��\ - RII�OR BO�� \ \ \.. .._ \ N ,� `�rQi Al"' o \. \\ .t , I?ER-CWS-5 N9--.� , N \ \. \ ► Z c `� f --� �� l 1 1 1 C \ \\\ \1 ' \ - \. \ —, ��7g C , \ `\ 1 , ¢ LV .— 3. SHALL PROHIBIT EXCAVATION OR COMPACTING OF EARTH OR OTHER :� \ 1 ` 1 , \ \• \ , \ N -: --'260‘ ' t ` ,..,__,\ `� \ \ i o '- ¢ O POTENTIALLY DAMAGING ACTIVITIES WITHIN THE TREE PROTECTION ZONE. , l \ - : _ / -1111 iI f ' N J cv 1 1 f �+ _s0 1 \\ i 4 lift f - \ '• \\, " \ f i r ---' CD .4C 0 f-) / i ii f 1 i J �`f ` �\ti \ X59Ilk / \ • ' \ ' Q Q o 4. MAY BE REQUIRED TO MINIMIZE ROOT DAMAGE BY EXCAVATION OF A TWO (2) f, 4``---- 1 I iii II �+ ' I / / ! . k) 1\ \ # r` ' I \ \ ` �\ C= x AT THE EDGE OF THE TREE PROTECTION ZONE, TO CLEANLY / / will \ E` ~ conip FEET DEEP TRENCH, i / „ \ ,fr 0 r, f f f f r 1 , 1 r j '"' 1 1 1 \ \ �� \ \ : \'�` \ ; \ cC 15 SEVER THE ROOTS OF TREES TO BE RETAINED. + / r 1 rI f i ! 1 1 ,� 1\ 1 )\\L \ ,\\ \ \ I, c. , 5. MAY BE REQUIRED TO HAVE CORRECTIVE PRUNING PERFORMED ON PRESERVED 1 / / ti ,� I f f ill 1 i 1 I I I I \ \� ` ,} \\ _ N_i___‘‘ \.\ ,�.\',\ i ,A \; - , TREES IN ORDER TO AVOID DAMAGE FROM MACHINERY OR BUILDING ACTIVITY, : f i f I 1 J f f i I \ \' ,., \ _ J \ \ r r \ 411// AND MAY BE REQUIRED TO MAINTAIN TREES THROUGHOUT CONSTRUCTION PERIOD / I _3100 ! \ ''` \\ \ �� z: \ I I ( `I� I I e )) ) ))A)) J \\,,, � \� - ;\ \ \ , \ ► �""" 443C BY WATERING AND FERTILIZING. 1 \ I _ Q - 4 _ •. �► , IIi f I ! fJ 1 ! ! 1 I �� \ \�� \ \C f ;f \ \ EI +�► I1 I C l1l �. , ,, v� — v � t \ \ Cly 6• SHALL MAINTAIN THE TREE PROTECTION FENCING IN PLACE UNTIL THE PROJECT I I -. j :'.' ' •�0► f 1 f / / / i 3' 0 11 1) I i y \ �� A °_,�'4 r \� V`t ARBORIST AND CITY ARBORIST AUTHORIZES THEIR REMOVAL 3100 • ._4.�4 • : 1 f f 1 1 J r. ! ►. A' •�� \ �\ } .. ��► f Tq LOT 2400 Q I lfl l I ,/ `. t \\, . , , 255 - ..,,, \ - \ , 0 7• SHALL ENSURE THAT ANY LANDSCAPING DONE IN THE TREE PROTECTION ZONE a -- ' :..: :.�� TAX MAP 1 1 36DA I �� `� ' ` ; \' `, \ \ - X 4 \ '\ - THEREMOVAL OF THE BARRIERS SHALL BE ACCOMPLISHED I A Ld 02 �' # ; ,�� J f ' ADDRESS N A ' I 1 • 1 1 I I � � \ �\ : \ -__\ \ `- \ CC CO SUBSEQUENTTO Q E T T �� / l i \ ► WITH UGHT MACHINERY OR HAND LABOR. USE PLANT MATERIALS WITH TAX MAP 1 3 AD i l ` + :f _: f ' AREA: 46 AC± f f 1 , ____\ `-.../• -•:_—,-1.0-- '` `: \F \ \r \ � ` (,� COMPATIBLE WATER REQUIREMENTS TO TREE TO BE PRESERVED AND DIRECT 1092 SW 6g , . J• , . f '"--(=____ \ _ • �\ \ . , _ -, '\ \ a SPRAY IRRIGATION AWAY FROM TRUNKS. j ,. . : ..�:1_`� I / IAllia;-\4_y_l � _ ` EXISTING TREE AREA i ► I I I: ' i '� . 1 - ( \ "•-- + 1 \ \ \ x \ • \ _ - __ (TREES NOT SURVEYED 1 \ ', N \ \ - , 0 1 rn �. /1 i d ✓ / \� \ \ IN THIS AREA) \ \ 1 F. THE GRADE SHALL NOT BE ELEVATED OR REDUCED WITHIN THE TREE PROTECTION ` —_ _� �, j ` I � �. / 1 \; 4 ►,. \ `S ,., \` I N ZONE WITHOUT THE PROJECT ARBORISI'S AUTHORIZATION. THE PROJECT ARBORIST �- _ 1 / \ tlki6 : ' ' 111111 o / �r \, \ \ I' \ .MAY ALLOW COVERAGE OF UP TO ONE HAL= OF THE AREA OF THE TREES ROOT 1. I ; » .. I J —2 3 E NG A I \` •� � y `\ '_4 \ �\ t l Q ZONE WITH UGIT SOILS (NO CLAY) TO THE MINIMUM DEPTH NECESSARY TO CARRY ` I ?..- �vf4 °•'I" 41 4.• �► I I ( ' 1 , I�ALITY S ALd / / 4 �\ �� ` `�E\ \: - ',141t \ ' \ \ ' \• '- \ I I r ) fl OUT GRADING OR LANDSCAPING PLANS, !F !T WILL NOT IMPERIL THE SURVIVAL OF I �� -_ -3-+1;.141.'''''''...:1•I':•........ 1 �! ` ` ! I /1 0� • \ ,\ °� \ I (I) " CC I 4 �\ THE TREE. AERATION DEVICES MAY BE REQUIRED TO ENSURE THE TREES SURVIVAL - �I` 31 t � li • `�° '� , 1 \ ' \ 9�'� �� \ \ I 1� I r1. 4I • \ , :..\ \ N G. IF THE GRADE ADJACENT TO A PRESERVED TREE IS RAISED SUCH THAT IT COULD ' ; \ \f Q 3100► !! I r 'i1,' \ \ I --)74:-, , - E' / / / \ '� \ .4;10 ' 7 i • ,1, \ �t \. 1� '- SLOUGH CL SLOUGH OR ERODE INTO THE TREE PROTECTION ZONE, IT SHALL BE PERMANENTLY `: # 1 I ` \ N -"` i , n I 4 } I \t. / WERAND _ ---:•-\-- \;\ 1 ` \ �\ \\' '°,,,feriFfoi.-.-j1;•c----\\, \,_ -\_ \ ` R CC T STABILIZED TO PREVENT SUFFOCAl10N OF THE ROOTS. I \ 111 II11 \ I '' ?c �BOUNDAR ' \\ \ ! \ `, _ \ E t � \ 1 A I _ ` 1 \ 1 1 , .! .1 .� S _� ._ 4� S \S !t '.+ .� \ � e .l ,\ At w �� I� R LI H. AN IMPERVIOUS SURFACE SHALL NOT BE INSTALLED WITHIN THE TREE PROTECTION I \ 11 \ `` = \ - \ r I \� . \ , ZONE OF ANY TREE TO BE PRESERVED WITHOUT THE AUTHORIZATION OF THE • I j y 1 1 l \ 1 f \ / \ \ �\ \ S\ PROJECT ARBORIST. THE PROJECT ARBORIST MAY REQUIRE SPECIFIC CONSTRUCTION 4 I \%9. I' `` \ 111 • f ! II 1 :,.. ! \ \ . \ : `/ 44 a \_ \ '. ` \' •METHODS AND OR USE OF AERATION DEVICES TO ENSURE THE TREE'S SURVIVAL AND \ + y. 11 1 \\ \ \ t ' �� \ \\\ 1 \ \ \ ► TO MINIMIZE THE POTENTIAL FOR ROOT INDUCED DAMAGE TO THE IMPERVIOUS :•' \ \\ \ \ \ \ \ \ �\ " '\ \ \ \ I SURFACE. 96, \\ \ \ \ \ \ \ `t.., \ '' \ \ \ \� \ 1 \ ,Y \ \ ❑ I. TO THE GREATEST EXTENT PRACTICAL, UTILITY TRENCHES SHALL BE LOCATED l r A I - - fr . �N,`\V, \ '\ �. �, \ \ EXISTING TREE STAND1 ;A- , \� OUTSIDE OF THE TREE r item r cu nON ZONE OF TREES TO BE PRESERVED. THE PROJECT 1 ` --- t- / 310+0 0 / i :� r-- k r _ \ ` ' L \ \ \ `. �„` r IARBORIST MAY REQUIRE THAT UTILITIES BE TUNNEIID UNDER THE ROOTS OF TREES 4 �n ,n + ` ir, I 10 ' . , ' % \---\ , ' , \ L \ _ .�. \ r JPR T ARBORIST DETERMINES THAT TRENCHING WOULD ,� + 1 � f N 1 � -� / ' LI/ �' � \ coco1 �. . \ '\�, �, �� \` `�- � \ � '� -"' •�: _ _ _ � "�� ,�"� � \ 'TO BE PRESERVED IF THE OJEC k __ \ l co � \ -- ` \ �c \ J SIGNIFICANTLY REDUCE THE CHANCES OF THE TREES SURVIVAL 1" •. `�� - o_ I -TS -� 1 \ 1 , \'_ _ � \\ \ �\ ► i \:\ .•,. -• ''- , \ ', \ ', '14 al h --- Oc I --- ' -.\,- _,N. N 11.4.04.4.450" ---- - _ ' \N / ',,/ =', Aiiff„ , - • \ . " \ 44+ . I\ \ . ) < J. DIRECTIONAL FEWNG OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES 1 di - r,nisni � \ ^ ^ I ` 441 '' .._. -\ \ ' \ s' '`,..,,4WIP . \ 1 > Z DESIGNATED FOR PRESERVATION. A �1�.:. to a•� i. rfi1? �\ \ '-'X '7 ► w 11582 r ? r�+�ti �.� �_ \ `\ \ \ 1D _ 1 ._ ��1� L ,... O K. THE PROJECT ARBORIST MAY REQUIRE ADDITIONAL TREE PRESERVATION MEASURES e �- \ \ �-�� _ �� ' � ri � _ \ �, \ ,� \ A• \ . _ ' :\ . ► WHICH ARE CONSISTENT WITH TREE CARE INDUSTRY STANDARDS. I 30036, — _ 1 �I I (3) EXISTING ARMSTRONG MAPLE \ � Q/ S � — �- -- �� -` - �_ ��•-- '�� _ _ _- _\ _ ±._ -- - ._ _ -- _ __ _ __ .. .. .- ' . e � �° fi ► 2 1,7 IP TAX LOT 600 \ \ \ ----Z----_-.,-- _,---7-1-__--- -_-___--1---, �� ` �� v ,r! TO BE TRANSPLANTED OR \ \ TAX �/ W L AT THE COMPLETION OF CONSTRUCTION, ALL TREES SHOULD ONCE AGAIN BE � REMOVED AND R � \ \ � � � � �-- __— � ��\\\ J REVIEWED TO EVALUATE THEIR CONDITION. LAND CLEARING AND REMOVAL OF TAX MAP 1S 1 36DA REPLACED IN KIND _ TREE INVENTORY �°° L X100 / ADJACENT TREES CAN EXPOSE PREVIOUSLY UNSEEN DEFECTS AND OTHERWSE ADDRESS N/A ( LANDSCAPE PLAN) ARBORIST OBSERVATION REQUIRED Preserve/ \ TAX MAP 1S 1 36DA ," . / v�. l CC W HEALTHY TREES CAN BE DAMAGED DURING CONSTRUCTION. DURING TREE REMOVAL BEHIND TREE TREE NUMBER SPECIES DBH(IN.) ADDRESS \) ' I V PROTECTION FENCE. STUMP SHALL Remove 0 M. STUMPS SHALL BE GROUND (OR LEFT IN PLACE) AS NECESSARY SO AS NOT TO BE GROUND OR LEFT IN PLACE. 11 Cottonwood 9 Remove "4-- CAUSE DAMAGE TO THE ROOT ZONES OF ADJACENT TREES TO BE PRESERVED ON 11 Cottonwood 8 Remove W re THE SUBJECT PARCEL OR ABUTTING PARCELS. STUMPS NEAR PROPERTY LINES SHALL 110 Cottonwood 22 Preserve LEGEND cc as ALSO BE GROUND (OR LEFT IN PLACE) AS NECESSARY SO AS NOT TO CAUSE 110 5 English Hawthorn 12 Preserve DISTURBANCE TO ADJACENT PARCELS. ANCHOR POSTS SHOULD BE11 MINIMUM 2' STEEL U CHANNEL 110 6 Cottonwood 24 Preserve ROOT PROTECTIOd ZONE NOTES: OR 2 1/2" DIA. TUBING OR � 13' O.C. MAX HIGHLY VISIBLE FLAGGING 11037 Cottonwood 19 Preserve EXISTING GROUND CONTOUR (1 FT) � ATTACHED TO TOPS OF 11040 Cottonwood 11 Preserve ENCROACHMENT INTO THE ROOT PROTECTION ZONE MAY BE ALLOWED WITH PROJECT 4"x4" TIMBER, 8' IN LENGTH ANCHOR POSTS EXISTING GROUND CONTOUR (5 FT) 100- - --� . . . 11041 Cottonwood 10 Preserve ARBORIST APPROVAL AS DESCRIBED IN THE FOLLOWING NOTES: : 11582 Sitka Spruce 13 Preserve FINISHED GRADE CONTOUR (1 FT) 1. EXCAVATION IN THE TOP 24" OF THE SOIL IN THE CRITICAL ROOT ZONE AREA 30036 Cottonwood 12 Preserve FINISHED GRADE CONTOUR (5 FT) 100 DESIGNED BY: MS SHOULD BEGIN AT THE EXCAVATION UNE THAT IS CLOSEST TO THE TREE. I 2' SQUARE, 9 GAUGE •c. 300 Cottonwood 15 Preserve DRAWN BY: JMD 2. THE EXCAVATION SHOULD BE DONE BY HAND/SHOVEL OR WITH A BACKHOE AND A GALVANIZED WIRE MESH ,r, 30 Walnut 10 Preserve CHECKED BY: JPC MAN WITH A SHOVEL, PRUNING SHEARS, AND A PRUNING SAW. EXISTING CONIFEROUS TREE • • ' ••• 81.2 Cottonwood 7 Preserve 3. IF DONE BY HAND, ALL ROOTS 1' OR LARGER SHOULD BY PRUNED AT THE - — - - , ;i, , SCALE: AS NOTED Cottonwood 8 Preserve EXISTING DECIDUOUS TREE DATE:2 211 2018 EXCAVATION UNE. 0 / / _ 31,ii* Zelkova ±2 Preserve 4. IF DONE WITH A BACKHOE (MOST LIKELY SCENARIO), THEN THE OPERATOR SHALL 31 * 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/ 31O)2Zelkova ±2 Preserve IRE PROTECTION FENCE HAND DIGS AROUND THE ROOTS AND PRUNES THE ROOTS LARGER THAN 1 NO LESS THAN 1/3 THE ` _ 31003* Armstrong Maple ±2 Remove DIAMETER. TOTAL HEIGHT OF POST ] ^ _ 3 * Armstrong Maple ±2 Remove ADJUSTED VEGETATED CORRIDOR BOUNDARY 11111111111MB MEI MINN EM" 0 I 31 * Zelkova ±2 Remove IM U NOTES: koCes II 31006* Zelkova ±2 Preserve TREE STAND CANOPY DRIPUNE ...-,....-,...............-..-•,/ 0 1. METAL FENCE FOR TREE PROTECTION DEVICE, ONLY. 31007* Zelkova ±2 Preserve ARBORIST 2. BOUNDARIES OF PROTECTION AREA WILL BE ESTABLISHED IN THE FI31008* Zelkova +2 Preserve ELD BY THE ARBORIST PRIOR TO CONSTRUCTION. 3RUCE R. BALDWIN 31009** Paperbark maple ±2 Preserve REVISIONS 3, BOUNDARIES OF PROTECTION AREA SHOULD BE STAKED AND A�NUISIR Pit-6666A 31010** Paperbark maple ±2 Preserve E; FLAGGED BY THE ARBORIST PRIOR TO INSTAWNG DEVICES. ��+ DAM ��/� ' 4. AVOID DAMAGE TO CRITICAL ROOT ZONE. DO NOT DAMAGE 31011** Paperbark maple ±2 Preserve § OR SEVER LARGE ROOTS WHEN INSTAWNG POSTS. 31 * Armstrong Maple +2 Remove 5. DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION. SEE SUPPLEMENTAL ARBORIST 31013* Armstrong Maple ±2 Remove JOB NUMBER REPORT FOR MORE INFORMATION 31014* Armstrong Maple +2 Remove Ca41111 - 5077 METAL TREE PROTECTION FENCE 41 1 Cherry 7, 7, 8,8 Preserve c_D41412 Cherry 6 Preserve SCALE 1" = 30 FEET SHEET 41013 Cherry 8 Preserve N **TREE PREVIOUSLY PLANTED TO MEET PREVIOUS DEVELOPMENT CANOPY REQUIREMENTS. 0 12 18 24 30 i'mimlel C030 STREET TREE PREVIOUSLY PLANTED DURING PREVIOUS DEVELOPMENT. . :fl ,-f 1_z4. �. BMP MATRIX FOR CONSTRUCTION PHASES �' `CC " U 7,1"... ' 04rk� �°' .r REFER TO DEQ GUIDANCE MANUAL FORA COMPREHENSIVE UST OF AVAILABLE BMP'S = F . .. MASS UTILITY SITE FINAL WET WEATHER 1 CC 1 SIV'' P.ns Si3rY I ;.ry; � Y �. CLEARING a a '- ; x RPC TIGARD STORAGE GRADING INSTALLATION CONSTRUCTION STABILIZATION (10/1-5/31) CC W I EROSION PREVENTION z N r �� - r 1200CN-EROSIONND EDIMENT NTR PLAN • A °;` ' � � ---, PRESERVE NATURAL VEGETATION X X X X X X 111C � Z GROUND COVER X X X X X X W 41 STANDARD EROSION AND SEDIMENT i, N I - pm; k_:_„., t. � ,� HYDRAULIC APPl1CAT10NS i 46 o - PLASTIC SHEETING X X . X ., N v=•i z co DEVELOPER CONTROL PLAN DRAWING NOTES MATTING X X X X _ N s . DELAWARE LLC) DUST CONTROL X X X X X ``' `p `Q ilt 68, LLC1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESOP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR o w Q RPC TIGARD (A C s. CONTACT: BRANDON COOKE PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT: TEMPORARY/PERMANENT ,r; ,,.; z N X x �] W 2101 CEDAR SPRINGS ROAD, SUITE 1600 2. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING SEEDING t SSI 5 cc SIS t, . THE CONSTRUCTION PERIOD UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH All APPLICABLE LOCAL, STATE `n 1 IfJ 2 .;% DALLAS, TX 75201 BUFFER ZONE X x ' AND FEDERAL EROSION ANDSEDIMENT CONTROL REGULATIONS. P: 214-849-9099 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC OTHER: o - , `� SW rlive40, St CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT. SEDIMENT CONTROL >. 1 ., •-. ' ` s• 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM ** O BECOMING A SOURCE OF EROSION. SEDIMENT FENCE (PERIMETER) X X X X X X -'" �9 d` " 7p 1� t ENGINEERING/ 5. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION SEDIMENT FENCE (INTERIOR) W - $ . , G I GI INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. °Ct '`` r , - SURVEYING FIRM IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS STRAW WATTLES p - 1, U TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. FILTER BERM Omm " '" AKS ENGINEERING & FORESTRY, LLC. 6. PRESERVE DUSTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN INLET PROTECTION **X X X X X Xr‘CC ren, `I C I N I CONTACT: JOHN P. CHRISTIANS PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SED MIX USED. %a lam VICINITY MAP 12965 SW HERMAN RD STE 100 7. EROSION AND SEDIMENT CONTROL MEASUES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE DEWATERING QNOT TUALATIN, OR 97062 VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY IMPLEMENTED SEDIMENT TRAP a TO SCALE P: 503-563-6151 FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE *NATURAL BUFFERCO F: 503-563-6152 STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. ENCROACHMENT 8. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. OTHER: Q I DIRECT ALL WASH WATER INTO A PIT OR LEAK-PROOFCONTAINER. HANDLE WASH WATER AS WASTE, CONCRETE it----- , 1 ` 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 CO - ` x MAP L 16 �, GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. _; r TAX IS 3sAD PROJECT LOCATION: PIPE SLOPE DRAIN Q = 1 0 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. _ 11123 SW 68TH PARKWAY 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: RAVELED (OR PAVED) OUTLET PROTECTION 0 J ^'- TIGARD OR 97223 EXIT'S AND PARKING AREA GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN T TIRE WASH. THESE SURFACE ROUGHENING X X PHIS 1 (COMPLIE) S N - - \\,\\ ` LAT: 45.4400 BAPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. CHECK DAMS GA -r __ _% ; ' LONG: -122.7474 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR AIN LOADS ON SITE CO Q " , - ,� I 13. USE BAPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPI • VEHICLE AND EQUIPMENT OTHER: L. •' •'•• 0I � FUELING, MAINTENANCE, AND STORAGE, OTHER CLEANING AND MAINTENANCE ACTIVITIES; AN WASTE HANDLING POLLUTION PREVENTION o CC L. TAX LOT 700 ••: :`0� - 1"' a1 'AX MAP 1S 1 36[IU+ I � AC11N11ES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, PROPER SIGNAGE X X X x x xT APPLICATION TAX LOT 2500 PROPERTY DESCRIPTION: AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. Iom I__ ,.. TAX MAP 1S 1 36DAASSESSOR'S14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, HAZARDOUS WASTE r AREA (PHASE II) TAX LOT 2400 (WASHINGTON COUNTY EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, MANAGEMENT x X X X X X CC - x MAP 1 S 1 36DA) LOCATED IN THE SOUTHEAST REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, , 1�- I SPILL KIT ON-SITE X X X X X X p� 1/4 OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. I 1 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 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 REQUIRED FOR WORK WITH 50' OF WATER OF THE STATE Z W NA RRATIVE DESCRIPTIONS TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. NEM -- .. 17. IIF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR *' SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. W W I / EXISTING SITE CONDITIONS SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLANINCLUDING2 ( CONTRACTOR TO UTILIZE PROPOSED ENTRANCE AS ACCESS TO THE SITE MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCE AS CONSTRUCTION rnwrctaxa UTILIZE THE TAX LOT 24D0� I SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION COSTING GRAVEL ACCESS ROAD TO THE MAXIMUM EXTENT POSSIBLE DURING THE BUILDING CONSTRUCTION TO MINIMIZE DISTURBED AREA • COMPLETE PARKING FACILITY AND GRAVEL ACCESS ROAD DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN 0 TAX MAP 15 1�6�A COMPLETED DURING PHASE I IMPROVEMENT PROJECT THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200CN PERMIT, THIS TAX LOT 600 i TAX LOT 2600 APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN TETE TREATMENT SYSTEM TAX WP 15 1 3> (CfiY OF TIGARD CASE FILE sDR2O13-00005). SSCP AND GENERAL CONDmONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE W TAX MAP 1S 1 36DA ACCORDING TO MANUFACTURERS SPECIFICATIONS. DEVELOPED CONDITIONS 18. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKEN IF NEEDED. THE 1200CN PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200CN N W 1 REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS T ALL TIMES OF THE PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. .- I CLIMATE CONTROLLED MINI STORAGE FACILITY AND YEAR. Qroill i I I ASSOCIATED SffE IMPROVEMENTS. 19. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR 0 ER BMPS MUST BE INSPECTION FREQUENCY Q IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS TNG TO SURFACE Z ly s NATURE OF CONSTRUCTION AMP( AND WATERS. SITE CONDITION MINIMUM FREQUENCY U TIMETABLE FOR MAJOR ACTMTIES 20. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE ND DURING VET WEATHER. WEEKLY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF Q * CLEARING AND TREE REMOVAL (MARCH 2017) FROM SNOWMELT, IS OCCURRING. ' * GRADING [EXCAVATION AND FILL] (MARCH 2017) 21. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABO GROUND FENCE HEIGHT 1. ACTIVE PERIOD AT LEAST ONCE EVERY MONTH REGARDLESS OF WHETHER Z O \ 1 * BUILDING CONSTRUCTION (MARCH 2017 - SEPTEMBER AND BEFORE FENCE REMOVAL STORMWATER RUNOFF IS OCCURRING. O 2017) 22. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE a * UTILITY INSTALLATION do (MAY 2017 - JUNE 2017) GROUND HEIGHT. AND BEFORE BMP REMOVAL ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROLCO lamml ■..�. \ * SITE IMPROVEMENTS (AUGUST 2017 - SEPTEMBER 2017) 23. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCEN-. SEDIMENT BASINS AND 2. PRIOR TO THE SITE BECOMING INACTIVE OR MEASURES ARE IN WORKING ORDER. ANY NECESSARY ,\ * FINAL STABILIZATION (SEPTEMBER 2017 - OCTOBER 2017) SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDU rG D BY FIFTY PERCENT IN ANTICIPATION OF SITE INACCESSIBILITY. MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO O TAX LOT 2300 AND AT COMPLETION OF PROJECT. LEAVING THE SITE. Q TAX MAP 15 1 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. 0 TOTAL DISTURBED AREA =64,980 SF = 1.49 ACRES DISCHARGEWITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING W SITE MAP TO THE OREGON DIVISION OF STATE LANDS REQUIRED 11MEFRAME. 4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A SITE $.01L 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 "-100' DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. DESIGNED BY: JDS 01 - ALOHA SILT LOAM, 0-3 PERCENT SLOPE 26, THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION ORA HEAVY MUL LAYER, TEMPORARY 5. PERIODS DURING WHICH DISCHARGE 1S UNLIKELY DUE MONTHLY. RESUME MONITORING IMMEDIATELY UPON MELT, SHEET INDEX SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS MORE. TO FROZEN CONDITIONS. OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. ,DRAWN BY: JMD 22 - HUBERLY SILT LOAM, 0-3 PERCENT SLOPE 27. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF' THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 * CHEac® 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 OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. , zCALF� AS NOTED 0050 - EROSION AND SEDIMENT CONTROL COVER SHEET COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REQUIREMENTS. DA1E2/21/2018 0051 - PNS--CONSTRUCTION EROSION AND SEDIMENT CONTROL PLAN 37c - QuATAMA SILT LOAM, 7-12 PERCENT SLOPE 28' PERMANENT ON CONTROL MEASURES ON ALL OAREAS. DO NOT OESEDIMENT Ac UNTILPERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREASISESTABLIISHED. HOWEVER, * RETAIN HA COPY OF THE ESCP AND ALLON LOGS MUST BE KEPT IN REVISIONS ON SITE AND MAKE IT AVAILABLE OORDANCE WTH DEQ'S 1200-CN PERMIT N REQUEST TO DEQ, AGENT, OR THE OG,IPT:1--% 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 DA RETAIN THE \ , 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. ( ) 63,7.-E �` RECEIVING WATER BODIES: SEDIMENT RETAINED BY TEMPORARY BMPS. �/ C053 - EROSION AND SEDIMENT CONTROL DETAILS 29. IF WATER OF THE STATE IS WITHIN THE PROJECT SITE OR WITHIN 50 FEET OF THE PROJECT BOUNDARY, MAINTAIN THE RATIONALE STATEMENT , I . 1.' '. EXISTING VEGETATED SWALE (PHASE I) THEN FANNO CREEK EXISTING NATURAL BUM-ER WITHIN THE 50-FOOT ZONE FOR THE DURATION OF THE PERMIT OVERAGE, OR MAINTAIN '��,� 1p0.4 4' o F AVAILABLE BEST MANAGEMENT PRACTICES P OPTIONS B ON s E z9, LESS THAN THE ENTIRE EXISTING NATURAL BUFFER AND PROVIDE ADDITIONAL EROSION AND SEDIMENT CONTROL BMPS. A COMPREHENSIVE LIST O LAB PR C CES (BM } OP ON BASED EQ GUIDANCE MANUAL HAS SEEN p \p REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE P. CHR IS � tioLOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON RENEWAL DATE: 12/31/19 ATTENTION EXCAVATORS: MIXES ARE SPECIFIED SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1• THE TYPE AND • SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBIUTY TO NE SITE, AND OTHER RELATED REVISIONS +4, 41), , ' 1. 1F VEGETATIVE SEED , CONDITIONS, AS THE PROJECT PROGRESSES AND THERE ISA NEED TO REMISE 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. c 4; C 2. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED )L- W NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH A: AREA, AND THROUGH A SEDIMENT CONTROL BMP I.E. (FILTER BAG). INITIAL OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY v , „ ,,, - 3. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. PERMITTEE'S SITE INSPECTOR: JOB NUMBER CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY � °�' `° COMPANY/AGENCY: AKS ENGINEERING AND FORESTRY, LLC TRAVIS DAVENPORT CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS = a PHONE• 503-563-6151 5077 s ? ,. FAX: 503-563-6152 BUT NOT MORE THAN TEN BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL E-MAIL davenvortt®aks-enQ.com SHEET 503-246--6699. '0 EGO , , Q DESCRIPTION OF EXPERIENCE: TRAVIS HOLDS A CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (#2016-011) AND IS EXPERIENCED INSPECTING SITE DEVELOPMENT WORK C050 v, Q \ \ COSC J s{,�.� �-- I ! DRIVEWAY 141 It: /— ` 2 ....4„,..., J 1- 7 —I 7 — T--- WA --- — war— — _ — ` it —.....„--- ----- „...---___ ______„<.... • w� = a ~ �� I f J � '- �i1T-� \tT— —\ NN1T - WAT— —�Y1T— — w1►T ■1 1f�\. —1rAT-- — ~ a � .-----1@,....................../.'. �"-.1 f I 1 1 I i SW 68T P.AR WAY \ \ \ \ ..'""� -- 1- U Z N _ 1 l 1 1 TYPE 4 INLET N 1 ` \ Z Il { — _ l _PROTECTION TYP \ TEMPORARY GRAVEL I 1 - -� / ( _ f _ ____�_• _ _ \ - _ \ CONSTRUC110N ENTRANCE To TYPE 4 INLET ---„, TYPE 4 INLET -/ - F -1 • j ! / / ? - - -BE REMOVED UPON �. _ PROTECTION (TIP) — PRO1EC710N (TYP) C” w a I �\�,�, 1_---1- Q. / / / 1 I 1 1 - CONSTRUCTION COMpILETION I - % - - - - _ _ - _ �---s II' z ' I >60_, I I N / / I I / I ^ 7-- —SMl �.5A"_ — ,Sys"— — - —SA" — `�_? —8AMC O N Z1 _�3.,40 11 Ill --� - -j T , - - _ _ I Al / _ - - _f1 I I \ �� 1 zm � 0 r EP- NI ___ \ 1 1 4 1 f i 1 _ �`_� 1 f 1 �Y -I'- -�-s�, __ _. �,,,,^_ ^ _ l _ `� "' T z \ I; A 1 \ \ 1og • ' • 1 / cwt ,t4,0 ,2;7_,...... 77.--' . • > ,�`� „R'Vii.,li i.f, 1� 4� � �'1-11174� v v• oC7 a - Z �[ I I \ / / 4.::::::::0444:: a v �? v v a a - .. v lO Ila O \ 1 l �� +• ��-'`- _ ) / / �j�ll , �`. \ ~- -J \� 270 p ' \ w = 1 1 1 \ ) ' ' I I / / ' ! f r •� }s t CaD Q I 0 1 ,_ , v \ / / / / ' 1 .\ ,, , fl�. .fi,.,4. .., 10I i I 1 •Nr4"000libdin4. L E END Qcc \ \^ // /, 1- + irt_71—,, ! ' I j r f l / WASHOUTI / i .14.#0/ lin..., ,\, \‘\ „0* \. DOSTING GROUND CONTOUR (1 FT') — — — — — CONCRETE WASH AREA CE O \ I _�.'� f ' ,'rs-0 1 � .s'" `� o \ \\ EXISTING GROUND CONTOUR (5 FI) — 200 — 11\ I __ 11 11 1111 I . a 0 \ ` 1I[� 1 ' I . iir \\ \ \ \, SAWCUT UNEQ} Hill e I P ! 1 1 1 1 1 1 1 / l l l 1 \ \ INLET PROTECTION El ,� 1 I 1 `n s�"-0 = \ \ EXISTING TREE TO RDAAIN J ( \ I I -.�- i I 1 1 14/ l / I – –� } • Oh 611114 4IP i \ ti ,,. . .. . . CO Cim \ i \ I �„ I p� 2) CONSTRUCTION ENTRANCE cc co 11 / I /; ' �� EXISTING TREE To BE REMOVED . .�r�.�=� CI 111 . .1 ! • / / / ca 1 d op , 1 � / / / / 1 / 13111 �. I t _•.�- -:.x _.i. . a\ Y ! .Z. ! • • • J 1 I _,_ r �� e 11 `\! SEDIMENT FENCE - PERIMETER {GRAN( ) x x •,. .,.ii • / / / ` I ti 1 I DISTURBED AREA i =11 NM MM 1 r - !�■ f / I / ' I 1 ,1 ` 1 VEGETATED CORRIDOR BOUNDARY - =- DRAINAGE FLOW DIRECTION Ill (g) / / / / �°' / r - "-$ r ! I / 1 1 I TREE PROTECTION FENCE MIINI �, 1 1 FLOW ARROW „ I 1 I 1 1 1 I IIC'3 / / / / / / / _ cam) 11 1 1 l 1ilitti i — N / / / / / ■ / I t. 31003 I 1 ! f J 1 I i I 1 1 ,�1 l 11 v / 1 I 1 ! I 1 ��;� / / J 11 11 PRE--CONSTRUCTION, CLEARING, AND DEMOLITION NOTES. N I J � I, .�. I � 1 / 1 1 I 1 � 1 � � I f ill 11 � (� T or I 1 ` , # . I I / II I I j + J f 1. ticBT: ESC MEASURES (INLET PROTECTION. PERIMETER SEDT EDIT CONTROL GRAVEL CONSIRUCT1ON ENTRAN S. ETC,) MUST BE IN PLACE, Q 1 I j ' I I / 1 _�; ' , I / I AL, AND APPROVED1N AN INITIAL INSPECTION, PISOR TO COMMENCEMENT OF CONSTRUCTION AGT1Vl11ES. rI 1 I -' �:� I l I 1 I � Z1N � 11 1I � r Cao \ I I 1 I 2 j I I 1 2 SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH. CHIPPINGS, OR OTHER SUITABLE J I 31004 1 3 fill { MATERIAL STRAW WATTLES. OR OTHER APPROVED MATERIALS, F- } I I . ( 1 1 1 / / I I � I! I I ! I / I / 1 ( g l ! ! ( 1 1 3. SENSITIVE RESOURCES INCLUDING, BUT NOT UMIIED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHAM BE CLEARLY DELINEATED NTH I I I ' / / 1 / a E 1 1 ' I ORANGE CONSTRUCTION FENCING OR CHAIN UNK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE 1 l 1 / I �_� I1 ! \ 1 I I I j / 1 / / / } I 1 I 1 PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. I I /1 II / I Ni l \�• 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. \ \ ! 1 / 1 GRAVEL i }\ 1� / \ \\ 1 \ � I ` \ / 1 I i 1 I / , s � � \ \ I I I I ' I 1 ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. O I I I — I I 1 1 -- I I I I I I I ' ' r 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON ``' I ' I I, ti I� 1 1 / 2 I'' I> II .� - OPE DRAINS 1MTH OUTLET PROTECTION CHECK SURF I 1 1 1 / 1 AND RUN-OFF CONTROL MEASURES INCLUDE: ( ). ac DAMS. ACE ROUGHENING. AND BANK Q 1 ---4---1 SAWCUT UNE TYP ! 1 / STABILIZATION, 0W } l \ \ I 0 I I .. `�` 1 ! _ 21 a... 1 I. , SEDT ENT FENCE - - W ` Ij\ N { I N I I y / I {TYP4CAL) 6. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, a 1 y N I ` I 1 II '�- - �r PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PROJECT SITE AND DISTURBED AREA ARE TO BE PROPERLY MAINTAINED TO \ I I ��_� } y 1 1 ` I I I ` / MINIMIZE DUST GENERATION. r J I I I I IH \ \ 1W \ \} } 1 1 '. / / 1 / H n I I 3100' 1 i 111I / OII ._) 1 1 } l } I I r 1 f1I / / NZ I l 1 , I /-_ �... } 1 I III \ 1 ULTRA m ( WALL I C ce \ \ \ I ! \ \ 1 \ 1 I WI CHAIN LOO FENCE t \ INOTE: Z Q1 } } I 1 / 1 \ Lo IIIA 1 I \ F- I \ \ ! I TYPE 5 INLET I I I 1 1 • \ \ / / PRE-DEVELOPED RUNOFF SHEET FLOWS SOUTHERLY INTO ON-SITE DRAINAGE AND O Z 1 \ 1 \ I PROTECTION TYP \ I I \ \ \ f EXISTING VEGETATED SWALE PRIOR TO DISCHARGING TO FANNO CREEK. 0 \ \ c ) I II } 1 ( \ V 0 } } \ } } ` \ 11 \ 1111 \ i I 1 1 1 .�. 0 — 1 } , } \ } \ \ 111 \ 111 ! l L I \\ \\ 1 1 N Li) I 1 I �1iiii } 1 111 1 \ 1 1 1 \ / 11 I1 1 1 � I � ---\ \\\\ \\\\ \\ 1 � � QI I I } I I 1 1 E1 ` ! 1 \ \ 11 } 1O. cc1 � } ,� \/ 1111oi\*\ 11 1 1 1 I \ \ 1 � } } r �' 11 \ 1 11 \ I 1 1 �� \ \ 1 4 1 11 \ N \ 1 1 = \ } I W l }1 \ I 1 1i,il,1u \ I / / � 1 \11 \ \\ \ \ / Imo, 11 } 1 � / I f \ \ \ \ 1 ( . \ \ ,5? / / / 4 \ I \ 9; 1 1 1 \ \ DESIGNED BY: JDS 1 } , 1 P _ / I \ / / / l ! I \ \ \t+ \ DRAM BY: JIHAD } I 1 �� ; — �......... + I • / I r; \ \ \ \ \ , CHECKED BY JPC 1 1 f j i i \ \ i ............ ... ....... ' / ( 1. ........... / / \ ,! \ \ \ \ AS NOTED ,'F' I �; l 1 1 I $ 1 1 sr► \ 1 \ \ . mg:f DATE:2/21/2018 -__ I 1 , , \ \ Wil ` c 1 GRA 1 c 6+1 1 / \ \ 1 \\ -\\ -\\ !\:r6e, \ . \ 1. .1, - 1, .......- - —.... - 4.„L —, ___ — . \ \ -\ lb — _a— —_ __.,- - — — — .ii--- _ ......, . - � \-.......... , 1 \\ 40��, _ ..... ,..... _ . , ,_ ___ _\„,.,, , ,i, ,...., ....,, -...,.. _ , r ...r_.„. . II. , ----_ , — ------ , -__ ---_, _-._ ----- , --__ ---__ ------, ----- --., ,..._ ___ ............,.../. ' ) • \.,_ ---- ,- — — , __ _ _, - _ - , --, -----, , ,. -__ , --N NI1 ` ,, ,4i �' it !L ' 4r '; .4,4 4 4 014 _ _ r. • _ _ \ 11-0-2 4��> -c f"� 1 \— oif , . , 29. �” ��► ai `�� ' m A 012 31013 \ 11116, 4._ --It._._-- , \ 1 1 .../..... `— = p CHR I SA�P `. ``�— ��—� �� ` --~ --4_'--..7--_ ----- RENEWAL DATE 12/31/19 t 1 DISTURBED AREA — ` -�`�� -- �`� -� 1 Ll' BOUNDARY \ \N -�� -- �_= REGIONS E ^` 1 8 C11411 •._. JOB NUMBER 5077 SCALE 1" = 20 FEET SHEET Z D ealliNel 20 0 a 2 16 20 C051 . \ \ ILI W CC - - _ - he 53) LI 12 .�.- \ DRIVEWAY w = _ _ �f _ wAr- wAT f k ._J Q ~ �� r�� f! T-_ I T T"` --MIAT-- - WAT �wA�` ` ` 17:17\:77,N.-�� , �� .gQ/ �� 1 I - 1 \ WAT T- ......` �. WA7--^-- �-- -WAT _. - -.-.WAT-,.� WAT -WAT- - - ��- - - -WAT- - _ CL ' w�S - / M I 4 i S 68TF P.AR WAY \ \ N \ mow - - l 1 TYPE 4 INLET 1 1 \ \ \ ® �' IC z N i f 1 \ TEMPORARY GRAVEL I \ / . z � �� 1 1 + _ _f 4 I_ PROTECTION (TYP) 1 ILL loi - \ \ TEMPORUC110N ENTRANCE \ TYPE 4 INLET TYPE 4 INLET / - y 7 - - - _ ` � - \- -BE REMOVED UPON TO PROTECTION TYP PROTECTION (TYP) _ K S F I �4�► Y\ ____J - ( ,,,, 1I I J i / / / ' I CONSTRUCTION COIPLETI - I - J/ ( ) _ _ _ _ _ - - -�.----- - -! _ �''- LTJ W la z �►... \ \g \ . \,>58._ ( I I -sTmI -ski- 7'i� / 4STM� -� 1 I / \ /,� , - � � ZQo � N C:f 1 1 \ ` ( 1 -/- -5111`�` --- STM-. L SW- / /` f /- CLc' z_ • j 1 f IF =- - ._,,, ,- 1 1 I I 1 -� D•... sT�l�-- -sTrr - -sTM �J _ r�i fl ------------\ .t--r-----c7, - \ \ > IV+ tip' \ wP`t QR -� 11 I• ,. I �- IJaa1a�*o.4a7r' la, �, �.; z izi N N y `+ ` !�..� y• tiff -a v rn ¢ ►.. ren Z 0 \ ` \ g ' -I ~�~ ;� r�C \ �•-•% r'..., � _ ., � "` c � � p a a v V Q gl a Ci v f LCL a 1011 - --IX_ ...-0410 119 - 4 4.i 0... - &iiiL 1. 4 str . r 66-- Azi _ \ 1____oo • 41FieS11, 11.173 frit,4-!A VI 4 . 110111111' • K-- "Arra / 11110 - i`l1 Ve► 441 � � 61vr,L/WAi� 4 ; to . .;f -[ -1� _� �- - -\ -\- --a--- - �� - - W Willft - ��04* ►' _,._,.,,.... ��. a r t 0 GRADING. STREET AND UTILITY EROSION AND . „ * "'� ,, : �►�i!.f►_� ►'�. � �. EROSION AND SEDIMENT CONTROL BLIP IMPLEMENTATION: (1.5 9 �.. te ♦ r a, ,. t >-___., - 1 _ . -:• �� A ,,, . 1A._____ 4oiO >► / ...7 � �.' !� u 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERMETER SEDIMENT CONTROL,0 ,-31`001litkVAAll , I I Yi 1. USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE < 5 \ ! (� - FLOW ARROW / a, . !�� . \ SEEDGRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND �- L ___I:A �li CONCRETE • \ \ i 1 - __ err _� I ' (TYfl) WASHOUT ° ,,%' tilt �� COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION O �` n \� // / 1 _ _ _ f • ` \ OTHERWISE AUTHORIZED: ACTIVITIES ( \ 1 _,I I if 1 / J f i CUT j + ` !� .4._ Ba•a `� \�\ 1� I _ fi. / 1 / � �\ A VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. CO \ ►, + \ •i I / 1 � V / / / / i___ . \\ \ O\ \ SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. 2. ALL SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE ►►� 1 f { I / / / f 1 J I l y,-. r,,• ii. �� z\ \ \ r� \ B. DWARF GRASS MIX (MIN. 100 LB./AC.) INSTALLED IMMEDIATELY FOLLOIMNG ESTABLISHMENT OF FINISHED GRADE AS SHOWNQ► / ' 4. s 1 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) ON THESE PLANS. J,► �► \ I 1 l I I I / J / I / / _ _, t , , 1 , CnCl. 1; / \\ Lo I ' / / ,j _,,,. J }�I 2. CREEPING RED FESCUE (20% BY WEIGHT) y ► ---- / N I s / / \ - C. STANDARD HEIGHT GRASS MIX (MIN. TOUR/AC.) 3. LONG TERM SLOPE STABILIZATION MEASURES INCLUDING MATTING SHALL BE IN /► \ I WI / 1 I / C" it f \� 1, ` 1. ANNUAL RYEGRASS 4O% BY WEIGHT PLACE OVER ALL EXP05ED SOILS BY OCTOBER 1. fi417t r }} I I f / I ` / � f 1 �� l 2. TURF-TYPE FESCUE (60% BY WEIGHT) �/ I cn i1 f 1 / CI INNE / / 1 €.�,' ILL�� } ',Ir . 1 ;l f I 1 o\I 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO CC / 2 co `�' I I I i I i I 1 I ' I J I .' �" l 1 I `�' y 2 SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. / / I 1 .....-iii J 1 / / aR « / '€ j �` \1 1 HAVE THE SURFACE ROUGHENED BY MEANS TRACK-WALKING r �----- I I / r I APPROVED IMPLEMENTS. SURFACE 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING Q, / / / �, / I - _-F ! / / 1 / I l ` OR THE USE IM OTHER �,°� '� �� I I I I j „� 4 ` 1� 1 I ` ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF ACTIVITIES. 0 I / / / / / l V£LOCI TY. 1 , 1 / f 1I. f � � I I I / / / / / I J _ �. ` : ) ) ) J I I 3. LONG TERM SLOPE STABIUZATION MEASURES MALL INCLUDE THE11.11mil C11) r �t! �` f I / ) r _ "s` _- , aa1 / 1 1 I I I 1 ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING ' ' \ I �� I / / / i/ _ I ,:,..,� _ 1 r j f WITH APPROVED MIX AND APPLICATION RATE M 0 �,�, I Jt I ' � I l i 111' 1 N CC i I 1 I �''�^` 'I: �� I / I 1,.... 111 / 1 I 4. TEMPORARYSLOPE STABILIZATION MEASURES SHALL INCLUDE: :� _�, •�' �� I. 1. / ! ! If 1 �� r 1 \ QI I / I I / I � � � 1 � 1 fD.. ' I I .. 1 / / f ' - z ^ 1 1 COVERING EXPOSED SOIL WITH PLASTIC SHEETING STRAW r Q 31OO�i MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. I 1 i r 1 . �4 1 I J if 410 i. { l 11 ik 11111 CC Tmil _t , I ( \ a 1a = \I+► 1 / / -g _c s 1 - . 1 / \ \I 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED 1N A STABLE y 1 I \ / / / CU 1 I I ' ILOCATION AND CONFIGURATION. DURING WET WEATHER' PERIODS, 1 c I / i f v:-.:1'.:.11 .1 .:' .