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Plans SIT2013 00030 0 W Z m WWin j. �- LLI N = NOV 21 2013 ovc 0 v Z a Zv AU) E! o °' PROPERTY OWNER/APPLICANT ui rn E Q�U ! f.> . WAY W. LEE GENERAL CONTRACTOR, INC z 0 o W �- - -- - M - r,. t� La `, 5210 SE 26TH AVE o o Z u TAX MAP 1S 1 36AD z $ W ' r A 0 PORTLAND, OR 97202 _C a z o r �cnva ti W L. Q , f TAX LOT 700 ` x key� � 'y ( Z M �' _! n TAX MAP 1 1 360 _ PLANNING/ENGINEERING/SURVEYINGSPEC'A, .14- - > > E > Sj 1 TAX LOT 2500 Q C;; v�t S �::��:.:1 ! v �:- Cc�� TAX MAP 1S 1 36DA ; LANDSCAPE ARCHITECT/ARBORIST EfR. .- o W CD Co d R�fa,� St E CanCrv:;!4�.1•::,i 1''i'+i71i{�rvl„--•�Sta`�II PRUCT ;fr..f „� I CD 0 8 SITE �1ui AKS ENGINEERING & FORESTRY, LLC. ❑ B&,s InstaNad:n cc�cra e , CD lieCONTACT: ALEX HURLEY ❑ Speral�,o nt gig cony a: � -� 13910 SW GALBREATH DRIVE, SUITE 100 EJ ;� � st I al�f�-ress,ng Steel Tendons rt CIL I i O _ �- j SHERWOOD, OR 97140 ❑ stn�ct - �1 el ng CN x _ E a ► PH. 503-925 8799 '��`��n. o } 503-925-8969E Str uctuai[Masonry Uf TAXLOT IIQOA FAX. R L AX MAP 1S 36D , i i �r�arcs- • sum i � I � . . _w_1 3 r ❑ Insula ng Concrate RH ■■■� i.--.7 J a 1 LL- -T - tTt SS (n ❑ Spray�r+ad Fins-Rasis#++e Mat LLj ( '# -s i 1 __ ----� � ( P Sr.Z.- 1)6” ,3 Fiel-s a<J C-a:s Q ` TAX LOT s0o GEOTECHNICAL ENGINEERING FIRM � tom, TAX MAP IS 1 36DA rax LOT 36 t I GEOPACIFIC ENGINEERING, INC TAX MAP 1S 3 36DA Qx� to specie M �, atxl�.,�g iJIETAX TAX LOT 2400 TAX MAPS S 1 36DA ? CONTACT: SIM IMBRIE r ,. - TAX MAP 15 1 36DA 1 14835 SW 72ND AVENUEUR kner Impectfierm CD ' Q TIGARD, OR 97224 .E _ - VICINITY MAP PH: 503-598-8445 o NOT TO SCALE � l '�• � i FAX: 503-941-9281 N � I 0 o SITE MAP 1 =100' PROJECT LOCATION: TAX LOT 2400 (WASHINGTON COUNTY Q H E ET INDEX ASSESSOR'S MAP 1S 1 36DA) LOCATED IN THE _ SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, W GENERAL SHEETS STORM SEWER CONSTRUCTION PLANS WASHINGTON COUNTY, OREGON. C000 - COVER SHEET WITH VICINITY AND SITE MAP C200 — STORM SEWER PLAN AND NOTES EXISTING LAND USE: UNIMPROVED (� Va C001 — GENERAL NOTES AND LEGEND C201 — STORMWATER FACILITY PLAN, PROFILE AND SECTION W Q C002 — EXISTING CONDITIONS PLAN C202 — PRIVATE STORM SEWER DETAILS PARKING AREA AccESS SITE cLEARINc _ Z PROJECT PURPOSE: C203 — PUBLIC STORM SEWER DETAILS AND STORMWATER FACILITIES. Q 12C}0-CN EROSION AND SEDIMENT CONTROL PLANSOOOP SITE AREA: 194,185 SF = 4.4fi AC W C050 EROSION AND SEDIMENT CONTROL COVER SHE SITE LANDSCAPING PLANS DATUM: ELEVATIONS ARE. BASED ON WASHINGTON Z ET . G 0 — COUNTY GEODETIC CONTROL POINT NO C C051 - CLEARING AND DEMOLITION EROSION AND SEDIMENT CONTROL PLAN L001 — SITE LANDSCAPING PLAN 22-028, BEING A 2-1/2 INCH BRASS DISK00 C052 — GRADING EROSION AND SEDIMENT CONTROL PLAN — / L002 TREE CANOPY PLAN AT THE INTERSECTION OF SW 72ND AVENUE C053 — EROSION AND SEDIMENT CONTROL DETAILS L003 — VEGETATED CORRIDOR PLANTING PLAN AND HIGHWAY 99W — ON THE EAST SIDE L004 — STORMWATER FACILITY PLANTING PLAN AND DETAILS OF THE ENTRANCE TO FRED MEYER. - ELEVAT1ON = 275.00 (NGVD29). TREE PROTECTION AND GRADING PLAN CTYOFUGARD -11ESIGNED BY: AHH MTS Approved......r?.��...............[ C070 — TREE PROTECTION AND REMOVAL PLAN IMPERVIOUS AREA TABLE Conditionally Approved „j j �""� os "'iTs = Sea Letter to:Follow.....,...,._„....[ ] CHECKED BY: MH 0071 — GRADING AND DEMOLITION PLAN PARKING AREA 15 649 SF A�h�--.----..0 sem: As NOTED 0072 — RETAINING WALL SPOT ELEVATION PLAN AND DETAIL GRAVEL DRIVE ISLE 9,816 SF A�"t • VZ; Y oA��i-/�—/3 TOTAL SITE AREA 194,185 SF By: Date: AREA OF DISTURBANCE 954977 SF Approved plans v shall b on lob site. SITE CONSTRUCTION PLANS � zz�V( S C �- �� o>=x OFFICE COPY ,�q��Ar, J��`� g C100 SITE PLAN - C101 SPOT ELEVATIONS PLAN ATTENTION EXCAVATORS. RENEWAL ATE: 6/3Q/t5 _ a - C102 — ACCESS ROAD PROFILE AND CROSS SECTIONS OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY REVISIONS C103 — SITE CONSTRUCTION DETAILS ,�,a,,,,, ,,, ,,,, NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM - C104 - SITE CONSTRUCTION DETAILS " �� - 00 N THE CENTER BY GALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT - C105 — SITE LIGHTING PLAN AND DETAILS f THE RULES YOU MAY CONTACT THE CENTER. a 3282 . R YOU MUST NOTIFY THE CENTER AT z :� LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESS DAYS, BEFORE H � a COMMENCING AN EXCAVATION. CALL 503-246-6699. 0000 GENERAL NOTES GRADING NOTES DEMOLITION NOTES ? m 1. ALL WORK AND MATERIAL SHALL CONFORM TO THESE PLANS AND THE APPLICABLE PROVISIONS 26. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN. 1. TREE PROTECTION PLAN MEASURES MUST BE INSTALLED, INSPECTED AND APPROVED PRIOR TO 1. PRIOR TO STARTING DEMOU11ON OPERATIONS, THE CONTRACTOR SHALL APPLY FOR AND OBTAIN Lu W - OF THE CITYS DEVELOPMENT ORDINANCE, THE CITYS DESIGN STANDARDS, THE MOST RECENT ACCORDANCE WITH THE PLANS AND SPECIFICATIONS INCLUDING SUCH INCIDENTALS, AS MAY BE ANY GRADING, ALL NECESSARY PERMITS REQUIRED BY FEDERAL, STATE, AND LOCAL LAWS, CODES, AND = i_ EDITION OF THE UNIFORM PLUMBING CODE, THE MOST RECENT EDITION OF THE INTERNATIONAL NECESSARY TO MEET THE INTENT OF THE PROJECT CONTRACT DOCUMENTS, APPLICABLE AGENCY REGULATIONS. N = __ BUILDING CODE, AND APWA STANDARDS. REQUIREMENTS, AND OTHER WORK AS NECESSARY TO PROVIDE A COMPLETE PROJECT. 2. IF NECESSARY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THE NECESSARY m ARRANGEMENTS FOR COMPACTION TESTING AND FOR SUPPLYING THE RESULTS TO THE PROJECT 2. THE CONTRACTOR SHALL PROVIDE ALL THE 'MEANS AND METHODS" NECESSARY TO PREVENT Q 2. THE LOCATIONS, DEPTHS, AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ARE COMPILED FROM 27, THERE SHALL BE NO ALTERATION OR VARIANCE FROM THE APPROVED PLANS WITHOUT ENGINEER. MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES AND/OR IMPROVEMENTS TO Z a AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE ENGINEER OR UTILITY COMPANIES DO NOT APPROVAL OF THE PROJECT ENGINEER AND THE CITY. REMAIN ON OR OFF SITE. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING Z Q GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. ADD111ONAL UTILITIES 3. SITE PREPARATION MUST INCLUDE THE REMOVAL OF VEGETATION, NON-COMPLYING FILL, STRUCTURES AND/OR IMPROVEMENTS TO REMAIN AND SHALL RESTORE ANY DAMAGE TO THE ZN MAY EXIST WITHIN THE WORK AREA. 28. ANY INSPEC11ON BY THE CITY, COUNTY, STATE, FEDERAL AGENCY, OR PROJECT ENGINEER SHALL TOPSOIL, OR OTHER UNSUITABLE MATERIAL PRIOR TO PLACEMENT OF THE FILL PRE-DEMOLITION CONDITION OR BETTER USING NEW MATERIALS. ANY REPAIRS REQUIRED SHALL `" O NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK 1N BE PERFORMED AT THE CONTRACTORS SOLE COST AND EXPENSE. a. Z 3. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE SHOWN COMPLIANCE WITH THE APPLICABLE PLANS CODES, REGULATIONS, STANDARDS, AND PROJECT 4. NO CUT OR FILL SHALL EXCEED A GRADE OF 2 HORIZONTAL TO 1 VERTICAL UNLESS APPROVED E! o FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED CONTRACT DOCUMENTS. BEFOREHAND BY THE PROJECT ENGINEER. 3. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO z OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY-A COPY OF .016 C0 CONSTRUCTION. 29. SAW CUT STRAIGHT MATCH LINES WHERE EXISTING PAVEMENT MEETS NEW PAVEMENT: 5. PROJECT GRADING LIMITS SHALL BE WITHIN THE PROJECTS PROPERTY BOUNDARY AND/OR z �' = o Z APPROVALS TO OWNERS REPRESENTATIVE PRIOR TO INITIATING WORK. m N co 0 CONTRACTOR SHALL VACUUM UP SAW CUT SLURRY AS IT IS CREATED. SAND AND SEAL JOINT STREET RIGHT-OF-WAY, UNLESS OTHERWISE SHOWN ON PLANS. NO GRADING SHALL BE W � a °'�i �+ Q' W � MN C W 4. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND (TYPICAL). CONDUCTED IN WETLANDS OR OTHER ENVIRONMENTALLY SENSITIVE AREAS UNLESS SPECIFICALLY z o o a W HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOWN ON THE APPROVED PLANS. 4 CONTRACTOR SHALL INSTAL_ EROSION CONTROL MEASURES IN CONFORMANCE Wf1H THE EROSION � �o��o � Z � 30. EXISTING BURIED UTILITIES, WHICH ARE TO BE ABANDONED SHOULD BE REMOVED UNLESS NOTED CONTROL PLAN, NOTES, AND DETAILS PRIOR TO STARTING DEMOLITION OPERATIONS. F o �,1 a SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES IS NECESSARY, IT t �n �,a •' Z p SHALL BE DONE AT THE CONTRACTOR'S EXPENSE CHANGES MUST BE APPROVED BY THE ON THE APPROVED PLANS. 6. THE IDENTIFICATION OR REMOVAL OF UNSUITABLE MATERIAL SHALL BE DONE WITH THE 5. THE LOCATION OF ALL UTILITIES SHALL BE MARKED IN THE FIELD PRIOR TO DEMOLITION. a V N a LiA*- W W PROJECT ENGINEER IN ADVANCE OF WORK. CONTRACTOR SHALL COORDINATE THE WORK WITH CONSULTATION OF THE PROJECT ENGINEER AND/OR PROJECTS GEOTECHNICAL ENGINEER. CONTRACTOR SHALL PROTECT AND MAINTAIN IN A SAFE AND OPERABLE CONDITION ALL UTILITIES APPLICABLE AGENCIES AND THE CITY. 31. DUST SHALL BE CONTROLLED WITHIN THE DEVELOPMENT DURING CONSTRUCTION AND SHALL NOT INDICATED TO REMAIN, AND PREVENT INTERRUPTION OF EXISTING U11UTY SERVICES EXCEPT WHEN z `o o BE PERMITTED TO DRIFT ONTO ADJACENT PROPERTIES. 7. REMOVE AND DISPOSE OF ALL ORGANIC AND/OR UNSUITABLE MATERIALS, INCLUDING TREES, AUTHORIZED IN WRITING BY THE AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL PROVIDE 5. SUBSEQUENT SETTLEMENT OR CRACKING OF FINISHED SURFACES WITHIN THE WARRANTY PERIOD STUMPS, ROOTS, BRUSH, AND GRASS IN SUCH A MANNER TO MEET ALL APPLICABLE TEMPORARY SERVICES, ACCEPTABLE TO GOVERNING AUTHORITIES AND OWNER'S REPRESENTATIVE, �■ O _ SHALL BE CONSIDERED TO BE A FAILURE DUE TO LACK OF COMPACTION AND REPAIRED BY THE 32. CONTRACTOR SHALL WORK TO PRESERVE ALL TEMPORARY SURVEY CONTROL POINTS, TEMPORARY REGULATIONS. ON-SITE DISPOSAL SHALL BE AS DETERMINED BY THE PROJECT ENGINEER, r R CONTRACTOR AT NO CHARGE IN A MANNER ACCEPTABLE TO THE OWNER. BENCHMARKS, TEMPORARY GRADE STAKES, AND OTHER REFERENCE POINTS FOR AS LONG AS PROJECTS GEOTECHNICAL ENGINEER, AND OWNER. FOR BUILDING(S) TO REMAIN AS REQUIRED DURING INTERRUPTIONS TO EXISTING UTILITY SERVICES. V THEY ARE NEEDED FOR CONSTRUCTION ACTIVITIES. < Lt"7 W 6. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE PROJECT LIMITS O 6. THE CONTRACTOR SHALL CONTROL RIGHT-OF-WAY TRAFFIC AT THE PROJECT SITE IN B. STRAIGHT GRADES SHALL BE RUN BETWEEN FINISHED GRADE AND/OR FINISHED CONTOUR LINES WITHOUT WRITTEN PERMISSION FROM THE OWNER'S REPRESENTATIVE AND /OR GOVERNMENTAL C:) CONFORMANCE WITH THE LATEST EDITION OF 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", 33• CONTRACTOR SHALL FOLLOW OSHA REQUIREMENTS. SHOWN, UNLESS OTHERWISE NOTED. FINISHED GRADES ARE TO DRAIN AS INDICATED ON THETHE CONTRACTOR SHALL AT ALL TIMES C� , S. AGENCIES HAVING JURISDICTION IF APPLICABLE "OREGON SUPPLEMENTS' AND CITY REQUIREMENT34. NO TRENCHES WILL BE ALLOWED TO REMAIN OPEN OVERNIGHT. ALL TRENCHES SH+4L1 BE _ PLANS. ROUGH GRADING SHALL BE FINISHED BY BLADING AND RAKING TO REASONABLE SMOOTH � O Ln MAINTAIN LOCAL ACCESS FOR OWNERS NEAR THE PROJECT SITE. THE CONTRACTOR SHALL COVERED WITH STEEL PLATES OR FILLED IN AT NIGHT WITH COLD PATCH OR HOT MIX. CONTOURS WITH GENTLE TRANSITIONS. 7. THE CONTRACTOR SHALL KEEP ALL STREETS AND PUBLIC RIGHT--OF-WAYS CLEAN OF MUD, DIRT, ■ PROVIDE AND USE A CITY APPROVED PROJECT-SPECIFIC TRAFFIC CONTROL PLAN, WHICH SHALL AND DEMOLITION DEBRIS. THE CONTRACTOR SHALL MONITOR THE HAULING OF DEBRIS TO INSURE BE AVAILABLE ON THE PROJECT SITE. 35. THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR POWER, TELEPHONE, CABLE 9. AREAS TO RECEIVE STRUCTURAL FILL MATERIALS SHALL BE PREPARED 8Y REMOVING ALL THAT ANY SPILLAGE FROM TRUCKS IS PROMPTLY AND COMPLETELY REMOVED AND CLEANED UP. � a ORGANIC AND UNSUITABLE MATERIALS AND PROOF ROLLING. BENCHING IS REQUIRED ON FILLS IF REQUIRED AND/OR NECESSARY, THE CONTRACTOR SHALL COVER ALL HAUL VEHICLES. N C) 7. CONTRACTOR SHAl1. MAINTAIN BENCHMARKS, TVAND GAS. POWER TELEPHONE, CABLE TV AND GAS TRENCHING AND CONDUITS ARE TO BE / PROPERTY CORNERS AND MONUMENTS. IF SUCH WHERE THE EXISTING GROUND SLOPE EXCEEDS 5 HORIZONTAL TO 1 VERTICAL BENCHING SHALL C� z INSTALLED PER UTILITY COMPANY REQUIREMENTS WITH PULL WIRE. VERIFY WITH UTILITY COMPANY POINTS ARE DISTURBED OR DESTROYED BY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL FOR SIZE AND TYPE OF CONDUIT PRIOR TO CONSTRUCTION. BE IN ACCORDANCE WITH PROJECT GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. MATERIAL IN 8. CONTRACTOR SHALL CONDUCT DEMOU110N ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM r NOTIFY THE PROJECT ENGINEER, AND IF REQUIRED BY ORS 209, THE CONTRACTOR SHALL PAY SOFT SPOTS WITHIN BUILDING, PAVED, OR SIDEWALK AREAS SHALL BE REMOVED TO THE DEPTH INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITES. _ FOR THEIR REPLACEMENT BY EMPLOYING A PROFESSIONAL LAND SURVEYOR TO RESET PROPERTY 36THE CONTRACTOR IS TO NOTIFY PRIVATE UTILITIES FOR RELOCATION OF POWER POLES, VAULTS, REQUIRED (AS DIRECTED BY THE PROJECT ENGINEER AND/OR THE PROJECTS GEOTECHNICAL STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL LTJ CORNERS AND OTHER SUCH MONUMENTS. . ETC. 3mmENGINEER) TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH SUITABLE BACKFILL AUTHORITY PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN I 8. PRIOR TO BEGINNING WORK, THE CONTRACTOR'SHALL PROVIDE THE FOLLOWING ITEMS' FILLS ARE TO BE CONSTRUCTED IN HORIZONTAL LIFTS NOT TO EXCEED 8 INCHES LOOSE OR ADJACENT TO THE RIGHT-OF-WAY. W A. LIST OF SUBCONTRACTORS 37. THE CONTRACTOR SHALL PERFORM ALL WORK AND INCIDENTAL WORK NECESSARY TO COMPLETE MEASURE B. PROJECT SCHEDULE THE PROJECT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. ANY INCIDENTAL WORK 9. CONTRACTOR SHALL CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND W `n O} spry CASTS SHALL BE INCLUDED IN THE COACT UNIT BID PIZOt 10. IF APPLICABLE, FOR STRUCTURAL FILLS, COMPACTION TESTS AND REPORTS SHALL BE DEBRIS CAUSED BY DEMOLITION OPERATIONS, AND RETURN ADJACENT AREAS TO CONDITIONS � � D. �QEGE CY CONTACT �� CONDUCTEb BY AN APPROVED TESTING LABORATORY' mt �E�I�ENCY �NALL 51 W tt EXISTING PRIOR TO ZHt StAP'� I THt Wk. D. EMERGENCY CONTACT NAME AND PHONE NUMBER 38. THE CONTRACTOR SHALL HAVE EACH MATERIAL SUPPLIER SUBMIT TO THE ENGINEER PROOF THAT PROJECT'S GEOTECHNICAL ENGINEER. TESTING SHALL COMMENCE WITH FILL ACTIVITIES AND AS A 9. PRIOR TO FINAL ACCEPTANCE AND PAYMENT, THE CONTRACTOR SHALL CLEAN THE WORK SITE ALL MATERIALS ARE TESTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. BY ACCEPTANCE MINIMUM, ONE TEST SHALL BE TAKEN FOR EVERY 500 CUBIC YARDS PLACED OR 2 VERTICAL 10.DEBRIS SHALL NOT BE BURIED OR STOCKPILED ON THE PROPERTY. ALL DEMOLITION DEBRIS AND AND ADJACENT AREAS OF ANY DEBRIS, DISCARDED ASPHALTIC CONCRETE MATERIA OR OTHER TO CONSTRUCT THE PROJECT, THE CONTRACTOR CERTIFIES THAT ALL MATERIALS DELIVERED TO FEET, WHICHEVER IS LESS. MATERIALS SHALL BE DISPOSED OF AT OFFSITE LOCATIONS IN ACCORDANCE WITH ALL MUNICIPAL, THE JOB SITE OR INCORPORATED INTO THE WORK MEETS OR EXCEEDS PROJECT SPECIFICATIONS. COUNTY, STATE, AND FEDERAL LAWS, CODES, AND REGULATIONS. THE CONTRACTOR SHALL <y ITEMS DEPOSITED BY THE CONTRACTOR'S PERSONNEL DURING THE PERFORMANCE OF THIS ANY MATERIALS NOT CONFORMING TO PROJECT SPECIFICATIONS SHALL BE REMOVED FROM THE 11. FINISHED GRADE CONTOURS SHOWN ARE APPROXIMATE FINAL GRADE ELEVA11ONS (E1'). PROJECT MAINTAIN RECORDS TO DEMONSTRATE PROPER DISPOSAL ACTIVITIES AND SHALL PROVIDE A COPY Ca CONTRACT. JOB SITE AT NO ADDITIONAL COST TO THE OWNER OR CITY. ENGINEER MAY ADJUST FINISHED GRADE AS REQUIRED DURING CONSTRUCTION. FINISHED GRADE TO THE OWNER OR OWNER'S REPRESENTATIVE UPON REQUEST. CONTRACTOR SHALL COORDINATE cn I- 10. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC. SHALL BE IN PLACE PRIOR TO INITIATION OF CONTOURS TYPICALLY REPRESENT TOP OF PAVEMENT IN PAVED AREAS, TOP OF CONCRETE IN AND PAY ALL COSTS INCLUDING DISPOSAL CHARGES. L� _ CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. A TRAFFIC CONTROL PLAN SIDEWALK'AREAS, AND FINISHED GRADE (TOP OF CUT SURFACE OR TOP OF STRUCTURAL FILL) coC� SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO ANY WORK WITHIN AN EXISTING IN ALL OTHER AREAS. 11. PAVEMENT SHALL BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, PUBLIC RIGHT-OF-WAY. SHALL EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. THE SAWCUT LINES SHOWN ON - 12. IF SPRINGS OR GROUNDWATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR THE DRAWINGS ARE SCHEMATIC AND NOT INTENDED TO SHOW THE EXACT ALIGNMENT OF SUCH T� 11. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE CITY FORTY-EIGHT (48) SHALL NOTIFY THE PROJECTS GEOTECHNICAL ENGINEER AND/OR PROJECT ENGINEER OF THE CUTS. HOURS PRIOR TO ANY STAGED INSPECTION. CONDITIONS FOUND AND COORDINATE THE ACTIVITIES IN A MANNER THAT WILL ALLOW TIME TO Q REVIEW THE SITUATION AND PREPARE A PIAN TO PROPERLY MITIGATE THE WATER 12 CONTRACTOR SHALL CONFORM TO APPLICABLE REGULATORY PROCEDURES IF HAZARDOUS OR 12, A COPY OF THE PERMIT WITH ALL ATTACHMENTS, A COPY OF THE APPROVED CONSTRUCTION ENCOUNTERED. CONTAMINATED MATERIALS ARE DISCOVERED. PLANS AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. ALL 13.CONTRACTOR IS RESPONSIBLE FOR JOB SAFETY AND SHALL PROVIDE, ERECT AND MAINTAIN F- WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS ROMSIONS, CITY-APPROVED 13. ALL STRUCTURAL FILL AREAS SHAG BE STRIPPED OF SOD AND OTHER NON-STRUCTURAL TEMPORARY BARRIERS, WARNING SIGNS, TRAFFIC CONES, AND PROTECTION AS NECESSARY DURING = CONSTRUCTION PLANS, APPROVED PLAN AMENDMENTS, AND THESE GENERAL CONDITIONS. MATERIAL (DEPTH TO BE DETERMINED BY PROJECT'S GEOTECHNICAL ENGINEER}. DEMOLITION ACTIVITIES. - CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE PROJECT ENGINEER AND 14. STRIPPING DEPTH FOR STRUCTURAL FILL AREAS SHALL BE AS REQUIRED BY THE PROJECTS CITY' IN ADVANCE OF WORK PERFORMANCE GEOTECHNICAL ENGINEER. STRIPPINGS SHAM BE HAULED OFF SITE TO AN APPROVED LOCATION, 14.CONTRACTOR SHALL REMOVE ALL EXISTING STRUCTURES � FACILITIES IMPROVEMENTS ETC. AS 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE UNLESS OTHERWISE APPROVED BY THE PROJECT ENGINEER, PROJECTS GEOTECHNICAL ENGINEER, SHOWN, UNLESS OTHERWISE DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. CONTRACTOR. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN AND LEGEND AND OWNER. 15.CONTRACTOR SHALL DISCONNECT, ABANDON, PLUG, OR REMOVE ALL POWER, TELEPHONE, TV, AND W SANITARY CONDITION, FREE FROM OBSTRUCTIONS, HAZARDS, DEBRIS, AND TRASH AT ALL TIMES. 15. THESE PIANS AND SPECIFICATIONS ASSUME 'DRY WEATHER" CONSTRUCTION. ADDITIONAL GAS UTILITIES SERVING THE EXISTING STRUCTURES. CONTRACTOR SHALL CONTACT LOCAL A COPY OF THE CONTRACTOR CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK ll SANG '� t` ' FRANCHISE UTILITY COMPANIES IN ADVANCE OF PROJECT DEMOLITION TO COORDINATE SERVICE �wI AREA. - . MEASURES MAY BE REQUIRED FOR 'WET WEATHER" CONSTRUCTION. DISCONNECTS AND OBTAIN PERMITS. w 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIAL OR EQUIPMENT OF ANY KIND DECIDUOUS TREE 0 0 STORM SEWER CLEAN OUT Q ' 16. ALL GRADING SHALL BE IN CONFORMANCE WITH THE MOST RECENT EDITION OF THE 16.CONTRACTOR SHALL COORDINATE WITH GOVERNING JURISDICTION FOR DISCONNECTION OF EXISTING UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR STORM SEWER CATCH BASIN Q ■ INTERNATIONAL BUILDING CODE (IBC). STORM DRAIN, SANITARY SEWER, FIRE, DOMESTIC WATER, AND IRRIGATION LINES CURRENTLY IMMEDIATE SUSPENSION OF THE PERMIT. THE CITY, PROJECT ENGINEER, AND/OR OWNER MAY AT CONIFEROUS TREE � STORM SEWER MANHOLE @ SERVING THE SITE IF REQUIRED. DEMOLISH, ABANDON, PLUG OR REMOVE ALL UTILITIES IF ANY 11ME ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. FIRE HYDRANT A ,�, GAS METER 93 p 17. ALL STRUCTURAL FILL SHALL MEET THE REQUIREMENTS OF THE PROJECT'S GEOTECHNICAL INDICATED ON THE DRAWINGS. z ENGINEER AND/OR PROJECT ENGINEER. THE MINIMUM COMPAC11ON (ONSITE) SHALL BE 95% PER 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND WATER BLOWOFF 1 GAS VALVE m IJN AASHTO T-180 (ASTM D1557). 