•I . �� ---E7 11 \ Lk* __ STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR 1 1 1 I I l / / . = I g 1 I + I I11I1 Imo'`-- STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROl1ND THE 1 1 1 : •. f..rjr).1 1 j / _ i5 j l 1 I :.1:1:r"..-1"..1 '� f TAX L0T 240011 I 1 , 1 1I 4 ` `� PERIMETER OF THE STOCKPILE. 1 1 / ' s ' 76. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH I ` / I r II •' ' J .� •• • _ -I T X MAP 1 1 36D� j I GRA L4 y ` `� THE USE OF TEMPORARY CEDING AND MULCHING EROSION c \ ' I [ 1 { t �. :`. , ) L� r„,,I, I { I 1 - e. x:.:A ,] I ' ,� 1 ' ! \ \ 1 �[ i ► \ \ \ CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR LEGEND p W 1 . : : `o.l -.- 1 / ADDRE S N/A ) WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING �s I \ } • ! 1': / _ / 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. ` fi t ..I I : �;. - , - AREA. 4,4fi ACf ] _ �`' / `� I �Irl1/� Z11qty I f ! _ EXISTING GROUND CONTOUR (1 FT) l T UNE TYP f � I / 1 'iiii0\ SAWCU { j f f (1 1 I / 7. AREAS SUBJECT TO WIND EROSION SHALL USEAPPROPRIATE ___ _ 0 Q Q 1 ' a - -• ` f J ,1--5 101,,' iDUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE EXISTING GROUND CONTOUR (5 FT) --- 200 I ! g /f/ . : ':. . ' :, I.• I:. :A ' ir g 1 1 1 ! J / SEDIMENTnixxxxox y�y/ CE > SPRAY OF WATER PLASTIC SHEETING STRAW MULCHING OR FINISHED GRADE CONTOUR {t FT) = W 1 I y .Com! , 1 l - - _ '-r---- -_ - _ 1 / / (TYPICAL)r ICAL) / 1 1 1 Ij I a {q _ "� ,y ► 1 J 1 { r S _---__•' / OTHER APPROVED MEASURES. FINISHED GRADE CONTOUR (5 FT) 200 cocc 0. ' 1111 ; q �� 1 I I • • •! / I / 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE EXISTING TREE TO REMAIN Q I 1 / ,� IBEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION 0CO z 0 I / OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT 1 3100 ` �� 1 - °• E%i ILIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING SEDIMENT FENCE - PERIMETER (ORANGE) x x Z '" l i j / } l \ 1 li''''''..1.-'',:l'''''(\----,'I / MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE I\ 1I \ ' / • i I , \ II I 1 DISTURBED AREA 0 I a 1 1 1 \ I .. / TYPE 5 FILET \ / KEPT CLEAN FOR THE DURATION OF THE PROJECT. VE( TATER CORRIDOR BOUNDARY SII ® I� ® � SII\ l I � w 1 II \ \ I / _ I \ \ \ f / (� ZZ i PROTECTION (nil 1 \ / • / 9. ACTIVE INLE IS TO STORM WATER SYSTEMS SHALL BE PROTECTED �� PROTECTION FENCE1 \ I 4 ► I t $ 1 \ r. . ` \ 1 } THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES., / I I - l , ‘ \ 1 - I \ \ 1 s k '�'� ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY CONCRETE WASH AREA IL 00 I \ 1 I . i \ r• ' t ` 1 1y ' , 1 INSPEGTfD AND MAINTAINED A5 NEEDED. (/). C/7 C)I I ' ` ` / 1 \ \ 1 1 \ 1 \ \ \ I I \ I , l f 4 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE INLET PROTECTIONEl 0 0 \ 1 \/ Ii ` ` 1 1 1 ` \ J / 1 I J TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE . } 1 \ 1 \ \ I A \ 1 1 \ \ ( ` 1 4 4 *44 OF SEDIMENT AND SEDIMENT-LADEN WATER. l-:«.�:�.�:•`�:= a 4 I g -p;�, 1 11 1 , ` ` \ \ \ \ \ I J I\ \ , I I I I CONSTRUCTION ENTRANCE '�7�`; -; W I \ I I re lJCST ` \\ \ \ \ T \ I \ �> F., 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF ��es�s��.e�o+�ll ) J �Yw�-s • •r • f M ` / , ` \ ` CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE -. o,..+�--!Yi � 'x�-To 4 i I 6 \ \ \ \ l \ \ RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE 1 • / / \ \ \ \ \ } } \ \ ? CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER ! + • -`Y-�-~w~ I i I ' • / / I 1 } , 1 \ I l \ \ \ \ �, AN 50' FROM ANY DISCHARGE POINT SECONDARY MEASURES DESIG1lm BY: :DS �-- - _ } 1 i r \ \ TH OM 1DRAINAGE FLOW DIRECTION' II ` \' - - • �• I \ \"'6' \ \ SUCH AS BERMS flR TEMPORARY SETTLING PITS MAY BE11p L I / _ -- - - ` f �� %t E it` `�' \ REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEEToRAw�reY: `► 310] , I 4 T! ..... V' \ l OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF ♦`+ 0, 1 \ CHECKED BY JPG ► 1 f� E ' I ail '' - \ \ \ \ THE CAPACITY. \ ►\ 1 c,::),,, ' ^ ;ti - -.7`,41/ ...\\., \ , ` LONG TERM SLOPE STABILIZATION • •�� + AS NOTED ----.\-- -,-\ _ _- _� 1 t F i 4 { - ..o, ,,, ,..., MIL �` NEr --- ! °" \ \ 12. SWEEPINGS FROM EXPOD AG( EGAT£ CONCRETE SHALL HOT BE +.4 . � DATE:2/21/2018 - p 1 :� _ - s TRANSFERRED TO THE STORM WATER SYSTEM, SWI,EPiIdGS SHALL `�{'' (gyp 1 \ I \I t I- L ,� .- A ''•.••.••••.\ cw \.. • • _ i \\ \ BE PICKED UP AND DISPOSED IN THE TRASH. �� , �, r -'^a ». ~ IP , 13. AVOID PAVING IN YYET WEATHER WHEN PAVING CHEMICALS CAN t A / .�: �,. - �. - \ NEW IMPERVIOUS SURFACE , ^t-r \ . Fill - _ '' . ` RUN-OFF INTO THE STORM WATER SYSTEM. 'k': 1A 4 . .mss _ - / \ ] ' r ______ 441 I - PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE A za, �P� _- �� \ �- -, -� ... _ CHR I51 t:c ` I \ ` ` -��~ -� `� �� -_1� ___ �_ 1 -_` �_ �1 �ti Jr a .�_ POINTS. j r RENEWAL DATE: 12/31/19 [ I� DISTURBED AREA _ ` f �~ ` � � � � --- �� ` �_� �� I BOUNDARY �, \ \ �-Z 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS ��I \ \ \ �� ;�� ETC. TO PREVENT REVISIONS • S E �� _ \ `�� WHEN APPLYING SEAL COAT, TACK COAT, © --J� \ \ \ _ - - �` INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. W 16. PROJECT SITE AND DISTURBED AREAS TO BE PROPERLY MAINTAINED TO MINIMIZE DUST GENERATION. JOB NUMBER us 5077 SCALE 1/1 = 20 FEET SHEET . I . IIIIIMi !6! C052 6 20 4 8 12 18 20 Y a Co V = .'/ R MAY BE USED SHORT TERM \ ' W W/ UTILITY WORK AND W/ -_ __ CO i- Qp\ ANGLE FILTER FABRIC PHASING OF DEVELOPMENTIMI 05 400. sa• FENCE TO ASSURE SOIL IS TRAPPED -.- QA 0 PG • , MTh!. -- _ Q Q G Off' a \\\ _-_ yll�tl/:,iii iliqulr Brill = d '�0 •o : b•. .�,t 1" REAR FOR BAG REMOVAL I } i raj.r i Fnl l u svii-ti. a a oi' •. . .a• �o. Q + ♦ FLOW . . +,,, :„. • livrll[IIII ll I a+rIIIIDII O . 0 Ilig . ••v D 'e• i1+1111' IHl n lti na i tu, :- - ; • .• ' •Q a• CATCH BASIN GRATE !AMID II III I,Illlllul r�+� • � • p a • u Illih ! I l'V i ��~ rrif 111 a + aid! 1.1111; Ilrlli1011II11 Illllllflllllllll = N //// s 0, D' '•' ' ' d ` Ili in IN II+11'Y I ..ii vide 1 ----- Il,t l` i 11 o C3 •1- d Q' I �Illkl .litntll _+ .' .nu milky Z 00.... � ' ...- ' p , ,units i , r,11.HUtIrril - F p. 4 ► ;+ut i writ I } il.11li' uu * 4. .v. . :Q•' i�I�.{Vr`t1T 'I p.�`�IEgIiL * '".i-7.-'-Z-ZZ :'-'74i-e-'" ! W (W!� Z RADIUS - 25' MIN. ` ° D' -- - _ - - ---: ._cam....., ILL. al ? Z • __ .iii -�= ca N QJ N..`..'p INTERLOCKED ..s.--�_. �== :_ •'i_ -��_- =- Al ¢ K z CLEAN PIT RUN OR 3"- 6" CLEAN ROCK p•• O�p�Ov GFi�Ss CATCH BASF I1 1 I 1 I f � I +� 2"x 2" POSTS �.+ . __ =mc,' "' Z P�o�' sly �• .4'� �� OI �� / -.- •.,� :. AND ATTACH PLAN VIEW ,...-,:__._..=„,.___:„ _....,____.„,--- - 4+ SES '.. .`;•., AIO�4►4�I4•I,t�It1 NTs 60" AREA DRAIN = o 7 a W ce SUBGRADE REINFORCEMENT ANG * •► y ��,�,�,�,�,�,99 _ ` ' EXPANSION RESTRAINT ca 3 in in d, Z ~ GEOTEXTILE, AS REQUIRED ` �EI`►��EI�►��I��/ II-- CATCH BASIN 2 o cc 8" MIN. •, . �' A,4��r,�1' 41 ► ' USE STITCHED LOPS = cc DEPTH e+ . •'•� �, �. :.r, aNI- a +a W 3 minimum OVER 2"x 2" POSTS NOTES: ,,,I.L,,„ , *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL •• •,��,�� ''•''• from toe slope. FLOW link+utwl a ;, �� 1. BURY BOTTOM OF FILTER FABRIC 6" 1'+urtl',i it 1 1i1111f11 llkll «el -+ j �I�,��I� ' •+ VERTICALLY BELOW FINISHED GRADE. I'„Illillr'rr+'! W • !��°� I� I ll,h,,IfIIII, p /- GRAVEL CONSTRUCTION to . 2. 2"x 2" FIR, PINE OR STEEL a =="ter ...1.,.:::.." . 'ii';•':f:�!�' v7 ENTRANCE CURB RAMP �� I O '.:�..' '...,r... . STORM PIPE '+► - �� ". N I FENCE POSTS. e _- s;,-s- - L liuurli;ifi • ' rA `,/ d DITCH BUIT5i �_ �illll�Yiiiii� • i ♦� 3. POSTS TO BE INSTALLED ON ,'o p rrf trllll;'i� Fr- . " PAVEMENT ► ; / �i Illliffll�llkil rilri •▪. .. c• UPHILL SIDE OF SLOPE. „ 1 Q a P d i:- !'.i: +► R-y • +• •► . • • " ,•� '� \ ,� \� 0a 1IIIH}I1111�IIli'. 1 -.;• 7 .' ' • s ... • r A i` :' ►. •.4 (D4 4. COMPACT- BOTH SIDES OF FILTER FABRIC ;!iuulutlli _.- Ck) a Y Vim' , ` t t p t .A •• •• a y.. : ,�• - - - - • ,.:'1%,V..' ...ii,::�'•, O f ��1r��`��♦� i': ••) R.4w "` ' � 'n1� '•a'a��t * • ' • " t -� a '' `I� TIRENCH. o - ii 'iii' -- - -, ,IIII'lll I+4111� ' O ✓ / /✓ ////. ▪r 1a •-, •-•.: t; -• 5. PANELS MUST BE PLACED a r1ii111Alii''1l `• ��`~ •'1•.,!.:•:".:71.1".',.. • .. .. ' P R 0 F I L E ACCORDING 40TO SPACING ON lair !O : • a ' 2"X2"X ' RUBBER BLOCKS DETAIL NO.940 I aHJIIHI,II ��•` DITCH INLET PLAN VIEW +I'+I+1elr+r.li Vial Ft1.." ICE !mum.arlul ill ,,: -....,....-:,!...,:k NTS !,1y hn+Trim .. - U) CL NOTES: POLYPROPLENE .• 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF FILTER SACK (WOVEN) .I ....#..... ... 6" overlap of bags. SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN ••s:$:•:' •:•: °::'#"4'::44. NOTES: •;:y. . . ••:: ::: ::; FILTER FABRIC MATERIAL Q OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ° :: : °:: ::.::.:•::.::•.::•. Fin •�• :•:••: •=••••:•• •: '° 1 . ADDITIONAL MEASURES MUST BE 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. I ' " :�:' 36 WIDE ROLLS 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE . N CONSIDERED DEPENDING ON SOIL TYPES. I:C C° WOVEN POLYPROPLENE SACK :: ':: :::4,� THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ;,•. •....��,':: "•'•"•••"•"'•'''•' ••: : ��' :�: 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTIONI •'•: •• .::.• :•. `,. .'..4••. ••. ' '•� �`•• �' '• " ' ' ap 2. BIO-FILTER BAGS SHOULD BE ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED ¢ �� 0.4V+•••••'` ••-� `•'`�1 ' '•••••••••'�. o STAKED WHERE APPLICABLE USING ICC FILTERING SYSTEM. - 5. DIMENSIONS c �, I (2) 1"x2"WOODEN STAKES OR0 SINGLE FAMILY NOTE - ! I APPROVED EQUAL PER BAG. 20' LONG BY 20' WIDE 8" DEEP OF 3'4" MINUS CLEAN ROCK. u FOR FURTHER INFORMATION �� COMMERCIAL FOR FURTHER INFORMATION T 6'MAXIMUM SPACING 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION 1. RECESSED CURB INLET CATCH BASINS ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE 3. WHEN USING 30" Bio-BAGS TO FOR FURTHER INFORMATION MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF GLEAN WATER PROTECT A CATCH BASIN YOU MUST ON DESIGN CRITERIA SEE M Q Full GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC 70 ON DESIGN CRITE121A SEE FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION FRONT VIEW SERVICES EROSION PREVENTION CHAPTER 4 OF CLEAN WATER PREVENT SUB-SOIL PUMPING. • CHAPTER 4 OF CLEAN WATER AND SEDIMENT CONTROL NTS AND SEDIMENT CONTROL HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION FABRIC INLET SACKS TO BE DETERMINED PLANNING AND DESIGN MANUAL PLANNING AND DESIGN MANUAL OVERLAPPED BY 6'. AND SEDIMENT CONTROL C...) CNI CC AND SEDIMENT CONTROL BY MANUFACTURER. PLANNING AND DESIGN MANUAL ri 5 PLANNING AND DESIGN MANUAL CL Q r � N INLET PROTECTION INLET PROTECTION CC r I - Ea CONSTRUCTION ENTRANCE �� TYPE 5 � TYPE 4 ~ � C�eanWa�er CleanWlcr SEDIMENT FENCE Cance G�ean� SeMces Detail Drawing 855 REVISED 12-06 Our commitment i=clear. DRAWING N0. 920 REVISED 12-06 Our commitment is clew. DRAWING N0. 875 REVISED 12-06 Oar commitment is clear. DRAWING NO. 915 REVISED 12-08 Our commitment i,clew. 1 z LJJ FOR FURTHER INFORMATION MATS BLANKETS SHOULD N ON DESIGN CRITERIA SEE BE /STALLED VERT/CALL Y ,if v CHAPTER 4 OF CLEAN WATER DOWNSLOPE. l , .z.._....1, 2 __ISERwcFs EROSION PREVENTION -.I. ,, - s0/ , -li +�#��`VER444T �� I �� t " UNDISTURBED• AND 5ED1MH]+IT CONTROL � ..- BLANfr� :.,..:11.L.....11,11,1,041.; �111 � / ktil PLANNING AND DESIGN MANUAL �,Iiiiliii .iiiiiipi VEGETATION 0 QIr �� .- ,,1„). . \ /-1311. CONCRETE WASHOUT `� �_/ �. W Q 4) r �� AREA WITH SIGN I V _L 'e e ; /\/\ • ILk ____Z____1#1,1* e ta e / , / \ VAT ____ ____.....h on-qui .„,„-_____-_-----• / 4 v,1 I /?''''''. ../1/ e / / Q 0 P \ � . / 4.5' MIN \ -� �- flll�i 14...-_----:--=-- / MINIMUM 12" OVERLAP 011111rP P \//� /., �� o �� jj�/ 111 Z �.. oF SEAMS. /.....42.41//� I _ O Z a + + + + + a #• • +4 4 +4 + + } ....4.......• • \/\/ 11:1 �� -� CULTIVATE SOIL TO CREATE FURROWS (� }++++` ++++`4.4++a4 +a4++a4 ++++ a / /\' r + • • + 4 4 4 + 4 4 + 4 > 4 4 • 0 + + 4 + • + + • + + 4 + • 4 4 + + + , //\\//\\ 3V" (T„.\ O • ,-,«-+ + 4 + + # 4, + + + + • TrJ PERPENDICULAR TO SLOPE . . + + •• + + + + + + a + + # + + # r + 4 + + + + • + + + + + If 4 + + • + /' + } 4 + +,•• + fi + : + + , + +.4 M/I�N/�4a e \i\\ I +++++++.+4 + + • . '++++.4.4* + + • + 4+4+ • 4 .. 4 OVERLAP • •• + + + . . . • . • • + + 4 444 r /\\\// 6 12" WOOD STAKES (INSTALL 4 4 4 * + a • + 4 + 4 + + 4 + + 4 . H • + + + + + + + + + 4 + 4 4 • 4 + +, + a 4 • + 4 4 - + } • • + • • + • + • • + + 4 + + 4 + 4 + 4 4 + • . +• + 4,4 +;,+e4t+ 4+++4++a}+4••- ++a4.4r: +•4.44•+++4+}+4- +4++ • // , 2 PER BALE) +11 1 + •-+4 + + + 4 , 444 + 4 + 44.. 4 + 4 + + + + + 4 + + r r \/ 12 THROUGH LINER 2-STRING STRAW �I 4 • # + + + 4 + + + . . 4 + 4 4 4 4 4 + + 4 4 # a • 44 . `+ + + + 4 • + + • + a., • . . _ . P r /\� 7 BALE MP) I � 'S + + + 4 . + + + + + 4 + , • 4 4 + + 4 + + + r 4 . 4 + + 4 4 • + + • + + 4 + + + + + - + 4 4 + 4 a , ', + 4 + 4 + 4 a 4 + . + 4 • ♦ • 4 4 4 '4 + 4 + 4 + 4 4 + • p , ge......±: R � 10-MIL kMPERMEABLE .....4.a + ••.............4.- + + 4 a +4.4 }+4•}+4a+4.•.4 +a+•+_ I --4+++•+4+; #+++44 4«4++• + + • .•. \ - - • ++++ + +.4...4.... # + =�� r \� 1 !1 1/2 PLASTIC LINER I r \ fl i/ VEGETATION DESIGNED Y: JDS + + . � + 4 + + 4 +• + + + 1► UNDISTURBED rif i'4 4 . ;-*.+4•4•••• + + + + + } + 4 4 + \, • v + • •• 4 4 a 4„ + + + - + 4 A 1 , 4 + + • -.. • + +- a a +•4 4 + + • # + . 4 } + 4 • '+ - + + a 4.4'.. P BINDING WIRE/TWINE (TYP) 4'+ 4 +++4, • + 4 + + a + + +�"+ ••••• + + + • • • + + • + ' \\� A ►•STAPLES • ; I. DRAWN BY: cJIYID 0 4 - **4•4••***** + • + a + 4 + + 4 . • r . • • '++.* .. 4 + 4 4 + 4IF ~'��'- INTERCEPTOR t1-�ir'.I•j1. 7 ll + + + + + + + + + + + + + + + + + + + + + 4 + • +4.• • + + +4.+ + + + + -V \\ r `!��r �l SWALE CHECKED BY: JPC �1 err• .. + 4 + + -Iv...* + • + + + + + 4 + + 4 + + + + • 4 + + + a. ..:�.� a f ' ./... -, + . + �1 --!- '� // °O EXISTING GROUND ��. Ii,`.�r•l�'1, AS NOTED ISI -r. n r� ... .... .... .u. rr-rt�.IL� i ISOMETRIC VIEW \�\\�\ 1 4' � ` � / _! ,_�`�{�� ;� r I„ -;,'��` ��►1' DATE:2/21/2018 ' DATE•Z 2 - - q4.1' r► a �� BARRIER REQUIRED 0 TOE OF SLOPE. TYPICAL SLOPE :..:.. ^.-'-. ,,..,.,•;,,• AA 4 • A ix ;''' • i N r ii`H PRVi SOIL STABILIZATION ::.. :::\ ,>ly,'�� ; s a �'\�1' �1� 0 f;.w j 1 USE DOZER TRACKS TO CREATE GROOVES \5 GYNE., • PLASTIC SHEETING %/�//�//\ �I� :/ `,1��' �� .Ka 4 - PERPENDICULAR TO SLOPE ow ,3:,• V- NOTES. �/\/ \ 12s NOTE• CONTRACTOR SHALL TAKE PRECAUTIONS SO AS TO NOT OVERFLOW PIT. ! �� 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, `V\'k\(�\//\/.\X/\\/. •��_ i �� '' 'N NOTES: CLODS, STICKS AND GRASS. MATS/BLANKETS ��0 G1' `4'F 29, loo 41 5 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. SHALL HAVE GOOD SOIL CONTACT NOT TO SCALE ` � P. 4 I- 2. BARRIER REQUIRED CD TOE OF STOCK PILE. 2. APPLY PERMANENT SEEDING BEFORE PLACING NOTES: �• d . I- CI-IR BLANKETS. 1. REMOVE AND LEGALLY DISPOSE OF WASTE MATERIAL WHEN IT ACCUMULATES TO 1/2 OF WET STORAGE goo ',� -- RENEWAL DATE: 12/31/19 0 3. COVERING MAINTAINED TIGHTLY IN PLACE ■ 1 LAY BLANKETS LOOSELY AND STAKE OR CAPACITY OF PIT. F BY USING SANDBAGS OR TIRES ON ROPES WITH A i STAPLE TO MAINTAIN DIRECT CONTACT WITH THE 2. CONCRETE WASHOUT AREA TO BE REPAIRED AND`OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR _ = - @; REVISIONS o MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS, z SOIL. DO NOT STRETCH CONCRETE. FOR FURTHER INFORMATION .0 4. STAKING OR STAPLING LAYOUT PER 3. UPON COMPLETION OF CONSTRUCTION ACTMTIES REQUIRING CONCRETE WASHOUT, LEGALLY DISPOSE OF ON DESIGN CRITERIA SEE MANUFACTURERS SPECIFICATIONS. WASHOUT PIT MATERIALS AND CLEAN RESTORE GROUND SURFACE TO PRE-EXISTING CONDDIONS. w REVEN OI �' O / AND SEDIMENT CONTROL c' a ALE el3dKfiSlP PLANNING AND DESIGN MANUAL JOB NUMBER n 5077 • MATTING SLOPE INSTALLATION CONCRETE TRUCK WASHOUT SURFACE ROUGHENING SHEET g PLASTIC SHEETING CleanWater Services CleanWater Services NTS C eanWabcr 5ezvices Our commitment is clear. Our commitment is clear. CAT TRACKING Our commitment is clear. o DRAWING NO. 810 REVISED 12-06 DRAWING NO. 805 REVISED 12-06 DRAWING NO. 830 REVISED 12-06 0053 N se a s KEYED DEMOLITION NOTES QILI I= _ - _ _ jai, - =- - W _ 1. AC SAWCIIT (Tr) 79 r 1 2. REMOVE AND HAUL OFF BASTING AC ac C.a \ he t a oc _ l - 4,,.,---____,-------------------: WAT f WAT/ -J-- -W 1wT` - --� i}/ - -� `! y� CURB Q Q ~-� ��_ J �_ ( `7 T^- _A _ _WA - .- - -WAT- y-- - --\WA - -- - WAT- ? �- \-WAT-.�.. - �` ,._ I \ 3. REMOVE FISTING CURB 5 LL" _ 1 I I 111 WA-- a � a i _ wAj , J I �`A� C�t �� WAY �i�,\ \ WAr- 4. REMOVE 19 EA. EXISTING WHEEL STOPS, PROTECT AND STORE. INSTALL IN THE PROPOSED LOWER PARKING AREAIC z y ,,. I _ _ I_ 1 1 I 1 \ \ \ \ I \ 5. REMOVE EXISTING SWINGING GATE z 1 I .L, \ _--� " J r / / i-- i 0 + ? - - - ,____ _ ____L __________\ 6. REMOVE EXISTING SIGN i` ) ; Z \ I ` - ofJ ,J _,,,, / / / f / I 7 kt) ,„ i.( sm- - ± -7 7. REMOVE AND HAUL OFF EXSNG CONgtCI 1Afsni - -r r- r T 7 ' S - - ® \ `�' 8. REMOSNGSTORE! STRUCTUREANDPLUGCONNECTIONPE •\ 11 (- - l' sot_-- -I- -1 =4-/- _ - • s,, - Om_ \/ ` _ _I -s, ( - g = g M c E a - \ -�! 4 �-- �' YI I %• \ - 9. SAW CUT CONCRETE CURB AND REMOVE FOR PROPOSED SITE ENTRANCE AND WATER MAIN INSTALLATION a 3 i;�'i o, ILI 1 l \ it um �-. _ • �`. a o \ • �, ,1 10. CUT SIDEWALK AT THE NEXT CONSTRUCTION JOINT (5 MINIMUM) N Z 0 /` /\ \ S% \ �,_\� I / +� t - 11. SMUT AND REMOVE BASTING CONCRETE CURB FOR PROPOSED ACCESSIBLE RAMP. \ \ • 1101 N0 1- ,,,..----\ \ \ \ \r♦► �,,-', \ / / t / f _-�- r-` - - - - 1Z KETONE EXISTING PARKING STRIPES W 7,____ \ \ \_.--- \ \ v , • -- <:--- ?�` 1 ' // /aiiirk 1 ; I , k ,,.. ----- .__. __ �` --- 13. "T' CUT PER CITY OF TIGARD DETAIL 180 0 a a __,..., / / / / att 1 \ \,-, /P/ r_ " 1� } l l / i f l �. tk•\ \� `,\ \ ort1 I I 1,,,,‘CC er, 0 44\ \\\ \ N: GENERAL DEM 110N NOTES. I \ r / _ i l III { { I { / I l 1 i 1/ i MI\ \ mil �� \ \ 1. PRIOR TO STARTING DEMOLITION OPERATIONS THE CONTRACTOR SHALL APPLY FOR AND OBTAIN All II-- Hi L 11 I ' _ \\ \ `� \ \ \ \ -- NECESSARY PERMITS REQUIRED BY FEDERAL„ STATE, AND LOCAL LAWS, (ODES, AND REGULATIONS.\ IIS \ I Iili1 � � , \\ \`,\ \ 1 Q 1 f j { ! I ' / I / \ 1 \ \ \ 1 2. THE CONTRACTOR SHALL PROVIDE ALL THE 'MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, a I 1 1 1 I ® p # r I f ` 1 f / \ `� \kiiii \\, \ \ SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES AND/OR IMPROVEMENTS TO REMAIN QN OR OFF SITE0 \ I / I 1 ' ' ' / _ �- �' s � �� `� \ \ \ THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO MIK STRUCTURES AND/OR IMPROVEMENTS TO CV \ REMAIN, AND SHALL RESTORE ANY DAMAGE TO THE PRE-DEMOLITION CONDITION OR BETTER USING NEW • 11--- --‘\ I '� / 1 . \ \ \ MATERIALS. ANY REPAIRS REQUIRED SHALL BE PERFORMED AT THE CONTRACTORS SOLE COST ANO EXPENSE O/ / � ff / / V4\ II , I I I 1 I tt� �, \ \ '.' / / 1 I ' f f I t I I 7 ; I i 1 1 I \' \ I \ \ 3. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF SITE CC co i / / / / ,,, -- I I 1 J j ] / I II + II ` I MATERIAL SOURCES AND DISPOSAL FACIUTII;S. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO CO -/ / ful 1 04 I I r ' / ' i I 1 I 1 \ I \� \ `, 1 '• OWNER'S nrrrcrxrlTA11VE PRIOR TO INITIATING WIJRK. 11114 / rr [0IIJ f j J ' ' ' / ' f f \ \ .� I I 4 CONTRACTOR SHALLINSTALL fR(?SION CONTROL MEASURES IN CONFORMANCE WITH THE ON CONTROL 1 I 1 , I j ` \ \ PLAN, NOTES AND DETAILS PRIOR TO STARTING DEMOIJ11ON OPERATIONS. / / / 1 I I / l J l I Ij1 I I (.5 / ' / / / I! f I 1 f / I I I 1 1 , 1 1 1 v \ ' I /, I 5. THE LOCATION OF ALL U11U1IES SHALL BE MARKED IN THE FIELD PRIOR TO MOUTON. CONTRACTOR SHALL l / / I I I I I \ \ / I PROTECT AND MAINTAIN IN A SAFE AND OPERABLE CONDITION ALL UTILITIES INDICATED TO REMAIN, AND ____I / ■ / + I { I I I i f „o f f f I I \ % r , PREVENT INTERRUPTION OF EXISTING UTILITY SERVICES EXCEPT WHEN AUTHORIZED IN WRITING BY THE / I I I I AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES, ACCEPTABLE TO r,-,,-- --,11 \ 0 1 I 1 1 I' 1 I I 1j N 11 �I , 1 , r I I I �( I I ' J I I I 1 1 \ I GOVERNING AUTHORITIES AND OWNERS REPRESENTATIVE, FOR BUILDINGS) TO REMAIN AS REQUIRED DURING 0N C I 1 ' I j I I ! ! ! `� INTERRUPTIONS TO BASTING UTILITY SERVICES. T 4 I I I ( • + l / I off { { � II / f\ \ I' \ a I 1 I )� lij ' / I I i f I ' f 1 I r J I I \ \ 6. DEMOU11ON ACTIVITIES AND EQUIPMENT SHAWL NOT USE AREASfouRTsoffox THE PROJECT LIMIT'S VIITHOUT 0.. I I 1 \ \ I + ' ` / f j j f j f 1 J l ! \\,1 I WRITTEN PERMISSION FTtOM 1HE OWNER S REPRESENTATIVE AND VERNMENTAI. AGENCIIrS HAVING o I 1 I IIn / ' f { j f { { ! / �` JURISDICTION IF APPLICABLE CC I I / WIi ( / 11I1c I \ ' �, 7. THE CONTRACTOR SHALL KEEP ALL STREETS AND PUBLIC RIGHT-OF-WAYS CLI_AN OF MUD, DIRT, AND �- 1 I I I 11 + 11 I ' 1 I { II11 � + :\ilhi 1 / I ' I I ■ 1 f ` \ DEMOLITION DEBRIS. THE CONTRACTOR SHALL MONITOR THE HAULING OF DEBRIS TO ENSURE THAT ANY I I / I I I ` \ SPILLAGE FROM TRUCKS IS PROMPTLY AND COMPLETELY REMOVED AND CLEANED UP. IF REQUIRED AND/OR 1 I j ( I I f ' / I I 1 • 11 I 1 ,' i f-`- NECESSARY THE CONTRACTOR SHALL COVER ALL HAUL VEHICLES. I1 / IIII y/ _ , - I \ I 1 �, 1 + ' / ' ' I I I I J I I I \ ----_ r 8. CONTRACTOR SHALL CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TID ENTRE MINIMUM INTERFERENCE } ! J / I I �� I I \\ ,.c, ' -- , _.---1-___A- ` WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FAgIITIES. STREET CLOSURE PERMITS I l I 1 r ' / I L I ' MUST RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY PRIOR TO THE COMMENCE>rIENT OF If \ 11 711- � 1 { 1 / I ti 1X1 \ - - � _ - - ANY ROAD OPENING OR DEMOUTION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. I I I 11111 / I I1 � � I 11 I l / { 1 I Ij / � � � � \ } Z f �1 1 I v, �A /.0 ,HI I I 1 I 1 ' y /� wo 9. CONTRACTOR SHALL CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED I \ I 1 �V _ III \ \ 1 I f / / I f / / I I BY DEMOLI11ON OPERATIONS. RETURN ADJACENT AREAS TO CONDITIONS EXISTING PRIOR TO THE START OF a 11 1 I I / I, / #I� THE WORK. } � - il p I I I I 1 /�/ i I 1 RIS SHALL NOT BURIED ON 1 \ I 0. DEB 0 BE OR STOCKPILED THE PROPERTY, ALL DEAIOLITiON DEBRIS AND MATERIALS 1 : I I 1 1 1 1 1 1 1 I : / el_ 1 ` l , 1 { 1 \ \ \ \ H I f 1 (; / f __ L / / SHALL BE DISPOSED OF AT OFFSITE LOCATIONS IN ACCORDANCE WITH ALL MUNICIPAL, COUNTY, STATE, AND � � 1 1 I r / I I I l I I ! I 1 k�- _ - 7 f FEDERAL LAWS, CODES, AND REGULATIONS. THE CONTRACTOR SHALL MAINTAIN RECONS TO DEMONSTRATE { I I 1 f ` I ■ LI p I I I I I ( f 1 I ,► / / / / / / PROPER DISPOSAL ACTNWTIES AND SHALL PROVIDE A COPY TO THE OWNER OR OWNER'S iw.ri ti TATIVE Z 1 IF ` I 7 I �'- I I I I I I I I 1 1 1 I 1 j . =F ` / / / UPON REQUEST. CONTRACTOR TO COORDINATE AND PAY ALL COSTS INCLUDING DISPOSAL CHARGES. L; \ I 1 � I �. 11 l 1 1 f � R 1 � / / i � / 1 0 1 - I \ { I 1 I 1 l y I } ` 1 I I 1 : / / / 11. PAVEMENT SHALL BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, SHALL EXTEND II I J \ + 1 1 I y I 1 I f / / / T4 THE FULL DEPTH OF THE EXISTING PAVDAENT. THE SAW CUT LINES SHOWN ON THE DRAWINGS ARE \ _� I ' I I I I \ \ \ I 1 f I \ I/ r / / / / / SCHEMATIC AND NOT INTENDED TO SHOW THE EXACT ALIGNMENT OF SUCH CUTS. I I \ \ 1 X 1 I I 1 I I / 12. CONTRACTOR SHALL CONFORM TO APPLICABLE REGULATORYIF HAZARDOUS OR Aen \ I II ' / I \ I 1 I 1 \ ` I I I 1 ( f 1 1 I T �, / PROCEDURES AZARDOU CONTAMINATED \ \ 1 11 \ I ' k l 4 t 1 I / / // MATERIALS ARE DISCOVERED. \ \ 1 4 I I I \ I \ \ y 1 1 I { I L \ \ / / / 13. CONTRACTOR IS RESPONSIBLE FOR JOB SAFETY AND SHALL PROVIDE, ERECT, AND MAINTAIN TEMPORARY Ocv) I ' ` \ I III 1 \ \ \ I / / / �, BARRIERS, WARNING SIGNS, TRAFFIC CONES, AND PROTECTION AS NECESSARY DURING DEMOLITION ACTIVITIES. �r " I I \ I . I I 1 \ \ I l 1 1 r I \ \ 1 14. CONTRACTOR SHALL REMOVE EXISTING STRU LITIES I EN OWN UN G I I ' 1 \ IL--- \ \ 1 ` ` \ ( { : I \ \ \ \ k / / ALL CTU1tES, FACT MPROVEM TS, ETC. AS SH LESS` _ l \ I I I 1 ` 1 1 I \ \ 1 1 j \ 1 \ 1 OTHERWISE DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE W ` I I `"I $ I - /F I I 1 1I . I \ \ 1 \ 1 \ "' / 15. CONTRACTOR SHALL DISCONNECT, ABANDON, PLUG OR REMOVE ALL POWER, TELEPHONE, TV AND GAS CI 1 I 1 I I 1 _ f ' ""` I } \ \ I \\ \ \ I I c \ • j , I / / J UIILJTIES SERVING THE EXISTING STRUCTURES. CONTRACTOR TO CONTACT LOCAL FRANCHISE UTILITY ` I 1 I 1 t I 1j I ` \\ \ ` ( f ! \ \ \ 1 l / / / COMPANIES IN ADVANCE OF PROJECT DEMOLITION TO COORDINATE SERVICE DISCONNECTS AND OBTAIN / I \ \1 I t \ \ 1 1 PERMITS. l 1 \ 1 \ � ` ` � 1 \ \ \ \ N ( f i \ I I j I I 1 I 1 I 1 \ \ \ \ I ► \ I f / / / 16. CONTRACTOR TO COORDINATE WITH GOVERNING JURISDICTION FOR DISCONNECTION OF EXISTING STORM DRAIN 1 \ I \ I O \ 1 \ \ `� \ \ \ \ \ , I \ \ \ 1 1 f / / SANITARY SEWER, FIRE, DOMESTIC WATER, AND IRRIGATION I VES CURRENTLY SERVING THE SITE IF REQUIRED. t 1 � \ / � \ \ \\ \ X80 \ \ \ r � ` / I \ ` / ) \ \ \ ` N NN \ .\ 1 \ \ \ 1 0 C / / DEMOLISH, ABANDON, PLUG OR REMOVE ALL UTILITIES IF INDICATED ON THE DRAWINGS. ' 1 1 I 1 \ + // / , ? / / \ \\ \ \ \ \ \ \ I \ 1 \ { / 17. CONTRACTOR SHALL BACKFlLL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. \ / / `Lo, \ \ \ \ \ \ \ \ 1 \ \ \ \ / / BACKFILL SHALL BE ACCOMPLISHED WITH APPROVED MA I ALL I r ` ` - + -1 J/ / / / / / } \ I l I ` \ \ \ \ \ \ TER ALS, AND SH PLACED AS COMPACTED DESIGNED BY JDS I 1 \ // / / / 1 1 1 1 i \ I \-i1„,. .270 `�- \ \ \ \ \\ \ \ \ / ENGINEERED FILL AS REQUIRED TO SUPPORT NEW IMPROVEMENTS. BACKFILLING SHALL OCCUR IMMEDIATELY DR�wN BY: JMD 1 1AFTER DEMOLITION ACTIVITIES UNLESS OTHERWISE DIRECTED BY THE OWNER'S nrrNt,u1TATTVE l - I I / _ �� / / / / / / 1 \ \ 1 I { _/.•:.: . �4" \ \ \ \ \ / JPC ' ` j / .,.....�r / r 1 = \ \ 1 \ \ \ \ 18. DEMOLITION AREAS SHALL BE GRADED TO MATCH ADJACENT TERRAIN TO FORMA SMOOTH, CLEAN (FREE OF CHECKED BY \. \.) \ 1 g i 'I I I 1 l I I I I iA' \ \ \ NN ) , \ \ \ \ \ DEBtIS), FREE DRAINING SURFACE, UNLESS OTHERWISE SHOWN ON THE GItAWINGs QR APPROVED BY THE AS NOTED \ I o c.r ry I 1 , ` l } I I I acv \ \ \ OWNER'S REPRESENTAT1VE DATE:2/21/2018 1 ° u, I ', " I I I I I I I I 1 i \ \ \ ` } i.... \ \,____ 19. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES AND OWNER'S REPRESENTATIVE FOR RELOCATION ,. i \ I I i I 1 I I 1 { \ 1 \ \- OF BASTING SIGNS, PARKING LOT LIGHTS, ETC., IF SHOWN ON THE DRAWINGS. CONTRACTOR SHALL PROVIDE �' !! - - - - \\\ ---- - r* \ BACKFlLJy CONDUIT, WIRING, BASES, AND \ \ I 1 l srMSO 0 \ \ ............... s"" - \ �........� � 1\\\ � \ ALL MATERIALS AND PAY ALL COSTS FOR EXCAVATION T G � �I �,,, / } \ APPURTENANCES REQUIRED TO COMPLETE THE WORK i �' . irAl o / / /` �s� - �' / I I iima- - -�,_moi _ ��- ` t \ \ \ �� _ y� iiiAmps ,� •• ' Xc-kl - -_ �I �Z / ,_ ` '1'r. MS - ` \\ '� `? '_/� ? � 175 ti �'4«� \ --- -� - - v..r _ HR1 ~~ ~' ~ y] \ \ -_ ` 1 �� ` .�cwt - �� ` Z -1j, -' _ ��• - _ - _�� `� ,.� - • � \ �� -_.........0 ----------- ----__ - ---- ------ `-- ��1`�_�1�_ 1� __-~��-�_ ` ��C�_ ..r �� RENEWAL DATE: 12/31/19 R _.---' 161 , \ --___ 1 \ --- - ---- ------- ---:::-_-- ---__ ------- _____ REVISICNS lb, JOB NUMBER C41114111 5077 SCALE 1" = 20 FEET SHEET I 11.16PO c 20 0 6 12 16 2Q C070 J - - \ _ _ ___. _____ OW SC Q L U CO CC LI 1 - J Q �, J II I I 1 li I SVII� 68T PARWAY \ \ \ at Z\ I I 1 1 1ail \ \ \ \ � I - 1 _ I 1r 1 \ \ \ \ \ f- -1 �T - 111 6 I \ 1 -" � 1 I I / - - _ - ' 6 I 1 r0 I i I 1 I j / / VI TDC 275;2 N ry / / z y/1 1 0f r I / I i co FZI I/ 1 I I / MATCH EXIST. / / /� f MATCH TDC 273.48 ti Z "' "' z a \ \ ` 1 I I 1 I I i SW FG - { `TC 281.41 . I I / I EXIST. TC I / / IIIESZ-1". E► uj CC \ \ \ ,\„ 1 fI f f _ r MATCH EXIST. IC / © z3 u? W V) �.► FG 294.51 1 . v 1 - / M �; = z w \ I 1 Q �. - TC 281.27 } , . • �9 cn o °' C3 CC \ � ` \ \ \ ' �� A _\ 2'- 1 FG 294.49 �;�� ` iiii , _ ► � FG 275.32 - ° . •cr a \ I r _ 1/I FG 2]3.6$ a.- , r - �' \ 1 �5FG 294.69 \ -- \ -- --i--2- /- I/ i I �1 1 �� T -r - ' i - / / FG27542 ( - FG 273.78 II { i - --ic -� _�= J..._. la i \ \ ;'� / / / FG 281.37 I I TC 275.74 - II -- il ' � - - O g \ FG 295.18 ` • FG 295.48 / / / L_ -__1 / __-�� TC 275.80 r�tom-- i - \ - - - CDr tit, a c� ---......-- \ 1 '" , • FG 294.76 • ,[� _s_. - \ --- / °a ,:c cc. \ %FG 294.64 r � ~ f j TC 275.77 1 _ _ _/ < W \ \ �. FG 294.861- ANN i % ' -• L., I TC 274.06 l 1 \ �� \\ c . _ -- �'\\ .� �. /i CC i- \ \ l �� _ FG 295.61 J �; I r, \ \ \ `�\,.:\ \\,,, \ ‘7":',\ - / O t� \ 1 f( e CTC 295.73 d Will FG 295.83 I ' I 1 1 I ,/ \\ N,,,,>\\ \ \ -• I I , , � 1 1 / I I 1 / I TC 274.29 \ `,�, �// Q, I 1 � � / _ II1 [ I ii I / / / 1 . I\ \ ` N\\ \ 1 I ,tom.. / a �i I I I / ! J j j [ I / FG 275.27 TC 274.42 11 \ \ 1 1 1 / //i f ; / / i 0\ \\ ' k i- ---% I I I F 1 1 1 ' • TC 274.00 �� \ \ \\\\ \ ''-��l'1 � // � � � `� o �� 1 I I I 1 I I i [ I / � f � a� I t ‘‘,11,\A1111 %)\‘‘‘,\‘ \ \ 1 \ FM- / / 1 I I I 1 I I 1 j I / / FG 273.53 I (i (11111\C- c\ \ \\I11W�� ' / / � I l 1 / , � \ , � \ \ �r / 1O / I MATCH EXISTING o I I 1 I / ' r I / 1 1 \N �\ I � 11 I � 4 t0 r I I I / / / / / 1 ; 1 TC 295.44 .._ �� I TG 295.71 I I 1 • • / I I 1 I �� 1 1 { �\ / ' / / / / `a - I 1 r I [ ,� 1 I ' ' TC 273.75 I I I 1 Il ' I `� i ` \ 1 1 1 1 I / ,.� I I 111 ♦ 1 1 \\ / I � , � II II I II j I/ i I1 1 1 C3 I I I I / / l TC 295.50 ' I I I I I I 1 f I I I 1 1 I ; I `�(` 1 I I \ / 1 I / s III 1 1 I I IiI J I ( TC 274.001 �' I ' I I / .... . _ 1„_ / / / { / . / I I I I / I f 1 TC 274.291 111 [ I / I F- M / 11 � �� 1 1 I v / i �� I 1 �' TC 295.n I I 1 1 / 1 [ I [ � HIM �; I 11 } :... ( I 1 �Q � ►• , j I I I [ 1I ,I , � � 1 C4 CC 1# 1 f i 1 `.' 1 I 1 TC 274.42 11 1 I J 1 1 1 T I 1 fWIWII / 1 I I I f 1 I� I I I . 1. ... TE 29.90 / / 111 1 1 T \ 1a l 1 1 I .I 4.0 BC 295.40 I I 1 [ ! / ! . '� 1 \ r 1 1 11 } . �, . , , / I / / I I 1 1 [ I I tvI1 �,, I 1 I ! I . r TG 274.35 J 1 I 1 I 1 1 �� o 1 1 I { ) . -... 1-•I ► ' f [ I TC 274.20 f 1 I 1 1 I f I • CC 1 I 4 .., ► TC 295.90 1 • III 1 l I I I I. I I I I I / I :1 I; EW ORAL I r 1 I 1 \ 1 1 I I ► 1 / I I :;.:. r .� 1 i l I�� ) l �' ,� -� ': I a�A TC 29 .90 4 .f :� ,,. ,k I I I I I 1 1 I ; I 1 l 11 I I I. , / F/ACILIT BUILDING I 1 �� I ti 1` -- _ �, 1 i f � li / TC 295.67 I� , . 1J I FG 275.27 �► Hi I 1 �"� I I I 1 I v ` !' IC 295.76 `: I�,,,,[ I I � f FINISHED FLOOR ELEVATION t ; I I �I �- J `� 1 1 \ 1 I f I7 I . I 2ND FLOOR: 296.00 1 I i ] I I �� '� I I 1 - -+ ,4 ;.. CONSTRUCT AC PAYT BASEMENT: 275.33 I f I \ I / J 1 TC 27385 -� �1 I j iI .� I . a FLUSH W/ CURB / 1 1 I 1 Z } I \ I 1! I I . Y \1\.1.\'.. 1:_'.: I ;; , - 11 I1 _== ,1 1 1 1 I � ' I I r I ! I ( A• FG 273.50 , ` '�� 41 1 I 1 } I II : TC 295.26 ! I: . . �. ' `� I: : • �; Tc �95.sa 1 I t I \ ° // ' �/ / 1 I i / I I 1 ' I 1 1 1 1 \ TC 295.36 I I I FG 273.56 /� �� ' CL 11 1 1 / �.I :�I' 1sI I I 1 / 1 / 1 I 1 � / I 1 1 1 \ 1 0 .. l if L 1 I 1 1 l I 1 / 1 I I 1 / I I I z _ MI I/ �� , ---7 / / / \ C.'3 _ I f FG 273.76 +� / 1 1 1 I I I I �� -- ' 1 a I �v TC 295.90 l I :rs_ - / / I I I N 1� __ J. .. 1 , , 1 I I �-� / / / 1 \ I ; \ Z I iiI ' I I 1 _ r - �� . .� TC 295.9011 1 �. 1 / / / J 1II I } BC 295.44 I • �• • 1 / / / ; , QIl ) 11 / / I \ � 1 I / �:.�� 1T , I I I1 1 I � / 1 1 / Q1 II10 �► 1I I I \ 1 f 'IC 275.35 �!1' TC 275.33 i / / / I I I 1 V UNE (T1�P) / . TC 295.72 , ' 1 1 ' • • - ° iI.�l I / �" I I 1 ?`9s1'6 MATCH EXISTING 4 L l ! J ` FG 275.271 \ \ 1 / / / / / 0 1 I I `TC TC 295.75 14 1 I I1 / / / ---- i L/ I I 40 II 295 38 I TC 275.46 , I TC 275.46 11' \ \ 1 I / / / _ \ I 1 \ s' �- 1 ` 1 I 1 l ` { 1 1 . .. . : 111E11 FG 274.191 ` f ( ) / W I l I I 1 TC 295.42 ` \ ` � I � l ` 1 \ 1 1 �--'-- ii, �'`° � \ \ 1 1 1 1 1 l 1 I I �I� } 1 7 1 1 1 \ TC 275.35 TC 275.33 \ \ 1 1 1 1 I I I l \ TC 295.75 1 \ \ ` 1 1 1 J 1 } 1 11.4 1 1 1 / NO1T=SI !:I 1 1 ' l 41 \ \ \ \ 11I J1 \ 1 1 N 1 1 ( / l . _ 1. CONTRACTOR SHALL VERIFY FIELD CONDITIONS TO lI ` 1 :� TDC 295.25 ( �yFG 296.00 11 \ \1 \ 1 1 1 , / / I \ •\ ' 1 \ l I / / / ENSURE THAT MINIMUM ADA STANDARDS ARE MET FOR . \ \ \I l 1 \ 1 , ` ` \ \ / , \ \ \ 1 1 1 T' J / / / ADA STALLS DURING CONSTRUCTION. 1 , \ g , I 1 ilium ium FG 295.50 \ \ \ t, \ \ \ \ N.\N \ / I \ 4\ \ 1 \ / _✓-1 I 1 1 \ TDC 295.25 Ala \ \ \N N N ? • \ \ 1 1 / I / / / l \ : 1E2 / � \ \ \ \ \N � \ 11 I / =1 1 N TC 295.75 _ 295.50 �0 / / .... \ \ \ \ \ 1 1 - - - ;� L 1 \ . FG 296.00 /�' / l \ \ \ FG 273.76 17Q 1 \ \ \\ \ \ ` / DESIGN® BY: JDS - I 0 `j. _ l _' 1 + TC 275.77 atm FG 274.00 \ \ 1 \ ` DRAWN BY: JMD -�, •-: 1°.... •_ _ ; j . ,-_......„........10.0"""",� _ �►®-//�'_� � FG 275.27O . . '4 s\ \ \ \ \\ \ \ \ / LEGEND: a a� a RC M.," \ \ \ \ \ \ \ ` as NOTED S { 1 >< 1 I / j MATCH EXISTING \ ! �, TC 294.28 ti TC 292.93 / 1I \ `` I N N r / 1 I TC 276.45 1 ..,....... : 14`"; .-, . ..• • \ \ \ \ \ 1 \\ \ \ \_ } `. I ` d;. ! 1 _ ti i 1 ,r. \ BC: BOTTOM FACE OF CURB ELEVATION Zi DAllr2/21/201$ I I I I .�`I I 1 1 cr) �, �, ` f - I - \\ 1 1 \ \ \ \ \,� � _ G. FINAL GRADE (� / 1 1 MATCH EXISTING N ! 1 O I 1 1 1 1 O \ r \ \\\_400_01, \ \\\ 1DC: TOP OF Lir ne�xil CURB ��3`ui3' 1 N� I p �= r1 { \ \ 1 1 `` -�----- TC 299,05 1 \ TC 293.50 L L �. ` � TC 274.04 . ,\\\ \\ �\ \� _ . __ _ _ o • r TC 274.20 \_ \- \\\ TC: TOP OF CURB 1_ ,� - / fill/ i •/ f -�_ 7- - ` TC 276.97 TC 274.94_ :3 . , k 1 l \ , \\� �� ' � 1 :20.43 t _ �r� -�. -- 1 - - o, a9 ` ` � / � ��ZQ4.61 � � _ _ 29p_ \ --"--45 ` - -- � - - \\ , GNEs9 _se 1 _ _ � \ \ 28 \ �,' TC 273.96 / -- ` A \P l )11-1 TC:297.99 „ ■ p _� \ / �- � \\\\ SHR I St TC:295.15 \ \ \ _� - Z `- - L l -- -----:---.:_,,------_,-S----7---=_- a 1 I TC:297.94 \ \ \ �� - __----=_-_---��- t - `��- ` - _ \\ I! \ RENEWAL DATE: 12/31/19 I{` 111 TC:295.24 � � � �`� �`- �� -� � � �- -�_ ' 4I \ _` of ..............-s.___ ~___ ~ ~ ��,_......---..z.....--_-____-_-- �-� _'�=_= � �.-- 1�_.-z..-. __ ••• ._--4..