17.CONTRACTOR SHALL BACKFILL ALL EXCAVA11ON RESULTING FROM, OR INCIDENTAL TO, DEMOLITION MAINTAINED THROUGHOUT CONSTRUCTION. WATER METER GUY WIRE ANCHOR � ACTIVITIES. BACKFILL SHALL BE ACCOMPLISHED WITH APPROVED MATERIALS AND SHALL BE o � -- E- 16. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE SITEWATIR VALVE D4 N POWER POLE - ,- ♦ 18. ANY EXCESS TRENCH SPOILS SHALL BE HAULED OFF SITE TO AN APPROVED LOCATION. PLACED AS COMPACTED ENGINEERED FILL AS REQUIRED TO SUPPORT NEW IMPROVEMENTS. cn D SO THAT ADJACENT PRIVATE PROPERTY PUBLIC PROPERTY AND THE ALTERNATIVELY, TRENCH SPOILS MAY BE U1ILIZED ON SITE AS FILL IF APPROVED BY THE BACKFILLING SHALL OCCUR IMMEDIATELY AFTER DEMOU11ON ACTIVITIES UNLESS OTHERWISE AND SHALL BE ROUTE " ® ® P PROJECT ENGINEER PROJECTS GEOTECHNICAL ENGINEER, AND OWNER. DIRECTED BY THE OWNER'S REPRESENTATIVE. ui RECEIVING SYSTEM ARE NOT ADVERSELY IMPACTED. THE PROJECT ENGINEER MAY AT ANY TIME DOUBLE CHECK VALVE POWER VAULT ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE AIR RELEASE VALVE POWER JUNCTION BOX 19. SEE DEQ NPDES 1200-CN PLAN (SHEETS C050-0053) FOR EROSION CONTROL NOTES AND 18.DEMOLITION AREAS SHALL BE GRADED TO MATCH ADJACENT TERRAIN TO FORM A SMOOTH, CLEAN - CONTROL SANITARY SEWER CLEAN OUT 0 • POWER PEDESTAL c ■ DETAILS (FREE OF DEBRIS), FREE DRAINING SURFACE, UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR 0 APPROVED BY THE OWNER'S REPRESENTATIVE. _ 17. NO TRENCH, ON-SITE OR OFF-SITE, SHALL BE LEFT AT ANY 11ME IN AN UNSAFE CONDITION. SANITARY SEWER MANHOLE Q COMMUNICATIONS VAULT cf] ED 20. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PROJECT THE CONTRACTOR IS RESPONSIBLE AND LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. SIGN COMMUNICATIONS JUNCTION BOX GEOTECHNICAL ENGINEER AS OUTLINED IN THE REPORT PREPARED BY GEOPACIFIC ENGINEERING 19.CONTRACTOR SHALL COORDINATE WITH U11UTY COMPANIES AND OWNER'S REPRESENTATIVE FOR � T �� 1 STREET LIGHT 4x * COMMUNICATIONS RISER * INC. DATED JULY 3, 2001, OCTOBER 2, 2013 AND ADDENDUM& RELOCATION OF EXISTING SIGNS, ETC., IF SHOWN ON THE DRAWINGS. CONTRACTOR SHALL 18. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES PROVIDE ALL MATERIALS AND PAY ALL COSTS FOR EXCAVATION, BACKFILL, CONDUIT, WIRING, � BASES, AND APPURTENANCES REQUIRED TO COMPLETE THE WORK. (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE PROJECT ENGINEER'S OPINION, TO MAILBOX a OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE CONTRACTOR'S 20.ALL EXISTING WELLS, SEPTIC SYSTEMS, OR DRAINFlELDS SHALL BE DECOMMISSIONED PER EXPENSE PROP= APPLICABLE CITY, COUNTY STATE, AND FEDERAL REQUIREMENTS. ui RIGHT-OF-WAY UNE - - - - - -- - _ 19. THE PROJECT ENGINEER MAY, AT THEIR DISCRETION, REQUIRE THE PROVISION OF TESTS AND/OR BOUNDARY LINE REPORTS FROM THE CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE CONTRACTOR'S PROPERTY LINE EXPENSE. CENTERLINE - - - - -- 20. THE PROJECT ENGINEER RESERVES THE RIGHT TO ADJUST GRADES OR ALIGNMENT TO ACCOMMODATE OTHER UTILITIES AS REQUIRED, SUCH ADJUSTMENTS OR REVISIONS SHALL BE DITCH - - - > --- - -- -- > - DIESMED BY: AHH MTS REVIEWED BY THE CITY AND APPROVED PRIOR TO COMMENCEMENT OF WORK. CURB D>zAwN BY- DS MTS 21. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ARE APPROXIMATE. THESE PLANS ARE NOT EDGE OF PAVEMENT ---------------------------- CHECKED BY: AHH MEANT TO SERVE PROPERTY BOUNDARY SURVEY PURPOSES. EASEMENT ---------------------------- ---------------------------- SCALEAS NOTED 22. ALL LENGTHS ARE HORIZONTAL DISTANCES AND SHALL BE CONSIDERED APPROXIMATE. PIPE DATE LENGTHS ARE FROM CENTER OF STRUCTURE (E.G. MANHOLE) TO CENTER OF STRUCTURE (E.G. FENCE UNE z MANHOLE). SEWER (SANITARY AND STORM) LINES SHALL BE LAID IN A STRAIGHT ALIGNMENT GRAVEL EDGE . .......•.••.••.....••...•.•.......•..•.. . �5� G 1 AND A UNIFORM GRADE BETWEEN MANHOLES AND CLEANOUTS. SEWER LINES SHALL BE Cti INSTALLED SO THAT THE PIPE BELL IS POSITIONED AT THE UPSTREAM END OF THE SEWER UNE POWER LINE - - - - PIT?- --- -- - PAIR- PMR2 PwR 6 - (PIPE SEGMENT) AND THE PIPE SPIGOT IS POSITIONED AT THE DOWNSTREAM END OF THE SEWER LINE. OVERHEAD WIRE - - - -mow- - -- --mow- oNw oxw 01= 23. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE STARTING COMMUNICATIONS LINE - - - -Com- --- - -CCU- com com -�q ' Rr is CONSTRUCTION. a FIBER OPTIC UNE - - - -C`=--- - ---C-3- -CF0- - --- --cfo- RENEWAL DATE: 6/30/15 0 24. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING UTILITIES IN SERVICE AND GAS LINE - - - -GAS- - --- -GAS- GAS GAS-CAS REVISIONS 5 PROTECT THEA DURING CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE G, ANY DAMAGED UTILITIES USING MATERIALS AND METHODS APPROVED BY THE UTILITY OWNER. NO STORM SEWER LINE - - - -STm_ -- - -mu- STM sTM SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN AGREEMENT WITH THE o UTILITY PROVIDER. SANITARY SEWER UNE - - - -SAN- - - --SAN- SAN 5+"+ WATER LINE JOB NUMBER 25. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, STUMPS, BRUSH, ROOTS, TOPSOIL, -WAT- - - -wAT- wAT WAT - AND OTHER MATERIAL WHERE INDICATED ON THE PLANS. MATERIAL SHALL BE DISPOSED OF IN - - - 3282 SUCH A MANNER AS TO MEET ALL APPLICABLE REGULATIONS. z SHEET o cool 0 W z W W V W \ I N = ! 1 , ` � ( • M I TAX LOT 2500 a 1 TAXMAP 1S 1 36DA \ TAX LOT 2600 I - r U z a I TAX LOT 6502 - TAXMAP 1S 1 36DA EX STM MN i U 1 � / ! Za RIM: 269.69 /� ' 1 � J TAXMAP 1S 1 36AD EX SAN MH \ // �"' � E z '2s RIM: 273.63 EX SAN MH EX STM MH � / + i o M ' J I \\ I EX STM MH \ `' RIM: 270.44 - / � !' Z ��' EX STM MH RIM: 282.00 \ EX STM MH " \` EX STM MH RIM: 27Q.94 /% a 6 ti n (n (g I RIM: 292.66 _ is I 0 a rn m ca E 1 _ - _ _ - --�- - - \ RIM: 271.08 \ RIM: 270.61 ��` I'? �< I % ' � o �°2° 3' E } I _ �-- _ _ __ - \ - - -/ w"i / �� s I j !r EX SAN MH z " 0 0 o rn W ¢ EX STM MH �-� Yom- wwrr- ! -ivA , 1 -- \ _ ,,. - - ----- - - /,l/ ,fir' l 1 RIM: 277.37 z o o o �' Z RIM: 296.48 --- 1 i T- I-- WAT - `'- WAT- \Ii ` ,� -- - "S / wlb 4' p `�J "' p ¢ o �- war \ i / r / cn �� z 3 Z O 1 I "- ti� VIAS i I OO �`_ ; -'_'1 `WAT �_ y� -i- -WAT -WAT._...._ _. - _�WAT- - -WAT- i/ WAT N / / I� // Y = 2 3 Z ! '', 4 r--- - �' - ; _ ! _ l _ - I > - \\ T \2�Q � I !N01'39'10"E 29.20'�EX STM MH I 1 \s� I i'�" 1 I Lr, r �� 1, 1 -sAr+ - -� �'� - /� "'s /� _� RIM: 275.84 z / 1 i go i ,r 8 PAR, KWAAV / �SAN,' - -SAN- - -�,- _ _ / ,; -- �-- � . \' \'Q i ; N / / ii 1r �- l San-r- -SAN / ; / , , 1 j -:STS syu - -sin + r / - / - / \ r J / ' / \ I 5 1 l ! i I ++ -!�- , ; i -�-- =ST►1- r_ STM-- STk- - '' / ' �' - . \ t _ . � - a \,��1' , - _ 2 -� / \ 1 ' p Q { / \ / I/ 'i I v 8'38"E 34!.20' \ _ ----� Ci �� i. �� // ' Q � / � ; \ _ s 01.3 / \ . ` , '� / //// �' C,�/ .` \ l ;\ j.' i�•' 1/' �� '+' ice- ��- ---' -', c _` .. .. _. _,_,--.'r- ' r '�_\� .. _�.,�.. . __ �//� ". -� O (� / // C / / V// ' .�` --�;-._'\ .- ,.-. �i�I �1 - _.- /_.--.- ....._ �/ // ••�---.., _� -`'\_. ^-.-\ �.._ L 70 -- ----1 _----____ -... -%�.-- -• ..�- �LBPE E51= NT' O ✓� \ 1 ,, \ // �"/j//// I \, ,` \ •4.• `'' _ / �7 ---�_��_`- _ __,« - `�/ �- �- -...-_ T �� ''�..`1^�.i /".,'\ �,,,�. - �� C/') % y �'� 0 ;� I SLOPE EMEN } �!Cr \ ,/�/,//- -t -� ,� �\ --- ---- --__- --.._ / -� �., '_'\�-- - _ 0 73 � 4 f� � % \ 1 / /� / i / :%I '\ _ - ' �- fes- �� .--�---- \ o /y p / r % % /� /�! -- -!-- :' fid'' 1- �. 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TAX LOT 2300 0 I ! i >� \ \ MAP iS 1 36DA I : , rn I 30006 ! \! \� �: ` L R / /30009 9\ T I I f \ \ \ .\ I \\ t, � � � I , O .. 1 I I I } \ / / i 1 ` \ / ;I , L '1 1 i I ,, �` � I \. I _ , I \'i I I I I N \ I c� \ 1 l l:. ` i k \\ \ I 0 \ / 0 i \ I 30 1 5 I \ \ , a \ N N i i i / I1' ' ' V } } ` L fi �: . , \ T f AX L T 5 � 0 02 I r 1 I ;. i� ; / ( rn LL. I i \ , I , \ ,:'':: 3 1 TA MAP,1S 1 36AD' i 0 \ I I a 1 \ , vi t t �\ O \ f I \ \ I r r r., I �': is i I 1 i , l I I . '� l i h , u .� \ \`_- ,' i , `K�ti, , , l \ } \ : \ ` T X OT 240 I . yy I , 1 8 }NGRESS AND EGRESS �ASEM NT , q I �. l I. . .. I - / i. `1 1 \ \ r . , t : 1 N o , II! 1 I :PER DEED B K 32 PAG' 91 }. TMAI i S+ 16DA! !, . 'L � 1. , I `1 I I , !! 1 I.:: �! , . f } `. I f i � 1 .4 AC: j . I , i j I .- ADJUSTED J I ,:.. ``, :: k 1:: .d T� I 3001 } 1 I r. . L ,. '.' i:'':; \ \ EXISTING TREE AREA i I cv , \ �, VEGETATED CORRIDOR / ' :. 3 ! I \l s::: \ \ �__ = (TREES NOT SURVEYED h ,,, 1 ;n : a I, .I ' IP \ 1 ` \ 3017 I I I ' ti ,. I 1 ;_; , I. \ \300�8 , , I } 1\ II. , ` L,., I BOUNDARY PER CWS r ` ' �. _. ::; , \ _ . \ _ ''. , \ THIS AREA) i ;�.. 3 ra o0 1 ! 111 � \ .' ;, I 300 5 , I SPL NO. 13 000078 I ! ,:.... z ! # Ii I 11257 �. . \ I 1 r I ' \ \ I \ !`}f \ r- I ; i tf 1 1 i i 1 i , S , /` I' 1 \ i ,� .. 00 <`l O 1 1: i 300..14 1 a ` I \ =1 I I. N �. , } r '\ r� O� C!1 \ g \ 1 '.::\ : : : , lr \\ I. t C o A '--'• 1124 ,. � t / ,,` '•••. , 1 .' /- � ,I 1 ' . l , 30013 O, o o `1 \- •• `a } I _. ,\ .3, `� i ra 11 44 ; / / I / / _ I , I \ 12440 ti \�,' I ( I V J t a' \. - � \\ \- 1 ,.. f 1 . rr _ - \ \12447 i ry. F i _ 1 I - f `\I 1 .' . . I i �� } t � \ �\ .� I \- CV + .�\ •\... °\ N i k �. .r i� -- \ \ 1 \. . , \ ,. k o; , 1 \ -- } ; `.: ! is '1 i \ t , �,i ';N. l 1 1 µ.r, i i` ., ,' ,\. \ ..� / qY : ,,•y '�, .\\ i\ 16. ! I \ t 5 INGRESS ND EGRESS r \ `\ I i I li \ \ I 4 . , ;, � I , , V 1 `\r � "\ 1 , \ ..� \ \ \ N \ \ \ 1 / \ ,:' \ i 1 `FASEMEN ER DEED BOOK I / �\ I 1 ` G 1 ' ' n \ \ ! `h \ ; \. .'1 .: ! t .\ 246 PAGE 469 AS SHOWN \ ; , \ ' i I i ;. '97i / r ( \ �I t}4 ` `� I ;Lil tl 12462 / , \ }: .� �, J \. O \, 1 7 \ J r^ \. ,o 1 ON PLAT OF "WAY'LEE 10 �; , , I � #" t , \ P + 1 �_ ,. 0 1 �I' i 3003 4 I o / \. I 1 i � I Li l '� i i o , : :1 ,\ \ t /� \ f: •. 4\, 1. I M i' LZ �' z GJ / l \ L \.\ ., ! I '\ 30050 __ I r� /• 1 I C9 % 10 . I ( , , l O ;, ( ` o `o __: J I i ¢ \ \ D r7 y /. 1 i O \ __ 30048 1 1 LyJ / I t7 ,: , \ ) �f •'� I• i i . t•7 , \ \ ��i '-Y.. l , !tom I I CID I O` O /_ 1 r 1' _ to i d I /'`� G' va t ,'i- 30Q51� , / 1 I' LJ In O \ R / / f- } t ;,. 1 \ . 'i, ,'7 i1 , I `� a N ! 12459 / 4 r' I I_ 4 z 300 6 0 30 49 z I 12464 \:` i _. 3002 �'i 1 11042 ; �, 1 I 1 5 , ,' 1043\ , , ;\ \` =! \ , /� y:: �; is 1 I . } 0 1i \I 1 i 1 t 30044 ` \ c� \ , �� I , ti r -- _% I I I I , o a i1 I \ L, i i \• 30026 " i ✓ '`\ \ � .\ ✓/ :� / _ ! ----------------- - --- -�- _ 1 N L�iJ m i „ /- 30047 o am \ \ ` s^^\.; \ V�` / J ! /` I L� ! .r-..�` `f'- --`--^•=\-- --';---r-- I` I / \ \\ ' CO / %i, 1 47 \ \ � ''',\ \\ � �\ \\ '•✓ / \\ \ �•' -�1 \ i r• i i I ,.\ . f ! '} l `30021` 12466r 30064 __ �� m o, ,� 052 \ .�\ -\\ g/ r / r/. ,�\ \ a -� ' 1 5$✓ /.i; \� o o\ \ Qo'\, >3005 3 /i\ ;:; 4'� �� \� \ / r 1 `\ \ _ { I ! `�- 17 // /� \ \\� t� \, �00 11�4� g - '11fl4A ;' , �\� ... ` ��, / i ` / '` �� -�' 124 7 O �- ' / 1247,3 \�:-` N 1102 'r'"'\ \" > 005 "'/jam` i __; r r L \��\\\ �.�s- 'k / ` �� . /; .ti' Z 1 // F - �' �- \� f 12460 ` o o 1032 11033 -_r/!'= �� . \ •�:. - /� '' �- \ 1 460 12471 � O� �-•� l ` r �O��i - \��\ " �' , ; �, _ \ r _ 101 1 X474 j _ i` j110 7 � O`3 \ t _-- -\�\., \\\ - �', / / / `''/ 2tt5 rI ' 1 -' n /---=- - = W ,; ' 1182 + -I EP \ `�y,102�4: yyp r'- =_� - -� - --__ s ��_` -- \ \\� ;\\\�\Q 'y' / / ` � ;; �w - i EP ` ! I l 1 ' .� /`'-�`- --` -` -_"_=_~_��_-� '---N01'24'11" _ '' / ��___ , ,� C; �I -� ; ` i \ \ \ \ '34038 -� �� - _ _---E 6 29.30 %/� �---27p\� \� \ �� ' a ' "�- ROCK RETAINING =-- \ �_ `' - ,�� = ,- " , '\I'\• .\� s, / / 1� WALL I I k \> �y \ \ -_�� =R��=�-`� \. ,` \\�� / i f��I i V r I 1 1 , _ � � - --�`� ._`--�.- �\ ��\ ��'\ EX SAN MH r' / I j \\ f I ,3 \ \ \ \ \` \ \ \ `\ - -, �� ` \=� \\ - - \� RIM: 248.20 \ I z TAX LOT 600 i '\ \ \ / TAXMAP 1S 1 36DA i` ! I \ \ i \ ` \\ I /' / i1 / 3 1 1 \ ,; ' I I `' 1f, `' \ .. TAX LOT 600 f \ 1 / TAXMAP iS 1 36DA I 1 ` \ ' i I , exp . TREE INVENTORY '' - l ; W TaW]= 1 ?ireteumAer 7rceS cies• (Ia>rlirs) I 110I9 Cottonwood 9 NOTES: 11248Gestem Redcedar 7 12463 Cottgnw4oc} 1'9' 30012 Cottonwood S 30039 Cottonwood 6 11020 Cottonwood. I1 11249 Western.Redeedar 25 12466 Cottonwood . 15 30013 Cottonwood 6 30040 Cottonwood 7 1. UTILITIES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE DESIGNED BY: AHH MTS 1bz1 Cottonwoodo: llzso v�; tern Redcedar 3g 12467 Cottonwood 17 30014 $lack Locust $ 30041 cottonwood s MARKINGS AS PROVIDED BY OTHERS. THE SURVEYOR MAKES NO DRAwN BY: DS MT5 1102? I Cottonwood 9 11257 walnut 22 12468 Goudawood 15 30015 BkckLocust 6 30042 Cottonwood 9 CURVE TABLE GUARANTEE THAT THE UNDERGROUND LOCATES REPRESENT THE 11023 Cottonwood 16 1.258 Wabut 18 12A69 Cottonwood Ii 30016 Black Locust 6 30043 Cottonwood 8 I ONLY UTILITIES IN THE AREA. CONTRACTORS ARE RESPONSIBLE FOR CHECKED BY: AHH 11024 Cottonwood 13 11259 B�3er C berry 12 12471 Cottonwood 8 30017 Black Locust 7 30044 Cottonwood 6 CURVE RADIUS DELTA LENGTH CHORD VERIFYING ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION, sea�E: AS NOTED 11035 Cottcffiwood 14 11584 Westenn:Redeedar. 17 12472 Cadtnnwood 13 30018 Black Locust 30045 ; Cottocn�ood 7 C1 220.00' : 28'34'33. 109.72' N12'38'39°W 108.59' DATE: /�/rf�/3 11026 Cottonwood 13 11582 Sitka.S ee 2t3 1243 F�glshlHawtliorn ? 30019 Back Locust ? 30046 Cottonwood 10 '____..".."- ` "" ___ _._____- 2. FIELD WORK WAS CONDUCTED OCTOBER 2000 FEBRUARY & APRIL - -` NNW STER .. 1.1027 Cottonwood. 8" 11583 Sweetgum 18 12474 Cottonwood 13 30020 Cottonwood 7 30047 Cottonwood 6 C2 400 00' 25.51'00" 180.47' S11'16'S2"E 17$.94' REGISTERED 11028 Cottonwood 22 12447 Westem-Redcedar 35 12486 1CalffmraBlackOak 20: 300-71 B- leaf_ 7 30048 Cottonwood 7 2006, OCTOBER 2010, SEPTEMBER & OCTOBER 2012, AND APRIL PROFESS O L 11029 Cotbanwood 22 12448 Westein:Redeedar 36 124'87 Deodarcedar 37 30022 Cottonwood 11 30049 Cottonwood 9' 2013• LAN YOR . 11030 . Cottonwood. 14• 12449 Pacit�Madrone 1? 12888 Western R;e&edar 41. 3002.3 Blackl.acust 7 30050 Cottonwood 6 SCALE 1" = 30 FEET i 11031 Cottonwood 9 12450 W. ee&gBirch 18 12489 Wf--A=Redeedar 13 30024 Cottonwood 7 30051 Cottonwood 1D 3. VERTICAL DATUM: ELEVATIONS ARE BASED ON WASHINGTON COUNTY . 11032 Cottonwood x 12451 W g Birch 21. 1+2490 western Redcedar 23 30025 Cottonwood 8 30052 cottonwood 9 GEODETIC CONTROL POINT N0. GC 22-028, BEING A 2-1 f 2 INCH _ BRASS DISK AT THE INTERSECTION OF SW 72ND AVENUE AND o o CQ cc OREGON.. 11033 Cottonwood 22 12452 Red le 20 12491 Westem;Redcedar 35 30026 English Hawthorn 6 30053 Cottonwood 7 M - - W � JULY 15, 2003 HIGHWAY 99W - ON THE EAST SIDE OF THE ENTRANCE TO FRED ALEXANDER H. HURLEY 0 11035 En 'hHawthcm 12 12;453 8weetgum- 21 300€0 Black Locust 8 30027 Cottonwood 8 30054 Cottonwood 8 MEYER. ELEVATION = 275.00 (NGVD29) 56539LS v 11036 Cot#a�twood 24 124'54 western`Redcedar 24 30001 Cottonwood 8 30028 Cottonwood 8: 30055 1 Cottonwood 8 . 0 11037 Cottolnwood. 19 12455 Western Redcedar 23 30002 Cottonwood 9 30029 Cottonwood. 9 30056 Cottonwood 9 RENEWS: 8�30�15 5 11:040 Cottonwood 11 12456 W:esternRedcedar. 28 30003 Black:I.ocust 8 30030 I waft 7 30D57 Cottonwood ? 4. THIS MAP DOES NOT CONSTITUTE A PROPERTY BOUNDARY SURVEY. REVISIONS 1104:1 Cottonwood PO 12457 Cottonwood 16 30004 Black.Locust 6 30031 Cottonwood 6 30058 Cottonwood 7 A 11042 Cottonwood 11 12458 Cottonwood 25 30005 BlackLo¢ust 8 30032 Cottonwood 10 30059 Cottonwood :6. 5. SURVEY IS ONLY VALID WITH SURVEYOR'S STAMP AND SIGNATURE. 0 o II043 I Cotten*nod 9 IZ459 Cottonwood: 71 30006 Cottauwood' 3003.3 Cottonwood 8 30060 V4�atr[at !0 6. BUILDING FOOTPRINTS ARE MEASURED TO SIDING UNLESS NOTED U 112.43 Westem Redcedar 33 12460 Cottonwood 23 3'WD7 Cottonwood 8 30034 Cottonwood 8 30061 I Cottonwood 18 I OTHERWISE. CONTACT SURVEYOR WITH QUESTIONS REGARDING N 11� DeodarCedar 30 1:461 Colttonwood 29 30008 C�onw,00d' b 30035 Cottonwood: s 3�'- Cottonwood 7 JOB NUMBER 30063 Cottonwood 8' BUILDING TIES. Il'Z45 tiVestemRedcedar 30 12462 Cottonwood 9 30009 I Cottonwood 7 30036 Cottonwood, 12 ��C)2 112 6 WesternRedcedar 19: 12463 £ottonwood. 11 30010 i Cottonwood 6 30037 T Cottonwood 9 30064 stack T oetlst 11 7. CONTOUR INTERVAL IS 1 FOOT. 1IN7 Westem Redcedar 25 12464 Gk osteon Red6edar 9 30011 Cottonwoodd 7 30038 Cottonalrood 15 SHEET Q 8. ONLY TREES HAVING A DIAMETER OF 6- AND GREATER, MEASURED = AT BREAST HEIGHT, WERE SURVEYED APRIL 9, 2013. C00 t'3 W Z W U W N = Lu z IL U Q Z U Z ....a r .Y:f,::::::::aatttnn„Sn=,ils•ts:sss:::ne,ttl,n,:::::tiara„:::•• . ....£•e$£!'P??Pa'�'?'a?"m"•'•auf- .. .......... ::.::: s : ss:e•sn serer .tunman�.araauuuu:uu:uu::::::a:u : :.::.::..:..... E 01 ::. - -� a N �x� x- :; - STANDARD EROSION AND SEDIMENT BMP MATRIX FOR CONSTRUCTION PHASES J ._. .. .. <.. .a......._'y'k ..............tsl SLS f€i� .$:C._.. :................ f... ..... .. 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FAILURE T IMPLEMENT ANY OF THE CONTROL MEASURES OR WET WEATHER Z . ..... .. . . .... . . . ... .....L............... ... .._...... . .................. .... . ........ .. ...._.. ....... ..... ................. ..........._..... .....................x............_....._......._._......._. ... ALL PERMIT REGISTRANTS MUST IMPLEM N A LURE 0 I LEM E -. .:_ :::.L.:.-:..::::::.:::::r::::::::_: .::-:::.......... ::::::::.::.. ,�.._........... MASS UTILITY SITE FINAL .: _ ... ................. .... ......;.....; :.: --,., rf... .. -a a^• -f=.::: _:_ z f1) rn o - N £...... _.......__......._.... .. »...... ... .... .._ _ .......£ .. L._ ................^............. CLEARING oc _ .. .. _.......... ... a t..,. ,•. ..L..,...... ..... _. PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. _ aoq� :. ................... ... .. ... _...... _........_.... .... 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E SI N P EVE IO w 3 :... . f f�........ !._:..^ ^.:::::: D FEDERAL EROSION AND SEDIMENT NT CONTR L REGULATIONS. r� OC :::-:?r..f:aL�s::•f:::.:.: :::.•?:::::: ... ...........rr:::.i.r..�..�: ...::: ..::`-`€:f££:»£ •Ja.•.a: =: ...................'' '.. f:'f".. ..., AN N D E O ::,:::::: ... ... ::.:. :::.:.:. a::.:.:........... ........... - ..................._......._..............._... torn Z O a......=.f....£ .....==.t ..... -. .............. L ..........i.... ..... . .... .._._... 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC X Y r = ..-':: ..::. ...:-::..::.. PRESERVE NATURAL VEGETATION X X X X X _i........i.._ .. ._... _..^........................._....._. ? 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CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT. ......... _. .. .. ................._ .... .........fu.