-'-z._- - -`r"' `- REVISIONS • ___ _ _ _-_--z-- --_-_-.... -=-_-_- _-_-_-_-_ ,_-- - ,----- w ' I )il-iii � � -_ \ \ \ \ �� _=� ��\ �� JOB NUMBER \ ��;��`� 5077 \ . SCALE 1" = 20 FEET SHEET AT I IN'ii!im 20 0 $ 12162Q C471 N 4 N W W CC V _ � - - - - - - -- - _ _ _ - - LEGEND cc 1— � � �J — — — — — — \ W = .� • ` NEW HMAC (PER PAVEMENT -.._ - m SECTION DETAIL) Q w IC d ID SW 68TH PARKWAY I...:°.. I° SIDEWALK U z CO z �.-Q z a - INSTALL CURB PER ` — — — — - _ _ �'' z BENS 01�'CONCRETE PAD qTY OF TIGARD [� NOTES' 4 u) z DETAIL 125 z a N Z "❑ 35' RIGHT OF WAY CONSTRUCT PAD PER arc__, 11C" z 0 CL 0 ( INSTALL SIDEWALK ALL CURB TO BE TYPECURB PER DETAIL z1. . �'--3.00PER WITIGARD DETAIL 120 OFCARDz,:,:-') rplg ,T, g- LciA / ......,.. , ci .. , r v ili - - o. c v . .,,, Iii W u. �' ',t -- -.I 1 _ 'CURB / - * .. A f mark. a _" r _15100t NOSEDOWN W " 12.00 � i CURB INSTA STOP SIGN o " INSTALL CONCRETE L _ `\ 0 °CC 0 : SIDEWALK PER DETAIL \\I„_!......o _, 800, O �I,r W ° i IR , _ CONSTRUCT COM qAL 111\---- 11•19- Q CC xQ ®� 1 DRIVEWAY ENTRAN \ Alit a, CC 0 _/- 0 __ ,-- -- STAI►113ARD PER qTY OF 11GARD �� VERTICAL CURB �• DETNL 143 `\ V�i 0 CC i ii 111 Q " PARKING STRIPES i\ cS ,... ._______ _ \ % \ p 6 c., `N` 5 STALL BICYCLE R=4;1?'-` Ili \\i a Ci) i PARKING (PER DETAIL) I it ii T r � � i 8 g Z 1 I ` % i f:::1 .,.''''''---- ' \ * I ;; 0 �\ \ iii fl.5' —.. °D \ i 12.5 ' �' CC C° R � `�\ % \% i LANDSCAPE PLANTER ROADWAY / 1 RELOCATE EXISTING i i• I AND SIDEWALK STRIP 44 (s) WHEEL STOPS i i i _ _..._. R=2.01 °D j • • •• �� i c)3 0i 4 4EXISTING 5 WIDE � i 4' WIDE WHITE `, i • . EXISTIN (in PAINTEEND RED D CURB • PAINTED STRIP£ �\ I `i SIDEWALK CURB Imm • O WHEEL STOP \\* \ Cr)■ ( ,) I 1 �i TYFI ROA1 HALF SECTION (l0' RAO ❑ �� a *4\ R=4.0 _� J I \ i*i NOT TO SCALE 0 N,11 CC O. 1.- '' cli t * f Y )) S +ARD 49.50' 18,5x, j f iiiii\ r0 o 011 • I vERTTC CU�tB. .: I 0 iIIii. I \ t, �: • �� : NEW STORAGE I I — I 20' ACCESS EASEMENT TO �... L � BENEFIT TAX LOT 2400 EXISTING PARKING AREA 1 R=2.01 FACILITY BUILDING - -- Tt=120' BEGIN RED l • 111' 1 Ill z LIGHT POLE (TVP) 111 "�. a _ — . • PAINTED CURB a .CE\ OA\ mewl - I1995' a .. 4:Y2' �. r 4.00' �_ • 1111 -711 ' 0 v, I d . • _ � � _ ' ,q'. . � . '' �. .v� - � OVERHEAD • � t 0 �., �. • V AC PAVEMENT i• CANOPY p . ( y{ )) PER DETAIL Iri " ti vot$ •i,,,,, 6--- R=2.fl :� =120' ,' k �: . v • 1: .. ' ' . •,, •1. - 1 0 , • , • . . ., , , , _ , / um / , , . ,,, -, I 0_ g N • PCC PAVEMENT • •• •t • _ 6.00' F O ) °� ♦ PER ARCHITECTURAL R-1.5 , . ^ STANDARD ^ P • PLANS e Z 1. '� VERTICAL CURB ♦ STANDARD i. _ . INSTALL CONCRETE � �, �VERTICAL O O W • SIDEWALK PER DETAIL OVERHEAD CANOPY .�-- x.06 -*-- }� � O n • 1 15' CLEARANCE !p. . g O2 j'a 111I 0 0 -.. .— , PCC PAVEMENT O Q R=1.5 INSTALL SIGN PER °.15.50 NO PARKING FIRE , : tll. _ ACCESSIBLE PARKING 6 -CONCRETE (3300 PSI ® 2B DAYS) ��.� --26.OD y- LANE SIGN (FENCE 000 9.50' _ SIGN DETAIL 4 - " CRUSHED ROCK -R=15' „� MOUNTING) O O 1.7�X W I . - I INSTALL CURB FORImum D0 ACCESSIBLE RAMP 0 0 INS-4LL�ENT MARKING SEE ACCESSIBLE RAMP ' D�O S L PER OTC STANDARDS ,5p' DETAIL THIS SHEET I ` I I . ACCESSIBLE PARKING �-INSTALL SIGN PER * TANDAKUS (FIGURE 6) I • iiik ACCESSIBLE PARKING 6.00 DESIGNED BY: JDS I. SIGN DETAIL NO PARKING FIRE r LANE k 0) • n. I -4;L:6..,' ac r� j . DRAWN BY: MD f: WASTE ENCLOSURE AREA I L SEE DETAIL SHEET G500 CHECKED �: '�C �� 0 ° ( ) SCALE AS NOTED I C-----. * ' I 6 0 • OCK �` R= 'r . /+ EXISTING ULTRABL 2' WO DETECTABLE DATE 2/21/2018 i RETAINING WALL WARNI G SURFACE � Ae � d S A7 PER PAVEMENT PER A STANDARDS tsa\ "cl -= D STANDARD o � • ale �_ 1, VERTICAL CURB ,. Rrr • (1) alk �.1$'° ACCESSIBLE RAMP DETAIL ' A:J �N g i. -8.0' \ ____ R=8.0 NO PARKING FIRE �.� a zoo ti �' LANE SIGN NO PARKING FIRE 0 NTS tiyA �$ P� �� R=2.01' \-R=2.0' LANE SIGN ' CHR 15� RENEWAL DATE: 12/31/19 0 0 0 PCC PAVEMENT REVISIONS �' 6"-CONCRETE (3300 PSI 0 28 DAYS) 4. i 0 4•-i' CRUSHED ROCK 8 ' Ili41111 — JOB NUMBER ri SCALE 1" = 20 FEET 5077 SHEET zO 0 8 12 �a zo Q ciao 0 CD LU LU CC ,, �" wAr- --war -- - ` wAr- _w8 - _ ter- _\- -wAr- rwT• . _....fir] iNArt.-- . .. _ WIT STORM DRAIN NOTES c �- SW 68TH P RKWAY� - - _ _ - = W 14 /� 1. PRIOR TO CONSTRUCTION OF STORM DRAIN, CONTRACTOR SHALL POTHOLE EXISTING \ �- -� - �-- _ _ - - - - - - - UTILITIES AND VERIFY EXACT LOCATION, ALIGNMENT, SIZE AND DEPTH. v - _ - - - s - - ,�' I - _ -_sA'''" - -- i sAN- - - ---s w_ -• - -Sm-_ 2. PROVIDE 51D CLEANOUT (CO) EVERY 100 FT MAX PER UNIFORM PLUMBING CODE ,o •w •-• / / `STM' - - s, - -Sri - - -STM- - - (UPC) (TYPICAL). / ' Lij7 _._--.-, -. _ 3. AGE PIPES AND STRUCTURES ARE PRIVATE UNLESS OTHERWISE - .. ALL STORM DRAIN c N -- -..-- 11,---___, --, , .. ` .. :b : , NOTED. THE ON-SITE STORMWATER FACILITY IS PRIVATE z Z / ' • �• -�.,,,..---,....--- 1 __---- ,, - f- '- ' _ _-_ ` \ \� �\ �� `- - - �- - 4. ALL CLEANOUTS IN PAVED AREAS SHALL BE INSTALLED WITH A CAST IRON FRAME NWT W c� M . *°alit - =o,,. ® L--t'' i _ TM C67 I \ \ AND COVER. _ \ \ \ CD. 41 co .1 ‘41) L___,,\_;),_,,,,,_.4, \ , - do was 1 f,„,___ ,. , . c:3 mmc„ ri, F7i, (gm wrr�--) s .....":„),---4V oplit \ ` \ii.i.r i u� co cniire r�E \ \ \ \ i tsl C] CC [f] \ z IN, in o W /� I' .,_, +. 6' PVC SDR35 \ '\ `\ \ `\ i a z n uu N �` I0 ROOF LEADER DRAIN `� \ \ \ co o 'r CONNECTION 5 - \ V► \ \ ` \ "' CC!1151L]: -.6 O .... / ` STM-MH4� _ 1‘ \ `\ �\ V,A o ui > i STM-005A--, y £: 4L1 II /EX. RIM.273.r \\ \ \► l'a ' ..=- PR RlI: 73.5 `� \ \ \ ` `{�/rr I 0 Q 1� ,' grm-0058 ! \ , \ \ V/A. STM-005II I `\ \\ , `, W . t 1-- ) 1 1 I a I .'.'`�f:. PROP. ROOF f v \\� \ \�� \'\ 0 CC og • ,:.., , ••: : ; LEADER DRAIN i f ; �` ', , Vier/ WIN 1 . `:.•: ' E: 291.77 \ .\\ ` \ CA 11111m1 <X . 1 11 tl 1 _ _ _ \‘‘41\ 04 . . �\ \ CIO ` ` CIL ', : 6' PVC SDR35 \ \ \\ I ij ,� IPVC p5 . -: •-. ROOF LEADER DRAIN RISER N '' \ �� ` CII� OOF LEAD I=R �. �':.' . ' COORDINATE LOCATION WITH ..- STM-C89 ~ ` �` \ \ \\\\ \�e AI CONNEC11 •' ' .*'• .F FINAL MEP PLANS \ \\\\ , \ •• . .-- ;}� SEE DETAIL BELOW i 1 �„ 1"-r-,. '''''''7 \\ '\ \\\\ \ CC C- ' I � (TYPICAL OF 4) ,0 \\ \\\` \\ CC) I :.`Y ; \ \ \ \ \, Q I I * :• i .� ��- • N 4-RAISE CLEANOUT \ `, `� \ • I • ♦ EX RIM:272.59 \ \ V I •. • Cn S=0.0100 FT/FT STM-006A� --- -:: 1T�_C06B PR RIM:274.38 \ \\ \\ EXI51: INLET. 1 RIM:275.08 . ::a yIM:274.70 I \\ �` \� 1 • B IE: 291.25 I1 6w PVC SDR35 • ' ; STM-006 = \ CO 0 r - ROOF LEADER DRAIN�# I \ \'\ 0 N o • O CONNECTION _ �' \ r Q . . . 1' 1: w I - / \ \� 1"" , i 33.5 8 ADS N12 I / \ � � 580.0562 FT/FT \ CICT I STM-007 '. ` . STM-CB1O • ■ ' RIM:275.95 kl \I' f 27278 k _ ! ' 1 . E i ° RAISE CLEANOUT RAISE CLEANOUT i ''f ! Z •• \\ � EX RIM:285.73 EX RIM:276.60 ' 33 40" C3111g mmill< �. RIM:27 5�" '--___- --- STM STM s PR s 6 7 R 2 'w! STM CB5 ".arr. ...� . wrr. •,.. /`m Num sill, w. MEM 111111110 1.11111. ip- ;114SCALE 1" = 30 FEETCO __-_,t W W ,i1 30 0 12 18 24 30 0< CC < UNE F Z 0 iF _ co 'RftA to w r7 280 280 �'' w W 280 280 280 280 �. 40 b = �. ^ 280 280 u, a rn ao 1703 REMO EXIST. CLEAN XT, rn r l'-' z '` rn Q N rn ao ca co QC. Cid ao 8 CO ao CC a o A N �, a ^ N N CONNE EXIST. PIPE`, g Q; o N 0.1 °^° FINISH GRADE ° «� FINISH GRADE O p + N U c.i M C N clLes of as o + AT CQ ITERLINE • (8 W do 10 S) TO PRS. MH FINISH GRADE o Co AT CEN �'UNE� ,n rri N F FACE OF BUILDING Q O U N U H N I co r�T w cv �' FINISH GRADE 1 1 N 1 • z HELD RIFY INVERT 267A4 m +n •• AT CENTERLI VE F-_ �' +"i ;c" N t • BF 275.33 EkS11NG GROUND F AT CENTERLINE )�- W �, z �.5 1 O ADS X12v. �'N cn cry W �+ m o ^ N X AT CENTERLINE _ /--11.6 1 ADS N12r ° •-. I # 1 T EXISTING GR ND WM Z cn cn E cn cn w S=0.0200 FT/FT in ce / a '• N w» cn cn cc 275 -- ---� 5=4.0 00 FT/FT 275 275 C, 275 275 ,,, k w Loc' 275 275 275 - -- - - Nom __ Q N 4.1' 8 ADS N1! i ---'- -- -- -` .- r- -- _ - ~ - EXISTING GROWND =�' `r' - - - 6 PVC SDR35-� \ WATER ROOF LEADER DRAIN RISER ��'��3 " MIN. COVER Q 5=0.0050 FT 'CD8 �� 105.0` TRIPLE 36' ADS N12 S-0.0019 Ff/FT \\ 7 w AT CENTERUN_ -68.8' 8' AD': N12 COORDINATE LOCATION WITH .� 4 3 PE' p• I EXISTING CROON) 2.8 8 ADS N12 47.4 8 ADS F7� AT CENTEI►LINE 5=0.0100 F` -� 5=0.0100 IT/FT S=O.O1G0 FT N12 FINAL MEP PLANS �■ �- ( �-.� 270 270 - 270 270 L 270 270 270 270 - ' II II » t 1 - I I \ 6 PVC SDR35 • A TE ROOF LEADER DRAIN-J �" `-1 \ _ CONNEINCTION TO TON PCT HOLE AND LOCATE- CONNECTIONS . OF 4) --1 I„, ' ROOF LEADER IY AIN 36" ADS 1112 TRIPLE 36"ADS N12 EXISITING 8' STORM a' p 4 ME DETAIL - I I \ CONNECTION [IETENTION PIPES DESIGNED BY: MS 265 PSE TO VERIFY DEPTH U _ I 265 265 265 265 PO 1 HOLE AND LDCATE---/ 265 265 265 DRAWN BY: MDROOF LEADER DNIIN FOR PROPOSED CONNEC-ION I I - - - EXISI11NG 8* STORM CHECKED BY: JPC CONSTR1C11ON 3 EA. 36'x10" REDUCERI I / 3 F.A. 36"x8' RECJCI=R- Fl1IINr' AND ASSOCI ,IID '' PIPE TO VERIFY DEPTH FlT11F G AND ASSOC ATED 10* PIPE AND F111 NGS L FOR PROPOSED AS NOTED LOU 8' PIPE AND FITTINGS NEEDED TO 1NTERCON�,'ECT LOU LOU LOU 2g0 CONSTRL CT10N 260 260 LOU DATE:2/21/2018 NEEDEI I TO INTERCOMIECT STORAGE APES 1 N =g c. STORAGE PIPES a z o pr • n � 1� i 8401_,,,,. .�� Gy � g F- 00 �p N � Nf�l1 ki � 'l M yNN P >: 5 5 E co• co cv N '� N 255255255 255 255 255 255 "f ' r.5. g `•� 255 1 N z r- N mt. co a 29, 114- 4`' $ - ••,. - o64 ,,_. z b-' A \P mw ,�� a ~ wCN CHR`St cncn� _ BI RENEWAL DATE: 12/31/19 REVISIONS 250 250 250 250 250 250 250 0). .250 a o o a •a o o �n o o r7 0 0 0 to = O U) O �t) O It) O M O S 6� O I[') O r') + + + + + + + + + + + + + + + + a Q r N N r•) 1') a 0 C7 Q a - Q 0 JOB NUMBER 5077 PROPOSED STORM DRAIN PROPOSED STORM DRAIN 1 PROPOSED STORM DRAIN 2 TYPICAL ROOF LEADER DRAIN CONNECTION DETAIL i HOR: 1"= 30' HOR: 1"= 30' HOR: 1 "= 30' HOR: 1"= 30' SHEET i� 5' tt 5' sr 5' �r : O (.,, VERT: 1 = VERT: 1 = VERT: 1 = VERT: 1 = 5 C200 Y Q 11 Vl W UJ\ SANITARY SEWER (SS) KEYED NOTES ®. . ___ _ _ _ ___ °C �� _ - - -- -4,, �- - - - -- 1. CONNECT TO EXISTING 10" SANITARY SEWER•MAIN - BORE A SMOOTH CLEAN HOLE W = IN EXISTING MAIN AND CONNECT 4 LATERAL WITH AN INSERTA-TEE PER CM he ac ca f� \ DETAIL DRAWING 530 a a WAT- --- -war- - - war - T - NEW 4" INVERT ELEIh 256.48 a \ 0 -WAT- - 0 {/� /� /� - - / -- ..----->„-- yl"` - - �-WAT-- �- -WAT.-.-.- -\*AT- -. --- WAT- -� - -WAT .� WAT-.---• --- EXISTING 10' MAIN INVERT ELEV: 256.06 - a WA ^ Z N / ----• o © SW 68TH PARKWAY 124+ [rel w"�J "� \ 2. 88' 4" D3034 SIM-35 5=0.1195 FT/FT (INVERT: 267.00) clig ' z \ '=8 z < �� - _ , - - - - _ _ � - I 3. SANITARY SEINER CLEAN OUT (SAN-C0-1): W 6 - - - - -OISAN,- --sAN- CCN-SAICD• 4. NOT USEDm c, -se0A ix* An - STM ; I1t- 5. NOT USEDIre r E--E \ -sTM can= M e, Z N Ilii Q a �_ / 7 6. NOT USED a 4 o o F uj / / - . _ _ _ Olt sot ;. • ° w - 7. NOT USED a o u, U. • y�� 1 ;:moi _. _. _ - \ .`� - `� ` -``, r 1 8. NOT USED Z fg 110011 7-- Lij - © I m `ikh\ \ \ \ ` \ 1- 9. PLUG AND TEMPORARY LOCATING 2X4 BOARD PER CWS DETAIL 520 O c � - L- 1 - 41013 \ \ \\ \ ` 1 0 Q 0 � 6 * \ ` 10. SEE MECHANICAL PLANS FOR CONTINUATION 4 ° ' • '4111*. 10 410#-2- \-1.:- -w--4111,‘-‘ \ W ..''''''. - I r*". .!- --.( 1111W .:'• : . .. ri -... , ..?_, , \ \ , ,\ cc o pj,......._ i 911111 MO 111. 7 ' \ . \ um iiiir IF tre ita 411 0 CC I - ni,_-- - LT "" "l`n' \ .%:\ , ,, 1--'II 7 \ I li Lso ow \ \ \\ 1\\ 1\ `\\ \ \ I y wir , - , \ \ il a . A \ , , .- `; \ I / f i - , r 1-7\\ \` \ \ `\\ 1158 I \ \ \ \ 1 /._ , ‘ , WATER AND FIRE KEYED NOTES © �' ` y it ‘ \ (D `\ \ \\ 1. EXISTING FlRE HYDRANT ._ . ,1 II i k i \l \ \ \ (FLOW TEST DATE 11/28/2016) ! ce co ..., y �\ \ \ \ STATIC PRESSURE: 89 PSI 14 f ii i • • • I \ ` \ \ `\ ` RESIDUAL PRESSURE 73 PSI r,_,. .. I i \ \ \ MEASURED . '� � \ \ \ \ AVAILABLE HYD. FLOW: 4889 GPM V I l I I \ \ ,..m Cl') il I \ \ `\ `\ `\ 2. TAP EXISTING 8" MAIN WITH 8"x6" TAPPING SADDLE (TVWD DETAIL 8) AND 6" ... II g 1 i 1 ., \\ \ `\ GATE VALVE, FLXMJ (TWO DETAIL 3). CO 0 , Oa I ) I I .• �•' A. f I `\\ \ `\ \ 3. INSTALL 6' DOUBLE CHECK DETECTOR CHECK WITH FDC PER TVI) DETAIL U N CC 0 1 ' ,. 1 f f \\ 8\ \ BF200 CL r Q • f r • a:+ , fI `\ \ \ 4. NOT USED o 1 •a .F. ,. 1 , r J • p \ I I ♦� I , 1 1 \ \ 5. NOT USED NEW STORAGE 1 �N > > \� \ r. V v: I I , 1. \\ \ 6. 6 CL 52 DIP 68 LF (36 MINIMUM PIPE COVER) IN POLYETHYLENE + a ., FACILITY BUILDING I \ I - , _ \ % ENCASEMENT PER TVWD DET 2 AND ADDENDUM#3 (EFF. 10/1/15) I I v \ a - Ir. 7. FIRE DEPARTMENT CONNECTION (FDC) . Z v. y .ii 1 1 .. : '. q ,.• .. .. . •' 1!4,----- 1 r. \ - $. 2" SCH 40 SUMP PUMP FORCE MAIN WITH ASCENDING SLOPE. DAYLIGHT TO Z < 1 ,...- -.., ;, . ,. . L I ~ ` .1 - - \ FRCS OF CURB. 4 ...1 I III I • v . ti...: '1, ' •111' ? 0 9. INSTALL PUBLIC FIRE HYDRANT (MD DETAIL 0110 WI lall �.' ( 101) a i._ 0 I 1 1 �• IWell 10. SEE MECHANICAL PLANS FOR CONTINUATION. W 2 f il 0 ' ..4.. ... �_` . . . . I _ C� i 11. 1" PEX PIPE (52 FT) URI '•� 1 Q . 12. CONTRACTOR SHALL USE THE EX1S11NG IRRIGATION SERVICE FOR DOMESTIC W a ;. • .• . _. i=_ SERVIDE CONTRACTOR TO COORDINATE INSTALLATION WITH THIO AND PAY N 1 1 I • • • 1 THE REQUIRED SDC FEE INSTALLATION OF THE DOMESTIC WATER METER PER I I Q ) I ,� • T T TVWD DETAIL 7P. INSTALLATION OF THE 3/4" DOUBLE CHECK (DC) ASSEMBLY OP- I . . ♦ Q.r + .•-..{��{�� I _ PER TVWD DETAIL BF1O. f H i, .. . II - f I • • ' 11584if0 I I . , ' 4t CC r. . 1 e IL., , : ., .. ._ Y. . I ,:: NOTES: Z Q g 1 QJ 1 1. JOINT RESTRAINT CAN BE USED IN LIEU OF THRUST BLOCKS (TB). r 1.i f * 11 I I I I DESIGNED BY JDS r X1 I I 410 P I �� i ,r,. DRAM BY: JMD ( I 10 _ I I ,�.� _ „,„,. ..kr, I L. - : L_ i CHECKED BY: JPC � �_-__ • -- . . - __ --- - ,� / / :. .b AS NOTED _ )� 1 / ° • • Ste` f F� I DATE:2/21/2018 WW '• . L f f{} 110 -SN STM Q -sm STM -- SN--- - STM a - _ 0'., titiJJ F E01P- 111040 0 - - - - - \,• Q . .•+ tl 0h1041 , -- Or t i elm NIS NM - -- - ..--- --..-al" ill" 111.1 Nium *** 01 411. On NM MIR NO "III iiim mu lift awl ra. Q30062 014 X37 _ 14L---) I NM Me 11582 0 11035 30061 SHR 1 S 0 RENEWAL DATE: 12/31/19 ~- 30036 0 30038 11028 FIEVI0 SIONS 30060 0 W rrs g s JOB NUMBER • SCALE 1" = 20 FEET 5077 liieiel SHEET 0 20 0 8 12 16 20 (i' , 0300 T W Ce W a a wig N c Z cE ;r� 3-. ;-, r:,.ice. .^�. J t; .-r r r 3'1;t„� �� CC (NI Z . . .--] as ., i _ ; �?xi iY: ;x. 'x ".. h r -' '"'-!'' :✓xi' . 4 ^ • a s CO ,''' 'F +��,?S'A � v - -r;s7", a "' . rc�r ?„t M=`7 1 At,r4; ). 4) lin. Z ..,, .+ , ..�5j .;.,- rd KaS, x .: 'd: w..-h, , +,* ,yy",+ Ur }� ",7) 0 D. ci) Z ■ .SC LED I Project Name' Catalog Number, Type x .R O CO CC1 !.� - 'j Z CO Tri a� OC U •.":.1,71.:-.".17,...;,. .:•:1.- ..-4: � 3-A. 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' design that is inspired by the VLX area light series. It combines LED 4000 or 5000 Kelvin temperature for the LEDs. p 0.9 tL2 1.3 �..: 1 3 T .�-0 0.6 . _ 0`3 0.J 0.� 9.� Ct2 H 1..2 -.0.2 :-Q.2-.1 - 0..2 . ° . 1 .••S: .., .�.:' .::. s LP-2 ��' . _ • . . . .- ` : . ►v . performance and advanced LED thermal management technology and i • . I A durable polyester powder coat finish is guaranteed for five years;and is •'- provides lighting that is energy efficient and aesthetically pleasing. CI Immo '1.1 1.11 5 .1.0-.-'. '~ '1..i. '. . '1,4. ` . 0.7 "0.5......-"-0-A- �0.2 `0.2 '0.1 `0.1 ., .1 `0.1 a0.1 +0.1 '0.1 `0-1 D.1 •07 1 'U.l v.I w;.1-0\.I '0.1 ''.. 1- available in standard or custom colors. , . - a �_ __ \\ \ The LED's performance and t e driver's life are maximized by enclosing g1 \ \ The VSC Series is an exceptional choice for office complexes,schools * ' �� EE05-1 +1.7 '1,2-''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 -- p.0 \Q.0 '0.0\\\ them in two separate cast alu inum housings. commercial buildings,and many architectural projects. i z' CC C° i o i L___�� Easy access for mounting maintenance. "r;' (40 / + ' :' ♦ • + + �. -I `�0 I '0.1 '0.2 `0.2 '0.1 '0.1 '0.0 '0.0 '0.0`\\0.0 \\ ,``` The LED light assemblies coniewith 16,32,or 48 LEDs. k ' � a .� 2.3 2.5 !.. . �., •1.2 0.8 0.6 0.4 0.3 0.2 0 0'1.2 *, : `2.3 +2..IL2 ► '1.5 u.y U-i v.,.) U `0.2 '0.5 `0.4 '0.3 '0.1 ' 0.1 +0.0 +0.0 0 \\ '1.1 1 '1 F '1.4 1.4 1. .® 0.8 1.0 0.8 0.5 0. 1 1.1 D.0 O.D \ \ Model Optics Source Milliamps Kelvin Voltage Mounting Finish Options • T \\ '\ VSC 1 Type II #bf LEDs mA 3000K 120-277 ailMount Bronze Button Type Photocell t `10.9 ; , `1.1 '1.0 `0.9 O. .1 {J�9 LP-4 '2.3 '1.9 '1.1 '0.6 '0.3 ++!. 4 `0.0 +0.0 \ \\ (T2) 16 350 Wa3K whits •Unive sal (WM) ( Spaafy witage. M l \\ \\ �1fiLC (3) ( ) (UNN) Black (PC240j (PC22T�7) N Q ♦ • -- • ♦ • • • • • . • + • \ \ No ave E m Conduit BoxC.) cc .0 3 .13 `0.9 Q.9 0.9 0.8 0.7 f 0.7 4.2 2.6 1.5 0.6 0.3 OA O.D 0.0 \\ \\ 7oornA 4000K ( ) (BK) *Nor evaila:e AIM(EBPL) \ \ T{pe)ill 530 'Neutral white 480 vCB White ♦0 1 + a • 0.6 `2.9 '2.3 '1.6 '0.7 '0.3 '0.1 '0,0 '0°0 L� ( } (WH) CIL r Q �? 1.1 1.1 .1.0 0.$ 0.7 IF, \ \\ LJ 32 (5} (4K} 5 Emergency Battery Pack r t \ U (32LC) `Not availab€e •Lr �voRase my H li' 1 CALCULATI0�1\ \ 700 5000K a, np Graphite (EBPL) Q . F.- . • • + • • • + + • • + :00 \ Type IV IIT J0.iBOUNDARY \\\ \\\ (rat 48LC (7) Coal whit (GP}! . .1 . 1.2 . 1.0 Q. i 7 0©� �_4 3.3 2.6 1.6 0.8 D.3 0.1 `1 O.D (5K) Motion Sensorxi \ \ ( ) Silver Metallic , F�-2„`0.