£ :Ls.ff f.............: ...a..i_z'.t......... ... ._.....:.i...i....r.................. ._......... ........._... ..........s.......... ._ _.... ........._._... ......... ..... .......... .........._.................................. ......... ...... .... ....i....l.i.ift.i............}.........................t.................. ....i..........-.-...--...................-........-.......................................C. X X X .......... ... .. ...... ........ .................. ...... ...... ......... ....... ...................... ..................-.........-.-..............................._........,..,_ X X . .....it_........ ... ............f_.................. ...-.-......... . _........ ... ... -... ._.._....t.. »................-..-...._.......... GROUND COVER X f.,....f..i. ........... ...............__...,..._... ................ ... ..... .... _... _........................_.___.......... .....L... 4. AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM L............_.....»_......_..._....»».»_.... ._..............._.......... __. ra ......._..................._......._.............._...._. PHASE CLEARING ._: . :..... .... ...:.. .. .. . ....... ....:,. .€.i. ............. ......».........»........ ............. _._... _. _ , ...._.t..i..............._.... _.._.._._......_^_....»..._ WAY W. LEE GENERAL CONTRACTOR INC { at_i......... .. »....... ,.,.,.i.i,.yila,fiittl... .i. . _..... ..f.. ::.. ...... ° - ::: BECOMING A SOURCE OF EROSION. _._._._.. £ ,.. ... , :_. :::: HYDRAULIC APPLICATIONS _...:. ... . . :.:: 6TH AVE :.._:::. _.. . . .....:.... ...._.._._._ _......._.£.,....,..i.. . _._ ..._............... _...._. . 5210 SE 2 _._.., _....__. .^_,.._._.....:................ a. .... ._. ............ _... .. ...... . ._ ..._. 5. IDENTIFY MARK AND PROTECT BY FENCING OFF OR OTHER MEANS CRITICAL RIPARIAN AREAS AND VEGETATION :... _..:. -. :.........:... ...._.._.. ... .. ..................................................Z_......................... . . .._...... .._. ...::-..:...- .: : .. r .r..i... ........ .. ...._ ....... .. .... ...._.. .... ................................... . .... _.». ... .. .. t . . .. ......«..^._....a...._. i.. _i.:.: : ;i. :.:. :...:. ... PLASTIC SHEETING O �. :.: :_:::::........ ......: .... :.:::. _ -... ._:._..: .:..:,rat-n::::::_ . ....... . ----- . _. .._ .................. N TREES A A IA R NG S AND VEGETATI N AREAS 0 BE RESER EN Y ::::. :-: . .:: :. : :. . 02 INCLUDING IMPORTA T ND SSOC TED OOTI ZONE , 0 T P VED !D 11F r : . L. ..:.:.:L:. .:.:..i:. ::.:.::.. ... :::.. :ra£a : ::... ... PORTLAND, OR 972 ..... ::r.. .. .: ........ f ?f?f :. .:_. _.. ... . r :. :. ...........:: .. .. .. .......... .a..»sem.-......... ..:.;.. ' -...: ...._: .:...:i:: :.;:, L VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE MATTING X X �� _a , PRESERVED ESPECIALLY IN PERIMETER AREAS. .. . . X X X X X uj ::: :: ..•., .. . ... :::. : ._ ra . . . :: :. ,:: DUST CONTROL X _.:T: .. . - - O :•_ : � :: .. if :.€.. . .. .. .. 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE VEGETATE OPEN AREAS. RE VEGETATE OPEN AREAS WHEN cn _... ..._ ..._.._ .. ..._. .. .. ... ._:..... ... ...._. PLANNING/CIVIL ENGINEERING/ _... .._.__..... ............ ..................... _....._... . .. ».._..._.:,.._...._. .: _..._..._. _............._.........:................. .._......i........._..........._.........._............._...._...�.... ..-_...... »........ .., a.. _... _._- PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. fi. __.. x.,... ....._ _t...._...._.... . .. _ TEMPORARY PERMANENT o ... _. .: .__.. ........... ..._.. .....�s.. .........._.................._._ ._ _._......_.._............... ...r a- :...:.-... .. ....... X f _ __......_.» .^_... » X o _.,.Y... _._.... _._............_ » __....__.._........._........_ ...... _... .... to - `' 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE SEEDING £� . . ... . . ra. :.._.:.. SU RVEYING FIRM - :: . .: ....... ......... s ... ...:. O faJ �_ .... ......._ :: : ::.: __ __. .._...._.. �.....:..... ..... ... _.. t .._^...... y ............ G DISTURBED ANN LAC AN B MAINTAINED, L __.......... _....., VEGETATION ON IS I TURBE AND MUST REMAIN I PLACE D E M IN AlNEO REPAIRED AND PROMPTLY IMPLEMENTED L : .:a.. . .. _ _.. E Tl S f _.. __ .... ......... .... FFR 0 X X X X X X -:..�I� BU E Z NE .. ........� :::.'....... ..:: ... -......... s.. ::;':.r.. ..:.:. .. .. :... ::.: ._....:. ?3C:�£EEi.' .o,.»r.,�s .:::.:..:....::::.:.i °:C ...:":i :. ............ .......... . . . ... . .. ...... .........i.....i...... ,.... _... .... ..::_._.._......_.. ......._._._ ..» . . .. .......... .._.... . . ... .. ....,... KS FOLLOWING- PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION INCLUDING PROTECTION FOR ACTIVE STORM :.::....: _ A ENGINEERING & FORESTRY, LLC. , .................... ..__....:... .-... _ ..S..i...I... .. .. ........ i _........ .... . L........ _... ... 1 DRAT N C N ITE ON- TORMWA R P U N N L a N INLETS A D ATCH BAST S AND APPROPR A TE OLL T10 CO TRO S. .. ..:- ... - N S OTHER. :..._ ... . �....__ ,,..........».i:.. � . ... . . ...... .. .. .. . .. . _._...... _...... .... . ... __ CONTACT. ALEX HURLEY ........ RK. _.._.._... _...._.............. _....._...... ............................ . . . . ..... ..... »......... ........................._......._...... ._._.. ..........._. -: .: :..• 8 ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WO .................._ .__...._................... ................._......................._........^...... ................._.................:.. .�.. .. ..................... . ......... ....... ............. ................ .. .n...L...._......... __ ,:_ .... ...... .. ....... ..__............._. ... ..............._......._.... ....__................ _........__... .............._.. .. .. __.. _....L_...._. ...... _...... ... .. ..._. o _ _.... .............._..._. _... ..._................................ .... . ,.......__... ...._... . . . . ........._ . SEDIMENT CONTROL _............ .... *. n- •-••:- .-:.:;.::. 13910 SW GALBREATH DRIVE SUITE 100 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS C�1 __... ... ::.. . ROADWAYSNCL TNGROADWAYS. ::::::: GRADING PROGRESSES AND FOR ALL INCLUDING GRAVEL o SEDIMENT FENCE PERIMETER X X X X X X r: :-: :: :: . . ... SH ERWOOD OR 97140 (PERIMETER) :.. :::.:_ .._::L_ c� ..............._............ .. ...._.. ... ...... ......... a .. ... ... ........... .................^..... .......... . .....f . . ........... ......._.. ......... ... C7 ^....... .... . . .. . .. ^. .... .... 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS AND OTHER NON STORMWATER CONTROLS. _.._......... .. , z .................................. .................... ................................. ... ....,........^.r.^t.i....^....... ....:...: ..:.:::.. ......... ...............t a .... .. ._._.... ... .. X �.. .»......... ..................,.,,..,.........t.... ........ ............ ... ....i.tt..................... L............,....i.................................... ........................... ...... ..... ....... .. . ...... . ...... ... .. ....._._.. .. SEDIMENT ENE (INTERIOR) X X X X X f. ..1, l....i.. ,f..»»..t ..... . .......... .. .... . PH. 503 925 8799 ( ) £l.,.l..,..,»,...a....... .......... ....................... £ .....,................. ..,. ,I,..... 1t. PREVE T TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVA ROADS USING BMPS SUCH AS. GRAVELED OR PAVED EXITS €...((i.al......L.,..:..i_.... ....:..:...: : :.'.:'.: ,.�f....:.............................._.......... ............. ....:..L:.:'.. .. .. ...,,.II{I._�.. ?r.:£?ir»••,d:r- .....s: .' ... •_........ ..:.: ..: .raItLI�€ :. :'�''':' ... _.. :...• ,.:,.i••:�£-:.a:�._..........i._:_.� ......_ ..._. . . .:.. :: . ... :.=:a:.:.: AND PARKING AREAS, GRAVEL A A LOCATED ONSITE, 0 USE AN EXIT W S UST _.........._.... _......._.. .., . . :._:.::...:..::.:. £ - - P R RE S, VE ALL UNPAVED ROADS L S R S T TIRE ASH. THESE BMP M W f:..:: ....:..:... :......:.. :: FAX. 503 925 89fi9 ;...t^........... _........_..._.. ._....._..._.. fa . . . .. _ STRAW wArnEs .. . .. ......f.:..._--.:.^._. .._.a.... .. .. ... .. .. .. ... •3 is ....t ....:.,;..:,... ..__:: - J £.......__.__.._...,.__,.... ` ........�....... _....... ^......... __....._. f-r BE C RIR N NACTIVITIES. :=::n::•:•? ::-:£=, -:•:::::::::r:.... .:::::-:::: ._ ......:..:: ::.... . ...:. _ .. IN PLACE PRIOR TO LA D DISTURBI G ........i....:..f.€. i._.£i ._............... ............... ... ..a. .,. .. .. f , £I• __.». ... .. ..._ .... .. jt :: :. .::.. .. ....._..:._. .. .. .: , .-Via. _... ........ _ ..,...,,_:. 1•.. . . ._.._.___................ .............._ :... ._ 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. FILTER BERM ........._... ' ......... ..._.. : . ........ ..... : , .. .. _ .,. 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS VEHICLE AND EQUIPMENT X X X X X X _.....' .........._..............__..................,.r.^..,...i.._...._t_............._.... .. :.. . . .: :_ .. ... �` INLET PROTECTION �. _...... ... _^_......__._.._.......__........_..........................._............... '� W .........:....._..............».........^.:..^................................f...._................................_.... .. .. ............... ... .. .I a. .. .......... ....-..--.. .................-...........-...........•...........-... . .. :..: _ FUELING MAINTENANCE AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES AND WASTE HANDLING _ra:::. ..._...........^...................................- ... . T .. : ... ._.... .... _,:'.:. .»:...e:...................... - � '.f.''!• '• u - ._.. , , , , .. ............................_...._........_.. .. ....._..........................i......i...,...s......i.i ... fi t.. t. i�.,yrrr... .... ... ........... .. ..._...................._.......................i......i.... .tppryyr}yy}tt. ...1:.... .... .......... i .:::.. ...,dx ........._..._^.»...........................................__.._......__L..._........._.....:.:.. - _ _. . .......ra. ...:....... �. .. _ a. ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY AS DEWATERING co . ......... . .. .............,..........L...... ..........._--.........t.ft.f. ........................_.......................... .. ... __ .._..... ..._......__. ........ :�._..........--- _............i.ii......�.- ................................_. WELL AS DEBRIS LEFTOVER PAINTS SOLVENTS AND GLUES FROM CONSTRUCTION OPERATIONS. •-�.f�::.a:��.�:-::::�-::::=f,aaa:-.••-::a:�a:f£a:-:::�^�a:,::,:.•�:,:,•a:a�aaa�,l:a:£fi•,faft�ta...........................................t... £�... _. .........._-.�:....�a�.-.. . ....... .. .........-. :. :::.:�::::::::::::�::::..._.._ SEDIMENT TRAP � U 14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR OTHER: O VICINITY MAP MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND RUN OFF CONTROL SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. NOT TO SCALE 15. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. CONSTRUCTION ENTRANCE **X *X *X *X *X �^ 16. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURERS V RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING PIPE SLOPE DRAIN Li TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. OUTLET PROTECTION X X X X X C`� 17. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SURFACE ROUGHENING X X X SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE CHECK DAMS x x _ - DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO OTHER: ` MANUFACTURER'S SPECIFICATIONS. POLLUTION PREVENTION 18. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE TAX LOT 700 IMPLEMENTED TO PREVEP'T DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. PROPER SIGNAGE X X X X X X ;IrAx MAP is 1 36D> 19. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET WEATHER HAZARDOUS WASTE X X X X X X NARRATIVE DESCRIPTIONS OCTOBER 01 - MAY 31. MANAGEMENT 20. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT ! TAX LOT 2500 ! FISTING SITE CONDITIONS AND BEFORE FENCE REMGVAL. SPILL KIT ON-SITE X X X X X X I I TAX MAP 1S 1 36DA ! 21. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVECONCRETE WASHOUT AREA X X X DISTURBANCE }j VACANT LOT GROUND HEIGHT. AND BEFORE BMP REMOVAL. i a # I ! BOUNDARY 3' ( 22. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND OTHER: 1 I SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND * CONTRACTOR TO UTILIZE EXISTING PAVED ENTRANCE AS ACCESS TO THE SITE. MAINTAIN A GRAVEL CONSTRUCTION ENTRANCE AS DEVELOPED CONDITIONS AT COMPLETION OF PROJECT. CONSTRUCTION PROGRESSES. Z W I a 23. WITHIN 24 HOURS SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE MUST BE REMEDIATED, INVESTIGATE W I LIJ * PAVED PARKING LOT NTH LANDSCAPING AND STORMWATER FACILITY THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON y NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE DIVISION OF STATE LANDS REQUIRED TIMEFRAME. j 24. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR (n { j * CLEARING (DECEMBER 2013) DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. ® - ® � �, ® j �� TAX LOT 100 * 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT REMOVE TEMPORARY SEDIMENT i � ® I TAX MAP 1S 1 36DA * MASS GRADING(JANUARY-FEBRUARY 2014} CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. HOWEVER, w UTILITY INSTAL1A110N (FEBRUARY-MARCH 2014) DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS BECOME STABILIZED UNLESS DOING SO cn # r FINAL STABILIZATION (ARPIL 2014) ®� j CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, INCLUDING TOTALSITE AREA = 194,185 SF± = SEDIMENT RETAINED BY TEMPORARY BMPS. Q TAX LOT 600 ! 4.46 ACRES± 26, IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE TYPE AND O TAX MAP 1St 36DA1 I PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. Z l TOTAL DISTURBED AREA = 95,977 SF± = 2.20 ACRES± 27, ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, I j AND THROUGH A SEDIMENT CONTROL BMP I.E. (FILTER BAG). TAX LOT 2400 j TAX LOT 2600 ! SITE SOIL CLASSIFICATION: TAX MAP 1S 1 36DA 28, ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. I TAX MAP 1S 1 36DA Z 0 � I 1 - ALOHA SILT LOAM 22 - HUBERLY SILT LOAM PERMITTEE'S SITE INSPECTOR: JEFF NELSON0 j 378 -QUATAMA LOAM, 3 TO 7 PERCENT SLOPES COMPANY/AGENCY: AKS ENGINEERING & FORESTRY, LLC. j 37C -QUATAMA LOAM 7 TO 12 PERCENT SLOPES PHONE: 503-925-8799 I PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CN PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE FAX: 503-925-8969 ON-SITE SOILS HAVE A MODERATE EROSION POTENTIAL BEEN DEVELOPED TO_FACILITATE COMPLIANCE WITH THE 1200-CN PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR E-MAIL' JEFFN®AKS-ENG.COM0 t RECEIVING WATER BODIES: OMISSIONS, THE 1200--CN PERMITS REQUIREMENTS SUPERSEDE REQUIREMENTS OF THIS PLAN. DESCRIPTION OF EXPERIENCE: 20 YEARS OF EXPERIENCE MANAGING 0 j CONSTRUCTION SITES INCLUDING THE MONITORING OF EROSION AND SEDIMENT CONTROL uj \ . I FANNO CREEK, TIGARD INSPECTION FREQUENCY MEASURES AND BMPS TO ENSURE COMPLIANCE WITH CLEAN WATER SERVICES. SITE CONDITION MINIMUM FREQUENCY 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF FROM %OWMELT, IS OCCURRING. RATIONALE STATEMENT DESIGNED BY: AHH MTS SITE MAP A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED DRAWN BY: DS MTS 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE CHECKED BY: AHH " IN ANTICIPATION OF SITE INACCESSIBILITY. MEASURES ARE IN WORKING ORDER. ANY NECESSARY DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE 1 =100' MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS, AS THE SCALE AS NOTED LEAVING THE SITE. PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESCP , AN AC11ON PLAN WILL BE SUBMITTED. DATE: 3. INACTIVE PERIODS GREATER THAN SEVEN ONCE EVERY TWO (2) WEEKS. PROJECT LOCATION: PROPERTY DESCRIPTION: (7) CONSECUTIVE CALENDAR DAYS. INITIALIs 4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A 5 l INTERSECTION OF SW PACIFIC HIGHWAY (OR99) TAX LOT 2400 (WASHINGTON COUNTY ASSESSOR'S DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR AND SW 68TH PARKWAY TIGARD, OREGON MAP 1S 1 36DA) LOCATED IN THE SOUTHEAST 1/4 DOWNSTREAM LOCATION. WASHINGTON COUNTY OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 a� 9 01aoxCD LATITUDE: 45.4400, LONGITUDE: -122.7476 WEST, WILLAMETTE MERIDIAN, WASHINGTON COUNTY, * HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO �F.�.�''�+MYls' OREGON DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. qH0 �J U ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REQUIREMENTS. SHEET INDEX ER "- * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. RENEWAL DATE: 6/30/15 * RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, EROSION AND SEDIMENT CONTROL PLANS REVISIONS ATTENTION EXCAVATORS: �helm � OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. C050 - EROSION AND SEDIMENT CONTROL COVER SHEET OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION C051 - CLEARING AND DEMOLITION EROSION AND SEDIMENT CONTROL PLAN f CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. You C052 - GRADING EROSION AND SEDIMENT CONTROL PLAN JOB NUMBER cc MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CAWNG 503-232-1987. IF YOU HAVE :.x . ANY QUESTIONS ABOUT cN THE RULES, YOU MAY CONTACT THE CENTER. You MUST NOTIFY THE CENTER C053 - EROSION AND SEDIMENT CONTROL DETAILS 32$2 120OCN EROSION AND SEDIMENT CONTROL PLAN AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. Z SHEET 0 C050 0 W Z W V W I � H I I rn Lu \ 0 z a \ � J p z "8 i \ TYPE 5 INLET / % c, � E Z i' / z ori a� o PROTECTION (TYP) os ED Lo cp Lu �? 1 I _ - - - - _ i i w�`t !i I /' Z o 0 o rn a� W N _- uj \ WAT tWAT—' �-- i WAT — 1— -- WAT-- -- ---WAT — \ - - "/ I / �(IS 1 W �. W L0 p ) ! ._WAT +-;- \ _� — — — `WPj / , ice J fJ7 o C W O 3 /-" 'AAS E t I i I i I — WAT-- - —WAT — WAT— _-WAT-- — WAT— —WAT— / / Y M = _ Z O �-' I 1 ' I' �, I I pOp _\ e,' 3 4 (n(J1 O. W �l. { 1 N _ l-- - -`I"— _ _ N _ TEMPORARY GRAVEL r I l i _�_ _ l ? r %j - -;- - _ _ _CONSTRUCTION ENTRANCE TO ` S ' ll ' J SW 16S !/ -BE REMOVED UPON ___ - - \�- _ 9"S / ' �' i iI r r i' SW/68TH PAi"+f K 11d;AY / CONSTRUCTION COMPLETION 5� — —s""-- — SAN— — — —SAH—T--�' —SAH ® ; —STM+ i —S111--?---� _ - + ( M15' 5 h' II I I ± f I {' '"�( - 1. STM— 'r�- STM—;: y711 ,� ! STM In Uj CD / +, ,i 1 i'! \ \ / //� /� / �/� / / '••r k mono ° 1 - < `' --.�._... < ` /_ "�f,� O O ® N Ix STAGING EQUIPMENY '' �2 p o { i ,-� MAINTENANCE, FUELING;..• O \ �- _- — - i �.. z / / : �-� \ i amu'" a , h A SOLID WASTE4260 �- ry AREA Z / I I i } � \, 1 r' / ,_.._ _.., `,. ' f ( eCo •,\ `, \ •\.• } f=tom \ � \, —� 'Sw � ,_\ ^\ •\.. ,\ , `%�s I jo CONCRETE :� ^�� i % �•\ `l �"� I I + � / ,' ! \ +� \ � •\. !J 'i ''I i WASHOUT % �- ;� i ; \ \ ', \ • \��,' �, I \ \` \ `r ` ) •.\`\. - -,\'',1 ''t � ' L�- / i I �,. j II r ; ', \. % / jr - / •.\ ,\ \ '\ ..I ' \\. \il` \ \ \ ` '� i / �. •+`, \ , 'I '' r i L� It V co it 6 Al li 1 I i I F � ''r 'ti � I`' \ l ; , \ I 1 r / i i \ j !i i , I f \\ T)=MP�RARY SOIL !` FLOW ARROW I ! i }} ;! _ i j r ± \ L� STQCKKPILEop ( ) Ai j l j i .. 1 1 - l II I f11 •'l II I \ \ I Iy ly i i I \ t i I % ii ! i ! EXISTING TREE AREA i 1 i .��: , 5 ' 1 ; \ l it r i { \ _ (TREES NOT SURVEYED o N I 4 In i i I I IN THIS AREA) t \ C`+ ,rid , Ill ti i `� LJ,I� � I f' \ 1, '\ + 1 , � 1 ` `, i I 'I ' � , _/ / / / •'•p, / I I I \ \ t \\ %, `� —� � ,,� I r � \ ' � —J 1 I IIS I I i I 1 \ 1 \ \ \ i' j ' / / �'•. \ �, \ / i' ^,• ' \1 !lid{IRI I 4i �l III ! ` \ \`\ / \ �\ f f _y� \ , 1 1+ j / ` _ \ I{ SEDIMENT FENCE ' \ (TYPICAL) \ : . ____ - I`I \; it Y' } 11 ^l l••• �\ \ `+\ I / r "� � -�. ro 19 'I 1 ! i ! `\, II( ` i' \ ` \ ,'� i /%/;/` 1i \. ` r' `• ,1, 1 1 ec, 1i I 1' ( , i j h �_ i•. \ `' '\ / 1 '' \ 1 �? ' I DISTURBED AREA ,! i■■J BOUNDARY ! ' , , \ / \ /; 10, l ;\ jr \ " ADJUSTED / /' -- - - - ...... 'l / r a oc , ',\ ''�r '� !, �, ? / �/ !, I' �, `, '•, ' �, �' VEGETATED CORRIDOR ,`\ "i '� \ '� _ .1.,•........... "�- , // ' ' + // 1 \ ;, 1 �� BOUNDARY PER CWS \\ / j ,`, J/j -�,;' \ ,, SPL N0. 13-000078 1 \ \I if { \ y ) //� ��j `: / `� Lu z 1f -- low — / ROCK RETAINING ' \ �`'=`_.-- ��=="-�\� �;�� \ `' WALL W W I DESIGNED BY: AHH MTS LEGEND DRAWN BY: DS MTs PRE—CONSTRUCTION, CLEARING, AND DEMOLITION NOTES: EXISTING GROUND CONTOUR (1 FT) — -- - - — — CONCRETE WASH AREA ® CHECKED BY: AHH SCALE: AS NOTED t. ALL BASE ESC MEASURES (INLET PROTECTION. PERIMETER SEDIMENT CONTROL, GRAVEL EXISTING GROUND CONTOUR (5 FT) --- ---- ---Zpp— — -- DATE://-/ CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INLET PROTECTION INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. EXISTING TREE TO REMAIN � 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE. BERMS CONSTRUCTED OUT OF ,� �� t,a SCALE 1 = 30 FEET CONSTRUCTION ENTRANCE _ , MULCH CHIPPINGS OR OTHER SUITABLE MATERIAL STRAW WATTLES OR OTHER APPROVED EXISTING TREE TO BE REMOVED MATERIALS• ORMN SEDIMENT FENCE - PERIMETER (ORANGE) x x <F� �ARY 15 ro 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN q�y0 cm PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN DRAINAGE FLOW DIRECTION ER N• LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE DISTURBED AREA ® RENEWAL DATE: 8/30/15 } PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. REVISIONS g VEGETATED CORRIDOR BOUNDARY ' � TREE PROTECTION FENCE 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT Q LIMITED TO, STREET SWEEPING, AND VACUUMING. MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. JOB NUMBER cc 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING 3282 cj SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: Z SLOPE DRAINS (WITH OUTLET PROTECTION). CHECK DAMS, SURFACE ROUGHENING. AND BANK SHEET STABILIZATION. 0 Ln C051 c!) w . . z m I. - n �_ > L) m LU I . . m �_ i N \ I 11 /"',� w X ; , EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: i � I I ., \ /,/ . u ! I I w I � ,, , . \ I,* .11 4c I I 1, I I 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL j I . � .", �,\ I'll �_ll .""ll 0 Lu I _. ., ,� z CL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL� AND APPROVED IN AN INITIAL z I 11 I " � 2 < INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. i \ 1�1 lll� I �. I, ! , . Z L) , I I., \� I I Z' I \ I :� "', < U) j 1; I � I .1 I I , I ,� I, I _j 0 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY I 1. ,". z 1-1 N z i : ! \ I ; ; ; FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. i I . . 1-1 . CL ; . 11 11 .," ! �,I , R cy 14 - i to '. .. \111 it \ I '. , 1-1 I= . _j 4,� � I Fs 15! 'c" � \ I , � M � i I �,z \ I !, = - -r � 1\ __" I I< n ;:_ 00-So E Z VER ALL I I I i 0 1 3. LONG TERM SLOPE STABILIZATION MEASURES 'INCLUDING MATTING" SHALL BE IN PLACE 0 . I TYPE 5 INLET I ; k ,:;��', I I \ , -_ f / U w cn . EXPOSED SOILS BY OCTOBER 1. ; � . \,\k", - "I I I - I I z I. I ! I I j m - - � " \ \1 1 -9 w lcrl)l m 01 E - - — - - \ I 0 _:7� I � = .1c I '. PROTECTION (Typ) __ _,____� I \1 _/l ��s�_ I . . — - - - — - - �\ �_ v 10 / , ,�_ � _. . I'll E� d cl a� Lei & Lu 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM i �_ ______ - - - — - - .1 .---- 11 ,� t I � . � " " wc — __ = - I- 11 1 "7 1 �_ - , -, - .. I'�, I I 2,= m cl cs s 0! 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I`- - I, \ , N I f I )l I /11' ___ I , _ 11 11 I 'r, " " � f —le : I / I I ; 11; TH i PANKWAY i / CONSTRUCTION COMPLETION . / - SAN ./ // __� - m 0 � � � . 'I-,, I Ln �l \ \ i . . . � I SIM I __� I I S�j I / / !, 11 11 / lkxs il', ___ I ___ > � 11 �z 1� I _� % I�, ,!" - __� , — f__-_ - - — - I 1�1 x � - . I i j ! i -7---*- --/�- � - ;- �i STM- - - I /. I I I I I I I I i I I STM� I , / I-- I I ,- --- , \ I - I ,I I . ! i I ; i I 11 i / 1 4 1 � I __,,� --- — - I :: � I __ � — I ; —_ - 0 CL I t : � 11 I I . I I I _'111 --- -1 "I 1"�_ \ i i I I I- . — ; - y � -.- \ . =1 :: : ;: _/ 11 -.- ---*I _� ___ - . .-z I , I , . 1 � I / ", , STM- - I -_ - ,�_ -p 4 Lf) Lu . i � I � :L==,-- � - 4 ,_� . \ \ "I. v 0 , � I I . 71:7 �_� , , " _��, 1, . 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I � . - � ,� ,� I , I 1 WALL ___ ___Z� ,,I- � - - . . . . 1_�' I - ,�,1\ i i . -I , - - I �l '�l��_l .\ ( 1�, , -_"/�- . LLJ . . .., -1 - 11 lz , " I � , , i ,, .,. __Z:� , \ ,.. , 1�� - -1 i I ,." I a I" -, -Z , "I 1�1\ i '!I- . % - - " 11 i. ; 1, 1, 11, 11 I j i oc 2 . , I , \ / I 4 1'� __l/ / \1 i I m a 0 ui GRADING, STREET AND U11LITY EROSION AND SEDIMENT CONSTRUCTION NOTES: 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE U) 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND I OTHERWISE AUTHORIZED: VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE LEGEND A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. PROJECT. L B. DWARF GRASS MIX (MIN. 100 LB./AC.) 9. AC11VE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION NTOUR (1 FT) - - - - - .- In DESIGNED BY- AHH/MTS 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. TOUR (5 FT) - - -200 - - - INLET PROTECTION DRAWN BY: DS/MTS 2. CREEPING RED FESCUE (20% BY WEIGHT) . 11 C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) 10. SATURATED MATERIALS THAT ARE HAULED OF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE FINISHED GRADE CONTOUR (1 FT) CHECKED BY. AHH 1. ANNUAL RYEGRASS (40% BY WEIGHT) SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. 1- ?";_L--)-- V '. CONSTRUCTION ENTRANCE f-1 _; _ _� _,- t I _. scu- AS NOTED I I�l , � 11 2. TURF-TYPE FESCUE (607. BY WEIGHT) FINISHED GRADE CONTOUR (5 FT) 200 . ,.-I "I '4... L , I\ ...� - . LL 1-11-1. , . I , I . PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCA11ON THAT DOES NOT PROVIDE I , . L�. ". - 'I 1; DATE: , - RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED ! �_..\ 1. =--.-., I //Ile-1-3 I I � :' ,, L",' . I.:I I I. L . I I . . L 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF EXISTING TREE TO REMAIN 0 * :L L -_ —1 TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENM SURFACE ROUGHENING IMPROVES SEED BEDDING AND GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS : :�'.'.L :L I ... LL 1: L'L L' ' .1 .�� 1 , . L L ..L':L I IM LL ''' L .1 I I , ,L , ,, , .1 L I I I REDUCES RUN-OF VELOCITY. MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT NEW IMPERVIOUS SURFACE 11 . I . -1 - .. L L ! I L :'.' _ .� :. ,::L `::j APACITY. I, 1 . , , , : .:�L .. t . IL , .,j . ! , , I 3. LONG TERM SLOPE STABILIZA11ON MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA EXISTING TREE TO BE REMOVED 0 * I ..- - - I I . I . SEEDING NTH APPROVED MIX AND APPLICATION RATE. 12. SWEEPINGS ROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. . .. d'.Q.1111, . f OR= � . . _�11, . I I I � SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. SEDIMENT FENCE - PERIMETER (ORANGE) —x —X I�R,v� 11 NEW GRAVEL ROAD '� .1 I � y Is `I% �t L �t ', j 4. TEMPORARY SLOPE STABIUZA11ON MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLAS11C SHEETING, STRAW I 1- �," a- I ; j.�� - cl-4 SEDIMENT FENCE - INTERNAL I XX—xx_ I -,_ - . 1, 1: _7 . "I U-) CD MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. 13, AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. R - CJ1 RENEWAL D E: 6/30/1 5 �': DISTURBED AREA IIIIIIIIIIIIIIIIIIIIIIIIIIIII �11111 allffim ---,-) 14. USE BMPs SUCH AS CHECK-DAMS, BERMS,AND INLET PROTECTION TO PREVENT RUN-OF FROM REACHING DISCHARGE 0 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" DRAINAGE FLOW DIREC11ON =+ REVISIONS �� PERIODS, STOCKPILES SHALL BE COVERED WITH PLAS11C SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND POINTS. WETLAND BUFFER sm mm am= Mmm SLIM No C-1) THE PERIMETER OF THE STOCKPILE. . .***#*********~ �r 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WflEN APPLYING SEAL COAT, TACK COAT, ETC. TO ., Lr ` I 11 .1 TREE PROTECTION FENCE I �� '_' ,L � ., q .", I'.: %L�L!L `_ . " I ..", ..",7. ,,. : , � � " 1 , , " �, , , :, .7; 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION PREVENT INTRODUCING THESE MATERIALS TO THE STORM WAffR SYSTEM. i .e .�, .,..'� ,I '.1 , I , , .�..� l-'�f CD LONG TERM SLOPE STABILIZATION . L "I . , , 1, LIL: .1% ', .", _� LL .1 �� ... '��";: :% � "�L :-� i OUTLET PROTECTION f_.) CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES ! %"L ."., �'. Ill . ,�'L - .L '._::� �'l '_ 'I.L _�' �- 'i JOB NUMBER . .j . ,.. , '. ., , 1, c EXCEEDING 25% MAY REQUIRE ADD111ONAL EROSION CONTROL MEASURES. � ." ..,: . ", ,;... """ t. , Go . . I " 1") � 3282 L;-] 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A ---j L U- FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. %=j C-11 SHEET = * , = V) . __ __\ I" __ "' , - � \, '� - , ou I "�xl ml -- I ." " - C, -11 / - C, I I I I I i I -1- - - A'S - / I 11 I __- -1 �� , , , - , , ,� - , , I I 1, I - .:c C052 a - mmm._lw_ - . (3' W z W V � W ll N U I FOR FURTHER INFORMATION a ON DESIGN CRITERIA SEE R CHAPTER 4 OF CLEAN WATER O W SERVICES EROSION PREVENTION p�N� ANGLE FILTER FABRIC ? o. AND SEDIMENT CONTROL N� �c,5 P °' Sp. FENCE TO ASSURE SOIL IS TRAPPED z v PLANNING AND DESIGN MANUAL S��G�p�F,� `1 a Z j,\ PQ a .• . 0 00 g o 00 . a i. - p D• a'...v D' 1\ Z ui rn 0. Z oma ' "� - opo � � o � ° & W LiEL In as LLI RADIUS - 25' MIN. p•_.�••°.D' �' INTERLOCKED Oo o w o z`�" ('3 5 2"x 2" POSTS O Y M M�`' g= �` Z O MINIM CLEAN PIT RUN OR 3"— 6" CLEAN ROCK QQO� OF �G��s AND ATTACH PLAN VIEW ¢ �- W `� UM 12 OVERLAP 4 SCC, NTS ¢ OF SEAMS. SUBGRADE REINFORCEMENT Z to + ++ ++++'! + + + GEOTEXTILE, AS REQUIRED p�� +++++ ++++♦+++++++ ++++`♦+ ++++'♦ OVERLAP 6"TYPICAL ♦ + + + + + ♦ + + t + , + + a" MIN. USE STITCHED LOOPS ENDS OF BAGS ! + . + + ♦ + + + + . « #+++ }" DEPTH 3' minimum OVER 2"x 2" POSTS NOTES: r . . + + + , ♦ + + +.++++,+ 20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL PUj 1. BURY BOTTOM OF FILTER FABRIC b PLAN U I EW a + + + + � + + T + + + + + # from toe slope. " O . + + LO + ! + + + VERTICALLY BELOW FINISHED GRADE. } ! , + + + + 4 4 + + + + . ++++++#++ + 4 + i 4 + ♦ ' ++++++.+,++,,+ T + + + + T t + 4 + i a + CD + +' + + + • ♦ ♦ + + + + - . ♦ + + + + + + = GRAVEL CONSTRUCTION + + + + . + + + . + + . . + + + + l + + + + ♦ . . . + ♦ NTS + "4,++++++4++ + + + ♦ + + + t + + + + , , . + . + ENTRANCE CURB RAMP 2. 2"x 2 FIR, PINE OR STEEL + + + + « + + . + + + + + + . + + + + + + of } + _ + + + • . + + + + + + + • , + . + + + . . + + + FENCE POSTS. G9 4 • + + + + + + + 4 4 + + + ♦ + + . . + + + + . + + + + yo - + + + + + + . + + + + , Z•T + + r • . . . . + ! + + . . + + + + + + + + + PAVEMENT 3. POSTS TO BE INSTALLED ON •:. UPHILL SIDE OF SLOPE. + + t ♦ ! + + + + ♦ ♦ + t + ! ♦ ! ♦ + + + + + , + + + + ♦ . + + + . . . . } ! ! _ + ! + + + + + 4. COMPACT BOTH SIDES OF FILTER FABRICCD CNQ + + . ! + . ! + + + + + . + - ! + + • + + + + •, ,. + + + + + ° ° q TRENCH. + + 4- .?, a + + + . . . . . + + + + l . � . + , + . + + . + + + + . . a ♦ + + , , . + + + + + + ♦ ! + + + + + +. + + + +!+i+ + / / f.:?�.yi '�',, Xr i,c'T,'ii i`=` t' '4��'Yrj '+ -th f�3J•l`-":'' +++++++ . + . ,+,+ . . + + + + . . + + + + , . . + + + . + _ + T + • + + \\/ �\�\\ /\ / \/ `� BIOFILTER BAG a 5, PANELS MUST BE PLACED ! + + + +++1,1.1 + ♦ • + + + + + + + !•�. + + . ♦ + + + + • + + + + + + + + + I 1 ♦ ►•• .� U' + + + + + + . + + T , + + . « , } } , ! + + . + . ♦ + + + + + /i.�r�/��//,�/,�/, �\/\S/\\�\//\ \\ *.'.:•::" '' . ' ACCORDING TO SPACING ON + + + + + + . + + ++++++++ ♦++ + + + , . } + + + + „ + \,� \/ , � r PROFILE DETAILNO.940 I l I x NTS O w 3 J NOTES: BARRIER REQUIRED ® TOE OF SLOPE. 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT—OF—WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN FILTER FABRIC MATERIAL M (�j PLASTIC SHEETING OUT OF ANY MEASURES USED TO TRAP SEDIMENT. W 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT—OF— WAY. 36” WIDE ROLLS < 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE P R O F) LEto C-5 THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. NOTES: 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION 1 . MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. ENTRAN ER RING OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED 2. BARRIER REQUIRED @ TOE OF STOCK PILE. 5. DIMENSIONS 3. COVERING MAINTAINED TIGHTLY IN PLACE SINGLE FAMILY COMMLONG BY 20' WIDE 8° DEEP OF -Y4" MINUS CLEAN ROCK. � NOTE: � BY USING SANDBAGS OR TIRES ON ROPES WITH A F IAL 6'MAXIMUM SPACING FOR FURTHER INFORMATION 1 . BIO BAGS ONLY REQUIRED WHEN MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. 50' LONG BY 20' WIDE 3•-6" CLEAN ROCK, FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE DISCHARGING SEDIMENT LADEN WATER. FOR FURTHER INFORMATION CHAPTER 4 OF CLEAN WATER ON DESIGN CRITERIA SEE � O GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE FRONT VIEW- SERVICES EROSION PREVENTION 2. STAKING OF BAGS REQUIRED CHAPTER 4 OF CLEAN WATER PREVENT SUB—SOIL PUMPING. CHAPTER 4 CLEAN WATER AND SEDIMENT CONTROL SERVICES EROSION PREVENTION N SERVICES EROSION PREVENTION NTS WITH EITHER METHOD USING (2) 13 AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 1"x 2" WOOD STAKES OR APPROVED AND SEDIMENT CONTROL _ PLANNING AND DESIGN MANUAL. EQUAL PER BAG. PLANNING AND DESIGN MANUAL. 7� U CONSTRUCTION ENTRANCE OUTLET PROTECTION r p PLASTIC SHEETING aeanWaber Services C1eanWaber Services SEDIMENT FENCE aeanWaber services RIP RAP C1eanWater\ Services F— DRAWING NO. 810 REVISED 12-06 Our commitment is clear. Detail Drawing 855 REVISED 12-06 Our commitment is clear. DRAWING NO. 875 REVISED 12-06 Our commitment is clear. Detail Drawing 820 REVISED 12-061 Our commitment is clear. FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE SIGN TO BE POSTED AT ALL TIMES CHAPTER 4 OF CLEAN WATER Z SERVICES EROSION PREVENTION T AND SEDIMENT CONTROL UJ PLANNING AND DESIGN MANUAL. REBAR FOR BAG REMOVAL �a SLOPE '� a F'�F \ / PLACE WATTLES ALONG SLOPE CONTOURS. WOOD STAKE CATCH BASIN GRATE Uj <Q O� CONCRETE WASHOUT (n PROFILE -9il PIT AREA WITH SIGN. 9 III A J CATCH BAST 0 o / \ �•_-:.t: :>� La 4. RIC COCONUT 0 •�. >''-• •�:-='��'' •• EXPANSION RESTRAINT E. R EXCELSIOR ;:~ :.�:.K. �,Y,,%,i•..c.:.; , WATTLE STAGGER 4 EXISTING GROUND0 JOINTS STORM PIP 0 SECTION a � BACKFILL AND GRADE TO ww a o Q , o . � .• � MATCH EXISTING UPON • COMPLETION OF PROJECT 18 W • o TAKING SPACING 4' O.C. • a w > a / ,y „ MIN. 3 MIN. O o •. 4 . '. . o. PLAN VIEW —� � 0 v ,1 _'� � 2' (TYP) FLOW a FLOW FLOW 2"X2"X3/4" RUBBER BLOCKS NTS _ 1, (TYP) PLASTIC LINED 1 n POLYPROPLENE TYPICAL PICAL OVERLAP DESIGNED BY: AHH MTS 0 0 FILTER SACK (WOVEN) 76" 13 DRAWN BY: DS MT5 TIGHTLY ABUT ADJACENT WATTLES. 4' SQ CHECKED BY: AHH 0 - WOVEN P O LYP R O P LE N E SACK NOTE: CONTRACTOR SHALL TAKE PRECAUTIONS SO AS TO NOT OVERFLOW PIT. SCAM: AS NOTED DATE: Ifd�/� PLAN VIEW PROFILE �,� N OT NTS NOTES: FOR FURTHER INFORMATION 1. RECESSED CURB INLET CATCH BASINS FOR FURTHER INFORMATION 1, STAKING SPECIFICATIONS: ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE N OTES: a. 1"X2" WOODEN STAKES CHAPTER 4 OF CLEAN WATER MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER9< OREGON b. ADDITIONAL STAKES MAY BE INSTALLED ON FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION 1. STAKING OF BAGS REQUIRED USING (2) 1"X2" WOOD STAKES OR APPROVED EQUAL PER BAG. SERVICES EROSION PREVENTION 2. SURFACE MUST BE SMOOTH BEFORE APPLICATION. �` Ry Is � v DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR AND SEDIMENT CONTROL FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL �,4 HIGHLY EROSIVE SOILS. PLANNING AND DESIGN MANUAL. BY MANUFACTURER. PLANNING AND DESIGN MANUAL. 3. CHECK DAMS CAN BE CONSTRUCTED USING STRAW WATTLES OR OTHER MATERIALS AS APPROVED NOTES: �OfR H• 2. SPACING IN ACCORDANCE WITH DETAIL 94D. BY THE DISTRICT OR CITY. 1. REMOVE AND LEGALLY DISPOSE OF WASTE MATERIAL WHEN IT ACCUMULATES TO 2/3 OF WET STORAGE CAPACITY OF RENEWAL DATE: 6/30/15 } PIT. INLET PROTECTION CHECK DAM / I�EVIs1oNs 2. CONCRETE WASHOUT AREA TO BE REPAIRED AND/OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE. WATTLES 3. UPON COMPLETION OF CONSTRUCTION ACTIVITIES REQUIRING CONCRETE WASHOUT, THE WASHOUT SHALL BE REMOVED a�W Services TYPE 5 aeanWaber Services B I 0—FILTER BAG aeMwaber ServicesLn AND THE AREA REBORED TO FINISH GRADE AND EXISTING CONDITION. DRAWING N0. $80 REVISED 12-06 Our commitment is clear. DRAWING N0. 920 REVISED 12-06 Our commitment is clear. DRAWING N0. 845 REVISED 12-06 Our commitment is clear. JOB NUMBER CONCRETE TRUCK WASHOUT NTSN J 282 li SHEET 0 C053 . . I . . a I . . . . . . . I . . � I - � I � I I . . . 0 LU I . . . � � -- . S'' — I — - i �I - I . . I . . — — -- 11 -- / I . ! . I f I t �� I . � I" — -- , "�� / /-- I. . . I , I . " I I , - / - --� z w : . I (. ;1, i -- ; CD � Ul) I I � ; � '.I'll '*111 --- - - --" -� . I - M I � 6 :�, \.- ---- �,,,.�;, . I % ! i \ I \ I � I ! I I ; Ca ; � � I 00 t I . II ��--; I I , ----- >- I . I I -- � M 4 I I I � I 1, - i 'O /-- -- � I , � I � I I I I I �1. L;p I I I--, % i -1 6 11 1,(. � ; I CN I I ! CIV i I . C14 t 1. 1; I ,�, I -� I -�-�/ -�/ --� UJI �- � I I I I i I --I - '.I : --; .. I ,,� I '_1 I I // I - F . . .�-----� I i I ,� -:::�-� ! . � I ; ! i ; I , ----, I -- I . t I i I 1--� , -- 11 . , 1, I ! . ; I � 11 I I . ------..i- I i .1 . 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I 1 �7R.I,��\*\, . - I I I . � I " I .:,"I ---�"',�\- ,� : , - - t= Ez 75 3; Z 0 . , ,\ ; ""- , \ � ,!oft .� - - . - -\ �, i �'11 � [ i ! � \ , - I % ....", \1, \ 'I 11 , " - �� ,\ : � . I --�� I � i ; I � � :\ \ . ,�;*;, I i ENCROACHMENT INTO THE ROOT PROTECTION ZONE MAY BE ALLOWED WITH PROJECT ARBORIST . ��-� / \ " �NngN . . ! I .. 1, A , �\\�� . . � ", APPROVAL AS DESCRIBED IN THE FOLLOWING NOTES: \1 \ � �, -y / \ &�� , �.\��.,-,, � , � ,�.� -- ,\ - -i z 1z j 11� " \ , ,I - / I . I . -�-. \ .;o \ I � \- ��'N--- '\ ,\ -\' . , . 0 w . . . I j .I ." 114 ,--\ \ . I . .... .I ��-1,7�,\.-:�,,� �\'.' �'L L';:,!'L":;. '.' ' ,\ * �\� "I ii .1 � I . 1, � �-��:\ � i,,�'. , �, ,� \- / _ ", I .. - L.\'." ; � , , -\ I .L �� .:N 1 �\ , I� ,� . ..... I , ,� .:: , � �,�J LLI . I I I \. � ,.\ :, �,L.V ", --L,'.\ �e pi = / I - L. I .. 1\ .. "" L '\ '. �\- , I: I. �\ N.- I 11 / I f -. " L . , .N N..�\-`17, - -*-" \ ---t- -/ ,. I ), ,� \ 1, ,, . V � ., V) E3- i LU UL , :", .., "4z,---, , \ \\ L� ,% N , \,. , \�"', ",, �,,�,\� -, , M / � , . , / - , � .''. 7, . � I ; %.,.,:I 11�1;i Y i L .N �L LL , , �\,\ \: �� . - I,\ , ,. N � : �.Y �,��<� " -� "Nw .W:I� , 1. EXCAVATION IN THE TOP 24" OF THE SOIL IN THE CRITICAL ROOT ZONE AREA SHOULD BEGIN - , I .. L' . - , -,L , ,� ��- * ;;�""'"\' � . :�i; .