� • i ' .. `1.3 '1.0 .`�.9 '0.7 :�8� `4.8 `2.9 `1.7 . `0.7 'Q.3 '0.1 `0.0 \\\ \\ ® 1 0 (SL) a(rwwnS�C hr I I \ \\ `0.8 '1. '1.6 `1.1 1.8 '0.8 3.fi'; 'I!3 + + .� , +� \ notavailable Cl st(C Color 4 ^' °1 ,.� , � 2.7 2.4 1:6 0.8 D. 1 0.0 0.Q \ (CC) (wsc�al `�� s '.* • \ for 48LG ze ao Muunfu g rrx . '1.1 ; `11 P 2 `% '1.5 '1.1 *1.0 '1.1 `1$'• . .•. `O 2�l LP-4 `3.4 '2.3 `1.5 `0.7 `0. , `0.1 I• `0.0 '0.0 \\\ afor ,� ,aa . . \ I . - :; a NEW STORAGE , 4 « + fi • + + a .!:`,O. + • • • • + + . a • a10 Volt Dimming Driver TAX LOT 6502 1.4 . I �- `1,0 1.3.- 1.0 `I.z 4�: .a - � : � - .� 4.3 2.1 1.3 0.5 o.z �-7 I o.o o-o \\ (o,M) ��;��. TAX MAP 1S 1 36AD + r + 1 • FACILITY BUILDING I • + • \ ' 10925 SW 69TH AVE 1.3, J I r 4 2.0 1.2 0.9 'p.4 '3.4 rAr. '1.8 '1.3 0.9 0.5 0.2 0.1 I I 0.0 0.0 Up-Light Orientation h 141.::,:t.•.,,:i CC LP-1 ,�Q (UP) r `Not avaiiatr'e w(U,motor=sensor IMS) '5 T L'k 3„; : `1. �1 .4 '1.9 '1.2 '1.0 �3,5 '2.6 I +0.8 `0.9 `0.7 '0.4 '0.2 '0.1 t '0-0 '0.0 7...,=0',",,,,V LP-3-' CANOPY -64: . +1 ,T 1.1 '2.1 `1.4 41.1 '.4 '3.5 ' : '0.4 '0.5 '0.5 `0.4 40.3 '0.2 III `0.0 '0.0 ' • 2 .0.:. g'1 i I'll.6 '1.8 '1.4 '1.2 t1.2 '1.5 1':2• `•0. '0.2 '0.3 '0,5 '0.5 ' . '" - 0 `0.0 '0.0 a • i •. art V71'eq dam : P.Z rmy:'9C r a�rn a u�r'4e L ong W sC °,,,,1 '•i Far rm.tlolaied eMorrtgtkn m rnptMng,wi4+p• i,dllYian YMuoQor61'IMW ca,wlt 1i71py.A rre rot ortlaretl�Mn kmras. TYes c,onrrierrt oanlara r' ' (1 ' �_f • •+ Y , - - Pr,/vi,cads iniOrrFa&m req'-:rm U+e wr�,en at Wanks Llyrirp,LLC.h kMptp w�Mh ow TLS,cc*y or conrrucus hn p,o,emert,V�rnvcv+asen'es tyre rdgnt to ctange gN spec�r�ate7rs corrt�ned r,e�n wit'ul prior rx�[� ..�•. O 1.1 1.1 11.1 1.0 ti.6' O.3� . 0.2 0.3 '0.9 0.9 ,. 0.0 0.0 0.0 '0.0 3 % '0. ' 'I .7 ,.• . '1.1 '1.0 0.9 'D.7 rQ; "' i '2.3 '1.7 '0.0 `0.0 `0.0 '0.0 Per/orm.1nce Si A[411,018 New crgh: 1 I mill '0 r + r • k •p LP-3 i + • r r r 122 � ..7 1.9 1°0 1.1 0.9 X0.7 IL4 '0i 1 ' 3.8 1.8 0.0 0.0 0.0 0.0 I 0 a • + a • CANOPY ♦ i • + _._ . . _- _. . . .- - .. . _. .07 .9 .1-0 1-0 1.0 0.9 ':� I. 2 - 4.4 1.8 0 ! 0.0 0.0 0.0 0.0 CL `11 3 .4 A +1.4.. +1.1 '0.9 ` "0.5 .!.4 `II 3 410 `1.3 42.3 '1.6 1117 '0.0 '0.0 '0.0 '0.0 LU • Li. .0 V.I 1.0 1.3 1.0 \\\Ni cmo 3 LP-4 1.9 1.3 1-3 1.0 1 0.0 0.0 0.0 0.0 1- �' 1 + + a a a + -3 • • r • + ! .3 2.5 2.5 2.3 1.9 1.3 1 0.7� i 3 LP LP-3 '4.2 1.5 1.0 '0.6 4 0.0 0.0 0.0 0.0 -- LUMINAIRE SCHEDULE 1' .0 2.1 '2.2 ' '2-1 `1.6 1: '0.8 I1.. 1.3 ' ' ,°,° r „ `3.1 '1.3 '0.9 40.5 ' .0 'O.D '0.0 SYMBOL QUANTITY LABEL SME WATTAGE TOTAL LAMP LUMENS LLF LUMINAIRE STYLE POLE 1`1.3 1.3 `1-3 `1.4 '1.6 `1.3 `1.0 1`0.9 `0.7 '0.6 'D.7 '1.1 `3.1 '2.6 '3.2 '1.5 'Q.7 0.4 I. 0.. J.o a.l 3.2 '1.9 '1-3 '0-8 '0.4 :`.Q;2'"0 , .0 '0.0 `0-0 3 LP-1 EXISTING 250 28,500 0.720 FLUSH MOUNTED 'WTH' STYLE BLACK ALUMINUM POLE, 19.5' MH '.• • # 3 LP-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 j 0� D.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-.."0.1: .0 0.0 0.0 Q 4 LI,-3 PROPOSED 36 4,173 0.900 VISIONAIRE VSC LED, TYPE III WALL MOUNT, 15.0 ' • ■ -4 PROPOSED 36 3,966 0.900 VISIONAIRE VSC LED, TYPE IV WALL MOUNT, 15.0' ` �6 4 � `I ■Ii06 • • a • r • r 5 + £ +0 + + + F ♦ • + + `«` ',).0 `0.0 '0.0 4 LP • DESIGNED BY: MKK 4 0.4 0.4 D.4 Q.� 0.6 0.6 0.6 0.7 0.6 0.4 D.2 ,. NOTE. SEE ATTACHED DETAIL SHEETS FOR MORE INFORMATION ON LUMINAIRE/POLE ri,1 ., - ' •0. i 0.7. C 1 'n A ••n n 'n -4 +n •n 3 'f1 7 '0.2 '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 DRAWN BY MKK ' U.J U.T CALCULATION SUMMARY I CHECKED BY: JPC '0.3 40.2 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 '0.0 AREA CALCTYPE UNITS AVG MAX MIN AVG/MIN MAX/MINAS NOTED • + CALCULATION AREA ILLUMINANCE FC 1.1 4.8 0.1 10.5 48 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.D 0.D '0.0 0.0 TAX LOT 600 + r • + r • • + • + • • • • + « ♦ • • + • 'ill TAX MAP 1S 1 36D 0.1 0.1 0.1 0.1 0.1 0.3 0.1 D-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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 r\\3�;N. ADDRESS N/A ♦ • • + • i • • • + !,6- ;6- ; �'�!. 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 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 RMi;Olii) _. r i 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 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 `o 1 1 ,:,f 4 �a ' CNR I S:‘\ SCALE 1" = 30 FEET RENEWAL DATE: 12/31/19 cl P""""iliiieW!! REVISIONS a 30 0 12 18 24 30 175 1 JOB NUMBER .. 5077 SHEET g C400 En W UJ CC CYCLoaPs COI = � o'-O" r o ILE FINISHED I \`' . - - .�,� ) 6 - W 2 e do r� La • • • CC 0 GRADE I I.a I%j EC = 4 2'-3 7/8" . ' -(O'-10"] a � I-I I = a I° ` Ad 1 TOP VIEW 1- a IC Q U 6 CURB WHERE -mg • SEE SITE PEAK z• 2 0 co z 1/8" R - 1/2" R DIRECT EMBEDMENT SHOWN ON >_ _z Q i --.1- 2 3/8" THE PLAN -1- PER PLAN > z 43 to .„ •,-. ` . • \ flI� . X11= ? M � � � i a • . .: , PAVEMENT .1 . " Z �i KJ o W EC 3�� {, - 4" OF 3/4'--0" CRUSHED ROCK �, w N OMPACTED SUBGRADE 6 o "'o ' a w cc ' � 3fi' TYP. a LL o w ; • .0 _ _ ok A . ' ►.L, ACCESS AISLE % ;!-i,.:-•Ate-a s-i; -i0" v, 4"-WIDE PAINTED-‘ r WHITE STRIPES Q "ff., Ma �1 s '910.:",�;; � 3 MIN. THICKNESS, COMPACTED Q Co% GRANULAR BASEROCK > NOTES: 1. CONCRETE SHALL BE 3300 PSI AT 28 DAYS. TESTING INFORMATION SHALL BE MADE AVAILABLE AT QrifoLLI x 4" 9" 1. SEE SITE PLAN FOR BIKE RACK LOCATION AND CONCRETE PAD DIMENSIONS. PROJECT ENGINEER'S REQUEST. ii 2. CONCRETE SHALL BE MIN. 3300 PSI 0 28 DAYS. SECTION 2' 0.C. 3. CONTRACTOR SHALL VERIFY BIKE RACK FINISH WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 2. PANELS SHALL BE 5 FEET LONG WITH EXPANSION JOINT (MIN. 3/4" THICK PREMOLDED BITUMINOUS CC 0 4. EXPANSION JOINT SHALL BE CONSTRUCTED BETWEEN FOOTING AND FINISH SURFACE. MATERIAL) SPACING NOT TO EXCEED 45 FEET AND PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY O CC 5. RACK SHALL BE SET PLUMB AND SQUARE WITH BUILDING, CURB OR EDGE OF PAVEMENT. VAULTS AND WHEELCHAIR RAMPS. CURB END (45' TAPER) TYP CONTRACTION JOINT 6. DETAIL IS PROVIDED AS A REFERENCE ONLY. INSTALL PER MANUFACTURERS RECOMMENDATIONS, INCLUDING 3. BASE ROCK SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER AASHTO 1-99 (ASTM D 698). Q 0 15' MAX INTERVALS SPACING RECOMMENDATIONS. CONTRACTOR SHALL CONTACT PROJECT GEOTECHNICAL ENGINEER FOR SUBGRADE INSPECTION PRIOR TO TOP OF CURB=FINISH GRADE 7. BIKE RACK SHALL BE COLUMBIA CASCADE CYCLO #2170-3-01-E OR APPROVED EQUAL. PLACING AGGREGATE BASE. 6'-0" 8. INSTALL A MINIMUM OF 24° FROM ANY WALLS. U) umim (TC=FG) ) 9. PROVIDE 48" CLEAR BEHIND BIKES. _ a a - n• a . dA. �• • - � (OR PER PLAN -` ` 1/4> CI I.I.1. +-�� ;�_:`•-. _'r lir .•.. ARCH BIKE RACK SIDEWALK DETAIL CO b d • D • `, _ 4 (0 � y ' .• . •� • �:. NTS NTS PAVEMENT, • SIDEWALK OR GUTTER LINE "' 21'-4' DRIVEWAY o: ri ji - . t . - . . 1 0 ii CO ELEVATION 4' XXXXXX uuKXXXX XXXX• / 1-0 .. ..= - - . . . - . -.'-• _1. a PROVIDE 4'I1.x8'W. Cr) STRIPE ANGLE ORIENTATION FOR A : •: -•.......----- -r " j ❑ FIELD LAYOUT '• " 3^. , • -' ; • - .;�,.. ^, ;; . - . DRAINAGE WEEPS 0 " CC NTS - - a !--.•-•:-":-.4:-..,,:#--,:,•.:: .- 1 _ Q _ ,_ • - � , ., a s,,. y. - l.- M ♦/� • c Ir. 44-":, :44 4: '" ' .4:- -"-**-4'..- ' . . :..f. - "' - .? - A •4`ce"*4":"''''" • . 't ; iC • CL 1- ,„ • NOES: - •' •r q *,. I. "4 ;e4" •t`.4A... • ,$ ' "A"',f•S<- `• .4, ;. • • • ' t - CC • - 2 1. A CONTRACTION JOINT SHALL BE PLACED ALONG AND OVER WEEP HOLE THROUGH THE SIDEWALK. a• W. : ' ""• ;-• r' - �::`= ' ' �`;e .;.• " « x 2. ALL CONCRETE SHALL BE 3300 PSI 0 28 DAYS. a - , • ,' ,,, r ' • i'.".4.' :r_ .-• a_••;.' 4'� ; - " .)c 8"CMU WALLS ON � METAL CAP FLASHING .: i r�'•f + es•.r'" `a.• �."+ : 4t•• . ,t •• - .4.• - 4' ' `, CONCRETE FOOTING STRIPING DETAIL .:` •• a s- TYPE C CURB DETAIL 8'y lam' II ` -' ' ._ -*^.,..e - _. _ . !. : -. ; • , -<;'.} ; x G' CONCRETE NTS NTS . 1 V t zi.. • -4' ''. • _ _ 4: - -, • ' y . ° SLAB ON GRADE cry - • C " •r• •s +• r. -",.• . • • �._. '° t t'• I I 1 I 1 i I I .'a `• ' ;,; .tax 4 }* =F" ,• -„,- f "« .'. a� I I I I I I I I ,. Q BOLTS WITH NUTS & LOCK 1 1 1 1 1 1 I I fi s ,, . 3 • • •~J Qf, WASHERS (TYPICAL) I I I I I I I f 4-F r,'*. ; ; a a -a•.x :°. ; METAL GATES IMMI 1 111 I i I I ' . � r . W W RESERVED 1 1 / I 1 1 1 1 1 -' - ::.a' . _ • i , , :.. s PARKING ADA COMPLIANT SIGN (R7-8) I () I I I I I : ' _ _ . .; - _ : • _''•'. . , • ` 60 ,, ' d • a 8° CMU WALL ---,7A I I I I I 10'-8' j a i0'-8' .d (PAINTED) '�: '_" "wa :'° •} Q". , '." : ' ' �` •_ '" ' ' 3" AC PAVEMENT (PAI NW 0 (COMPACT TO 917/92% PER RICE STANDARD METHOD) ° `..' " •` •''• = . ' .4. . • ' r fy,_ • 1. ct 0 [I ACCESSIBLE If. SIGN R7-8P FOR VAN ACCESSIBLE SPACE 2" WHEELCHAIR METAL CAP FLASHING TOP HINGE 10' 10' > M OF 3 4 -0 CRUSHED AGGREGATE BASE (LEVELING COURSE) Ii - 180' SWINGr I 1 COMPACT TO 95% OF MODIFIED PROCTOR AASHTO T-180 "� �� ` I USER ONLY l SIGN OR7-SC WHEELCHAIR USER ONLY SIGN 2x8 TRD NAILER w/ ( ) ( re CC ) � �. IS REQUIRED AT ALL VAN ACCESSIBLE SPACES • �� r -•• ��r_t�._ Lr.�., rte. _ *�� .. ( 112 AB @ 6 0 D.0. ,►.♦•, �A*.i I I , 0++♦++ia +♦♦.• ++• ...!� -- .. . �,�� ., �♦ /CHAIN LINK FAB ♦, ♦ • ,r�i►r.fif�,'-AW101019�,�72NI 6 WHEN 5 OR MORE PARKING SPACES ARE i = L3oND BEAM w� I� i:0 ,•♦.'ii!i ;�i+i!♦i♦ii♦i+♦ii�i+♦+,i!•.moi a .. /� r I �i♦+i♦i`i'�!+♦+++++++A, .0, +i'I l. a 'Nil,i'�!i+i+♦♦i+ �++•+;�'+♦i " " .T,±dita•-4401t_.1 •41-af ._� o ►- DESIGNATED ACCESSIBLE. (1) #5's CONT. ♦iiiv.♦♦iiii♦♦,�. � ii+ii�..♦♦♦i♦♦♦,•.♦♦♦♦ 8 OF 1 1 2 -0 CRUSHED AGGREGATE BASE ►♦ii♦♦♦�♦♦ii♦♦ ♦ ♦♦♦♦1 1►i♦i♦♦.•♦♦♦♦♦+ :♦ ♦♦♦♦ r v �,` - r ♦♦♦♦i♦ ♦♦♦♦♦iii♦♦ ♦1- ♦♦♦♦♦♦♦�A♦♦♦♦i♦i♦♦♦♦! �� V" �� ? � Z Q 8' CMU WALL . .4 `♦♦♦� ► ♦�♦+♦,♦.♦♦♦♦♦♦♦ : CO (COMPACT TO 95% OF MODIFIED PROCTOR AASHTO T-180) � i, \ Cv` ��`� ♦ii♦♦♦♦ i :. FABR C ♦♦i �STRETCHE-i;:'„ti+TRUs +♦ • - 4 ' l ��,-.\ . ,, \ E _ BAN ♦ i ♦. aG cr - ♦♦♦ii♦♦♦ .♦ .♦ ♦ z z 1 , #5 VERT RE-BAR @ 3 2" - ♦♦♦♦♦♦♦`�.♦♦♦♦♦♦..• ♦ ', ♦ =AR ♦♦♦ �♦♦ ROD ♦♦ io ¢ I O.C. IN .♦.♦.:.......40-4......'i , ? ♦►♦,o ' • ♦i♦♦♦•.411• i O COMPACTED SUBGRADE _ I FULLY GROUTED CELLS i +: ii+i♦i�� +:: i+i♦i+i+iii+v�i+ (COMPACT TO 95% OF MODIFIED PROCTOR AASHTO T-180) z o 6° CONI #5 DOW LS @ 32° D.C. - ��♦i♦+♦+♦i+♦iii+♦♦♦+♦+i♦i+i♦♦`�! ,+!+♦+ii♦i+i+♦+i+♦+i+♦+iO+i++++i♦��- • (i) 0- - O. SLAB I 1' PROJECT 24" MIN til - \ •/ •' r`r✓``r\`r\r� ri ii rr r /41 ., 1• �'.rG• `. •• (2)#5's T B CONT. s,� �': -�> 12" ROUND SECTION z Y b 8" CONC ;�%�%� •`�r•�r•�ri�r BOTTOIvt HINGE �' •y N'��.�`'� .:�' 1 G rr\rr`if��..`ir rr r` /� z. . PND WALL �q`�.`�.`%."ir ` o�;�/� CONC FTG (180' SWING) %1 46_12" ROUND SECTION " i+`'" ¢s.• 1-.) , I'4"W x 10" h j, 12 ROUND SECTION • h ss' DESIGNED BY: JOS BTM OF FTG 18" MIN excv,6 , •'\'\- DRAWN BY: JMD BELOW FINIShED GRADE CHECKED BY: JPC a SLOPED CONCRETE CA2" SCH. 40 GALV. STEEL PIPE f' / / AS NOTED 0 1. CONTRACTOR TO CONFORM TO RECOMMENDATIONS GEOTECHNICAL REPORT PREPARED BY GEOPAGFIC ENGINEERING, TO BE CONSTRUCTEDDATE.2 21 2018 INC DATED JUNE 8, 2016. WHEN POLE IS " NOTES: ''f f W 2. THE PLACING OF ASPHALT CONCRETE WILL BE PERMITTED ONLY DURING DRY WEATHER AND WHEN THE AMBIENT INSTALLED IN _ _ �� 3 MIN. � LANDSCAPED AREA '\ \ \ \ \ '' `"�'.:':...,.. TEMPERATURE IS RISING AND IS EQUAL TO OR GREATER THAN SHOWN IN THE TABLE OF MINIMUM AMBIENT //\/ \ /: ,- �• 1. ALL FITTINGS, FASTENERS, & AND FABRIC TIES SHALL BE HOT DIP GALVANIZED. 1" MIN. ABOVE GRADE x•/i /\//\�. ��/��/��/ NOMINAL DIA \%. �,�\ MEMBER IN MATERIAL 2 TEMPERATURES. /\/: : \//� ( ) 2. CONC SHALL BE MIN 2500 PSI 0 28 DAYS. ~r��. 0i 3. ASPHALT CONCRETE SHALL BE PLACED ON A DRY PREPARED SURFACE. . \/\\ 'if:/, `._-------- 3300 PSI CONCRETE BASE \/ BRACE RAIL 1.660 GALVANIZED TUBULAR STL ,,-4-A4s1 2 $ 4 STRUCTURESTACK COAT SHALL BEOREEPAVIN�ED AGAINST FACE EDGE OF CURB & AROUND MANHOLE CASTING & OTHER EXPOSED //\\i' :�,/\\//fir GATE FRAM 2,00 GALVANIZED TUBULAR STL 3. PROVIDE BRACE RAIL BETWEEN END POSTS AND UNE POSTS. LENGTHS AS �yy 1 ,, 29, ,�0°4 -2 5. ASPHALT EDGES, AFTER ASPHALT CONCRETE HAS BEEN PLACED, SHALL BE SAND SEALED. /\/ j\/\, LINE POSTS 2.375 GALVANIZED TUBULAR STLREQ'DCHRIS Q 6. ADDITIONAL MEASURES MAY BE NECESSARY (AS DETERMINED BY PROJECT GEOTECHNICAL ENGINEER) IF ��/\\rr '^/\\/�� \ END & COR ER POST 2.875 GALVANIZED TUBULAR STL - WET 2C-:-:..:,77. .//\/ 4. PROVIDE GATE STOPS AND DROP RECEIVERS SET IN CONCRETE, EACH GATE. RENEWAL DATE: 12/31/19 7. CO PONDINGCONSTRUCTION OF OCCURSWATRDURING ACCEPTABLE WEATHER.THE FINISHED AC. " --J •) '<' \2" STABLE SUBGRADE CHAIN LINK FABRIC 9 GA. W/GREEN OR BLACK REVISIONS 0 3 MIN \ AN PVC COATING. 5. PROVIDE EXTENSION ARMS ON UNE, END AND CORNER POSTS & GATE POSTS 7 MINIMUM AMBIENT TEMPERATURES / /- 12" DIA. GATE OPENING NOMINAL_ DIA MATERIAL AS REQ'D. a NOMINAL SPECIFIED COMPACTED (ff W THICKNESS OF INDMDUAL COURSES WEARING COURSES ALL OTHER COURSES ��' GALVANIZED 6. PROVIDE SIGHT OBSCURING SLATS FOR THE TRASH ENCLOSURE AREA. o 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 LESS THAN 2" 60 DEGREES n 60 DEGREES p___ LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR SIGN MOUNTING, TYPE OF SIGNS, AND PENALTIES ARE CORRECTLY 7. CENTER BRACE RAIL NOT REQUIRED WITH FENCE HEIGHT OF 5' OR LESS. 2" AND OVER 40 DEGREES 40 DEGREES DETAILED. 5177 2. ALL LETTER AND SYMBOL SIZES SHALL BE IN ACCORDANCE WITH THE LATEST ADA STANDARDS. 8. ALL POSTS AND RAILS TO MATCH FENCE COLOR. . 3. STANDARD 2" WELDED STEEL PIPE HOT DIP GALVANIZED AFTER FABRICATION CONFORMING TO ASTM A120 & A123. SHEET c, z c, PAVEMENT SECTION DETAIL ACCESSIBLE PARKING SIGNAGE TRASH ENCLOSURE DETAILS C500 v NTS NTS CO W W Q CC I- CAST-IN-PLACE a 4 4 SEE PLANS FOR INVERT O-RING 3.5" ELEVATION, PIPE SIZE, W m N REINFORCED CONCRETE 4 11 ORIENTATION AND LOCATION cc v SUPPORT COLLAR . °.d 4 ° a �I f.. a 3/8' S.S. PIVOT BOLT A . , 4 /111..N _ ROW 1/2' - 6 PLACES - a , A A , `+.1 }' 4 MANHOLE INFORMATION SOCKET PLACE FOR 1' . �. " IC a �:�IN TUBING HANDLE I •< WELDED METAL ' ° CD Z 48' FLOW CONTROL MANHOLE-RISER DETAILS ,'� i 1 a ' ° . ° • TRAP W/HINGED _° , � g � .A- CAP CH 2.2" DIAMETER ORIFICE I, N,t ' OPERATINGROD aCLEANOUT LID I - - , • f On w -' w C3 O ADAPTER CASTING 4A 1 . a C 1 Q Z B- IE ELEV: 287.50 +p 1 . Q a L_ _ J C- IE ELEV: 271.70 >r OPERATING ROD �' 1 STEPS ALL INSIDE JOINTS •°. :'•S-'' ■Z3 z o ADAPTER CONNECTION AREA - X`' • I AND WALL C.O.m. N. - " w a D- 10" ADS N-12 MATERIAL CAST ALUMINUM ALLOY �' 2'-0" SQ. , . , '�-� PENETRATIONS TO BE PER ASTM B-26-SG-TOA - . u7 IK GROUTED FOLLOWING . . o PO ri o oC CC MFI ASSEMBLY TYP . MASTIC '. `, M M Z SHEAR GATE (6 MIN. DIA. At 2'-4" SQ. ,' • . 4 - ( uj uj F- 10' ADS N-12 NTS • • 4 ° MANHOLE FRAME PLAN SET FRAME IN • V'rn a "4 ' 0 z p G- IE ELEV: 270.50 GRATE: WELDED STEEL DROP-IN ° . ° . • d AND COVER PAVED KEYLOCK NON-SHRINK GROUT JOINT `` ' W H- CAP NCIH 3 2" DIAMETER ORFICF BAR GRATE (ASTM A36). L . _ a .1 Z i mss- � END BARS: 1/2" X 2" Al 'UNP ;:- 11T STANDARD FRAME AND cowl CONTRA ROD ATTACHED CROSS BARS: 1/2" X 2" 2" O.C. Q ` e :� ---GRADE RINGS (VARIABLE) NOS RIM-PER PLAN To TOP STEP BIKE STRAPS: 1/8" X 1" PLAN VIEW REBAR �„ �- 18" 0 / (2 REVD) CONTINUOUS o 0 MAX - TOP OF CONE TO RIMige 1. ALL PIPE MATERIAL IN MANHOLE SHALL BE .° 6., • a- . •►: v.*.:• .v ,�C 16,000 LB. UNIFORM LOAD CAPACITY '�' C� ALUMINUM OR STA ESS STEEL -�:• � 01 G a5'MIN. GRATE DETAIL RIM ELEV. PVMT. '4 2. Mt CONNECTIONS SHALL BE WATERTIGHT: V/////1. '' : .\ \\ � ._�SLOPE OF PRECAST ECCENTRIC CONE SHALL FACE Q CC W E I �!''• "•` •• • •••:• ::{{ FERNCO • DOWN GRADE, LOCATE STEPS ON UPSTREAM SIDE 3` MANHOLE SHALL BE CONSTRUCTED TO gli I� D I WELDED METAL • i OF MANHOLE. MEET ALL STANDARD MANHOLE 1 t.5 �1 COUPLER O PITS FOR A FLAT TOP MANHOLE. , TRAP W/HINGED L. W/GASKET ..•• fili NI- FLOWS FLOW CLEANOUT LID 7 AS REQ'D. 5" THICK lam 0MIN :'•i- 48" DIA. ---.-'"• li n<4 �� 1.5 1/4" LIP ,I_ " ). IIII� H f BELOW ,� TYP. 16 p ALL OPENINGS co �/ LE -1, 8 CMP 1/2 TYP. c CORE DRILLED SEM! CAE .•• r, ¢ G .�I T /�. - . .: ' . I Itt . . 'L.4-., -- 3 CLEAR INVERT ELEV. Q i tt r 4. e....-.. .1.. -. 1 t r. .,. .==.13. Nicm i CI A. 3 MIN. SUMP `-A \• • O CC a .. '''.1--ri- le 4. to EL ., . . , . 12" F-nI I ., . - -. .. . ,, . . CO ict . • • •4 ...;•w I' . 2'-O" SQ. . 1.,', o -PRECAST BASE - 6" THICK (MIN) 0 •��• ... •,, : �;_ r - �f. r. • ��;. Vii: !• �..-: _ . ;� ,.... : .. CONCRETE COLLAR _ • �• .. �i'r. _. :r .r.. . . d 4. • .,...22:-A• • .� •. r• • �• err �..• �. ' yv ct; �'�;t•#• ,r t: 1'', 'S ;::"' �\!.. \_ a1 - \ _- ---...\... ..\-„..,-- 6" (MIN) COMPACTED SECTION A-A •1• •.•r.... ..1:._ \ .s...:. •.. 18 l GRANULAR BEDDING MAX -4" COMPACTED GRANULAR imm • f {�) STABLE SUBGRADE M ❑ FLOW CONTROL BACKFILL C.) N re NTS NOTES: 1, SEE CONSTRUCTION DRAWINGS FOR PIPE SIZE, LOCATION AND INVERT ELEVATION. NOTES: SECTION A-A 1.1. r Q 2. OUTLET: SIZE AS REQ'D. FOR INDICATED PIPE SIZE. 1. PRECAST SECTIONS SHALL MEET OR EXCEED ASTM C-478. c5 o 3. CONCRETE SHALL BE 4,000 PSI AT 28 DAYS. 2. WATERTIGHT 0-RING OR MASTIC KEYLOCK JOINTS REQUIRED. CCr - J 4. CONSTRUCT BASIN OF WELDED 1/4" STEEL. COAT ALL SURFACES WITH ASPHALTIC PAINT. 