\ , t J AT THE EXCAVATION LINE THAT IS CLOSEST TO THE TREE. �!'-v 11 'j ,-.j I \LL,_ ,��)� � ", * N� �� I N,\ .. � .(� L*�L- / � . �� .. , \: I ., � - � .� I 'A . I I - ..!L .,. \�� ':,\-� , � \ ,.�.- . . . \ -%- / I�— \�-, " —,� L 7 ,�,,, � \��'I� ) " . — , I . . . L- -\,.' �� 1�- ; t .. �� - . , L. M — �i I L ., I - . �k 1, .. .11'., , I / �, , � - � ,i i j I L \, \. �/� , , /I j 17 �L;"' .; , , �� ,:.1\ :L: 3�,\ 1. ,:�W�� \ ,-�L. " ,,.N, �� I - . .� ,.: . ,:�",:...L _N . � ,\ . L .L, -- - - . . 11 % �-,. I - '�-- - � I'��\ L I 1 7 1 6�':NN" L'�� --1 i / I I � \_ � �,.,I �',- . L \'L. L��, ��LL�'',t A\ __,,,,., -< , "' THE EXCAVATION SHOULD BE DONE BY HAND/SHOVEL OR WITH A BACKHOE AND A MAN WITH I . ,L I 1� I'll " / -1 Ir, ,�.� N '� L I I �� \ / I I. \� - � �� ,V.I. \,4 Z e 2. / "IN 1 .; -. , ,r. .111. �N , , L N . I -I' .1 ' ! ., j L'\'N X��L - I \L�� - , .\ I -... '' � '�. \/"'�-, I/ / y .y' `� '" ", � X1 , I ."I,:: --_ .\ 7"�\L ' ' L"""",;,�'. " L \"' 1� . � ,_ �,-J\ \� -- \�'L \ '.\ L . , - .111 , .. \' " , I I I\ I 11. "�� N ,�,I-0 �-�%�\1 ,��: ,.I- I -� � L, I \'\ . .1, I � ��I�I I'\:L -.�� :: ��\,' , -'L ,_�, �- A �L'\-4"j , , I -�- , ; i --I-_ 1'�"\ �� ", . .11 11 /- , �. �'�'\\\��'\'* \\��L'��, � / 747"� ,---t,,-'-',7.,,�-� �--�,Q: �: , q % .;� I / ., 5R � � , �L 0 , N, . ,,, -, -N\- I I � 11 11:��'LC., .�, :: - I ,� �, I I. , , '- N ' - I \�L ,I, � I I _. ,�!:� A SHOVEL, PRUNING SHEARS, AND A PRUNING SAW. / , , L ," t��, / ........./ ,\ -N , \ 7, ,�\\ �,��-, '\' � -'&,L 4,:$, 11 ... f,N ' I I .. - I" .� � �' \:' I ,)�L, ,\\'\'�,�, N,j ,\\'��_L. � �\' �' L� 'L I I .� - - il, N , \"�\ I - , .:,��L \,'�,- I �. , \ \-\�,. L 11 IIIJI,,-, %/ -. . A V I XU'�,� � . -\�!I\ � ..I -I S '.\--�, I_ . I / .... - � NEI L L� _�:� _L I �_ _ 11 � i , I, '\,�",-Lt., k; ,.�. .1- ,. \ , - - , 'I'L � ', - - - ,\� , 0 � ' 3. IF DONE BY HAND, ALL HOULD BY PRUNED AT THE EXCAVATION UNE. . _:.�." M j6L A::� " /,", ,% ;�� \� � ,\ - , I , 111 . , . 2 � " � \'L,:.L , : AX X ,,�� : .L >M 0 - : 1, � Y�� I -- � L \ ,q - I 11, 1, ::. . / f . 1, , �, /I % \ 11 , ,� � 'L, �:,�: � :'��\��L ,-- � -,\ � '. ILI -.111 \,� \\I\ � I I L:N'� ,��.� L ---`l ILI"'\�\\ 1 'L ''\ ,�'\, , .'. \:i�L., .. � ,I . , I \ -L\.:.:\ \ .L L 14 � I-I''L'' "'-\' . N. , -�,,. .,.\- - .'.� '."\-.-- ,,� ' TAX LOT 2300 1 . " -.- .I L'\ �,,L, � / ! . X � tl� \,-,,� / , '\. ,,'' 4. IF DONE WITH A BACKHOE (MOST LIKELY SCENARIO), THEN THE OPERATOR SHALL START THE / "I 44-'i�: * \N / -11--�"I",, --- Z� - \ L". " "L N- -t --11=1� , , . 4-`�: .1 - - ,\ / :-- -- � �% ,-p 1. ,.L N-:� "' -,"' .\ � t"L L�",,\" I .11. I I I I ,\ ,-I',L . , , ' L, , . I \ ; L" �,, " FOR ROOTS/RESISTANCE. WHEN THERE , I :��-, L,,"LL. ,, L,,'L ��L '. , , .\' .�":_�,, .. -1 , \ Is I -- . .,. �, \1 , Ln * " , , L , ..". - " , �L; 1. \ \' L "'L\" L I N. \ , ', L L . I ;, -\...-\L,^� 1, 11 I'll .1. -\, _IL' �;\� \ ,'I I....-- . . � ��. I / i I i .:�� , L I '-- I k �\ 'I - L, CUT AT THE EXCAVATION LINE AND CAREFULLY "FEEL , ,. - - I, , " _� , :L \ \ /X� 0 -- � 11 ,\ 1� - 11 -1-1 / 1\ / I N - \ ,�kr�i& :. L��\-,� L , �', .. . . .: I � L� - , I I - I.. , _ !;LL , - . . � S 1 36DA . \ /�.-'._�L�].'. , �:�. , w M I . a..,LL'- IS RESISTANCE, THE MAN WITH THE SHOVEL HAND DIGS AROUND THE ROOTS AND PRUNES THE i NEL 11 - L\ .. . , 11 ,L - I, I I .:: ., I - \.11"', , �N . L� 1. 11 ( % I L "L'...,:�.".,L""�"�'..,..:"��L"� \ ' �* \:,A:-\ - N% , ": CD I , , "' 7-__, \ � , �� , -, , . ...... , \j I "�, , � �,; �7: :\'.-: _ .\ L' . . � .\", ",",.;.'_.\ .,..:. 11 �j .� ,.,.-' -- , I I ,�A" '-, ��- �,J"'%L ---m" " , � �n I ;�N �,� \p .,I �, . , _\ I . '.L.\L V, , �, 7��, , � �:.;L'\',.'.�.��-. ': / " � 'L: ,. L"'\ � " . ._ \,.'.�;�:_:':. .1 �1 . , _ , -�:�,�,J,q ,\ -- -, 'L - 'L ""L L' \L . I, I _ _ I _ �%.\� . .-A / ,., - ,-��"�,� .N .�- I � " ':� ;-.j%.-;.;:..L.',,x i :, �1� I.\ ., -, - \ . . 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I , � \ . t5 , �� I I I NOTES: N, �� , -.------.-, , ,� ---- --- .......... , f z �, '�L \; .. 77;;�.7. , _ &� � I ,,,,,��,,,� , , ",:" " --� . 1. METAL FENCE FOR TREE PROTECTION DEVICE, ONLY. -- 11 , I , &' J'>-� , � 1�- 1/1 .. I / i / I .. L L ;kjAAa-,EL`I. ,: . . _,-�'\ ' 1�� _---, --_, ..... I I �,� . . I N11:1 " , .. / I I , I -, �\N ., 'L �-- .......... . P i��- . ;.., . � _ ----, . ., . I "'IL"," �\ I., . 4, 1 ---- --I I . ..............- ---1 I - ,;,\ I .-' . I- L 1 2. BOUNDARIES OF PROTECTION AREA WILL BE ESTABLISHED IN THE FlELD BY THE ,:��,�,L . . .T� . M� L - - `,��,��- I I - - ' L ARBORIST PRIOR TO CONSTRUCTION. ,::.. -L '. �. I -�11� "" 'I, . I - - 1-1/ / I/ ",L � \ �7 -1--'.. '. I ,., �-"��---, I \ 1� \ -1 --1 I I -,, :1 I - I'll 1.�, - . I " -\ .11 �, ,,, , I I .. L.�' - 1. , L' -��-,��-__3� L'� � , \ �, "I---1 I--,- - --- --- - ", 3. BOUNDARIES OF PROTECT10N AREA SHOULD BE STAKED AND FLAGGED BY THE ARBORIST --N ��. ": , z;.,;I; .I . , � � \ I ,---' "� I .1� : I ----, �, ,- . : L, � ,�:. -I�_L�'., I, . -----" :.Z:�, �- : I - � - I lx,! � I ., : ��, , ,� " . I I PRIOR TO INSTALLING DEVICES. I I� � I�, I I I .- ",:" - I - I �..�,- :';L . "L."... � I :: 'L%. .: . , , 1'��,:�� - - -,-- - L �. �A-�.L�" --� --� swl : , �. N"%L . 11.. , I --�,-- . . . . . L'', . . . , I , \ 11 . - . �: � ! I - �-`, -;-- -: 'ell , , � I I-�� , - �'v --� --, I -\L,11 - ,.." . N L�w- � 11 "I .. .. 1. -- t�7 r- - - �. .' -7-S : , 7� � , " --� ---' - ! - L .. . . , \ I \ \� .. � ,\ , - � ` I ' I I 11 - , 7�,\. - I .1 .I 7---bw I .� 1� ,.,- I . ..I . , , I I"- L �� ,�� 7.-,�,7�� 1 -1 - . - Z�-* . L I, i :9-1 I ;---%�.�-ZEIZ-_ .1 ��'��11� I 11--11�,-�-- -lilb�, , I I "t f : L �pl/ , 4 . I . ��,,�7 4. AVOID DAMAGE TO CRI11CAL ROOT ZONE DO NOT DAMAGE OR SEVER LARGE ROOTS - L , �, \ , . � , " L' L I `� LH � I ,� . ",z ; . . I : L L... I - / 1 1 k .I NL-, ' L ' X-11 :L:=:t-------�j III,I N ��-,, I - / I I WHEN INSTALLING POSTS. .,L � -Z�- -: :r 'L - -,, --�-� \ ---� . : 1--, - - -1�/ �, I - I L , , � I I I � :. :\ IN_:L L'\\ -- - ' ' "Z.--"" . M - L I- Z�,- . _t,�_"�- - ,�, ,�N`I� ,�,, --�' - I ---,, t L ./ ,/' . .. _ ZZ L - '� "-- - ---I- --�------ , ; �, :�; . __:, _ � . : 'L I _ _ _�� Z�� -, - � .. ,,, L ...�- I . ... . : ::i5:-::�-,--_------�-- :�-Q, --- L-�- - -<�.--�-, -,-,,-�,,-�� " � -,�, ,\ ! / ., . V,"I -- .11 I . . , _ _ " �� - I I I, ' L ,\ � L� : . ,L 11 . - : - :��, ,,,�� , -,-� --,,--, ! 11 V I I � o < �, , --.� , , , , / I I IL , ,:, I I � / d p I - - - 11 I I , L 11 11 -: 1-\ - -�� :-:�� -_I_---,-- . ,� \ _ N:7��I�-- L .. � � , ��11 , \��L . L - ��--� ,---��- -�� x . : :' L�\ p --`-� � � ,� " � / ' .11 5. DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION. "-�,\- �� . ":�J'\L L,�I W, . �� _ \ '� N '-' '�, ' ,� I ' '- '� , '�L-, :: .. L`1�� 0 /I "L L \ L : L I L I � ,�_\,'I L - " I % . I -L - I- .1 - . / I IL 11, I I � 'I-, -- -L�-�177��- '�-,-4;�-'11 =::�-z---:---z--,::� ------zp-- z_z:::7- - �� I . ,\," I- � Is., L \ .. - \ -�-z � , I" I - L' � <- -1/ C 1 ". �-\- '� "N �-�-----%- -.- , ----_-':,� Z�� , �"��'L 1� /--/ -� I "I ! � ; 1. I ,:-� . _ L� I I L 1- 7.11I.- , -- 1. " - ! I ,.., .. ., L ... '\-""L L . I � - - --< , \-I-- I./ ! I . . . I I..L ';,, L,N: \ - -�----�----:::Z-� ----:: :7� ��--,�� ,:��-�- - ! - , 1- TION FENCE. ��-,�,�:-.�'.N - 'N ( Z I 1�1 , -// . .��.. '. .111 \ I - I---- i . z I I ". -1- ��. \1 ,\ , 1\ --Z��,--:� �-�- �-,�-s \ 1.11 " \\ i ,,, , �L �\ \ � z . I:- L ,: ,� � , .1 1. 1. , --Z . IV* � TREE PRESERVATION/REMOVAL PLAN BY BRUCE BALDWIN, CERTIFIED . . .L .-L:� 1". ., , --Z�-< , -, � 1-�' 11 I i ; 'L�'� '�:. L I -:��-- 11. i . � 1.11 1. I . ��::L:L: : 'I,'I�.:L : -1 \11 --<-- / / I I 1: :�L. .,�.:L : "I \ / L \ � ; ARBORIST #PN-6666A, WTH AKS ENGINEERING AND FORESTRY. I .1 -�/ . i I 4 I ; I 111�' I z . ---I \1 '1--1 ; . � ; Z .4 L I I . I I 0 .j L . . . TREE INVENTORY . - L I p (L L . . I ToftlDBIT Pfieservel Rem ove 3MO:: Walaut 7 Rem me . 1 124M Cottonwood 23 — I . L TREE PROTECTION NOTEL I . Tree Nazabcr Treespecies (inches) Remove I - LEGEND 0 =j : 12461 Cottomwood 29 Remo* mi cadmwood -.6 Remove . I . 111619% Codowwood 9 Rem me C4ttonwood .10 Rernave A. NO CHANCES SHALL BE MADE TO ANY ASPECT OF THE APPROVED URBAN FORESTRY PLAN WITHOUT WR17TEN CONSENT FROM THE PROJECT ARBORiST AND CITY ARBORIST. 11020 Cottonwood 1 1. Remove ,124Q cottmurood 9 1 Remove, 3003Z 1 LU 4 I I 1 12463, Cottonwood 1:1 Remove 3M3.: Coftonwopd .18 I Remove EXISTING GROUND CONTOUR (1 Fr) - — — — - 1. 11621, 1 Cadmwood 20 Remove 12464� ' westemRedceday 9 Remove 11 .18 Re�mom B. TIMELINE FOR CLEARING, GRADING, AND INSTALLATION OF TREE PROTECTION MEASURES: TREE PROTECTION SHALL BE INSTALLED PRIOR TO ANY GROUND DISTURBANCE WORK. �= > 11022 Cottonwood -9: Remove - ��.I . .1.1 3003:4 cottallwood .8 �. — . . �19 Remove ,30W Cottonwood Remove EXISTING GROUND CONTOUR (5 FT) — —445— . . I - - � 12465 cottonNvood. I C. PLACING MATERIALS NEAR TREES: NO PERSON MAY CONDUCT ANY ACTIVITY WITHIN THE PROTECTED AREA OF ANY TREE DESIGNATED TO REMAIN, INCLUDING, BUT NOT LIMITED TO, PARKING EQUIPMENT, 00 . 11023 Cononwood' 16 Remove I . ' . . . . ----- .. . — 11,2466 Cottwwood 13 Remove: 30036 Cattalawood :12 Preserve PLACING SOLVENTS, STORING BUILDING MATERIAL AND SOIL DEPOSITS, DUMPING CONCRETE WASHOUT AND LOCATING BURN HOLES. . — . 11024 Cattaawood :13. Remove - FINISHED GRADE CONTOUR (1 FT) ww 2 . 12467 Cottonwood 17 Remove 30037 Cattansvood .9 Remove . 1 11025 0*0awood. .14 Remove I . .1 12468 COtbMWOOd 15 Remove 30038 Cottonwood 15 Preseme . . — D. ATTACHMENTS TO TREES DURING CONSTRUCTION: NO PERSON SHALL ATTACH ANY OBJECT TO ANY TREE DESIGNATED FOR PRESERVATION. 0. Uj I . - —445— . 11026 CoMwwood, .15 Remove FINISHED GRADE CONTOUR (5 FT) . - I 12469 Cottonwood 11 Remove 30039 Cottonwood 6 1 Remove 11627 Cottonwood . 12471 Cottonwood 8 Remove 30.040 Cottonwood: 7 1 Remove E. PROTECTIVE BARRIER: PRIOR TO ANY GROUND DISTURBANCE BY THE CONTRACTOR: I - - q 1 11028 Cottogwood 22 Prasene .. EXISTING CONIFEROUS TREE w w 1 12472 Cottonwood 13 Romow 30041 Cottonwood :8 Rem,me. -* I . . 11029 coamwwd. 22 Remove. I I.2473 EagfishHawthonr 7 Rem ove 30042 Cottonwood - 9 Rem ow 1. SHALL ERECT AND MAINTAIN READILY VISIBLE TREE PROTECTION FENCING ALONG THE OUTER EDGE AND COMPLETELY SURROUNDING THE PROTECTED AREA OF ALL PROTECTED TREES OR GROUPS OF Uj 11630 coftonwood: 14, Remove 12474 Cottonwood ' :13 Remdve. 3093 cotteawood I's Remove S SHALL BE CONSTRUCTED OF 5 FOOT TALL METAL, SECURED TO EIGHT FOOT TALL METAL POSTS. POSTS SHALL NOT BE PLACED FURTHER THAN 8 FEET O.C. APART. (D : ' 11031 Cottonwood 9� Remove 1 i2486 Caffamia'.81ack Oak 2*0 Remove M4 Cottonwood 6 Remove M � . 11482 CQ#0nW1Dod, 8 Rerno(e 12487 Deodar Cedar 37 Remove 30045* .Cottonwood �7 Remove 2. MAY BE REQUIRED TO COVER WITH MULCH TO A DEPTH OF AT LEAST SIX (6) INCHES, OR WITH PLYWOOD OR SIMILAR MATERIAL, OVER THE ROOT ZONE OF A TREE IN ORDER TO PROTECT ROOTS FROM TREE REMOVAL � 1. . . I I . — .n� - I . - �= il'033 cattonwood'. 2-1 Remove 124,88 Westem.Riedcedar 41 Remove 30046 Cottowwood 10 Remove AVY EQUIPMENT. x . .. ... . 11035 F-ngkh Hawthorn 12 Remove . . .. .1 I -i�a-mom I UA89 Westem�Redcedar 13 Remove jOU7 Cwomvood 6 TREE PROTEC11ON FENCE I 1 11036 Cpdonwood 24 .Preserve 17490 W.estemRedcedar 23 Remove 30048 , C(*ouwood I Remove 3. SHALL PROHIBIT EXCAVATION OR COMPACTING OF EARTH OR OTHER POTENTIALLY DAMAGING ACTIVITIES WITHIN THE TREE PROTECTION ZONE. I � . -- . ilbli Cottonwood 19 Prewne 12491. Westem Redcedar 35 Remove 3W49 Cottonwood 9 I Remove � - - - - TREE DRIPLINE 11 . 11040 Cottonwood 11 Preserve 30000 Blacklocust 8 Remove 1 3005.0 codmwood 6 Remove 4. MAY BE REQUIRED TO MINIMIZE ROOT DAMAGE BY EXCAVATION OF A TWO (2) FEET DEEP TRENCH, AT THE EDGE OF THE TREE PROTECTION ZONE, TO CLEANLY SEVER THE ROOTS OF TREES TO BE 1 1-1041 Cottoawood 10 Remove 30001 Cattonwood 8 Rem'Ove RETAINED. [:�, 7,-,-�,,-�-��7.1 I . - 30051 Cottonwood 10 Riamove EXISTING TREE CANOPY AREA I'll \, �- , I . 11042 Caftowood . � � 11 Remove Cottonwood 9 Remove 19 Remove � I I I 30M 30052 Cottonwood TIVITY. MAY BE REQUIRED TO MAINTAIN TREES LL�\�,-, "\J DESIGNED BY: AHH/MTS . �. � - Bb.ckt�ocust -- 30053 Cottoawood � — 5. MAY BE REQUIRED TO HAVE CORRECTIVE PRUNING PERFORMED ON PRESERVED TRES IN ORDER TO AVOID DAMAGE FROM MACHINERY OR BUILDING AC . 11043 Cottonwood 9 Remove 30003 8 Remove 1 7 Remove . . 1 11243 1 Wester-al.Red. cedar. 33 Remove 30004 Blacklocust 6 Remove 30054 Cottonwood .8 Rem ove THROUGHOUT CONSTRUCTION PERIOD BY WATERING AND FERTILIZING. =a ME qwM Mw DRAWN BY: DS/MTS I . -- . . . 11U4 I Deodar Cedar 80 Rem ove 1 . . . I .1 I I 30M BlAcklocust 8 Remove 3005 Cottonwood 8 Remove AHH , . . I 1 6. SHALL MAINTAIN THE TREE PROTECTION FENCING IN PLACE UNTIL THE PROJECT ARBORIST AND CITY ARBORIST AUTHORIZES THEIR REMOVAL CHECKED BY. 11245 1 Westem Redcedar ' 30 Remove 30006 Cottonwood 7 Remove 30056 Cottaxwood 9 Remove TREE STAND CANOPY DRIPLINE 11-^-11--1-1-^-11-^-11-1� . �, � 1,1246. 1 Westein Redcedar 19 Remove 30M Cotftwood 8 Remove 3.0057 Cottowood 7 Remove 7. SHALL ENSURE THAT ANY LANDSCAPING DONE IN THE TREE PROTECTION ZONE SUBSEQUENT TO THE REMOVAL OF THE BARRIERS SHALL BE ACCOMPLISHED WITH LIGHT MACHINERY OR HAND LABOR. SME. AS NOTED 11-247 Westemlke&adar 25 Remove - 300w Cattmwood 6 Remom 30058 C4#mwood 7 Remove USE PLANT MATERIALS WITH COMPATIBLE WATER REQUIREMENTS TO TREE TO BE PRESERVED AND DIRECT SPRAY IRRIGATION AWAY FROM TRUNKS. DATE: 11/11/1-3 1 11248 Western.Redcodar -77 Remove 30009 Cottonwood 7 1 Remove 300,59 Cattombod 6 Remove . .1 - 11 ' - : - - - 1,1249 Western Redcedar 25 Remove 3001.0 cohm-mod 6 Remove 30060 wakut 10 Presene I I F. THE GRADE SHALL NOT BE ELEVATED OR REDUCED WITHIN THE TREE PROTEC11ON ZONE WITHOUT THE PROJECT ARBORIST'S AUTHORIZATION. THE PROJECT ARBORIST MAY ALLOW COVERAGE OF UP TO ONE FOR GENERAL PLAN LEGEND "I I I lizo Westem Redcedar 59 , Remove 30.011 Cottonwood 7 Remove 30061 1 caftoavMod 18 Rem ave- �! p . . .1 . - HALF OF THE AREA OF THE TREE'S ROOT ZONE WITH LIGHT SOILS (NO CLAY) TO THE MINIMUM DEPTH NECESSARY TO CARRY OUT GRADING OR LANDSCAPING PLANS, IF IT WILL NOT IMPERIL THE SURVIVAL I . � . . 11257 1 Walaut ,22 Remove 3.0012 1 Cottonwood 8 Remove 30062 Cottoawood 7 Remove . .1 : 1. � I . OF THE TREE. AERATION DEVICES MAY BE REQUIRED TO ENSURE THE TREE'S SURVIVAL � 1 11258 Walnut 18 Remove Presem . 1 30013 .Cottwwood 6 Remove 30063 iCottoa%wood 8 . REFERENCE ONLY . . . 11259 Rker Cherry 12 Remove 30014 Blacklocust 8 Remove �1"4 R Locust. I .11 I q I . I I . . — , - G. IF THE GRADE ADJACENT TO A PRESERVED TREE IS RAISED SUCH THAT IT COULD SLOUGH OR ERODE INTO THE TREE PROTECTION ZONE, IT SHALL BE PERMANENTLY STABILIZED TO PREVENT SUFFOCATION NOT APPROVED WITH THIS PEPMT I 11590, Western:Redcedar 17 Remove 30915 �3kck Locust 6 Remove OF THE ROOTS. I . . * - � . i= 11592. Sika Sptuce 20 Preserve 30016. Black Locust 6 Remove �ry -11 � r- I r CD it C-) 11-593. .Sweeigum 18 Remove 30017 Rbck Locust 7 R&nvm H. AN IMPERVIOUS SURFACE SHALL NOT BE INSTALLED WITHIN THE TREE PROTECT10N ZONE OF ANY TREE TO BE PRESERVED WITHOUT THE AUTHORIZATION OF THE PROJECT ARBORIST. THE PROJECT ARBORIST 1, BRUCE R. BALDWIN, ATTEST THAT THIS -�p . - -...-.- I . . . I . I Remove — WO: MAY REQUIRE SPECIFIC CONSTRUCTION METHODS AND/OR USE OF AERATION DEVICES TO ENSURE THE TREE'S SURVIVAL AND TO MINIMIZE THE POTENTIAL FOR ROOT INDUCED DAMAGE TO THE IMPERVIOUS . �:-: 12447 Western,Red=dar 35 30018 Black Locust 6 Rft � = .�.. I TREE PRESERVATION AND REMOVAL PLAN . Remove I 0 1244;a Westem:Redcedar 36 3C619 Wick Locust 7 Remove SURFACE. REVISIONS . I -- QUIREMENTS IN . � 12449 Par-&Madrone 17 Remove 30020 Cottwwwd 7 Remove. I . . - . � . 30021 1 Remove -n SECTION 10, PART 1, OF THE CITY OF - - . QD 12450 WeeP4 Birch 18 Remove - .. � Biglepf-mvie 7 . 1. TO THE GREATEST EXTENT PRACTICAL, UTILITY TRENCHES SHALL BE LOCATED OUTSIDE OF THE TREE PROTECTION ZONE OF TREES TO BE PRESERVED. THE PROJECT ARBORIST MAY REQUIRE THAT Uilu ES - � �= - I e-,� 12451 Weepirm Birch 21 Remove 30022 cottonwood 11 I Remove OOTS OF TRES TO BE PRESERVED IF THE PROJECT ARBORIST DETERMINES THAT TRENCHING WOULD SIGNIFICANTLY REDUCE THE CHANCES OF THE TREES SURVIVAL. TIGARD URBAN FORESTRY MANUAL. . . 6 UM I ff-=j I r- 12452 �Red Nigge 20 Remove SEE SUPPLEMENTAL ARBORIST I C=) I _ -— -11 3OD23 Black.Locust 7 Remove . I C-) . � .. AFEK*Eff I J. DIRECT10NAL FELUNG. DIRECTIONAL FELLING OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES DESIGNATED FOR PRESERVATION. . 1 12453 pl�w-= - 21 Remove 30024 Qotimwbod 7 Remove JOB NUMBER I C14 .. REPORT FOR MORE INFORMATION I cc Remove 30025 Comawood 8 RemoVe I C`j 12454 Western.Redeedar 24 1 � i>�—/,e,Z,/,� r-0 . .. I 12A55 Western Rc4cedar 23 Remove . � . � � I . 1 K. ADDITIONAL REQUIREMENTS. THE PROJECT ARBORIST MAY REQUIRE ADDIT10NAL TREE PRESERVAT10N MEASURES WHICH ARE CONSISTENT WITH TREE CARE INDUSTRY STANDARDS. I BRUCE R. BALDWIN 3282 L�j � 3OD26: English-Hawdiam- 6 Remove I I BRUCE BALDWIN, CERTIFIED ARBORIST MUM NAM PN-fWM --j 12456 Vvestem Re&edar 29 Remove � U- 30027 Cattaawood 8 I Remove DPPAWN DATE 12/31/14 C-D i2A57 Cottonwood 16 Remove �.. , --- � L. AT THE COMPLET10N OF CONSTRUCTION, ALL TREES SHOULD ONCE AGAIN BE REVIEWED TO EVALUATE THEIR CONDITION. LAND CLEARING AND REMOVAL OF ADJACENT TREES CAN EXPOSE PREVIOUSLY PN-6666A SHEET �� 50028 1 Cotton,%mod 8 1 lie—move - WI RING CONSTRUCTION. I . " 2 "� IR . . 11 � I 1. � k , 1, I . �� 12458 Cottonwood 25 Remove 30029 I Cottonwood 9 I Remove Ck: , . . . . . = 1.2459 1 cottonwood� 1:1 Remove . I Cn I �:c C070 1< - ____j I I I I ....................�... ........ 0 LLI Z m >. D W > uj Cc j \ \ I Z CL > z LE IL Z \ '\ / \ / O cg 45 iz rw- cn L Q CK m uj go E Z C14-q vt* r"01 i WO m N Z, Lu Lu All vt7- CD C;a uj WAT7 _L_ WAT C3 C> In ' Z. U) z U, ,AVAT WAT L;j Lo _WATW :7 os WAT WATj i ' j ;! I. I 1 \ \\ 1j- WAT♦ WAT WAT WAT WAT cf) z 0 Lj c, Y r, (f) (n CL um: Lu LL pis Z = PARKWAY /I SAN —SAN 57m L S� S. slu STM— STU Sok 7 Ln ui V DISTURBANCE C:) Y) BOUNDARY = C> L4r) CD LLI It V CD =3 lk Ci- CD V-7 N11 c1\1 cf) Is/ _A7 x, LLJ Ni' ` t, �• i I 1 ` 1 1 }. I 1 %` t' ' ' �' �+!'` \ \ \\ li�� i I \ \ ♦ • \ r j[I \ \�X 4i cn 4 v Z. rg� cif L> f LL_ 16 10�1 N \ I { I t cm it 1l 1 i\I I I{ i I l iIlj'''!1, �,�. 1, ,; ' \\ I't a \I''�` ,\ \ > \ � l1 tt\ t f 1 y �` `, \, — EXISTING TREE AREA 7. saw It TREES NOT SURVEYED Zv 1p 00, IN THIS AREA) tow J'll REMOVE EXISTING % _j AC AND CURB V SEE SHEET C072 FOR N V RETAINING WALL DETAILS \\ \\ \\ '� �J%j \ \ kkkk 0 It w V \\ . C-4 I �) ; ; I { ;- I I i I_ REMOVE LIGHT POLE VEGETATED CORRIDOR ADJUSTED , i `` / ��1�`� / / 1 � 'f V O { I i ' E T--= t , L :=.,' 1. ( \� \\��\� / BOUNDARY PER CWS AC SAWCUT -0000,8 K, SPL NO. 13 AC AND CURB r REMOVE EXISTING I-A OVE AC-��_� uj J )I& L - --------- a. ----------- 7 ZEE- ROCK RETAINING 77 WALL . �__— � " ` � ��`� -- = \� �\\�\\\ c—� � `i i Iv- 1 \F / � a LEGEND EXISTING GROUND CONTOUR (1 Fr) EXISTING GROUND CONTOUR (5 FT) __1OO_ FINISHED GRADE CONTOUR (1 FT) DESIGNED BY: AHH/MTS FINISHED GRADE CONTOUR (5 Fr) 100 DRAWN BY: DS/WrS CHECKED BY. AHH DISTURBED AREA SCkE- AS NOTED EXISTING TREES TO REMAIN EXISTING TREES TO REMAIN x AC SAWCUT LINE OEM CURB TO BE REMOVED Aw MV Aw My Aw MY CD y I TREE PROTECTION FENCE ------ RENEWAL DATE: 6/30/15 REVISIONS AC REMOVE C-i SCALE 1" 30 FEET c co co 30 0 12 18 24 30 JOB NUMBER 3282 SHEET 71 C07 1 Z L WU > W - in _ - U Z a J END ULTRA LOC WAIL z TW: 274.50 BW' 27I.8fl a z - J 14835 SW 72nd Avenue a a Portland,Oregon 97224 GRAVITY ULTRA-BLOCK WALL . Tet.(503}$98-8445 Fax.X50 }g4i-9291 TYPICAL C�}111STRUCT1t3N DETAIL E z = a - C-3 aqq- v J 4J -M3 iV C 5 01 0y W O 3 C3 `` y -= 4 BLOCKS MAXIMUM HEIGHT '� M00 _ W U. t - t` ' ;• / BW. 267.10 f >W 274.54 / in 274.54 W ... TW BW: 266.05 O cn BW: 267.09 O _ TW: 74.50 A. O Bw: 267.97 •: •tUJ - IL % N st: I Q -° �C .-':� F(I � / -• Granular Backfill Compacted `�'-• ''.z'': "' to 95%of Standard Proctor NA '1. ;�, } 1 91t Maximum •�.;::;.: : `• Maximum Density O i !`. Wall 1 f ! Wall Height(H) Limit of Excavation ,'' '- �,! / ;;,• (Contractor Responsible Z for Stable Backcut) _ TW: 274.54 I'. DISTURBANCE ` BW: 269.09 BOUNDARY -; - _ y , t / Minimum Embedment ' , j 280 2$0 Depth-12 in .,r s OP OF VALL 4"Perforated PVC Drain Wrapped in Mirafi 14oiv _ FINISH GRA E 2. Fabric or Approved Equivalent TOP FACE WALL Competent Native Materials or Engineered Flit �• j t j t I Orin:thick Crushed Aggrega Leveling Pad Q 0+301 9.0' MAX OSED WALL HEIGHT TW: 274,50 t `, WITH VER11CO L BATTER BW, 268.57 y t t 1.'::' 1 ` ;- BA OF OSED WALL a t ,t 1 1` - ti l Notes: ' •�- .� . .; � 270 270 = 1. GeoPacifc should review su rade soils. Base of wall should be supported Pported on stiff native soilsor engineered Z'ilt. R ' 2. Use Ultra-block or similar product 2.5 x 2.5 x 5-foot t bl ` • p 0 blocks. N •is ,i ::� j t � � i ' i t. ; ! I Exls NG SUR ACE r` a _ 3. Leveling pad and any additional drainage materials should consist of 3t4-0 i. -- ;' ,- _ -_`'_`' , I crushed aggregate. TW: 274.50 1 I ` ' I +. i 4. Backfill behind the wall should consist of 314"-0 crushed aggregate or other ,� 1;; _ ;. BW: 269.18 1 !,•.- i_ M i i I j materials pre-approved� -,' granular p pproved by GeoPacrftc. 260 260 ', 0+00 0+10 0+20 0+30 TW: 274.5 TW. 7 .50 ULEABI&K WALL INSTALL 6' BLACK`VINYL'CHAIN LINK ; i. BW: 269.94 BW: 268.92 TW 274,8 Project: Lee Office Building Project No.01-7231 FIGURE 1 SECTION A•-A Tigard, Oregon o FENCE ON WALL PER DETAIL (SEEBW: 267!51 ., HORZ: 1"= 30' SITE DETAILS). FENCE CONNECTION I- --•-. I " TO WALL DESIGN TO BE PROVIDED - i i i ., VERT. 1"= 15 BY CONTRACTOR TO PROJECT 1 \ _ ENGINEER FOR APPROVAL TW: 274.50 ` ADJUSTED z BW: 267.76 VEGETATED CORRIDOR ` V BOUNDARY PER CWS _a. t t. . 13 0000 SPL NO 78 _ W \,1L..274-50 �,. •` BW: 269.34 V. lop ,f 'i• - t BEGIN ULTRABLOCK WALL i 1 TW: 274.50 U rJ BW: 273.46min= lim= ■ UJ LEGEND TW - TOP FACE OF WALL ELEVATION BW - BASE OF EXPOSED WALL SCALE 1" = 10 FEET DESIGNED BY: AHH MTS ELEVATION 6P NOTE: MAXIMUM RETAINING WALL 10 0 4 6 6 10 NECK M NECKBY 13Y: MH EXPOSED HEIGHT IS 9.0 FT SCALE: As NOTED DATE://,/X-/-7 _ � P PES ' _ ORMN N gyp. U fR �•1j�" RENEWAL DATE: 5/30/15 O REVISIONS c.� 3 _ a N f` O ' U JOB NUMBER CN 4; 3282 ti z SHEET Q 0072 0 W Z w - "i— — —WAT-- ' } F.., . N --WAj_ — _ _ ._.,_ — — — — — W ,01._ n � �WAT'— --WAT-- —WAT— —WAT-"- —W� ""� W } t ' a � i 0 W 1 s SW I — — —SAW—— — I — JV z a i 68TH PARKWAY ` sAr1— -7- -SAN--- -SAP,— ..<- - - - -SAN_.. .-- — — . 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'1 i \ ^X I »... im; __..___. s x..^ .rs (� ((I I 11 II ! 4 y" g y � rFa; ' T ' '3 '�'r ' ` `9 , I WALKWAY STRIPING PER 19.00--� A ;lic �y�k��I RA � ,� k��1 � ��; *_. ;` � c^`�, .IIt (IIIII ' ,; *`� `.T # ' ., . l Y.r - ��',� \'.� 1,:. .1 I j, STRIPING DETAIL (TYP) -il�1i 4.00 .` 1 if 11 I I � 1�{_ . d { s f}w i -c� ar"r, f--t}tEI \\\ ��' `\\ _ _ I I' ( ! 17 ( ad I } j 3 I'. XIS3Z P M1',LL I ^ l a 11 /n11 .L 11Y' �' \� ,� i ! i Sk.F_ ; y ��y�gg,py�� ?. SyKy�',�-,\'. tbl i' ' '-� \/� s, I I 1 ftl Y17 Yf Y Yh f � A:`i. \. Int N -< s,q'§-Y' }.st' ?"y= ' �-,,,? I - ' - \'\ ` If r ; I�t 1 `s `j.�':�+ .�. - i ,5,. x '„*5 .rr =X�.it { � \ \ 11I if I II � 9 � _ \I\� 1\ \, i I, 1 ! '�C' ; w-xt x'k.2 F ,'" 74: - ' Y• ''\ \ ix I \ �� r ! mat , r ,,�>k: it II I --., 1 t �C� � O I i. \ Zj ff# I I as.-- ISI f�it � � ';t '. I jj RESTRIPE EXISTING PARKING z� � 'k `{'� . } , I :.; \ \ 94 I.1 = ter ' - s �f`.h3-Y y - �+r ,..I �a, •:.;+...•. \ �c �l SPACE CONFIGURATION WITH '; 1, q Fyfs < F4 ih ',.' ,�''`, - ►i 4 WIDE PAINTED STRIPES I `.I I. �; �, z �� sR &4 \ \1 '\ I I },tf :.«c F ,}: -fig k rr '+,,,,,• n '{nxt ;�� \ ' 935 37 11 11 ,! I ' i'�1-h'r ,s , -'fir ,mss.. 'I I -r4 I „3- 7,_ � 41i'l S 1 \ - 1 '. .._. _�: C6 ,� .; Z I...� .-. . \ X \ i �) I �' -•I - q;�, y"}p, yR'� q .9,�'•• v:4iY cx ;xt _ -a1 * \ V` \ Ij I R3 00 o ` ;i; �, - \ \ I - I N f s n7c ,s'"'£ J r i'-l• - ' \ I .li i•00. '' C�C'F. ( �5.� i. .i rW _ S,A „Z.� _ _ ,� [+ \ .r}•9:,z-. w s .�, d-, q"4L+ -�. '� - _ - ADJUSTED \ ,. - _ .S's M, \ 3 a y:.. y. A k ' 1 "' % / ;. ..,i :#... S T...: 3a a z. k .R,. 9 \ x... , .: VEGETATED CORRI OR f D y ,.., ..:. . -. , ,. r . z K 4 S :a; a a. .,>, s - �. �. , a - . ,r. , , Dr - _....::.. .. ... _ _.... ., ... ... ._ ,. .. , l .... .0 , n ...=..,s..x v. ,r, \r.' Ot. a _ s r- _ __ - _ .� _, ;, - �, Y 2* BOUND PER W K. .>Y+n.,, J 5Q• AR C S \ .. ... __ j��t Q ---} �} : , 17: ---- ,, - . - SPL . 13 000011 s�. K � t' 8 _ ._... _ . 'cy' .... ..._ ,. - .. .- .> :ter.-2 i" , , a M "E Ab a :"- .; �' g _r �. / r 1 +L L - I V U , 83.- x n f 5 'S _ 1 WCUT �� 9 -� 1 w <.S 30 - .�.. .00"' r'.. .t ,'Y -r F. .k t' .x'. iy d` ._Cti h + h:� 5 s c. >-r r. - 'Yr"z' .. �Mz .. r df f. 1rrr. � � - ds u x 'w. .rte- 'u. - .i, rY'' _.. Y :'Sx MATCH EXISTING _� _ 1. 1. _ _ H EXI GAC ._.. �..� _ � r.:.. . .< ,� ... . . . �: \ 1 kn. a " - �. }� .a1 _ ,-g x •.. - .Mn• i �'5x .. _TR -a s r , PAVE40 MENT _. . _ MEN '"� • � � =: ' 414(D 0 s. l �\ ) +3- -a ti:. , : , ,,, .. :. , ; „` 15' WIDE SWINGING GATE \_ULTRABLOCK RETAINING % \\ - i :' . (2-7.5' PANELS PER DETAIL) WALL '\ } '' I WITH KNOX LOCK 20 WOE GRAVEL TURNAROUND0 \\ . . __ ------- -!" \ ____ I - n. - - . 444 \ T__t % `--If 26' PAVED PARKING ACCESS 20' WIDE GRAVEL ACCESS ROAD \\\ \_o%�e CZ4 -0 - I ; i �\\ DESIGNED BY: AHH MTS I `\ DRAWN BY: DS MTS CHECKED BY: AhI: . SCALE: AS NOTED . DATE: f.- /-/-? 4 ORECOR � LEGEND <",�. 'waRr,e NOTES. 11 fR H,a o ALL CURB TO BE TYPE "C' CURB PER DETAIL \` =.,;- GRAVEL ACCESS ROAD RENEWAL DATE: 8/30/15 REVISIONS z � 11 NEW HMAC (PER PAVEMENT Fir ,. . : v:;r-i.>:,. , SECTION DETAIL) SCALE 1 = 20 FEET ci ® STRIPING DETAIL)STRIPINGC, - WALKWAY (PER 1 � C12 20 0 e 12 i& ED JOB NUMBER C14C INDICATES COMPACT STALL 3282 O z SHEET Ln . ci 00 .................................. ............... ---_-- ................ 0 UJ > ul �WAT WkT WAT WAT WAT WAT_ WAT -\WAT WX 6_1 -war- WAT WAT ui IL + two In J � -' o cr_ 144 -SAN- SAN- -SAN- _SAN_ _SAN SW 68TH PARKWAY c-D C) 10 E Z Cw CD u_j m s-m- - - -ST"- S-M 0 L _ sTm- -sv- sw Ll L -SN- -SN STM Lu _"67 ZVI Z uj ............ cn 0 U) ej C,->, v LLJ io_ ...1� - - V __7 cf) t= C) 3c Z 0 v En En a-ILL- ui IL opw ----------------------- --------------------------------------------------------- ......... SCALE 1" 20 FEET Z >m END GRAVEL ACCESS IMPRO 2D 0 8 12 16 20 STA 6+29.50 ACCESS ROAD BC: 294.74 B .8 ,BG: 294.9 Q 294.69 -_29 \N CD 7- c) CD Of sn 8C- 294 79 oR i ��C- 295.33 CD ')94 cn C:) A BCC: Z :U At cn F CN RIC IFAWMENT PER DETAIL 9 ......... RIM: 273.59 a.2 ............ ------- V) RIM: 271.15 =UEN7.UN-M, -Ne 0; LLj 'A _j �- 1 295.33 LL. Irs a --m T- J. N REA LLJ 7.-4, --,fUTURE ADA STALLS 7T. - co :-,_=::::,...„..m-, ifl P --fi 295.33 r --f j .:1 ............. 295.33 ;2-4. L BC- 295 J X cn ........... . .... LL_ 295.33 cf) o E!<;; S.'"I moi' .. ..H... cm V EfT .;7'- ff' 295.33 IN. .......... ................ .............. A ............ - - 4 s ...................... --------------------------- C14 ......................... --------------- _; _z tFH. 272.0 �R�� CD 20' ACCESS LEGEND: EASEMENT fu TO BENEFIT ------- EG: EXISTING GRADE TAX LOT ........... RIM: RIM ELEVA11ON ............... 2400 ------- V-. log RIM: 272.82 ST. STAIRS ELEVATION i. CURB FLUSH WITH AC io=a EXBC: EXISTING BOTTOM FACE OF CURB ELEVATION T: 2 &Q 9 W'294.79 -ST- 98.84 1 1 (GB) BC: BOTTOM FACE OF CURB ELEVATION A EXIJC: 299. �1�a FG: FINAL GRADE 3 t] itRJC: 29 -BQ 5.81 295.33 294.60 GB: GRADE BREAK 295 W" wpm gr. gg C: 295.23 ..W SEE SHEET C072 FOR Q 294-451;,.. EXEC: 299.16--/" T. BG. 295.33 rr�,pnz5r,��" ..:::. ULTRABLOCK WALL DETAILS 295.0 %Mt.ZI-Alr�jKgrOR. jLn .-AZT ST: 298.84 --,44BC- (n 295.3WEE mr VALLEY LINE (TYP) g NOTES: M 213- 1. CONTRACTOR SHALL VERIFY FIELD CONDITIONS TO ENSURE THAT MINIMUM ADA 'R'M it STANDARDS ARE MET FOR FUTURE ADA STALLS DURING CONSTRUCTION. s I I <7,-- e, 2. USE SPOT ELEVATIONS FOR FUTURE ADA ACCESSIBLE AREA AS INDICATED ON THIS PLAN. A N "umv- y 3. CONTRACTOR SHALL PROVIDE DRAINAGE TO ALL CATCH BASINS. > 'trig; P2- Lu 295.00 4. THE TOP OF CURB ELEVATION IS 0.6 HIGHER THAN BOTTOM OF CURB ELEVATION UNLESS OTHERWISE NOTED. }-, ZIM, 300.72 R fj EG/8C. Lu 2 BC: MATCH EXIST e C:' 296. 29-5.15 BC: 301.72 BC: 295.33 -eeSC: 296,56. �i, __ ; IJ BC. 301.97 BC. 295.17 j it '-BC: 294.84 2 6.92 BC: 301.99 M: 27 .62 20 BIC. 301.83 29364-:1 RI Von" '5'.-A2 ztM M: 293 54 S. ---------------------------- L BEGN PARKING ARV • • MATCH EXISTINGM: 5 • STA 0+97.50 AC 'Q ROOD 5.75 r. An 5.54 ELEV. 302.TIR \ rou PARKING AREA L.L3 BC. 300.51 BEGIN GRAVEL ACCESS IMPROVEMENTS EG/BC.' 30170 / B 1 BC' 293.647 STA 1+84.00 ACCESS ROAD 0 40 DESIGNED BY. AHH/MTS -MATCH EXISTING DRAWN BY: DS MTS ------------------------------------ SCALE: AS NOTED DATE: 11_-1,44-1 oFj= RENEWAL DATE: 6/30/15 CD REVISIONS Clip JOB NUMBER 3282 SHEET WAT �-W AT�- - �-WAT -�WA WAT �- 71 Cl01 Zit - 0 W Z_ m W > W !H N V Q C7 W Za Zoc IL c� Q ^� I=*- U �� = z N w V W � 4MN C W Z cs Q Cf N z Uzi � c,,,' 0 ..a,0 W LAi Q �c'nc�n W Y. Q - PM STA:1+11.04 Z PVI El FV. K:3.50 LVC:15.47 320 320 L I ) W _ CD o QCD 0 N gyp.,, M coo' C 310 �,�; + ~' ui 310 z m� �> o , t§� a CN N O — - a EXIS1 NG GROUND © �' AT NTERLINE 300 '-I 300Pyl +190 14 LiJ yr•. — —! -- _ ———— PVI ELEV.-275. 5 VI STA:5+09.63 Z �■i� J -- — K:4.32 = I-i- sPM F1 FV.979 19 r F a UU K:15.68 290LLJ � � W LO PNT STA:3+ 3.i4 LVC:65.00 0 1 '� LO PNT ELEV.2 5.05 290 LO PNT ELEY:272,46 r. r- 280- N 280 I— m� cn FINISH ADE —— >' ' 'U uj AT CEN1 ERLINECD U U w M a _ N _ 270- + _-- _- ..--- - -- 270 V ccn z w z m En wIcncn 260 ~ a 260 a. w C) uQy U.1 C" co 250 V)La 250 = uj M M M +- G 00 �� N Qj """ M n N Lo .N.. N •-• •- L y N G'-D� t[9 r j ca r j to 0�0 pct .�� M 00 �f�3 Cf LLN71 p w W M � GV r.. cd .: OD Q h+ 'i d d Q O �? c5 pj ai CV O cV cv N nj M r'i M d r-5 •et t t M M M M � Obi Qhl � rnp cn co X00 p h (� h h hn h r., hh h r„ c0h h h hn h h hh n h hn h h 3 M � � N N N N N N N N N C4 N �y N N N N N N N N N N N C,� N N N N N N N N N Cy N N N N N N 0+60 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 6+75 _ crm ACCESS ROAD �. HORZ: 1"= 20' Lu VER: 1'= 10' ALL PROFILE ELEVATIONS BASED ON CENTERLINE UNLESS OTHERWISE NOTED 0 , 0 m w L Q Z 13.0' VARIES 13.0'-15.3' 20.00' DESIGNED BY: AHH MTS DRAWN BY; DS MTS 2:1 MAX 2:1 MAX 2x 2z 2x 2x AHH �'' "'--- 2:1 MAX 2:1 MAX CHEM BY: nxrr AS NC.cL'- 2' OF 3/4'-0 CRUSHED ROCK OVER DATE: NOT TO SCALE 8' OF 1 1/2'-0 CRUSHED ROCK OVER NOT TO SCALE AC SECTION PER DETAIL MIRAFI 500x WOVEN GEOTEXTILE OR EQUAL OVER COMPACTED SUBGRADE PES AC SECTION GRAVEL ACCESS VALLEY SECTION OMWN STA 0+97.50 - STA 1+84.00 ACCESS ROAD STA 1+84.00 - 6+29.50 ACCESS ROADCN RENEWAL DATE: 6/30/15 REVISIONS a v - N JOB NUMBER M w ' 3282 J W SHEET Cl 02____j (3 W z m W V > W � F N U Q a W ? a z cn CL Z 1/8' R �� 1/2• R � � g o m /R s D U IX Q1 V.7 OS E V _z O Q}tt7 p+ ¢` ri C-4 r ya o o c) W Lij } a • D PAVEMENT - a czn a # W LL -- CC. � D D Q d 36• TYP. M D d > O N C w ACCESS AISLE UJ a 4`-WIDE PAINTED 3' MIN. THICKNESS, COMPACTED WHITE STRIPES o J - GRANULAR BASEROCK2' O.C. O o W 4`oil 9 SECTION CURB END (45' TAPER) TYP CONTRACTION JOINT _ a 0 15' MAX INTERVALS a (J7 z TOP OF CURB=FlNISH GRADE 6=_0• W 3 (TC--FG) J s d A D d s s s � D 6 D d d D � - d PAVEMENT, ° G� NOMI{1Aj DIA MATERIAL 1. ALL FITTINGS, FASTENERS, & AND FABRIC TIES SHALL BE HOT DIP GALY. SIDEWALK OR GUTTER LINE MEMBER Q 2 CONC SHALL BE MIN 2500 PSI O 28 DAYS. DRIVEWAY ' C BRACE RAIL 1.660 GALV TUBULAR STL ELEVATION GATE FRAME 2.00 GALV TUBULAR STL 3. PROVIDE BRACE RAIL BETWEEN END POSTS AND LINE POSTS. LENGTHS AS Q • LINE POSTS 2.375 GALV TUBULAR STL REO'D. CD END do CORNER POST 2.875 GALV TUBULAR STL 4. PROVIDE GATE STOPS AND DROP RECEIVERS SET IN CONCRETE, EACH GATE. — CHAIN LINK FABRIC 9 GA. W/GREEN OR BLACK cn STRIPE ANGLE ORIENTATION FOR I PVC COATING. 5. PROVIDE EXTENSION ARMS ON UNE, END AND CORNER POSTS & GATE POSTS FIELD LAYOUT GATE QPfNING NOM�IAI. DIA MATERIAL AS REO'D. O NTS [[� �N)) GALV 6. PROVIDE SIGHT OBSCURING SLATS 1MTH ALL WASTEWATER PUMP STATIONS. GATE POST 12' OR 15' 4 TUBULAR STL 7. CENTER BRACE RAIL NOT REQUIRED WITH FENCE HEIGHT OF 5' OR LESS. NOTES: & ALL POSTS AND RAILS M MATCH FENCE COLOR. 1. A CONTRACTION JOINT SHALL BE PLACED ALONG AND OVER WEEP HOLE THROUGH THE SIDEWALK. 2. ALL CONCRETE SHALL BE 3300 PSI 0 28 DAYS. RACE POSTS UNE POST TWISTED AND BARBED SELVAGE BRACE POST N TYPE C CURB DETAIL STRIPING DETAIL END, GATE OR CORNER POST FULL POST O~ NTS NTStiTOP RAIL f w f o ' k TOP RAIL .rr SLEEVES ;C,. FABRIC BAND x*k r` rX -1 1 w �� '> 1 , e ,. r xj` CHAIN LINK FABRIC CHER BAR , , L 1 BRACE RAILK a S`v? o BRACE RAIL K f ulTENSION ` TRUSS ROD • k TRUSS ROD r WARE77 % -:`... ........+7?.•%1;:. 1�%:::%sal � � � � .. i...•. ,.r,. :r-.r.i,?'-.-.. iY,� j /,r.:u r. .r,..;i. `.t.'J '�r/• -a = x: h _ TWISTED AND :• i _ ' BARBED < SELVAGE h - TOP HINGE 12' OR 15' AS SPECIFIED (ISO- SWING) k / CHAIN LINK FABRIC ' Y; x ✓ c �rx - - ry'?Ci.y �'�.} X X ti,Y�✓.� Y- a�)Y\ Kr ''{rV+` ?2' ,�`�(j y�F xYk✓ � �vtit�t 'k a ,!n.�. .0 " �fcr ��yy. ti �•l � l q�Y� ajy'y•X �.xy YVX� Y l Y,,, ✓l� ( © W 4• Srx' ' xX FA8r�R ' ck �TRUSSf r CIO „ TRETCHER p W •` �,�`,��`,?, �`:,��BATED i�c,�` y}X`' R0f' �'� � in 1, %' k {-.rC k n a �� -:��'' f %.X��.r� f�x 1� �•. -�f`�,i;% '�'"'�'v _ 25 AC PAVEMENT (COMPACT TO 917./927. PER RICE STANDARD METHOD) K � K Q t �r BOTTOM HINGE '' u 1 12" ROUND SECTION (ISO- SWING) W �:: '� 12" ROUND SECTION ''`• :?;iq SEE SITE PLANT >; 12" ROUND SECTION 2' OF 3/4`-O CRUSHED AGGREGATE BASE (LEVELING COURSE) 00 (COMPACT TO 957. OF MODIFIED PROCTOR AASHTO T-180) i� �t�a `a'` "'•a'``": ``�' r r PER PIAN 6. OF ) 1/2"-0 CRUSHED AGGREGATE BASE `�' ' ` , CHAIN LINK FENCE AND GATE (COMPACT TO 95% OF MODIFIED PROCTOR AASHTO T-180) }� - 4 `i i Al _ COMPACTED SUBGRADE 4• (COMPACT TO 95% OF MODIFIED PROCTOR AASHTO T-180) 4` OF 3/4`-0` CRUSHED ROCK OMPACTED SUBGRADE DESIGNED BY- AHH M T NOTES: A py (] �y DRAWN H DS'Swi- 1. CONTRACTOR TO CONFORM TO RECOMMENDATIONS GEOTECHNICAL REPORT PREPARED BY GEOPACIFlC ENGINEERING, CHECKED BY: ti h INC DATED JUNE 4, 2013. , at-� 5 2. THE PLACING OF ASPHALT CONCRETE WILL BE PERMITTED ONLY DURING DRY WEATHER AND WHEN THE AMBIENT a'i.E_- A' ''t±O TEMPERATURE IS RISING AND IS EQUAL TO OR GREATER THAN SHOWN IN THE TABLE OF MINIMUM AMBIENT DATE. TEMPERATURES_. p - 3. ASPHALT CONCRETE SHALL BE PLACED ON A DRY PREPARED SURFACE. 4. TACK COAT SHALL BE APPLIED AGAINST FACE EDGE OF CURB & AROUND MANHOLE CASTING & OTHER EXPOSED V _ STRUCTURES BEFORE PAVING. - 5. ASPHALT EDGES, AFTER ASPHALT CONCRETE HAS BEEN PLACED, SHALL BE SAND SEALED. NOTES: 6. ADDITIONAL MEASURES MAY BE NECESSARY (AS DETERMINED BY PROJECT GEOTECHNICAL ENGINEER) IF 1. CONCRETE SHALL BE 3300 PSI AT 28 DAYS. TESTING INFORMATION SHALL BE MADE AVAILABLE AT oa�cox CONSTRUCTION OCCURS DURING WET WEATHER. PROJECT ENGINEER'S REQUEST: f '� 7. NO PONDING OF WATER IS ACCEPTABLE ON THE FINISHED AC. ��' `�R'1 Qv 2 PANELS SHALL BE 5 FEET LONG WITH EXPANSION JOINT (MIN. 3/4 THICK PREMOL.DED BITUMINOUS 4R H• ► MINIMUM AMBIENT TEMPERATURES MATERIAL) SPACING NOT TO EXCEED 45 FEET AND PLACED AT SIDES OF DRIVEWAY APPROACHES, U11UTY RENEWAL DATE: 6/30f15 o NOMINAL SPECIFIED COMPACTED VAULTS AND WHEELCHAIR RAMPS. 5 THICKNESS OF INDIVIDUAL COURSES WEARING COURSES ALL OTHER COURSES 3. BASE ROCK SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER AASHTO T-99 (ASTM D 698). REVISIONS LESS THAN 2' 60 DEGREES F 60 DEGREES CONTRACTOR SHALL CONTACT PROJECT GEOTECHNICAL ENGINEER FOR SUBGRADE INSPEC11ON PRIOR TO a 2• AND OVER 40 DEGREES 40 DEGREES F PLACING AGGREGATE BASE. 0 ca v - JOB NUMBER W PAVEMENT SECTION DETAIL SIDEWALK DETAIL 3282 J ir. z NTS NTS SHEET Q Cl 03 z iM W > W • Rn _ V l� Q 0 W -•� (� z a I I i2'min.past lest riser no*q � Z v Q N F1 V red. Risers R wrd mum Mwdnw 8�f no16 4 TWO RAIL HANDRAIL o z l Treads T III NIA Sao general note 4 to o= Q _ t- Pedestrian shown, ,3 rani♦ Handrail heir #f S4' 38` nreasvred bom bap d treat nosing tit top d hazd�l ' —« Ver.-e'min. naso r fl a p rn J 2 roti spawn,3 raY o i=Utish grade ,�. iy, see General note 9 AUorrei, c» .. t 34'min. r to 18'max Top reg T`- arles �2%ma'c p ? 1Hler •` H v met p � �v 1 1� o;• �Cis,Si "'saj � m � . -�.� ' , Bottom teff r Spgoe � O M c��i c W t'C 4� Bt dawn option = - - - - - - - - - - -— o o Z W where req'd E +�; �_` A41 Pedestrian handrail i' Finish Yar.(Sae pleris} ish 6'1 p 3 w L p •'1 2 rag shown,3 rag optiatial, grad de .I" ' End Pod Finish grade Urfa poet ? -i-i �N= e'max qr.lo cur. 1'ti min x C see gene nota 9 JkF16 y� M �'__ 3 z p ,Pt a .-rn rn Cl-� � W U. �` •f •y 9NPPtrG f� Dlrectian of traffic Boll down option ¢ � when handrdl la placed Q1 lilaCl6at�rMivy bars,l2'ctr.to W. 1 ar'41i66'8rafldafd---� +6' J r Or ;:`(1l4rlch}rpuede ! • s)grrarsor t5dtnd Win. to r 05 flats iT - 4.: ---i� ivy bare. -�'-� --'= � _ = SEDE VEEW SIDE VIEW � FRONT VIEW � � � R ge ,-I°� T oerdered -:._.� (ON GRADE) (ON STRUCTURE) tv in E NS bars 'r .r.. �. Poe general note 4 (2•def) •r'. •� a5 beta.l2'cur.to qr. ) ,�`�--- Moi.hodaortlai distance 0 post bye no lase broad depth M5 bars.24'ar.to cxr. THREE RAIL HANDRAIL p O A rsham Y--�`�. SECTION A-A max moLt`� 4 v . •1 c,• •H varies -++ Var.-W min. Top� :� 8'mkt, 34 min C ( 1 10160max - - O 38'max, (� v a[}c� M14:1 rag - - - - - SpRca >f5 bars.24`tit to tit. rrz��,: ! 5'rad, ' SECTION ON CENTERLINE �� ,� — % preformed Finish gradep {Sae purls) Boa down option = =Im /-BOW re® ! c� ' :---Tmaxmin Finish Finish � - - - - - -grade - - -— iy `gib � �, -•', '�� y,�- m� gratia zlCn End post Finish grade t.kle Post Use at Riser • where req'd, t Direction ottraffic i Bast down option nosing �•i2'-� when hsrrdrsg is placed w tits deer mrla, 2'min. Visuagy cc,rttra sing ship sones � t'"'�-Comate p�Wtdation L1-J the fug width d the tread nose. .; a • (Sae general nob 10) (T ) a 15 iia fou (�� s NIAME38E!@OafD+RE.-- --- • GENERAL NOTES FOR ALL DETAILS: --- _--_ -.�.