3. STEPS TO BE FACTORY INSTALLED POLYPROPYLENE PLASTIC WITH GRADE 60 REINFORCING ROD. l' FLOW CONTROL MANHOLE WITH OVERFLOW STANDARD CATCH BASIN (LYNCH STYLE) © 48" STORM DRAIN MANHOLE Z NTS NTS SD NTS a CLASS "B" CLASS "A" CC co • GRANULAR BACKFILL NATIVE BACKFILL '� (1778'mm) i� ..I SEE BOX AND COVER WATERTIGHT THREADED PIPE 2a SURFACE MOUND EXCESS NATIVE MATERIAL NOTES BELOW PLUG WITH SQUARE NUT - - - \ C W RESTORATION AS . .. OVER TRENCH TO ALLOW FOR O _ SETTLEMENT (4" MAX.). GRADE FLUSH REQUIRED FINISH GRADE 2" (TYPICAL) .11_: .�11Al�+�t • BACKFlLL STABILIZES. N - - •--- - l'''t '--NE I- 06,1N E #\'"6.::,"▪ ';••ice• ,'•-, •• ' d �1''�11 lar;t1r rr��i-1.w ��.y _..rrin_.. .. I N • SOCKET AND 1 •• , • ' 12" NATIVE TOP SOIL IF '� ''e, F.: N a COMPACT PER COMPACT PER \ TOP SOIL EXISTED PRIOR THREAD ADAPTOR 'O A-. M l�E1 j \ Z • CONTRACT CONTRACT TO EXCAVATION. sr- �.,��► PROVIDE 3/4"-0 CRUSHED Z-UNDISTURBED a SPECIFICATIONS " SPECIFICATIONS •• O'.N$te- +' ��:i. ROCK FOR A MINIMUM OF EARTH :• -d-UNDISTURBED j � � ! !•i' yr i" `, AROUND CLEANOUT TOP VIEW W M .: :,•: .:- 1: - - EARTH l �,; �`: .,:+r,•G<c �..• 't.. i!:�+ ,,•,r'.." NATIVE Z `� �I:,<; ••.. ♦ •Q� 1-- CC ":114„4.-. ri MATERIAL . �4;. i. Vis:!:•• '$,c ■■..�.. � COMPACTED/.''...;4.•:.•.•74-•;;;"".:•41, . , .: \ 22 1/2' BEND 14t1' !',,�; �a%, Cn 'tj�� BACKFILL •, ` z...• '•4:::*....'.L►.% like.+� .liC!:� 2 -5 3/4" DEPTH VARIE i• 111 Z `. . -,,.. viola* . '� G I (756 mm) III 3/4 0 %\- ..o-,g-4-7 A.„ - .-tv1 III \ CRUSHED.R .. TRACER WIRE AS REQUIRED :�E�!i'2.i:+ !! .� a ••., : •;.,,. . ' \I PLAIN END PIPE, • `rr %- tst ::4.-�- " • . . NOM. PIPE MIN AX 8° MIN. LENGTH :. 1 "mm r • rla • . . %-: .T....4.-4 /� y> ,., .-.., - (406 ) ■fitCC a - DIAMETER CLEARANCE s --�-. ;�;,.- a y.. _ 1, • : 4 . ► . . 1/2 PIPE O.D. Ora% --r,7� -..' 00 ; 3/4"-0 CRUSHED ROCK ••�ti• d•: ‘ ► • - - " " ••: 1 0 toe. PLUS 12" MIN / 22 1/2• BEND .., An:A--f -.� �� , PIPE ZONE . s • • • ' ` , • p p ,A:fs'.,r' {! • e :.:44,,t:, ABOVE BELL 12"-16" 12718" ,� `s• �- `:e.s; • • 18"-21" 16724" a!- • . :,Q 0'-0" DESIGNED BY: .IDS ' 3s°,62,03,8°0)° ° 1,0 y.AvFIED, G3 4 -O o SEE , �,\� ,i+e.f;±r' 'a<•� ,- .1 2 PIPE O.D.\ ` \ `` � .M +! �! , , o0:-.: , . CLEARANCE f•.:' !r-' a : •0� :,• .�;!• ...- s COMPACTED CRUSHED ROCK PLUS 6 MIN. � PIPE BEDDING o 8 ';:- ••• �' W�•'` ;, r 4!'. ,�!.,*,; FRONT VIEW END VIEW SCALE: AS NOTED te8 o 0 0 0 0, TABLE 4• • .i- . V.4 rr•'-�. `�,.....00 •. �•,,a o ••• " a •�:,tr_ r.._. s _air, i._-:�I•�.� DATE 2/21/21$ '- \/ �� `�' +��.; {.,: �.•: *.�: i'�::��Ii f'/ STABLE SUBGRADE OR TRENCH AVAILABLE IN 3', 4', 6' (SHOWN), 7', 8', 10', 12', 13', & 14' NOMINAL LENGTHS. Li ./ A,Ili.. e.,S , ��501X heti aa��r� te� 04.t STAI31k1ZA1ION AS REQUIRED OTHER LENGTHS AVAILABLE UPON REQUEST. 'OD I:x - " � �".""--...-'',--110 y ��.-"-0040-4000.-- �' :' � i.- i DIRECT EMBEDMENT140011 $. • ,d� • PE MULTIPLE PIPE INSTALLATIONS -. ..1ir.-ve •ate �- 74 _ ,0. f ` -.4.40..`"-Alts.,-(4.,. ;i�. cc a_ 24 MINIMUM . r• ltf.'•API •.,!: i .-_.. _. .. trill W 111 , 0 . 411) - 'INISHED GRADE 1$ / • t�I - PROPERTY LINE / CC LU r co 1- (.imi.) i_l .. . . . . .. �� ke.-.7:ff-A- _�.,,.�.. _ , � Mit STRIP t �* •.' • •. � �•. s-. • �� 1i" MAX. J .I Lu LATH ON PROP. % \\ �\ �\ •gi a M 4..+ AA• •' • 4 Yf � w \\\\\�/\ ligZ V III - SIDEWALK LINE AT PUE. ��//�\/ a :. d, �• /\\ \\� • Z II SEE NOTE 1. \/`//* .: . •' .•. .. ,4 ' ' ••; ///\/ - 0 Z +• ii . PROPERTY CORNER. Q 9 6 I w �`' Lu .: I SEE NOTES 2 AND 3 '�1 � N Z • ' I PROPERTY LINE AND , r Iasi anal r/m. i.a r' 4 i�4 iii f8 N . i ' L.11.1 LOT NUMBERS MARKED PUBLIC UTILITY �1��f`�I��i�F�R�i�rf�i1F1�ilf/i1�Ir� r co co .� Q L-L ' ON FACE OF CURB. �- EASEMENT -� ~ " ¢ _ _ - i i G!q-•!;1 0, SEE NOTE 1. PLAN rC \ 1 o `arn• rei := ac �- ,,. �Irk ' air .4 _ i N = ri ,L 0 Z �Q TABLE 1 CO . . , . : c W PROFILE VIEW _ BRANCHBLOCK ex - _ W r�G b. OC '�� I mom imisa - I `� a. � I� �.+I�,.r �. �'..��w.Y :„ �' N.A.l•`�' ��' � - - � .�y�l��'�.,� � O 16:" ` ; THRUST Y � � = 4 1 j1► - 119 i�I 'i :.-. .-.•,•, , , :�' �, � . . 'V'�'�•EE.y" � �i ��/ T : PIPE DIA BEARIING AREA ' t✓ - - .,-e;•i..• •.:4,0»'rte'wi oll' �) u4 �,4 3\ T A �� • r�"4� .. hYti�::vc,�� .. (IN) (SF) Z 4a }�'�r• � � � ' z ELEVATION ..''- _` � 111.1111 i 4 1.3 W > o If I • CD ort 0 F T" 1 ,0 Ilr-� METER BOX AND SERVICE PER CURRENT - - 0 ` 8 5.0 1 . . .• I : INSTALLATION BY TVWD I PLUMBING CODE 12 11.3 W x ,.. �,,,.r `' + KEYNOTES; ~ , , -,-,------1,,. .. \-\;‹,-- .v. \ \� ..„,4-\,%`,' l 4. A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH: THRUST BLOCK 0 \�ft 4` i\ \'.\\ \- 2 + SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY KEYNOTES:. , ' I - DIMENSION. CONCRETE SHALL BE CLASS 3500 6.5 SACK MIN.) O Lim , A. _ Iiii iii=_ OLYMPIC IaC) RY V8910 ( APPROVED EQUAL). VALVE BOX AND COIR': WITH - �� B. WRAP TAPPING SADDLE AND VALVE WITH 3 LAYERS OF 8 MIL POLYTHEYLENE PRIOR Q " CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, CENTERED AXIS CURB STOP -. TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM OF .-OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE. CO EL E- UNPAVED AREAS ONLY: PROVIDE 24" SQUARE BY 4' THICK AC OR CONCRETETYPE " , -'SOFT +, C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. PAVEMENT 'PAD. FOR CONCRETE USE #4 REBAR STEEL REINFOf EMENT OVER 4" 1, COPPERKTUBING METER D. LINE-SIZE GATE VALVE (FLG X MJ). • COMPACTED 1"-O" CRUSHED ROCK. REBAR SHALL BE 2"` DEEP AND ..3" FROM NOTES: E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED PER DETAIL 21. .. I EDGE OF FLAB. PAD SHALL, ix CENTERED AROUND VALVE BOX. 1. DEVELOPER'S SURVEYOR SHALL SETA LATH AT THE INTERSECTION OF THE PROPERTY CC CO C, 6" TYPE -SDR 35 PVC, D3034- PIPE SPACER. LENGTH',A8' I CESSARY. GENERAL NATES: LINE AND THE PUBLIC UTILITY EASEMENT. DEVELOPERS SURVEYOR SHALL ALSO MARK , D. OPERATOR EXTENSION REWIRED WHEN SAL E NUT I .I E E THAN 60„ FROM THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. 1. BEFORE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE41:E trj FINISHED 'GRADE.; SEE DETAIL Na 5. TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE E. WRAP VALVE WITH .3 LAYER$ OF -8 MIL .POLYETHYLENE PRIOR TO BACKFILLING. 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER SADDLE WILL BE INSTALLED. 0 EXTEND PVC WRAP 6" MINIMUM. BEYOND VALVE AND SECURE TO PIPE WITH 10 SERVICE INSTALLATION, THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE 12. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. 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 ummou Ci) ', VALVES 8" AND SMALLER ALL FIE MJ CATE VALVES. L VALVES 10" AND 1 FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE11.1.11 - 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 CE) 0 • 2" SQUARE OPERATING NUT, A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES PRIOR TO TAPPING. N H. 8"X6" SXS SDR35 SWR CONC. REDUCE:, CONNECT TQ 03034 PIPE 411I?I AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF A SURVEY MONUMENT 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. U C o / 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. COMPATIBLE PVC CEMENT. LOCATION. � ar Tualatin WaterDATE: 51 013 TualatinDATE: 6/1/2012 I DAT 6/1/2012 • : 61SINGLE WATER T : Tualatin ValleyWater District C3 Valley District Cl1r,'31QED:SEN Valley Water District DESIGNED:PDBDESIGNED:PDB T11 TYPICAL VALVE DETAIL SERVICE TYPICAL DETAIL DETAIL p : C „�,,, „ ;sLD r� APPROVED:MFK �� APPROVED:MFK TAPPING SADDLE INSTALLATION WITH 1850 SW170t13 Ave, ,B-cav ,OR 97006 ' �'C SETTING . , 3 1850 SW 170th Ave. Beaverton,OR 97006 7 P 1850 SW 170th Ave. Beaverton,OR 97006 8 (503)542 I511 www.tvwd.org .litONE (503)642-1511 www.tvwd.org SCALE NONE PLANTER STRIP (503)642-1511 www.tvwd.org SCALE:NONE cc 0 CLASS "A" NATIVE BACKFILL CLASS "B" GRANULAR BACKFILL W TL1NG KEKEYNOTES; 1 + 1 STRAP/SLING 1. EXISTING WATER MAIN. 1 . . PIPE WRAP/ NT 4 W 2 SERVICE CONNECTION WET TAP BY �� 1. AC PAVEMENT REPLACEMENT. 47,..„4......„ PE ENCASEME - W SEE NOTE 4. II I III TVWD-APPROVED CONTRACTOR. >, __ . . _ .--:. ... - �� J --� -•--- 6 MIN. SEE NOTE 4. .--' 10 •-..• .,i.';- _:ii-,,rf. �• Q GATE VALVE (TYPICAL). MOUND EXCESS MATERIAL TO ALLOW + 1'� �. J • 0 DOMESTIC WATER SERVICE METER. FOR SETTLEMENT. CONTRACTOR -- ,\ ,, �, SAWCUT CLEAN EDGE FOR 6" CLASS „B„ e '� _ -•14=A44/<, I< a DOMESTIC SERVICE BACKFLOW SHALL RESTORE ALL LANDSCAPING + AC PAVEMENT REPLACEMENT. y< Q I- 9 © PREVENTION ASSEMBLY. TO PRE-EXISTING CONDITIONS- _ SAND SEAL JOINT. BACKFILL > C.12.1 W its IRRIGATION BACKFLOW PREVENTION ASSEMBLY. EXISTING + I? EXISTING 2 �. 1 ,, DD © PUBLIC FIRE HYDRANT (IF GROUND tr Q AC PAVEMENT I 5 I' 1 . . -.=,- . . REQUIRED). . . . �'�.- I- cnImom Imm m 8 FIRE SERVICE BACKFLOW ♦ t \o •• (/ I 11 CO - 2 CL PREVENTION ASSEMBLY. � // // / \y�,��.�. ��1 � l 7„. ,. �,�,»a • r �r 7 W \ \ \ \\l\ z �v . . ROADWAY i Q in 00 9 IRRIGATION METER (OPTIONAL AT // / .;,..��.;/��.�.; r �;srr=srt.�_. .` BASEct ; ```A; °" / w: ',•,\ Ili "sem: \. ADDITIONAL SDC EXPENSE). %i:%��.;\\',�,�. :: :... \ ' :.` /t ! �¢` ),, �r CLASS „A" / o'%��,� /\/ . k'o r=, •- / / �. RIGHT-OF-WAY LINE. \ \, .... _., • PERMANENT UTILITY EASEMENT \ :;\`;'`',\�:;\� ��#= „ 14 Q cc co,_ NATIVE �// \ - // CLASS B 3/4 -0 i_ ._, , �` MINIMUM 5 OUTSIDE OF FIRE BACKFILL l\ ,\/%.o,\f�.,'r�.;. -- \ CRUSHED ROCK p �. ' W 14 , ...r. �' !�\f/\�4\ter/�/�4 ilz�+i� y / � SERVICE VAULT. /\ .;441, 0 .•-_•:`-'\//\ GRANULAR BACKFILL i lt2 PRIVATE HYDRANT OR FIRE DEPT :.�\4� ..-. .- �,�. .�.� Vi/ " CONNECTION (FDC) - REFER TO �/ 1 �•i1 !:f.�4t. 4 1•' NOTE 3. ~`/ 11�!f� f `\ Imo- 2`` W I / \ -/ 1,-i ice •ir: 4:'� a PIPE \ ;t'" \/\` II r -•, . � '„• ,,1ry ® I ZONE / , `irk/f�IPE OD all il, 1111_, . _ � :-V.,'0,, •'' /\�- /\ L_ KD N '7? ` %4%, -4,-1/.6" PIPE BASE -TWO LAYERS 0F TAPE WRAPPED e \\/�\\/ �\ /\�/� „ ALL `THE WAY AROUND DESIGN® BY: JDS it!) . LL, o DRAWN BY: JMD TYP. � TYP. 1. CUT THE POLYETHYLENE TUBE TWO FEET 'LONGER 'THAN PIPE AND.. SLIP` OVER RIPE A`S 5 z 0 U 5 SHOWN. CHECKED BY: JPC CC 0 i DJ 24" MIN. AS NOTED U z NOTES. 1. SPREAD THE POLYETHYLENE TUBE AS SHOWN SO THAT ENOUGH IS LEFT TO PROVIDE I , ' Z °° ox o U p -. 1. PIPE ZONE MATERIAL SHALL BE 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL A ONE FOOT OVERLAP AT EACH END OF PIPE. DATE:2/21/201$ dz N ` cn Q z COMPACTED TO 95% OF AASHTO T-99. 2. TAKE UP SLACK IN THE TUBE ALONG THE PIPE BARREL, MAKING A SNUG BUT NOT 0 o L+J 0 o TIGHT FIT. FOLD OVER ON TOP OF PIPE AND SECURE IN PLACE WITH 2-LAYERS OF 0 �G'iN�/i E a c 0 cc o 2. CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND CIRCUMFERENTIALLY WRAPPED TAPE ABOUT TWO FEET ON CENTER_ (PE SHOWN LOOSE j':'0000.• : P clq0 L. 0 0 X 0 REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO FOR CLARITY) i i T-99 IN LIFTS NOT EXCEEDING 18" (LOOSE MEASURE). d//, 3. LOWER PIPE INTO TRENCH, BEING SURE THAT THE POLYWRAP IS NOT DAMAGED, AND " ' I/ o'`' +x = 0 NOTES: 3. CLASS "s" 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED MAKE UP JOINT. ` P. 29, 1°o\P?G'�" 0 1. THE IRRIGATION SYSTEM SHALL BE CONNECTED DOWNSTREAM OF THE DOMESTIC AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO T-99. CHR t5 SERVICE BACKFLOW PREVENTION ASSEMBLY (OPTION A) OR SHALL HAVE ITS OWN 4. PULL POLYETHYLENE FORWARD FROM PREVIOUS JOINT OVER THE BELL AND SECS IN 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 E 2. DOMESTIC AND FIRE SERVICE LINES 4" AND LARGER SHALL BE DUCTILE IRON FOR A JURISDICTIONAL REQUIREMENTS. 5. PULL POLYETHYLENE FROM NEW PIPE OVER THIS SAME BELL, PROVIDING A DOUBLE REVISIONS 7 DISTANCE OF 5' MINIMUM DOWNSTREAM OF THE BACKFLOW VAULT. LAYER OF POLYETHYLENE AND SECURE IN PLACE AS SHOWN 3. PRIVATE FDC OR HYDRANT MUST BE LOCATED ON CUSTOMER SIDE OF BACKFLOW 5• IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE a JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN. Tualatin ValleyWater District D:SEADATE:9/15/2015 � DESIGNED; PE BAG INSTALL Tualatin Valle Water District Tualatin Valle Water District DESIGNED: PDB _ _ 'APPROVED: DETAIL JOB NUMBER DESIGNED:PDB DATE: 6/1/2012 DATE: 6/1/2012 Valley TYPICAL COMMERCIAL/ DETAIL TYPICAL TRENCH DETAIL f v ,sl° MODIFIED DIPRA WET �� ., › APPROVED:MFK INDUSTRIAL SERVICE 1� a,,,, APPROVED:MFK 1850 SW 170th Ave. Beaverton,OR 97003 SCALE:NONE TRENCH METHOD2 5477 9 BACKFILL 1 (503)848-3000 www.ttnacl-ori 1850 SW 170th Ave. Beaverton,OR 97006 LAYOUT 1850 SW 170th Ave. Beaverton,OR 97006 SHEET cD SCALE:NONE i (503)642-1511 www.tvwd.org (503)642-1511 www.tvwd.org SCALE: NONE a Yd 0600 cn W W CC U 0 CC I- r' � 0w - #4 REBAR AT 12" O.C. =I i .1.1, £1-4 `� I • h g -' cc EACH WAY (TYPICAL) ,,;J,iut L;10 ' ,,_?. a a 40" MIN. II0 si NCC w �I E F a a a 3" MIN CLEAR II Ir z N {TYPICAL-ALL BARS) - - « Io �� --- - --- 12" MAX. TO 1. -- t z TOP RUNG __A0..0 Efij W Lu z, S~ „ 7" MIN. �� 0 --{ i = z .4:;,.,,,....... .„..4,.:,_ cnci '' :..• 12 MIN. II - co .s. 3.4071<ef< `..-�° ; � OM. PIPE OD 1 t PLAN VIEW ? ,1, ,� z a III '1 •,•••• • �• " 1 „� `A3 \-15" 1 O `� � E EE - :: . , 2 MIN. 5 ISI L__ .. .. - . . . - . . -4 a 3 to M S Ui uj CC 4* 1...87.• rr �\ \,. ` A ` \4& ,1 7..•\.e' 0 CO ul 3" MIN 14:iii _--H k le1:1a to o go @ W / V'- `' QI 6" MAX i i -__ rn ¢ Ln u> C'3 CC ^�' �` O � I I � � z 0 SECTION N a_ i� q W LL 1 30" MIN. CLEAR ii CO — DISTANCE TO ANY I--- '� 1:0 © COW OBSTRUCTION I >inO .. 16� _ II •_y Q 0 - II 4\4., MEGALUGS (2) REQUIRED tail II • ' / COW ISI\ �►-� �I �� viiiii. T1 Q 1 • NO JOINTS ALLOWED , /V'` ' 11 - .i�/ 0 I� CRETE CO ,, 12" M • /.�1✓� ,�,1 / CLASS 350 I �; 4/` : W Q pILII N I- h g 1:.12 _.1 GC CC LU • p a aa z co 0 111:V • 0 z o a o J � � W 2 6 cc` o � Z L � � � N a z � J In Ki o ui CC � v) Zic) � Q, W1,7 - i= ,.-j r,i c Z W rn ¢ sp Z O 14 .`1.1Ro. LI: o W LI. C WZ R9 0 •ct a --, a Wm CC CC irir, o CO0 . i— 4C a O I CC o0 a to 0 _ � 1- � QC'10 C 1:1= r Q , CC I. ~ r a I-- r CO N J III min rcl PLAN Q PROPERTY LINE OR 1. PVC HUB SHALL CONFORM TO ASTM 3034, SDR 35 DRIVE INTO CENTER OF ilii FM. UTIUTY EASEMENT \ RUBBER SLEEVE AFTER SLEEVE IS PLACED IN HOLE. W �� > W aTJIIBE CC 0 ��- W IOC -- SECURE 2X4 IN PLACE PIPE SIZE AS SPECIFIED ` I iEun 2. au STAINLESS SFEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE W AGAINST PLUG W/ BACKFILL PVC HUB. STAINLESS STEEL BAND SHALL BE 300 SERIES, �i6" BAND WIDTH, TO PREVENT PLUG BLOWOFF CADMIUM PLATED CARBON STEEL, AND ATTACHED WITH HEX HEAD SLOTTEDCC STORM OR SANITARY SEWER MAIN SCREW. W NOTES �IIIIII 1. FOR NEW CONSTRUCTION AU. SIDE SEWER AND SIDE STORM PIPELJNE j '1-,:flCONNECTIONS TO 8" AND 1O" MAINS SHALL BE WITH FACTORY 3. COMPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN FABRICATED "TEE FITTINGS UNLESS OTHERWISE APPROVED. '' � Q PLACE. 2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING �'�%%%:;;,i%iiii�ii%j! A. PVC ASTM-3034, ASTM-C-900 B. CONCRETE ASTM C-14, CL2 r2X4 C. DUCTILE IRON CLASS-50 ,A,,•� STORM ONLYet • D. A-2000 PVC ASTM 949 T f, Z 4 E. PVC RIB MEETING ASTM D 1784 12" F. CPP MEETING AASHTO M252 3. ALL PIPE SHALL BE COLOR CODED: i_ 4 1- -GREEN FOR SANITARY SIDE SEWERS -WHITE FOR STORM SIDE PIPELINES MIN W MIEN V. 36" m Z J HEIGHT: TOTAL LENGTH OF 2X4 GROUND a1 1 HEIGHT LOTS AS SHOWN ON APPROVED SET OF PLANS SURFACE MAGNETICS > 3 M N 2X4 MARKINGS TO FACE STREET TAPE v) ---\\N 0 tn.4w w 36" LOT# x `, .AWa : tA Li- �-- OLOR CODE SURFACE i � GREEN-5ANlTARY) /� /i.. . II y1 DESIGNED 8Y: JDS A (WHITE-STORM) I _ �� + DRAWN BY: ,IIID LABEL MAGNETIC TAPE WITH BLACK LETTERING 7 GROUND SANITARY: "CAUTION SEWER BURIED BELOW," STORM: "CAUTION STORM DRAIN BURIED BELOW." PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. CHECK® BY: JPC ,_ AS NOTED D 2/21/2018 V . rl PLUG � -.GIN /n 11111011 f, . illilitillirl. • :i.ga"-I' '"-:-.::,,.: .:,• I i tO o' x: O 64. 1009 �� e /....°011 ee s°. 0" MINIMUM SLOPE FOR " A vQ+ r� e� o .0 •0 0 3/4 0 PIPE ZONE �o�e . / 0 6" PIPE = 0.010 NOTES: � 1-8. MATERIAL AS SPECIFIED CHR 1St �4.0 •a• SUPPORT TEE WITH RENEWAL DATE: 12/31/19 4" PIPE = 0.020 1. ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. 'R7••\N BEDDING GRAVEL, 2.INSERTA-TEES ARE NOT ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS WITH AN INSIDE REVISIONS/ MINIMUM 2'0" WIDE ELEVATION DIAMETER (I D.) OF 10 INCHES OR SMALLER. I 3.SEWER MAIN SHALL BE TWO SIZES (NOMINAL I.D.) LARGER THAN THE INSERTA-TEE. W O r~ SIDE SEWER / SIDE STORM JOB NUMBER CleanWater Searvices I N S E T A -- TEE 577 .�_commitment is clear. CleanWaterr Services DRAWING NO. 520 PIPELINE REVISED 12_06 SHEAT DRAWING NO. 530 REVISED 12-16 a C602 N a CO uJ CC U CURB JOINT w SEE STD DETAIL NO. 146 EXISTING DRIVEWAY - LU t=,� 5' MIN. SEE NOTE 5 ROW MATCH WIDTH & GRADE i A -0i CC al -2 R/W LINE a y NOTE 374 is R .1EDGE 6 [ SEE co 1..1.7%. - , • d I 1=111EI1 f _TI c =11=1.1 ,� � i �� c• z '• yam-,' II_1, 1tirty- SEE NOTE 4 g Z z 5'1MIN 2� SIDEWALK w 2" DF 3/4"-O" BASEROCK � _ 0 6 > 5 __ DRAINAGE BLOCKOUT N > Z COMPACTED SUBGRADE a �- 3" i.D. SCHEDULE 40 z �_�__ DWV (ABS OR PVC) SEE 43 Cr) cn D - PIPE W/COUPLING LANDSCAPE �� NOTE 3 LANDSCAPE M ,7, ,;' 0 a SIDEWALK ADJACENT TO CURB ///, A� a dd ` a STRIP SEE NOTE 2 STRIP =o r6 E E o00d oo Q , , 16„ TNZu') t a, W ~ ROW4 .0 0 °o . I I b � Q "' "' 11 z O +o PLANTER �•4 5' MIN. iJ STRIP 0 4 , A FIR ( c ul t1_ �- 2� ". 6" 0 c O 0 4 30' MAX a ROAD TR: _ :..-:-. .,""r-, O �� - - max:..:_;i�,y.4;c4. ,,.T Y' 0 4 4 10' MIN Z `rR �, , :.rte r IIT 1t� � -_-- ii- ii~ �'�"� >- � i-1111�- ii_111 1 PLAN 1 11=- 1x111 IN11---1"- -de 1" .I _� 9„ Ilid R/W .,t,„--( Q 2" OF 3/4"-0" 8" 'OR\J� 4 W ire COMPACTED SUBGRADE BASEROCK COMPACTED SUBGRADE 3/4" PROJECTED TOP 2% MAX NOTES: OF CURB 1Q- CC 0 SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: STREET A. TO BE PROVIDED: • �cVI r -',,.= I-IIIEIT: aR/V� 0 CC . 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. =,',:. /,�: • " • 4 " .• . -111; �Yqr 1) AT EACH POINT OF TANGENCY OF THE CURB. .�,�q� .�..00 .. ,. � e ,,,,. �"_y .-_"111- 11� � Im.111 Q 2 AT EACH COLD JOINT. s � : ` CO LJ LLI CC , - . . - ii 0 . . (3) EXISTING PAPERBARK MAPLE- -PACIFIC SUNSET MAPLE (TTP) ..----- --- ' 1 i T -� / O REMAIN (TTP) - - - _ U y _ _�___� BLUE FESCUE (TTP) --- - - _ ___ --`f ' - - N J BENCH (ON CONCRETE PAD} If GAT1CN POINT OF CONNECTION (POC} - - S _ . _ "_ _.__---- -__ __ �_-.. .- - - --- ��YY p�� , 11v 68TH PARKWAY K - rt ua s *4..‘1 1‘%\\\Aitie,:\it _ 174 ` \ LUYKENs LAUREL (TTP) AY __-- - PACIFIC SUNSET MAPLE {TTP} .- R a _ --- ------:00h`- . .- -r°' 1 g a �� .� �a�� `r. r!�»a,e'oI,e,nooeo'NN- --xvitrak-NN-T re-16.-iiNk - --NiN --Nk �\ - -�`� • \ - • a .� `~ VISIO TRIANGLE FOR �� .�e 40,,nit441'$ .� ., _ _ .� f • , • > • i �- INILRSE SIGI�TIS�A111CF . �1 � N in z �� 440101-1`,4#14-‘''' lea, /�^a \ \ Q `` ;+!►t' 'i��1,1 ,? 1�y ` �►�-e �oo e.a 113 \ �_ 3 a � N g Z j 10•A:4::;!',,tqw47. 1441/4 --v-Iiiiih Aft - ' ' . coi/L) '9 \Oft taite i . ♦ . ..p •__.► CHANTICLEER rr �► 1 ` �� oo:�eeoo..q,: ��- ,.��,.wl< : �0;4a<; CREEPING BRAMBLE ( ) 1 `\ \\ rot of ' z `c' E .tw.x..4.0++*�` ��`\ PEAR (TTP . \ �► t� ` ' ' cQ, ta} . .------ \\ . ,a,\ : ��?►� �` SPRING BOUQUET PINK FLOWER CARPET \\ •\ �;� , i N __ r;, u t � In �a ve.e.e:eei `\ �. Aim CO WI S I C7 1 LAURESTINUS (TTP) ROSE (TTP) \ \ �► v� �, a �, 41" �, 1 RasE GLow .� \\ •t +� Z c � � , BARBERRY TYP ---\\`‘ \ \ A � �•-� Ei li a LY LL , ,. 11 I Ir BICYCLE PARKING - REFER ( ) I 1 \\ A \` % \ V z i '' NI TO ENGINEERING PLANS ` rSAWI,FAF ZELKOVA (Tl'P) I . `, ; 0 v, PAPERRARK MAPMF (TIP) ►. SAWLEAF ZELKOVA (TTP) ' `, \ / ` ; F * witimpl �� I 1f ' TAX LOT 2300 Li 4( 0 � 4C cc I ° 9 COVERED SOIL (TTP) - REFER TO NOTE 9, THIS SHEET 1 W °Qoa��I�, -- - COMPACT OREGON \\,, �� TAX MAP 1S 1 36DA "--�� GRAPE {TTP) , ` ' fi900 SW ATLANTA ST .‘ , a: 0 I- e�41' glE1 MIR I L 1aa , CC • f ' BLUESCUE ( ) J'MITS �^ `\ i TAX LOT 6502 • IICC ':: ,� lons TAX 1 MAP 1S 1 ,S6AD .1 ;.. rte.: •.. - 1 � ,\ 1 (f) a 1GI9 5 SW 69 AVE , I �1 ► \ ' - - - *` \, 1 LUYKENS I. ':• '. EXISTING TREE CANOPY • 1 • f \ \ I 1 CI H • (TTP) CC CO r" `\ ' ` t ins, 111"1\-. ;CI ... `� WETLAND BUFFER (1w) `\. '\\ ,/ A ` 1 rg ' ' rd ---%% • . ea �I k ,� _ 1 • �` 1 . . . , .._ _ . , .1,o,e.o....9,0 e,, - f i ' 0 • • ' II / IMMO C11) I . o0Ait.,•.1o'vo •. vs •-. •• \\ \\ LUYKENS LAUREL (TTP) I ,' 310© it, • �-... -`::' \ ` /� r1.-- ,,,, . • ' , .' r i EX CREEK o �. II 1 o .1- • • \ rr 1 / 2012 ORDINARY ,r �:° ��_�I�, COVERED SOIL (TTP) - REFER TO NOTE 9, THIS MEET �yWETLAND ' t'. Zegi Arty r`�r `�r /� / HIGH WATER.LINE a CREEPING K! V ARE 185 ' t `\ r`r 7 AREA: 5,456 SFf 4 X ► -. Ig/ /, ai r I L/ BRAMBLE - , r r in i � (6) EXISTING SAWLEAF ZELKOVA TO REMAIN (TTP) • ,' `�� ; r` re r1 o ...IF TRASH ENCLOSURE `r rr 1 ►,1 CREEPING BRAMBLE (TTP) \ SEE DETAIL ON r` . �I. , -- - `oo-oor. o f SHEET C500 . `. 0 o f, :ra�� \ r 3100 31+0% . . , / ` EXISTING DECIDUOUS TREE ... .. ... .,. \ •: '. TO REMAIN (TTP) / �`, r`r• ' COMPACT OREGON GRAPE (TTP) Q ;Y .« _ ` ` • DOMING CONIFEROUS TREE TO i�LIAIN (OFF'S11E) (TIP) -- 31012* 31013* 31014* . • 6 11040 ,, ` .•, •.,... . ---. ._..._._...._..•. _.,... it-4 ... ;., .•.,., � __ � f/ .\ `\ ; 11041 /! . r�—. �r-!'/. � /AO, /`` '/ /`� / /�/��//,/// '////� r / / 7/.////////•,/ 77/7/,,/t / 30062 I UJ/ , rrr, 11582 -r1111F • ( / / / � � //,� rowl . , 30038 0 30038 11028 - f►-z ��'Lr' 'r''�tli .. ////i/z ' I (3) EXISTING ARMSTRONG MAPLE TO BE TRANSPLANTED OR REMOVED AND REPLACED IN KIND 300600 j ` 1 U C4i4li - GENERAL NOTES: """' 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PLANT QUANTITIES. IF DISCREPANCIES ON-GOING CE NOTES: CL CONTRACTOR WILL TRANSPLANT OR REMOVE AND REPLACE TREES 31012, ON-(;OING LANDSCAPE MAINTENANCE SHALL BE THE RESPONSIBILITY OF TIE OMER OR THEIR TENANT OCCUR, DESIGN INTENT PREVAILS OVER QUANTITIES LISTED. - SCALE 1," = 30 FEET 31013, & 31014 (SEE SHEET C030) TO ACCOMMODATE FUTURE 2 ALL PLANTS AND PLANTINGS SHALL CONFORM TO THE CITY OF TIGARD DESIGN AND SHALL CONFORM TO CURRENT LANDSCAPE INDUSTRY BEST-PRACTICE STANDARD AND ANSI A300 (0) rill11615e ENTRANCE TO TAX LOT 600 AND MAINTAIN THE APPROVED STANDARDS AND TO AMERICAN NURSERY STANDARDS ASF! 1260.1 (REVISED 2004 OR TREE, SHRUB, AND OTHER WOODY PLANT MANAGEMENT STANDARD PRACTICES (PRUNING}'. TREE DEVELOPMENT CANOPY REQUIREMENTS. LATEST EDITION}. PLANT IN ACCORDANCE WITH STANDARDS ADOPTED BY THE OREGON PRUNING SHALL OCCUR ONLY AS NECESSARY TO REMOVE BROKEN BRANCHES AND MAINTAIN CLEAR UNEin OF SITE. SCREENING SHRUBS SHALL BE PRUNED A MINIMUM OF ONCE PER YEAR OR AS NEEDED FOR Q 30 0 12 18 24 3 PLANT SPECIES, SITE, SPACING, QULANDSCAPE CONTRACTORS BOARD ANTITIES, ETC ARE SHOWN TO PORTRAY THE PLANT HEALTH AND TO MAINTAIN REQUIRED HEIGHT. CHARACTER OF THE SITE LANDSCAPING. REVISIONS OR SUBSTITUTIONS MAY BE MADE �-G Z PLANT SCHEDULE PLANT SCHEDULE CONT. COSTiSTENf LANDSCAPE IIION IC�WHERE ALLOWED IOR TO BYTHE n OFBASED TIC�ARD'S DESIGN 14( STANDARDS. TREES I DOTANICAL NAME COMMON NAME SIS/CONTAINER SPACING SHRUBS s BOTANICAL NAME COMMON NAME SIZE/CONTAINER SPACING 4k TREES TO BE PLANTED SHALL MEET THE REQUIREMENTS OF THE AMERICAN ASSOCIATION CHAINLOCK OR OTHER moll OF NURSERYMEN (AON) STANDARDS FOR NURSERY STOCK (ANSI 260.2) FOR GRADE N0. APPROVED TIE 0 13 (EXISTING) IUNBERGII 'ROSE GLOW' OSY GLOW BARBERRY 2 GAL CONT. 48' o.c. . 1 OR BETTER. 2X2 PRESSURE TREATED 1 PYRUS EAI! DVANA 'CHANTICLEER' CHANTICIJ ER PEAR 3 1/2" CAL B&B AS SHOWN 5. TREES AND SHRUBS SHALL BE PLANTED A MINIMUM OF 36 FROM CURBS, SIDEWALKS, STAKES (2) PER TREE AND OTHER HARD SURFACING OR CENTERED IN PLANTING ISLANDS. SET AU. i- SET PARALLEL TO TREE 0 108 FESTUCA GLAUCA BLUE FESCUE 1 GAL CONT. 24" o.c. UTILITIES. ER A MINIMUM OF 24" FROM CURBS, WALKS, WALL, TREE TRUNKS, AND TOP OF ROOTEALL/ROOT FLAIR PARKING LOT TREES (,IY 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 BARRER SHALL BE A MINIMUM OF - .7PROVIDE 3` DIAMETER MULCH �� BY. /KOH O 65 MAHONIA AQUIFOLIUM `COMPACTA` COMPACT OREGON GRAPE 2 GAL CONT. 30' O.C. AREA 3" DEO' AROUND AL1- TREES 0 5 ACER GRISEUMI PAPERBARK MAPLE 2 1/2` CAL B&B AS SHOWN 7. MULCH: APPLY 3' DEEP MEDIUM GRIND OR SHREDDED DARK HEMLOCKOR FIR BARK TEB/NKP IN LAWN AREAS DRAM BY: UNDER AND AROUND ALL PLANTINGS, TAKING CARE NOT TO COVER FOLIAGE OR ROOT - CHECKED 8Y: KAH O 162 PRUNUS LAUROCERASUS 'OTTO LUYKEN' LUYKENS LAUREL 30" HT. CONT. 36' o.c. CROWNS OF G ZOUNDCOVER PLANTS OR BURY ROOT FLAIR OF TREE. _ CURB (WHERE APPLICABLE} SCALE: AS NOTED & SOIL MIX FOR ALL PLANTING BEDS SHALL BE 1/3 SANDY LOAM TOPSOIL 1/3 ORGANICS; • - AC. DATE:2/21�ZO18 • AND 1/3 COARSE SAND. EXISTING NATIVE SOIL OR STOCKPILED TOPSOIL STRIPPINGS . 111 3 ZELKOVA SERRATA SAWLEAF ZELKOVA 2 1/2 CAL B&B AS SHOWN 0 22 RASA X 'FLOWER CARPET PINK' PINK FLOWER CARPET ROSE 2 GAL CONT. 30 o.c. MAY BE USED. SUBG RADE IN ALL PLANTING BEDS SHALL BE CULTIVATED TO A MINIMUM T ---I i� ' ��r1 A I I 18' DEEP X 10' LONG ROOT 4 OF 6' DEEP. BRING TO A SMOOTH EVEN GRADE. AMENDED SOIL SHALL BE I El ; �.,,+ I 1 THOROUGHLY WATER--SETTLED AND HIGH-LOW AREAS RE-GRADED T4 MEET FlNISH 6 =III--III 4 . ....•.„,,� --1 BARRIER (BOTH SIDES NL7 To 797 • GRADE TOPSOIL MALL BE RICH DARK BROWN COLOR AND VOID OF ROOTS, PLANTS, (---� 11=° e��t�ri� ~�I I CURB AND SIDEWALK ONLY) s RA C'.) 26 VIBURNUM T1NUS SPRING BOUQUET' SPRING BOUQUET LAURISTINUS 2 GAL. CONT 48 o.c. � . . ,i ::;:::::"..e...e.01:1:. . �'.�;!,`.• a' < --� :SOD, STONES, CLAY LUMPS, ALKALI SALTS, DEBRIS, AND OTHER EXTRANEOUS MATERIALS =II 1-III° • •3.4;'`4 ,.1+e>,}• }} I- A. `liA 0 of .. `, 4• . , ir— STN ET TREES Ey BOTANICAAL NAME COMMON NAME SIZE/CONTAINER SPACING 111=111 �s r� I I 1 HARMFUL TO PLANT GROWTH. ! cl ;'��'�i�+'Srei Q _ 9. ALL PARKING LOT TREES SHALL HAVE A tigoiltuMB: 1,000 CUBIC FEET SOIL PER 1 Q o. , , w e r,GROUND COMERS TS a ITQTANICAL NAME COMIMON NAME SIZE/CONTAINER SPACING CV c°a4qQAa °AsSTAMINIMUM OFEET PER TREE IN ACCORDANCE -2 PEEL EIACIC TOP a a°a` ° a •• 1/3 OF BURLAP MINIMUM 06/06/2013 q , WITH CITY OF TIGARD UFM 1J(1XF). COVERED SOIL VOLUMES IN AREAS SHOMM ARE r 1 ,---1 I I—I I I 14 AER TRUNCATUM 'PACIFIC SUNSET; PACIFIC SUNSET MAPLE 2 1/2� GAL. B&B A5 SHOWN /�i REQUIRED TO MAKE UP THESE AMOUNTS AND SHALL CONSIST OFA SOL/GRAVEL r E=1 I I--i I I— 268 RUBUS CAL CREEPING BRAMBLE 1 GAL CONT 3a o.c. - -' COMPACTED SOIL MIX /iy.• ADMIXTURE APPROVED BY THE CITY OF TIGARD (SUCH AS CRUSHED ROCK, GRADATION -1 I �! 111II.ar, LOAM/ORGANIC TOPSOIL; SOIL COMPACTED TOP SOIL REVISIONS 4 OF 100% PASSING 1.25 , MAXIMUM 30% PASSING 0,75 ; 8 BINDER SUCH AS "STABILIZER"; AND WATER). REFER TO SECTIONS 12 AND 13 AND 1r MIN. EACH SIDE +-•- 4,700 LAWN - NORTHWEST SUPREME LAWN MIX (OR APPROVED EQUAL) - SUNMARK SEEDS APPENDIXES OF TIGARD'S URBAN FORESTRY MANUAL COVERED SOIL SHALL BE PLACED Q - •• •' SF± TOA DEPTH OF 3 FEET IN AREAS SHOWN. MIX COVERED SOL IN BATCHES OF AN 1 TYPICAL TREE PLANTING DETAIL - LOLIUM PERENNE VAR DASHER 3 {DASHER 3 PERENNIAL RYEGRASS) 356 APPROPRIATE SIZE FOR THE EQUIPMENT AND VOLUME BEING USED. PROTECT SOILS AND g1t DATA MIXES FROM ABSORBING EXCESS WATER, FROM EROSION, AND COMPACTION AT AU. LI00 NTS JOB NUMBER E - LODUM PERENNE VAR CUTTER II (CUTTER II PERENNIAL RYEGRASS) 35% TIMES. INSTALL COVERED SOIL IN 6-INCH LIFTS AND SPREAD UNIFORMLY OVER THE NOTES: �77 TOTAL SITE AREA EXCLUDING RIGHT-OF-WAY = 190,810 SF *87 ,�TREE PREVIOUSLY PLANTED TO MEET PREVIOUS DEVELOPMENT CANOPY REQUIREMENTS -- FESTUCA RUBRA VAR GARNET (GARNET CREEPING RED FESCUE) 15% AREA COMPACT EACH LIFT TO THE REQUIRED MAXIMUM DENSITY RECOMMENDED BY THE " TOTAL LANDSCAPE AREA = 128,172 SF ( * - FESTUCA RUBRA SPP FALLAX VAR WINDWARD (WINDWARD CHEWINGS FESCUE) 15% SOIL SUPPLIER. DRIVE STAKES OUTSIDE OF ROOTBALL SET TREE 2 ABOVE FINISH GRADE TO ALLOW TOTAL PARKING LOT AREA = 37,335 SF STREET TREE PREVIOUSLY PLANTED DURING PREVIOUS DEVELOPMENT; 1). ALL PLANTING AREAS SHALL BE AUTOMATICALLY IRRIGATED. IRRIGATION SYSTEM TO BE FOR SETTLING SOIL DO NOT COVET; ROOT FLAIR, SHEET TOTAL PARKING LOT LANDSCAPING = 7,480 SF (20 APPLY ATA RATE OF 8 LBS. PER 1,000 SF OR AS RECOMMENDED 8Y SUPPLIER, DESIGN-BUILD BY LANDSCAPE CONTRACTOR PROVIDE DESIGN BUILT! PLANS TSD THE 2, BACKFILL SOIL MIX FOR TREE PLANTING TO BE 1/3 ORGANIC MATERIALS, 1/3 TOPSOIL, o CITY OF TIGARD, INCLUDING ZONE AND HEAD LAYOUT, PRODUCT DATA, ETC. FOR AND 1/3 SANDY LOAM. Ll 00 v, APPROVAL PRIOR TO BEGINNING INSTALLATION. 3. REMOVE. AU. WIRES, METAL BASKETS, TWINE, AND OTHER NON-COMPOSTABLE MATERIALS FROM TREE ROOTBALL PRIOR TO PLANTING. ...,., . IN _ - � c° V � (3) EXISTING PAPERBARK MAPLE_ -PACIFIC SUNSET MAPLE (T1fP) TO REMAIN (TYP) - --- - - - - --- BLUE FESCUE (TYP)_ _ _ _ ,P' 1111 0 iii ce _ • �'- ~ BENCH ON CONCRETE PAD) HiRJGA110N POINT OF CONNECTION (POC) - - - _ f -. - SW 68TH PARKWAY PACIFIC SUNSET MAPLE (TP) 4 • _ ill / At ' �+ Xl\ISI'VIr \ 111Y1�NS LAUREL (rap), Akt______- -.4i--;,--- isik,--qw----,- ?..:-.t. ,„,N ,i,, _ NIN -nes Y� fig' F' a jii /11).1.-- !RIC • o Lu 0 VIJIQ TRIANGLE FOR `�•��`��+'�� ik*Ah�� OC•°.kYc� �M�� N14-7gy - ,-or t-,,, `� .► I". Q D . /M• !� , r INTERSEC SIGHT DISTANCE ,iii . .4,..„..„: - • • Efd W e�+�.0'V III h,.;**.i bilk tl to 1 if� fit a!1 , \ �` N. i•M... ...... 1 S VI sr> Z k- „,...„,soilwiourivocrown, ff4 19 ''''‘ 1 dd . +1 �`�� 4 � .�`'a 4\,i�`.�O1/4'a.�4Lif i NN:1 41* vit...24,a1,-valo:100-t-vh.'Nefisig171-50_0.9.-ei,.4..*7 ��`�- �Y"�,��,�_��i0�'_oa�:'Yf'Y 1 \� � I allow _ ca Q Iti r Le,"- y � >� �.4.,�� .�.o��' •b1 �i = O �' '� �' CHANTICLEER Wit\ a. `\ amor Oft , f o ca / �I►'� � - CREEPING BRAMBLE (TYP) _ ` Iors % a.,s t.i e s oa,,b \\\+� PEAR (TYP) \ `\ 2 - t`''n Qr' 1'�r� �� \ ` , a N to 2 Ras W ,p,►��' . SPRING BOUQUET PINK FLOWER CARPET , \. ` goo / ffi ,.;,,; z Lu / 1\ .SI B LAURESTINUS (TIP) ROSE (TYP) `� , Il�1 2 = 1: \ \ \ yrtPa � v W W / ��t�� \\ I; ROSE GLOW '` \..__1 . I BICYCLE PARKING - REFER BARBERRY (TIP) \\\ �, \\\ , } r , I! TO ENGINEERING PLANS 1 \\ \\ ` r ILILJ y \ PAPERBARK MAPLE (TYP) •v I \� SAWLEAF ZELKOVA (TIP) ,\ \\ vo, L SAWLEAF ZELKOVA (TYP) \ \ "�/ , TAX LOT 2300 ! 1) ° � • .�I : 1 11 \‘ C Q � �� °°O O V!� �- �► \ \ \ ` 1 TAX MAP 1S 1 36DA W �. Q e COMPACT OREGON \ \ \ • �( CC ", °° � ilir GRAPE (Tr), :� \` t } 6900 SW ATLANTA ST Q tomitce ilri 0 (0,-------.0. _........, 0 O1 ,, ova 4aye v- v \ i I \ 4s, ifi,)"p q��..-—..... . •Qrs Q 0040 \\ \ 1 NI- ..._ J�i 3100 •: .~:• BLUE FESCUE (TW) ��- 1 } \\ ` r Nw 1"/ Orrl BLUE FESCUE (1W) ,, .:`• * LIMITS OF WORK \\ \ TAX LOT 6502 ti : :. • ! �- -- --\ \ 1 �. 11 TAX;MAP 1S 1. S6AD '' a r , _ \ , Cn 109$5 SW 69TH AVE Ir .di \ ♦ X I LUYKfNS .. :•' I �� EXISTING TREE CANOPY ,'_•hI ) 1 re . / I puliC:11 Illimi ` Igoo 71111. "II \ ICC _ Or :� 440 ' ' TLAND BUFFER (TYP) \\\ `\\ 111 %IV 0 • f0' 10 r oQOE L \ \\ 141111, \ \ , ), MEM CO I ‘ \ / 4 LUYKENS LAUREL (TVP) ; •:, 1131'1' .• a �t& • ! i, I 71000t:0•Joia° i X X \'‘ \� EX CREEK 11 • °° b.I1 3 . .� \ 2012 ORDINARY �G' I Q.000QQe� WETLAND \ \\ ./j �J}� ~ � 'RUNDARY % �L// HIGH WATER LINE T ' \ \ AREA: 5,456 5F Q CREEPING y ARF . 185 t \ T / ` \ I� ��BRAMBLEP' (6) DIIS11NG SAWLEAF ZELKOVA TO REMAIN (TYP) ,,/�� `\\ `\ CI: r o ' W ;!/ TRASH ENCLOSURE `\ �\ CREEPING BRAMBLE (TYP) /4, / `\ ', I F ; SEE DETAIL ON \\ \` , (1 I 1:41.101.121:/ SHEET C500 ` \ - - 11 I k 1�._. -- oage�;_,tl° ' -'...-.--::::-:-:::-: Wil!/,!/�/,'��f-7l�- /7 I I!/.'/,'�!//,/7/7,- /- \, '. 3100 1+111 ,..::' . EXISTING DECIDUOUS TREE TO RDAAIN (DP) COMPACT OREGON GRAPE (Tr) -gc ` . 1 ' \\ \. 41481 ` ' EXISTING CONIFEROUS TREE TO REMAIN (OFFSITE) ( ) -- # 31014* • 'els - 11040 1. (ill, �\ `\ 31812 31013* • ;. .'• 11041 \ \\ , SCALE i" 30 FEET ,',' ',� ,','y !'; .',� f',,,,,/,:i.„,,/,://77/7/„//7/,,://,./„,, ' �',' ; 300621 37 o/ `\ '� • 5„11 , , / ' , ! /'. e ,i 11.111M6-leiR 0 11582 , � n 11035 7SO 0 12 Vil 24 30 30036 3tfQ313 11028 //. 4, 7/77,\ .L t' M?,Tin j',," r. I ° Z -- (3) DUSTING ARMSTRONG MAPLE TO BE TRANSPLANTED OR REMOVED AND REPLACED IN KIND 30060 U.111 p • a ... 7....,.7,A. . 01 C1.7). PAPERBM� �' � MAPLE W� hMP)wa ryva ar a a -f P."r ?Ilk- ,f4- --,r, ?? 4.flici, , •,,,,,!,,.... •--__. LLIYKENS LAUREL (TYP) /�i�= 1 LAV i •", •1 ICE j a/r;�¢` V-- ---V (PIP) Iff fl \ # - SW 681H PARKWAY CURB 5' SIDEWALK -II;, il-;„!-I, _ CURB RPC MING LAR r, PAC 1C SUNSET II M 1 (TYP) . lo-t IS I I 3.OD' L� "� IIST147-1:NIVIT-A3:11.-<711r‘111EE:17 / 11 HEIGHT A2 11;411-1;11:11::::":-Tilir: �"zANO UNDERSTORY EXISTING DESIGNED BY: NKP 295 �° h, MAPLE 7 j y.�/y, L. DRAWN BY: (SCP 1..o -8.54-�-1 1,4' y • it T �' `141 L'z , R' 5.�v. , -- - ! h, �„�a -�� (�') �il ,. ti �:5'�+r�'a,y,'� CkECKED 9Y. KAH '� „� /y' H - ,vy,., -.1 LANDSCAPE CROSS SECTION A w � - w, i" "' ., - IMSNOTED" I � i ,� �. ..• ,''. �� ," � ulYKas LAUl�EI. (T1IP) � �, •# i .. .�,.��•� `.,,� DATE:2/21 201S11 TI ti`s. 1ss 1. PARKING LOT UWDSCAPE SCREENING ALONG SW 68Th AVENUE. n - � �i n „��, .� _ y 74 ^;i7 7 fii ask i+�w,l�r; _ - .I'II`liflI1—II—' P L'DTLi j1� � . , __ —__ � _ :. r =1=1= 11= pl.. + ., r!1 c� -�� = :151`11—ILII IIW 4$ $81N PARKWAY 1-t1 i; - 1 r1� -IIi_ _t=u- CURB 5' SIDEWALK Ii-i�II1.- rI ;li q}� KIRSTi A. �AL'*.ALD ' _ �. 6' SIDEWALK RPCPARKNGLOT _i- j•l '� f - r .. ...trim_ , _ - r +P. .�w LAMR! I f I -I CURB f -q=II-. t: ii=1i=” ( OREGON �� i,��11II."-ii- -11-1k- o'- - nrll='ll.. -� S � ll --.11::711_11=-11=11- ., 46/06/2013 raA�r: � ( I a li ;n I_ 100' o= ac Sw�661Fi PARKWAY MANTANED- CURB HEIGHTig ! EWING NATURAL RESOURCE BUF'F'ER Sift ..04*T w p l REVISIONS ad I1 o 28' ! I o B, Bt 275 ' JOB NUMBER n GW u5077ps 2 LANDSCAPE CROSS SECTION 'B' 3 LA4NDSCAPE CROSS SECTION 'C' SHEET ,.., L101 1' = 101-0' L101 1' =1c'-o" . ac NOTES: NOES: LiOl v., 1. PARKING LOT LANDSCAPE SCREENING ALONG SW 68TH AVENUE. 1. . PARKING LOT LANDSCAPE SCREENING ALONG SW 68TH AVENUE.