� -- ----- 1 not - - Gucaooutio NIA_ nt3+carr 29JUN,2009AWnsw 2012 Q I. Details era based on llRtlad Stades Access Hoard Standards. rVC7fE ouuenro,.ear Nar>= N ami ..r.ar..rr+h r+r e.n.amb.ro.e� M5 bars tread shoe *h:12• (SIDE VIE E) (ON STRUCTURE) N FRONT VIEW The ssisctlon endues dCtb OREGON STANDARD DRAWINGS I 2. MMdmum vartlrsl rise bONW finish grade d isndirrpe"be 12'. ON GRADE) - dem —L 3. Number d steps varies. Round edges of steps and a!other a p3u d edges to-i4'radius, The se+�lon and„as do tff OREGON STANDARD DRAWINGS (see canard note 4) GENERAL NOTES FOR ALL DETAILS: StatDm ,,h*doWW„d * 4. A#risers fn a stair ltight shell be the acme height Susnolord Dtawlrrg,wtrdte d'a&j rW 1.Handrail details are based on United States Access Board Standards. In accordance wtM gerwaly WPEDESTAU4N HANDRAIL Q red, AN treads in a stair Hight shag be the ewe depth. In sc�condionas whip gonalaty 2.See SIA Org.80771 for details not shown. accephtdonghowftph ane F _C - 5, Herxks>l height(H}to be constant wltW a stair light CONCRETE STAIRWAY 73 8.Ali concrete shall be commercial grade eancrew a p�pp p 4.Hour agalvarda varies, all metal parts ad6erfebrlt�lian. abRyof>to rmerend NoWd not 2008 7. A6 reintordrlg sleet 49D be placed a ndnirrstrtrt d 2'deer d rteatttat taxa d concrete unless otherwise shown or Pte'la the note rseporr- 4 Bandon vaned,sea plena be used»rflrorrt aorseuitfnp a rvEruxs+ p t'�,`max • O* um and shoW not 2008 a Mandrall height"shall be constant withiri a run. n0�' reedd wf�tori[ a w,e asv ocserlr+rror, a carte retie ahHIC ooneriietdel grad rasceta R�°'ed , tM01s - B. Sae Std.Drg.RD7201br sidewalk details. C) 9. Soo$W.DW.RD770 8r RD771 iter pedestrim Mocirell detaHa. fired Pro arw evince►• ,°'M Izvow eru,rorrs 7..See Std.Drg.RD120*w roseate stairway. CM - DETAIL OF TREADS 10.Pro Idle palntad cotnAng strip(color aha!be safety yeilorr),a approved equal. E1MeCtive Date=June 19 2013-November 30,2013 RD770 Effective Onto:June 1,2013•November 30,2013 RD120 T s~j �• r Q � �-�- 0 a 1 i r i I a ! /-WdIL hole 11.'d3. hob tE On bottom po u at top red on�g bP tt Typ. MR an poet F ---------- ---l----- -------- --- ---------- Top -- -----Top reg — — 1 i ------ MATERIAL TABLES r , I Top reit r Typ. l rUj Ott'dla drain hole STEEL.PIPE ROUND �' Tom' y,,,• (Typ.} POST a RAIL MEMBERS SPUN BAR Typ. %. l NOM.DIA. SCH. O.D. LD. 0.01 010 I i Typ' tc'All dia. holes ( I or I 40 1.860" law 1W I G thru poet --t i bottom rag tuft` 10 lAW 1.682' 1 . 0 E f4'dla.how i a — _ 40 1.800' 1.61 it STAIRA D HANDRAIL CQ STRUC II I NATES. a thru ' i Middle� _ �_ _-r--- _- - i sr 1. STAIR YNDTH TO BE 5' (INSIDE CURB EDGE) INSTEAD OF 6'. �.- SQUARE STRUCTURAL STEEL TUBING SQUARE POST&RAI-MEMOM sPUCEanR f ; routside Dimensions w nun outside Dimensions 2 RISER HEIGHT TO BE 6 AND TREAD WIDTH TO BE 12". , W CIA.drain .drain hole ( t3 1 3. HANDRAIL TO BE THREE RAIL STYLE. _ Wxrd�noba ��) 1'4•x t+.1.' r . tirnr tlonath Of rags r-*•+�2 - tE W dla holes I ` thru bottom of rage WELD DETAILS WELD DETAILS FOR STEEL TUBING FOR STEEL PIPE GENERAL NOTES FOR ALL DETAILS: 1.Handrail details aro based an United Stades Access Board Slandarde. DESIGNED BY: AHH TTS ' 2 Sam materials hon tables.Poets and rags shag be Identical material. W�•drain hole Swaraai areal Ming epee conform ID ASTM apedne�Ion A5o0, grade B. tj 414 BY: i I through�� Handrei poet &Posts shall be vertical.The top r�all shall be continuous oust a mMmxn of bvo postai. �- er4.On structure,the MOV shed conbrm to the vsa kW alignment of the structure. CHECKED BY: AHH 3r—��•—3• r � Rata shall have a splice in the past space ocarrrng at cope nsiot)oirda, 1�!.1' r +ft• 4-Wand for troll 4-'d•anchor holt 5.On grade,rats shell have spgcse et intervals nut to araoeed too'. 6.HoWip gelventaa ell metal parts atterfebrkwlon. SME: AS NOTED , 'r•` Hatdregr.See Std Drg.Ro770 for details not shown. DATE: 1,1/ 4, .� ------------ ___---- post N --� s.Sae Std Drg.RD12o for oonarRa stairway. -- --- --WA------- er�irerlrParrr p,lUL12 ---- •.:. t" 1� - •ti,'' .,`�. •-� `�� is trete N nWwld indrwronirnirgif+t6 OrrbrooeulnopwMr '6'-2t)X/h' p1i�h6r N ." a Vr rirretOn,nn 8ur�a sppodbrbx G Bind all edges odor .Concrete struciurs:. . machineswrdmstod gervanixtng to esauro ' Thr aetacrfon and ues aortia OREGON STANDARD DRAWINGS pr fit) %I dais.hole �1YIr'mh. ` Use bording agBf@ OZiE(i01I � from D r'aQPL axeyred 6voraxrprea PEDESTRIAN HANDRAIL DETAILS E',f.'y r p PLAN VIEW SIDEViEW andpnmdm%Isftsolareapon- 6110 yofftwerandahorat not 2008 R A=V&�� Y SPLICE RETAIL ANCHOR PLATE FOR BOLT DOWN OPTION RogbftW j be read without conewting a WE RENEWAL DATE: 6/30/15 3 REVISIONS ca EHectNe Date:June 1,2013-November 30,2013 RD771 0 v r co JOB NUMBER J 3282 ii SHEET 01 04 ---- ---- -- 1 i([ l �l- Cr.Z cc WTH % PRA N Round Aluminum Non-Tapered Pole Wide Throw Horizontal Lam P a KIM LIGHTING revision 10/1/08 • wth.pdf KIM LIGHTING revision 12/26/12 • ki_pra spec.pcifZ Lu Z CL Q / - Type: PARKING AREA Approvals: Type: Approvals: Z v Job: 68TH PARKWAY Job: a p ' Catalog number: a a Z 9 Catalog number: o CC Q U- o .� FM I WTH3 i 250HPS240 I BL I PRA2 0-512 5/ FM / /BL 1 I rn .i- �� Mtg. Fixture Elcmieal Module Finish Options Pale Mounting Structural Luminiare Finish Optional Hinged Optional Duplex t9 O�C to I` Z ISee Prge s Option ease Receptacle Nap " See pages 2 3 UJ s IS u } 1 . Date: See cage: See page 3 -� L See Wge s I Dat@: t'i o `-i ar W �riN c W • Select ole from Kim Arms and Poles Selection Guide.If ole is provided b others indicate O.D.for arm fitting. Page: 1 of 5 � o d o a? a� W U.4 P P P r s g Page:1 of 5 S o o S r••) T Z N Z r C>til Vo•�Y W �/ ' i•1 v1! u.s bib' Specifications Housing: Spun aluminum with three equally spaced '/2' ribs se orated - Pole Cor>strt�tion• Seamless round extruded v W o " Z 0 v ; _- by'/2'vaileys rolled into the housing to a minimum depth of 1/4'.Sidewalls have Specifications --- x '�� 3 W L Post Topaluminum babe of alloy 6063-T6 welded to top 'd` - a maximum 16 of taper, and are free of welds or fasteners. A rollformed and bottom of aluminum base casting of all 356. .;.3 1.[ 1.9a�.a Le 1.7 i.a i.2 D b..9,�i 21'Diameter , �, Mounting g ay � y 150 to 250 Watt aluminum flange is hemmed into the bottom providing support for the reflector =__ g Base Cover': Base has a b&*-piece cast z o ^; k^ module.An internal aluminum casting provides for mounting of the electrical G - .__w P �� 1• i.. 6' LP-1 _ �- '° i'� "-12 �'� EPA: 1,4 module and support for the housing hinge. Conduit - _�____ aluminum full cover of 319 alloy, secured by 1, 4 ,i , , ., a Max. Weight: 38 lb Opening _ stainless steel screws. O . 1 , �•I =',j --, �!- ;� ° _,,,-",.,�=s i 5 i.3 Lens Frame Assembly:One-piece cast aluminum lens frame is attached to the ' X- I i �` housing by a zinc plated cold rolled steel hinge with a stainless steel - Side Arm Pole Cap:A flush-sided cast aluminum pole cap /� -' t.7 b. ', i � .r ii'f' �`24 z��;_ 3., i.5 i.2 pin. Closure is by three self-retained stainless steel screws. A stainless Presswood Mounting is provided far side atm mounted luminaires. V rs steel self-locking stop-arm is provided to hold the housing in the open position Handho�• 18' u from base, with a asketed � W r0Z6.7 6.T i i.3 i i.a�;x' i.2 2 =,•.3 1.3 �.3 .L 3 2.2`1. 13 1.4 ^-tom;•,,, f while servicer .The lens enclosure assembly consists of a on iece 3/*'thick Template p gg. , g y � cover and ground lug. Poles with a 33/e O.D. yr 1; r. 1a 6.9 1. i,3 i _ , • injection molded clear acrylic lens held in a lightly compressed condition include a harldhole reinforcement casting welded - ,-,, , s 1-G .D 1.9 i,9 1.' 3.1 `t. ' i.s 1.4 !I Il by four interna) steel fixture support tubes that are chrome plated. Lens is in lace. � ! P Q Orn i'ldP' sealed top and bottom with c osed-cell silicone sponge gaskets. The cast Apr gp�, four galvanized anchor bolts 6.3 6.9 6.9 i.0 i,2 i fi i i.a i.? 1.6 1.5 1.6 1.6 1.5 1.5 1,6 1.7 1.8 1• i•5 i.3 10' aluminum mounting hub gins a field-splice compartment,a cast aluminum Base Cover provided, complete with eight nu eight flat Q '' , , ''S°'"i"' cover,and one of the following pole attachment means: P P l � b.is 6.9 i.0 6.9 1.1 , ! 1.2 ;._ 1.2 1.2 i., 1.4 ` '.3 1 (`�) ` ' - + FM-Flush Mounting means of an expansion device activated b a single Plan View 45� washers,and a presswood template. _ u.8 6.9 6.9 6.9 6.9 i .1 1.2 1.Is 1.1 1.0 S.G 1.E' i.G 1.0 i.° i.1 ".0 b.9 ! bolt within the splice compartment Pole must have a plain-cut top.by D o Vibration Dampener: All poles 25'and above O ' ' ' �;� , , ppoole size is 5' O.D. (Other pole adapter sizes available; contact E'- Y See chart X include an internally mounted, factDry installed N 1 7 b.a b.a b.9 b.9 1 u. b-9 b-9 b.9 b.9 b-9 b.8 b.8 b.9 b. c.v bs {z81/ Km representative.) Longitudinal o ° on page 2. pendulum vibration dam ever, with flush Z I + l t $.._�1.8 b.s p l b.M-x b-a b,9 b_9 u,j b,.F b s b•� e.; I PT-Pole Tenon mounting by means of a cast aluminum adapter containing reference line. Bolt Circle stainless steel socket head � finished to � I t i ! 6.7 b. b.7 6.7 �-L four recessed /e' stainless steel allen head set screws. Pole must have match b.6 b.5 6.7 '+ 6.5 a I b, 1 b,9 b•9 i.° 1.0 b.9 b•5 b.7 b 7 " a 2'pi ize tenon C23/e'O.D.x 4' minimum length).Pole tenon must be field Orient parallel Diameter Fes• a V) 5'O.D.extruded drilled at one set screw location to secure against fixture rotation, y listed in chart(See a 2)where luminaires are LuJ Q + ' ;. b'' b.• �'•9 b 5 to curb or walkwa . Str+ertgth: Poles will withstand wind bads as I b,s G.6 b.s b b.8 aluminum + + i-G b•9 b.8 b-7 6.7 b.7 b. 6.6 b.6 pole WTH-Horizontal Lamp Reflector Module:Specular Alzak'optical segments mounted per fixture installation instructions. -� 3 6.5 b.6 b r,8 ° 1 i.0 C4.1 - . 1 b a fi Q t,4 f are mounted within a one-piece die cast aluminum shell. Optical chamber Handhole + i 1 ' ; fro coat p S TGd thermoset b-7 b-6 b. • b•5 b-5 is totally sealed by a combination of silicone gaskets at the lens me/reflector � P°IY�powder b 5 b S b.s b• b.E 9 19' 1.G i.t 1.1 i.1 1. b.9 b.3 b.s b.�n,s S b, Fixture shown with Flush Mount(FM) interface and wire entrances to the socket Reflector module hooks in and out Leveling Nut Base Cover coat paint applied over a titanated zirconiumFL1__l Base Cover conversion coating. Standard colors are Black, + l ' • i , C�� b. b._ 4 of the housing by no-tool release hinggeess and secures to the housing flange by and Washer Dark Bronze,Light Gray,Stealth GrayTM,Platinum 0.5 b.5 b.s b. b.9 G I.1 + 1.1 1.2 i,1 +..0 1.c 6.9 5.s e 00 ,_. 'n-, b.4 a quick disconnect plug.All HPS and PMH lamp reflectors are equipped with a r Anchor Bolt Silver,and White.Custom colors are available. Q 6.5 b.5 b.6 b.9 } 1 .2 ,; i.3 L - mogul base socket rate?4KV I Projection - QD U r 1° G.s G.p b•7 b•7 b.6 �.5 b.4 b.3 Electrical Module: All electrical components are UL and CSA recognized, , _ 1 , mounted on a single plate and factory pre-wired with quick-disconnect ' Base Detail >I 1�8 CAUTION: Installation of poles without i 6.5 b.6 b.7 b. 1.G .2 1 ,.r a 1.4 .1 b.9 u_a b.7 ` '° °.� u. 4.4 „.3 lu Module attaches inside housing using keyhole slots. All ballasts are T '` luminaire(s) will compromise pole strength. Any gs .. �.: :..,. ' • U1 Tenon Mount(PT) �iigFi power factor with starting temperatures of-40°F. for HPS and -20°F• for u ;, L accessories attached to pole, or other b.5 6.6 i'.E 0. } ' .3 .6 c l.3 l.8 1.7 i.5 1. - Pole with 2' pipe size " b b., b.s b 5 b.5 b.5 b. b.4 b. - I 1 , , PMH lamp modes = �-- Grout must be packed modifications will use le slier and 1.2 -5 ;�.' �„ +,'_ is i. 6.9 $.7 h.5 b.5 Vt , 5'/B tenon(2/a O.D.x 4'min. r.:.:; j :�., c°rx°m Po gth C� I I *b , I r ""5 J.t �'3 - n3a< .r, length.) Finish/Collor Finish is Super TGiC thermoset polyester powder coat paint, 2.5 • ,: under pole base to insure may result in pole failure. + a :' + 1 ''6 b.s l 1.4 •7 ': �'•3C3� i.9 i.5 i 2 b.s b.5 i.5 '' 4- 63 b 3 mil nominal thickness, applied over a titanated zirconium conversion coating; ':-: full contact with footing ~' 5000 hour salt spray test endurance rating. Standard colors are Black, Dark and prevent loosening of Maintenance: A regularly scheduled ' I r Concrete i g maintenance program must be established to L.I_ ' r 6.7 b l ' '' 171 =•r z, i.3 G 6.7 6.5 b.4 6.4 t,.4 b.4 b. b.3 b.2 CALCULATION Bronze,light Cray,Stealth Gray-, Platinum Silver,or White.Custom colors are leveling nuts. available. footing to be g insure the protective paint waling is intact � Q b.7 i 1.3 1. 1.9 2 a' 3.30 1.6 i.2 * f designed by corrosion or structural dams has not occurred, b.9 b.7 b.5 u.4 AREA BOUNDARY CAUTION:Fixtures must be rounded in accordance with national,state and/or Provide a channel through ' � ' others. and anchor boil nuts are ti L Failure to do so ' the rout for drainage �' • 0.2 ' ' %•7 i 1.3 �. 1 i local electrical codes.Failure do so may result in serious injury. g g could lead to !e colla and serious nal ♦� _ from the pole interior. p° ° I r LP-1 � '•3 .� <.a�i1 .6 1,2 b.9 b.s b.5 b.4 b.4 b.a b,3 b. 6.2 6.2 injury. U - I b.7 b 1.2 1. 1.J ' �I •- Listings and Ratin s a - t i I 1._ 6.3 6.6 b-5 t.4 t- b.2 b.2 r a = i _I IP66 Rated CE 25C Ambient N j + b.7 i i.2 1.? 31v i 2 :'.4 31 'L UL cUL 1598' r -, .r i i.5 1. 6.9 0.5 +J.S �.; i;.4 C.a 3 ? , CO=Cut Off ri o i j 1 i 1 .i v, v. '�. b.i ' 6.7 1- i3 2 �- - �C `r 7 5 b u.; U.t ; 1 ? nueB�t ( r 4... t.• ,. 6:3 b. i. 4 b,- 0._ Nuee6u !! r + Suitable for wet locations I r 6.7 b. 1.2 1 1.3 2.D -3 �._ ?I 1, a h .,3 rueeurw.,nc Nuc U.S.Patents:D39i,6571 D391,658 KIM LIGHTING RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE. ; I i I .5 1.3 b.:, b.7 b.5 b•4 1.4 b.4 .4 b.2 � t =. b.6 b.8 1,J 15 .,8 0 2008 KIM LIGHTING INC.-P.O.BOX 6'0080,CITY OF INDUSTRY,CA 91716-0080•TEL:6261968-5666-FAX:626/369.2695 5603008275 0 2012 KIM LIGHTING•P.O.BOX 60080,CiTY OF INDUSTRY,CA 91716-0060-TEL:6261968-5666•FAX:6261369-2695 = 4. 4 ; o a v.5 b-4 u., y-- u.4 b.� I I 1, 6.5 b.Z 1;.3 b.a 0.6 b.5 b.5 b.4 b.4 U. 6.3 b.2 ' 1 ' '7 5 0.6 Q.$ i.3 D S i ' e + I I 6 .9 Y.9 1. 1., i, b-9 u.7 u.5 b.5 u.4 6.4 b. b.3 t, i I I I i b.5 b.6 1;•7 bl 11.0 '2 . . i.5 7 i 6 1.4 .1 +:;.9 t.7 *, a Q ;.5 u.5 b.4 u.a b 6 3 b 0.4 5 Q.5 1-71+ .3 .4 i.0 a - PRA 4 1 t.a 6.T 0.6 � b a C 4 b. b.3 0.2 i, l,tlii I i fl.' °.5 (, 4 Round Aluminum Non-Tapered Pole i , r l r` 1 u. u.2 b_2 IoM LIGHTING revision 12/26112 • ki_pra-spec.pdf I 6.4 f.5 b.5 �5j 6.1 b.8 b. i?.9 '�.i, i.° 1.D i.° b-9 b.� Q.T i.6 b� �� b. LUMINAIRE SCHEDULE iI r _ l i b.a b.s 6.5 b.7 b.i3 .� 6,99 i., i.a i.° b.9 s b.1 b.6 0.5 6.4 b. b.; 6.2 SYMBOL QUANTITY LABEL WATTAGE TOTAL LAMP LUMENS LLF LUMINAIRE STYLE POLE l 3 1 LP-1 250 28500 0.720 FLUSH MOUNTED 'WTH' STYLE i BLACK ALUMINUM POLE, 19.5' MH Type: I 1 0.4 °.5 0.6 b.7 b.a '^ . 1 s , 1 I l I. 1.0 G 6.9 1,.s b., : { �, 6.3 b.2 NOTE: SEE ATTACHED DETAIL SHEETS FOR MORE INFORMATION Job: Page:2 of 5 Q b.5 6.6 7 „' b.a b'gC#l� ^ ON LUMINAIRE/POLE 0 ,.� i. 1.G 1.G b.9 b-s 6.6 b.� 6.5 b.a b. b.3 i.z ! i ' b.s 6.6 b•7 f: 1 0 - NOTE:All allowable pale and fixture EPAs are derived from the AASHTO standard. (n r 1.G ° 1.o b._ t;.9 b s b•6 b-3 b.2 CALCULATION SUMMARY Standard Featu res Responsibility lies with the specifier for correct pole selection based on local codes and a AREA CALCTYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN standards for the job location.(See page 4). I I 1 _ r 1 6.6 t.7 I j I l i:.a 19 1.1b.a r.7 b-6 6,5 6.4 b. b.3 ?,` - r '? r :.2 1.2 3 ;� b CALCULATION AREA ILLUMINANCE FC ? 1.09 2.6 0.3 3.63 1 8.67 , t x . i._ 1.1 1.D 9 6.3 b.3 '.2 I ' s u., Pole Allowable Pole EPA Wind Map t I ' 1.5 ;.� 1.1 b.9 b.9 `:.8 6.7 6.6 b.5 b. b.3 b.3 Steady r 117 1-a i.E 8 1.9`ia 1.6 1.3 2 1.tJ b.9 Catalog X Y Wind 3 u. b.4 6.3 1 i 1 1.2 i.4 1.7aJ- 1 �, *, a Number 85 90 100 110 120 130 140 150 ot�.r �.1 Ir �.2 1 ,.6 1.3 i.° 0A b.a b.7 NOTE: DPRAB-4125 8' 4x.125 13.06 11.49 10.46 8.39 6.81 5.65 4.80 4.13 Q , 4.6 b. 0.4 6.3 - �"}'" _ 2 3= f -' 1.9 1,5 1.4 1.0 0.9 .7 7 b.4 c,3 CONTRACTOR TO PROVIDE LIGHT POLE ❑PRA85125 8' S'x.125 21.29 18.79 17.15 14.05 11.72 9.92 8.49 734 + i.3 1.1 '1,2� a '2.5 2.5 15 2.54*3.4 '�.3 3•� $.g is i.3 r - POWER SUPPLY LOCATION AND LAYOUT DPRA10.34125 10' 33/e x.125 6.58 5.70 7.71 6.05 4.79 3.88 327 2.78 ' . + b b 8 b.7 b- G-5 6.4 DESIGN TO PROJECT ENGINEER FOR D PRA10-4125 10' 4'x.1125 9.78 8.53 9.09 7.01 5.42 430 3.58 3.01 -2 ''•� 5.4 q.4 _.4 ,�.3 2 '1.3 is.G 1s 1.5 1- `.G G.a 7 b.; b,4 APPROVAL PRIOR TO ORDERING D PRA10 5125 10' 5'x.1 25 16.21 14.21 12.90 10.51 8.72 7.34 625 538 _ ti G !.D '•'.O 11.. n ', s l D PRA1234188 12' 33/5 x.188 8.76 7.62 6.86 535 4.20 3.30 259 2.03 i 3 - L t.l '?.9 1.T i.. MATERIALS. COORDINATE WITH OWNER. 1 b.s b.71 b.5 b.a _, ��-rJ 1.5 15 i.s +1.5 1.b i.7 i.E i.� 1.4 :.,. . 4x.125 - �, l 1 b.9 i'; b:a b.7�.bs.;b : "'.:., - - , PRA12,4125 l2 748 644 437 26'9 214 X D PRA123125 12 5'x.125 12 b7 1100 9.91 8.01 6.60 5.51 4.66 399 3 ❑PRA12f188 12' 6'x.188 32. 9 2 22 2r.04 22. 0 1853 1' 1 .44 11.64 3 a 1,a , 1. 11 >; 8 9 2 0.69 3 .] 4 7 � I _ ❑PRA14.34188 l4 3/e x 88 6.9 5.45 531 4.01 3 02 _.2b 1.65 1.1 n,9 G.8 b. r: 3 •. 1 1 .G 0.9 9 b.� -- - 1 4 4 1 1 x 1 .7 4.84 4.2 .1 ❑PRA 4-0 25 . 25 5 5 3 06 2 6 15 124 0. -- _ 3 7 98 l , a - 3 7 n 1+ fi. 7 ?� b - v 1 6 .6 v I �. fi 6 7 bs V. V " .7 G. - s . b 1 8 0 6 14 4 1 2 4 7 PRA 4. 188 x. 8 0 6 914 1 4.92 .91 . 4 0.7 D 8 1 5 6 3 3.2 2 7• 8 3 6 -5--c1. a 5 D PRA14.5125 14' 5'x.125 10.01 858 7.64 6.10 4.98 4.11 3.44 2.91 b I�.., b.5 �b.5 b.5 �.5 b.6 ,;.a b.o 6.5 t;.7 b. �'-:�k5�"b.. __...... ..__.__.__ _ PRA14-6188 14 5'x.188 17.90 15.62 14.12 11.46 9.48 7.95 6.75 5.79 4 G. b.a '°.a b.a i b.4 b.4 b.5 b.s 6.5 6.5 b.s b.5 G.s .s'U. b.4 b.3 D PRA146188 14' 6'x.188 27.19 24.11 2237 18.31 15.24 12.87 11-00 9.49 lD PRA16.4188 16' V x.188 8.55 731 6.50 4.86 3.62 2.76 225 1.85 - b'4 b'4L74 -bC 4 Q 4 b a `6.4 b 4 6.4 �'4 b.n l= b•5 b•5 b.4 b. v.a b.3 6.3 D PRA165125 16' 5'x.125 7.90 6.65 5.83 4.57 3.67 2.98 2.45 2.03 r--Handhole DESIGNED BY: LPC TS b.4 4 b.4 b.4 b b.3 b_3 -b_-bA t.4 b.4-0-.4-b.4 ;_4_�,q_b3_ , .i_1~.�-�t--2---------------- J DPRA16.6188 16' S'x.188 14.80 12.81 11.50 92b 7.61 634 534 455 - 6.5 .3 0.3 b.3 b-3 b.3 b.3 b.3 b.3 b.4 b-3 b.3 6.3 6.3 b.3 b.3 b.3 }.- 6.2 b.2 6.2 ,l D PRA16-6188 16' 6'x.188 22.77 20.16 18.75 15.29 12.69 10.68 9.09 7.82 -_ - �, DRAWN gr: OS MTS Base D PRA20.4188 19.5' 4x.188 5.33 4.37 3.74 2.48 1.52 0.91 0.63 0.42 Cover �PRA20.6125 19.5' 5'x.125 4.50 3.54 2.90 2.11 1.56 1.16 0.85 0.62 CHECKED BY: JPC - i ---T D PRA20-5188 19.5' 5'x.188 9.83 8.29 7.28 5.73 4.60 3.75 3.09 2.56 SCALE: AS NOTED f D PRA20.6188 19.5' 6'x.188 15.69 13.81 12.95 10.46 859 7.16 6.03 5.14 • 't I'=, 1 DATE. � t� 18' . ❑PRA26.6188 25' 6'x.188 9.74 8.46 8.07 638 5.12 4.17 3.43 2.85 D PRA304188 30' 6x.188 5.61 4.74 4.69 3.54 2.71 2.08 1.60 1.23 ,fir ❑PRA30.62W 30` 6x.250 1137 9.88 9.42 7.45 5.99 4.88 4.02 334 �5 GIN 6 2P RIMON = Ln o CHR I S� U RENEWAL DATE: 12/31/13 d REVISIONS 4 Lei SCALE 1" = 20 FEET .2 JOB NUMBER 1 N 3282 0 2012 KIM LIGHTING•P.O.BOX 60°80,CiTY OF INDUSTRY,CA 91716-0060•TEL:62.61968.5666•FAX.62069.2695 i 20 0 8 12 16 20 J L.. Z SHEET Z tm glT-WAT- - ._ -WAT- - - S/ / / W V -WAT- \\ -WAT- -WAT- - -WA�WAT- - - -WAT- -WAT- -WAT- iW" / / :, LU a SW 68TH I'AFiICUVAY �-- 5 a s, - -sAN- - - SAN- - - -sAN- - - "' / ' SCALE 1" = 30 FEET C7 W -STM- I -SAN Z d - - - -mm- - - -rn- - - A,sw - - rn 03-S- / ZV 5 / 30 0 12 16 24 30 � Q U1 \ Of - --- - - - PRIVATE STORM DRAIN NOTES: _ c� ----_ \\ -- _ - --------------------- I °C ' Y II STM-C84; \ >� 1. THE FOLLOWING STANDARD SPECIFICATIONS ARE INCORPORATED BY REFERENCE. g do� d UJ UJ ALL MATERIALS AND WORK SHALL CONFORM TO APPLICABLE REQUIREMENTS OF N 8 "'c Y z w STM-MHt A THE INTERNATIONAL BUILDING CODE (IBC), UNIFORM PLUMBING CODE (UPC), CITY Lu c W z ' \ OF TIGARD STANDARD CONSTRUCTION SPECIFICATIONS, AND THE AMERICAN a n N z a� 3 W U- PUBLIC WORKS ASSOCIATION. K , 2. ALL STORM SYSTEMS SHALL BE CLEANED AND FLUSHED. SEDIMENT, ROCK, AND I: ASTM C08 �� a `'� (� OTHER DEBRIS SHALL BE COLLECTED AND DISPOSED OF IN A PROPER MANNER. o N Q( F[ STM-001 `� � IN NO CASE SHALL DEBRIS BE FLUSHED DOWN A STORM OR SANITARY SEWER L1s5 �J 1� \ FOR DISPOSAL ALL DAMAGED IRRIGATION AND DRAINAGE PIPE, DRAIN TILES, QLo SEWER LATERALS AND CULVERTS SHALL BE REPAIRED EXPEDTIOUSLY. DEBRIS O T1s k. s \ COLLECTED SHALL BE DISPOSED OF IN A COMMERCIAL LANDFILL OR OTHER O o SEE SHEET C201 FOR DETAILS L APPROVED LOCATION. O ®W L r3. INSTALLATION OF THE STORM SEWER SHALL BE PERFORMED ACCORDING TO THE i! i II ,In r STANDARD PRACTICE. ALL BACKFILL WITHIN TRAFFIC AREAS SHALL BE 3/4 O :;SIM-CBl -,� COMPACTED CRUSHED ROCK, COMPACTED TO 95%ASTM D-698 PER DETAIL CD o IE: 268.22 RIM: 272.46 , a z 4. CONTRACTOR TO COORDINATE THE RELOCATION OF DRY UTILITIES (CABLE, PHONE, 0 IIS GAS, POWER, ETC.) WiTH OWNER AS NECESSARY. 8" STM 3 y � L-6.7 LF ' 5. STORM SEWER PIPE SHALL BE OF THE SIZE AND TYPE LISTED BELOW OR -I 1 S=0.020 FT/FT 8° ADS N-12 STM APPROVED EQUALS. STORM STRUCTURES SHALL BE THE TYPE SHOWN ON THE L i r I; III t ASTM C07 L=11.1 LF STM-CO2 c ' ' DETAIL SHEET. INSTALLATION SHALL BE PER MANUFACTURES RECOMMENDATIONS. W IS=0.020 FT/FT CJ) s ? \ I co !� 6. STORM PIPE WiTH AT LEAST 2-FT OF COVER CAN BE POLYVINYL CHLORIDE (PVC) U IE: 291.05STM-C63 PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM D-3034, SDR 35 Ilfw RIM 294.41 �j1 \ - (4-151 ASTM F-697 SDR 35 (18"-24'), AND/OR ASTM F-2648. GASKETS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-477 AND ASTM D-3212. s 7. STORM PIPE WiTH AT LEAST 1-FT OF COVER CAN BE ASTM C-900 D-174DR18 '^ _ V {/7 4 12 AND/OR ASTM C-905 D-1784 DR18 16"-24 GASKETS SHALL ( ° �, / ( �• I k CONFORM TO THE REQUIREMENTS OF ASTM C-477 AND ASTM D-3212 M O f I I k Va �I°C`�I Qsf ` 4,..rr ra)I,�,. � "� ,\ `., B. STORM PIPE WiTH AT LEAST 0.5-FT OF COVER CAN BE DUCTILE IRON (DI) PIPE N � Q y I ' SHALL CONFORM TO THE REQUIREMENTS OF ANSI A21.50-1 OR AWWA C150-1, 4 i I 4 CEMENT LINED PUSH ON JOINT WiTH WATiRTIGHT GASKETS. THE MINIMUM 8° ADS N-12 STM TM-0O3 \\, THICKNESS CLASS SHALL BE CLASS 50 (12"AND LESS) AND CLASS 51 (14° T� aCD I rereYasL=19.7 LF _ 5=0050 FT/FT �� ,• AND GREATER). � }LlI w�. �;�: 1 ' ��, ,��.,• .� TER). . O \ w4 zFt SIM CO6,, STM_ CB2 0 �` 9. ALL STORM PIPES SHALL BE INSTALLED WiTH TRACER WIRE. (18 GAUGE, RIM: 293 54 INSULATED COPPER, OR HEAVER, GREEN IN COLOR OR OTHER APPROVED - �:.,,i TCC r .s " Tc .r,t -A Y.. t:•�T i . ---------- ` OF AND TO MATERIALS). THE TRACER WIRE SHALL RUN THE FULL LENGTH PIPE Y.kW-i' �`2 rij". - STM _ SN ., _. •rn -.Y.-'y',`!- Y+�'-,' THE TOP OF STRUCTURES AT THE END OF THE PIPE RUN. - - STM-MH2 --- ST�AI C05 TM-004'l �s;� •'� "\' � 10. ALL STORM SEWER PIPING WiTHIN 5 FEET OF BUILDINGS SHALL BE IN ACCORDANCE WITH BUILDING PLUMBINGS PLAN . \ 11. STORM SEWER PIPES SHALL BE PROVIDED WiTH A CLEANOUT AT ITS UPPER TERMINAL AND EACH RUN OF PIPING, WHICH IS MORE THAN ONE HUNDRED (100) FEET IN TOTAL DEVELOPED LENGTH, SHALL BE PROVIDED WiTH A CLEANOUT FOR EACH ONE HUNDRED (100) FEET, OR FRACTION THEREOF, IN LENGTH OF SUCH PIPING. ADDITIONAL CLEANOUTS SHALL BE PROVIDED FOR EACH AGGREGATE CHANGE IN HORIZONTAL DIRECTION EXCEEDING 135 DEGREES. ALL REQUIRED CLEANOUTS MAY NOT BE SHOWN ON THE PLANS. MAXIMUM MANHOLE SPACING SHALL BE 300 FEET. a 12. ALL PRIVATE STORM SEWER PIPES SHALL BE TESTED AND INSPECTED PER CITY It w AND IBC/UPC REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ;' 310 310 INSPECTIONS WiTH THE APPROPRIATE CITY INSPECTOR. w A CLASS "" TRENCH BA KFILL 13. ALL MANHOLES SHALL BE 48" DIAMETER UNLESS NOTED OTHERWISE /: O S 305 " ENeH PER DETAIL 305 ui z g^ S 12" ADS N-12 STM P DETAIL 14. ALL CATCH BASINS SHALL BE STANDARD CATCH BASIN WITH CONCRETE APRON ♦^ 300 8" ADS N-12 STM L=40.3 S=0.020 STM-006 L=9.9 LF 300 PER DETAIL. V STh-007-\ STA 4+E 4.61 STM A S=0.002 FT/FT TA 5+77.11 STM A RIM 295.84 15. UTILITIES SHOWN ARE DRAWN SCHEMATICALLY. UTILITY PLANS MAY NOT REFLECT 295 RIM: 94.79 8" S TM 295 THE ACTUAL SPACING AND HORIZONTAL/VERTICAL LOCATION OF NEW OR f1� EXISTING UTILITIES. PLANS DO NOT SHOW ALL BENDS, REDUCERS, WYES, O GASKETS, CLEANOUTS, FITTINGS, AND STRUCTURES. CONTRACTOR IS RESPONSIBLE EXIS NG GROUND FOR MATERIALS AND LABOR NECESSARY TO CONSTRUCT UTILITIES SHOWN AS 0 290 8"ADS N-12 S L=90.0 S= .020 AT C NTERLINE 290 INTENDED IN ACCORDANCE WITH APPLICABLE MANUFACTURER, LOCAL, STATE, AND 36" AD N-12 STM 95.0 S=0.00 FEDERAL REQUIREMENTS,STM-Cc 285 STA 6+ 8.36 STM A 36"12" REDUCER FITTING �L, 285 16. VIDEO LINE INSPECTION AND COMPACTION TESTING OF BACKFILL MAY BE S CB4 S A IIM• 29 290 15 STA 4+881.36 STM A 8Q S=pT� FI ISH GR LINE ADE � REQUIRED AT THE REQUEST OF THE PROJECT ENGINEER. 280 10" STM 1 " STM 280 RI : 294.61STM-MH2 L=37.4 LF 28.6 LF 275 IE 291.71 STA 5+78 .36 STCERM FITTING MANHOLE ER ERDETOAWILCO NTROL B"S 5=0.015 FT/FT -0I F .093 FT/FT 275 ALL STORM DRAINAGE PIPES AND STRUCTURES ARE DESIGNED BY: AHH MTS STA 4+73.,2 STM A S -CO5 ',3 S=0• PRIVATE UNLESS OTHERWISE NOTED. THE ON-SITE DRAWN BY: Ds MTS RIM: 295.9 ST3+83.433+83.43 S A 7--1270 STORMWATER FACILITY IS PRIVATE. CHECKED a>-: AHH SUMP: 284 29 270 IE IN: 288. 9 (12") IE: 279.81 =q.5 5=0.029 ° STM L=95. 5=0.015SCALE: AS NOTED IE OUT: 283.81 (8") STM-0O3 8" TM L=90.6 S=0-015 DATE: ��/�f_/3 265 -STM-004 _ 265 STA 3+00.1 STM A STM C RIM: 274.62 STA 1+56.5 ST 0+65 STM A t� RIM: 276.54 .92 S A A 260 IE: 270.06 RIM: 272.82 RIM: 27 .59 V�D� G i 260 x / IE: 268.66 I IN: 267.27 8") 6 SWALE OU IE OUT. 267.27 (0") ALL STM-MHT IE IN: 263. 5 DEMON a 255 60" W TER QUALITY MANHOLE 255 fit^ ARY 15 W/WATER TI T FRAME A D COVER f 250 qTA 250 �H�fR H• RI : 271.15 RENEWAL DATE: 6/30/15 5 ISU . 262.11jE REVISIONS 245 3 IE OUT. 26 .61 (12") 240 240 t t + + •�' + +� O � � � � � � � � � � � + JOB NUMBER N N O uS O uS O O O O u'] O + O t � t t t t t t + STM A 3282 HOR: 1"= 30' 3 SHEET VERT: 1"= 10' ALL ELEVATIONS ARE BASED ON PIPE CENTERLINE UNLESS OTHERWISE NOTED a 200 ('3 W - 2 cc uj wry W cn tj cc BEGIN WQ SWALE '� , \ _--. . � ;<; : , a ' . STA 1+00.00 SWALE �� • -'; �' L _ FINISH GRADE PER PLAN SCALE: NTS ;. �, j l �, \ SCALE 1 10 FEET c, Z a „� 1 ` . `` a Jc , _ ry . 't^;x '�� \� ( ;` II .10 ...__0 4 0 0 to REINFORCED CONCRETE COLLAR � -� CL - / 'I.-,•,�," ,.\.,� :,...•i ', \ ; �` ,': , \ ' i �'': `t ,ti ' i s l 1.5' t t 1.D' Q fix co E`� 1 �"FLOW N C" R�7 Z 71-7z ca a U Ki 1-4 0U1 am w W 4LLJ C) =� RIPRAP PAD PER PROFILE `� 1 �� ` '1 '\j I '`t 1 1 ', 3.0 � Il PIPE PER PLAN cn C o Ulf L;j C3 ujQ Wit, i l i,;. WELDED WIRE MESH 41 vZ 40 TEMPORARY STORMWATER FACILITY TO BE ''1 `� `�- ` \ ,' '��''* , d 1 \ RIP-RAP PER PLAN RELOCATED IF NECESSARY PRIOR TO CITY _k ` j J ,• / OF TIGARD FUTURE ROAD CONSTRUCTION ';t 1 - 1 t `� t SECTION VIEW W T; VIEW B-B CD sn '.;', �t ; 1 CONCRETE HEADWALL DETAIL o io NOTES: cn �� -L`°�' ;� 1 / J ,' `� `} '1 '�\ `, l ` 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. �•r f, I / / `; 2. ALL METAL REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615, ps / /� GRADE 60, DEFORMED BARS. Q INSTALL EC MATTING CV - 6� PER CWS WQ SWALE ! 3. INSTALL 6' X 6" 10 GAUGE WELDED WIRE MESH FABRIC. DETAIL ` C/-); 1 --- - _ I LEVEL SPREADER I ;'' '- ,;L. -- �" -- 1 67/ END WQ SWALE TREATMENT AREA ; �-- `, STA 2+23.50 SWALE EMBED 2 MIN INTO SIDE SLOPES EACH SIDE ' GRADE TO DRAIN/DAYLIGHT -, `� }r- BEVEL. ,� ' r t CLASS 50 RIP_RAP _ • ,; ..,...,., ..•- • riQ 1.0' DEPTH 1 i i 1/2 MIN. Lr) It 45 . • M1RAF1 500x WOVEN GE TE Ti NATIVE SOILS ='`-' SEPARATION FABRIC O -_,,' _ l � � � 1 _�• ��~~ � ' t '�l , `;, SECTION VIEW •,:�.. _` • ' � / -�� ?�► r _...--�•- � �~ �., � ' . � NTS T U ." CQ ` .:`� ,.,.iS _ tji• '.ti_ `�' 1' 1 I } ( •'ti j y i � .J _ v ,1 20 ... It -{ SKEW I 1 NT5 280 280 280 280 % , ; 1 { 275 275 MITER PIPE AT 2H:1V SLOPE ` pyy L/ INSTALL CONCRETE HEADWALL GRADE BREAK STA 1+76.06 SWALE SWALE INLET PIPE PER PER DETAIL ELEV 262.19 - LIJ t _ STORM PLAN � � -I F i f- 100.003 i > • , . � � I1 - � I-� (SHEET C2 FOR DETAILS) CONSTRUCT 3 'Wx2D GRADE BREAK STA 1+51.72 SW GRADE BREAK S A 1+77.07 SWALE ( 'Z CLASS 50 RIP- AP STI W NG EXISTI G GROUND AT EIEV: 261.18 £ I I^ I I- 270 270 270 270 MIRAFI 500x WOVEN GEO-TEXTILE G . •. _ - BASIN OVER ML AFI 500x SWALECENTERLINE -100.003 GRADE BREAK STA 1+92.89 SWALE ' •. --; �'i ! !� � �■■� WOVEN CEO- TILE GRADE BREAK STA 1+52.73 SW ELEV. 261.02 ' 0.12' 0.33' SURFACE SEPARATION FABRIC I I, i.i.! --- -- - .._.. WATER ..._I.ALITYF.0_.WSEPARATION F IC (2' DEPTH) EEh262.42 -100,00? .. - . 25-1R.$30RI ....-- - ~�` GRADE BREAK STA 1+9,190 SWALE 1.33 TOP OF SWALE _ W •p�� `�„ ELEV. 260.01 I WITH 1.0' FREEBOARD 265 1 265 SWALE BOTTOM 6 -1.003 : 259.88 �" '• TREATMENT AREA Q, ? h I FLOW DIRECTION -1.00% - 00.003 _... 1 - .- ... .. ; ADE BREAK STA 2+07.44 SWALE81H FINISHED GRADE AT -1.003 V: 258.87 I FIN E� ; t ` SWALE CENTERLINE -1• % �...,,,,� �';i; ,. 260 260 260 260 �' i j t -1.003 �- 2 i dam TOP OF SPILLWAY i TREA T AREA STA 1+51.47 SWALE STA 1+75.86 SWALE- STA 1+92.64 SWALE STA 2+06.18 SWALE CONSTRUCT LEVELING FLOW CONSTRUCT LEVEIING FLOW CONSTRUCT LEVELING FLOW CONSTRUCT LEVELING FLOW SPREADER, PER DETAIL SPREADER, PER DETAIL SPREADER, PER DETAIL- SPREADER, PER DETAIL 255 ; 255 TOP OF SPREADER: 263.47 TOP OF SPREADER: 262.23 TOP OF SPREADER: 261.06 TOP OF SPREADER: 259.92 If /�--• 6,! 250 46.2 22.8 15.3 12.0 16.1 250 250250 `` 3 � '`�� 't,Y,71 DESIGNED BY: AHH MTS ¢ m -30 -20 -10 0 10 20 34 r-``;<? DRAWN BY: DS/MTS r + SWALE TYPICAL, SECTION A-A ''--'' `- `'�` '`�' CHECKED BY' AHH CLASS 50 RIP-RAP V)w ice-�' W �_, 1' - 10' ,!- � ;` ' , ` '<� 1.0' DEPTH SCALE_ AS a LH ' a. .=` NOTED VERT: 1. 5, �' /'oma' ' '>�"", % DATE Lr CD � N M z _ BOTTOM OF SPILLWAY �� x C0 � +N + r' `✓.� �'"\C'�! Lam W N N \ �C ' LL LEVELING FLOW SPR DER Z t/9 W V) .C. 240 240 .t oF=N Lo Lo co uj Ln Lo Lo pco1'7 �O trj K� to tO N - t�D r co to CT CO Co 1 \ � - t, r - N CD "i "i "i C'4 CO 1I') il') N { i/ i1.!i - ' T N N N N N N ,�,/• \' LEVELING FLOW SPREADER rJ N N N N N N N N N CONSTRUCT CONCRETE 'VDfR H. PLATS EW PER DETAIL RENEWAL DATE: 6/30/15 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 `' WQ SWALE LEVELING FLOW SPREADER SPILLWAY DETAIL JOB NUMBER �/�p - CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 3ZSL M VER: 1 n_ 51 , w ALL PROFILES ELEVATIONS ARE BASED ON CENTERLINE UNLESS OTHERWISE NOTED z SHEET Q 1 0 c2Q 0 W Z Q > W � r _ INVERT ELEVATION 0-RING ..: . 3.5' cc PER DRAWINGS =' 3/8' S.S. PIVOT BOLT •.;' 0.5' 0 Q FLOW CONTROL 1/2' - 6 PLACES •' Z a MANHOLE KF'ORMAMN SOCKET FOR 1' A A ` ' , �,. 4. •. ,. .'•, •.y- ; Z 4. Q TUBING HANDLE •t , U 48' FLOW CONTROL MANHOLE-RISER DETAILS .' • :•' a' J A- CAP WITH 1.7' DIAMETER ORRICE ; OPERATING ROB 1 RUBBER JOINT GASKET CONCRETE PERIMETER B- EELEV: 288.81 ADAPTER CASTING "• z iE- - o Q � IBJ C- IE ELEV: 291.75 OPERATING RODro ADAPTER CONNECTION AREA 'f :~ Ln M Z D- B' PVC MATERIAL CAST ALUMINUM ALLOY ALL INSIDE JOINTS ,' w o cam,,� c+ w Q AND WALL a r�n c W E- 8" 0 Lu PER ASTM B-26-5G-70A STEPS i PENETRATIONS TO BE a' 0.5, EQUALLY SPACED 1" DIA. HOLES (3) :• 24" N o g 2 o Y ? W SHEAR GATE (6" MIN. DIA^) =. { } # ; • F- 12' ADS N-iz NTS " GROUTED FOLLOWING MASTIC 2 4 REBAR d" Y MLu # Z O MH ASSEMBLY TYP . CONCRETE PERIMETER 0.5 = G- (E ELM 290.66 •. " " • , ', •ac .- En En a. W LL MANHOLE FRAME PLAN SET FRAME IN SLAB 6 THICK, GLASS 3000 2 THREADED CLEANOUT • '' a H- CAP NTH 2i' DIAMETER ORIFICE AND COVER NON-SHRINK GROUT KEYLOCK JOINT a - M STANDARD FRAME AND COVER -CONTROL ATTACHED PAVED UNPAVED d Q SEE RIM PLAN ��. 0 a 0 �+lL!M REM-PER PLAN t l� GRADE RINGS (VARIABLE) _ , .. :" - 'a = 1. ALL PE A IN MANHOLE • a. D 18" MAX - TOP OF FLAT TOP TO RIM >m AC PA ENT d 0 0 0.5' °' ° :• r LCA PI MATERIAL SHALL BE STEPS v a ALUMINUM OR STAINLESS STEEL. S ac a_ d D.I.P. FITTING d •, p 0.5'MIN. _ v' 2 ALL CONNECTIONS SHALL BE WAI RTIGHT. N '• . f:' 4' � s a • .•: Q Zn 3 MANHOLE SHALL BE CONSTRUCTED TO 4 E "' FLAT TOP SECTION TWO #4 REBAR o DIP PLAN VIEW o W • " PIPE MATERIAL AS SPECIFIED I MEET ALL STANDARD MANHOLE i'S D 8 THICK (MIN) " a = REQUIREMENTS FOR A FLAT TOP MANHOLE. F ,: 1 ANCHOR BOLTS ON PLANS • 3 REBAR OVERLAP FLOW W `- (2 PER SIDE) q 6" MIN. B 48" INSIDE DIAMETERCD V " t9 0 � O H BELOW 8" CMP •` . 5 THICK a ALL =.' (MIN) _ SHEAR GATEcn OPENINGS N ' o PIPE INVERT o INSTALL FITTING AS NECESSARY L. " CORE ' = PER PLAN OIL TRAP WITH CLEANOUT TO CONNECT TO Di PIPE = J • A DRILLED . ; '-.. a 3' MIN. SUMP FLOW � ¢ 48* O I•LJ •� 18 •: - - Cn _ :d 'E' a a ° t •:� • : 'a 18' SUMP o 0 0- a 6" MIN. 3/4'-O" COMPACTED BEDDING(�)SECTION A-A • . - '4'.:" PRECAST BASE - 6" THICK (MIN) Q FLOW CONTROL of 6" (MIN) COMPACTED cD GRANULAR BEDDINGcn NTS SECTI A_A " •`� STABLE SUBGRADE NOTES: NOTES. 1. CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (MINIMUM) STEEL WITH ALL JOINTS WELDED. C-i 1. PRECAST SECTIONS SHALL MEET OR EXCEED ASTµ C-478. 2 OIL TRAP CLEANOUT LID TO BE PLUGGED ACCESS. 2 WATERTIGHT O-RING OR MASTIC KEYLOCK JOINTS REQUIRED. 3. SET CATCH BASIN ON 6' THICK COMPACTED CRUSHED ROCK. �r _ 3. STEPS TO BE FACTORY INSTALLED POLYPROPYLENE PLASTIC WITH GRADE 60 REINFORCING ROD. 4. CATCH BASIN AND GRATE TO BE DESIGNED TO SUPPORT H-25 LOADING. CONTRACTOR SHALL SUPPLY PROJECT 4 ENGINEER WITH MANUFACTURE SPECIFICATIONS PRIOR TO INSTALLATION. - FLOW CONTROL MANHOLE WITH OVERFLOW _ , NTS 48 STORM DRAIN FLAT TOP MANHOLE NTS STANDARD CATCH BASIN AND CONCRETE APRON NTS Fm 1■i� W CLASS "B" CLASS "A" GRANULAR BACKFILL NATIVE BACKFILL Lu EACH CLEANOUT FITTING AND CLEANOUT PLUG OR CAP SHALL BE OF AN INSTALL 24' X 24'x4' CONCRETE c SURFACE MOUND EXCESS NATIVE MATERIAL APPROVED TYPE PLUGS SHALL HAVE RAISED SQUARE HEADS OR APPROVED PAD IN UNPAVED AREAS. INSTALL #4 RESTORATION AS OVER TRENCH TO ALLOW FOR COUNTERSUNK RECTANGULAR SLOTS. COUNTERSUNK CLEANOUT PLUGS SHALL REBAR AROUND PERIMETER OF PAD (n REQUIRED SETTLEMENT (4" MAX.). GRADE FLUSH BE INSTALLED WHERE RAISED HEADS MAY CAUSE A HAZARD. WHEN A HUBLESS WHEN TRENCH BACKFILL STABILIZES. BLIND PLUG IS USED FOR A REQUIRED CLEANOUT, THE COMPLETE COUPLING 3/�„ SQUARE AND PLUG SHALL BE ACCESSIBLE FOR REMOVAL OR REPLACEMENT. OPSC 7D7 NON-SHRINK GROUT A A B B �. �;•.; • • a STANDARD BOX STANDARD MANHOLE el •-', AND COVER GRADE RING ••'*�' '� = • • 12" NATIVE TOP SOIL IF ❑ ❑ ;' COMPACT PER COMPACT PER TOP SOIL EXISTED PRIOR .. . y �- D ❑ ❑ D CONTRACT cn CONTRACT TO EXCAVATION. �• e. :; �:• .b 4 MIN. _ ❑ s a ❑ D UN DISTUR ED SPECIFICATIONS SPEGIFTGATIONS FINISH GRADE ;:.. ;• / EAR _•UNDISTURBED ;g• .•.;;;•:+��=. ♦': ��--NATIVE EARTH . :;'• ❑ .:•'':••�: .ti " ►*'? MATERIAL-2 �- ►."''• :' .•, WATERTIGHT PIPE PLUG 71—..• 4-8 X 5/8- BOLT AND NUT �r. •*•• r•♦t�, , i' 9 7/8" GRADE v ' - , ••` . • •••"•• PROVIDE 3X-0 FORA " ffTn > 3/4' 11 =f y • 2' MIN. CLEARANCE ': �0;: MINIMUM 0 6' AROUND \ CRUSHED ROCK, TRACER WIRE AS REQUIRED .'� • * °'' CLEANOUT . •.•.••_:,.�;,,,,:; a,; •� MIN. SECTION B—B - V • .. '••�a.'• • - - *• NOM. PIPE MIN/MAX •�► •. a , . !:: , :: •; - DIAMETER CLEARANCE -`•: . s" ( .,, • �•s' :;i *.•�•�• ` o • SID 10 /1$ " a' 9 • *_ � .. . . ` " " 1 MIN. OVERLAP ;-•�: �.~ � »� 1/2 BAR ALL AROUND a •' �� t 12'-16' 12"/18" 3,000 P.S.I. CONCRETE BASE `'• .±* "• .,;• " n " " �:•; MAINTAIN 1/2" TO 1' CLEARANCE BETWEEN 0 0 80 op a �o� ag°�$°8�i 8a°O o 18 -21 16 /24 4 �. ' _ SECTION A—A PIPE do CONCRETE PAD / n^ * DESIGNED BY. AHH MTS n 1/2 PIPE O.D\� ° X3/4 -0 ° �°o�o'8a�°� ° •► `'� " " ,/ ° ° ° =r DRAWN 03Y: DS MTS PLUS 6 MIN. PIPE BEDDING o ° o,� noao$ �\ °,.;:`�i.'t:�• ;,t.y�; •„�..,•d • "•, AHH CHECKED BY: ttv o� bva O O a o O a . ..'-� •;• ••..'v'_::•. �,• • ••” NOTES: f o$aaor�a O a a o O �8 .r a.- t; + .. • .*.a+ .- . a °$ ° STABLE SUBGRADE OR TRENCH =: *" ''�y'"•''�•=�;`' ', • 1. Y ALLEN HEAD BOLTS SCALE AS NOTED STABILIZATION AS REQUIRED n — DATE: A�J' �f 3 1 LANG RECESSED. FLOW 2. ALL PERMANENT CLEANOUTS — TO HAVE BOLT DOWN COVERS. MULTIPLE PIPE INSTALLATIONS ' °° p •,� d o••�,.'*,� Cyi / 24" MINIMUM ;:: ;;' :.� • 4 -a •::•°Q. •:a •: :'. ' ;;•►� 3. MATERIAL SHALL BE GRAY . CLEANOUT IN TRAFFIC AREAS •:.- q '.d . a ►. • ,.. CAST-IRON, ASTM A-48, E \ . CLASS 30. CONCRETE ENCASED 9 OUMN 3/4•-o BOTTOM OF WYE 3 4"-0 - FOR PLASTIC PIPE / DIAMETER MIN. SPACE BETWEEN PIPES 4NDE`R H. UP TO 21 .120RENEWAL DATE: 6/30/15 _ NOTES: REVISIONS 1. CLEANOUT RISER SHALL BE SAME SIZE AND MATERIAL AS MAINLINE PIPE UP TO 8" PIPE. MAINLINE GREATER THAN NOTES: 8" SHALL HAVE 8" STANDPIPE. 1. GRANULAR TRENCH BACKFILL REQUIRED UNDER ALL EXISTING OR FUTURE IMPROVED AREAS INCLUDING SIDEWALKS. 2. CLEANOUT PIPE SHALL BE LEFT 18" ABOVE EXISTING GRADE UN11L ALL PRIVATE TRENCHES ARE BACKFILLED. N 2. WHERE NEW PIPING IS IN SAME ALIGNMENT AS EXISTING PIPING, THE PIPE EMBEDMENT SHALL EXTEND TO A CLEANOUTS SHALL THEN BE SET FLUSH WITH FINISH GRADE. DETAIL N MINIMUM OF 6" BELOW THE NEW PIPING OR 6' BELOW EXISTING PIPING, WHICHEVER IS DEEPER. 3. ALL STORM SEWER LIDS TO READ "STORM' OR 'C/O'. JOB NUMBER co 3. FOR FLEXIBLE PIPE, BOTTOM OF TRENCH SHORING SHALL BE ABOVE SPRINGUNE AND UNDER THE PIPE HAUNCHES. 4. ALL SANITARY SEWER LIDS TO READ 'SEWER" 328 J PRIVATE TRENCH BACKFILL DETAIL CLEANOUT CLEANOUT FRAME AND COVER SHEET NTS NTS NTS a a 0 LU z = � F W V Q IW t` cc Q LOCATE FRAME AND COVER SEE NOTE AT TOP OF v z CL WATERTIGHT MANHOLE RING 3-BOLT DOWN COVER OVER LEDGE OF AT LEAST STANDARD DETAIL#020. 12' IN WIDTH FOR LARGE DIAMETER CONFIGIAAMON DETAIL z 0 _ MANHOLES SEE INUAL DN DETAIL z U) - • SEE BOLT-DOWN r PC R 6 STANDARD DETAIL#160 GRADE s � 1 � DETAIL RINGS O ) ''s' w z 13" MIN. BETWEEN . � KNOCKOUTS MAXIMUM 8= PpE,v�Pmt SEE NOTE 6 LC'D ao • J A A B B i SET IN NON-SHRINK GROUT PAVING RINGS NOT ALLOWED AM PO.r-i7 oc a _ NOTES. �p (rwMTo�Nonq z ui Z o [q Q.,'"N CIOs U i� 1. ALL MANHOLE SECTIONS SHALL ANCHOR WBOLT t O LTL) e CONFORM TO THE REQUIREMENTS ❑ �AaAXCc LU Z -rr4r� OF ASTM C-478 AND APPLICABLE ,. t N o ,o PROVISIONS OF SIU.MANHOLE \ o w c w U13 pOSMON K000 SUCH TMT r, M� MAXIMUM 27" FROM 4 ;d i TANOARD FRAME AND COVER OR _ = TOP OF FIRST STEP WATERTIGHT FRAME AND COVER. DRAWING NO. 77 TO TOP FI CASTING SEE STD. DRAWING N0. 110-SA/ST r wastrnc s. ne!Mp1wawotu ssLow c/7 ro =G3 % v OR NO. 120 / 2. INLETAND OUTLET PIPE NOTTO EXCEED n�ru�es�vsar• r) -- s 18"DIA C0LVM&9w SET FRAME IN NON-SHRINK B "� _ GROUT p ANosTaucnim i 3. PROVIDE SPECIAL DETAIL FOR OUTLET l 80'MINIMUM (SEE DEfALIn •b FLOW CONTROL EXCEEDING 18 DIA � -- - NOTES: A GRADE RINGS (2",4",OR 60) 24 3 4' 4. ALL OUTLETS SHALL HAVE FLOW CONTROL ! a� Pam4 °� AI#CW 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE �' ► SHELD MAXIMUM 12 SET 1N / �4 WATERTIGHT SEAL �r� 9�wE* HDA WXT REQUIREMENTS OF ASTM C-478. NON-SHRINK GROUT DEVICE. `� EXPANSPON,� Uj 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY SNDUT AIL-WATM-DEBRIS SEPARATOR �1p01� CD STRENGTH OF 30DO P.S.I. AND SLUMP OF 2" TO 4'. 25' 3/4" 7/B" PIPE TYPE Sn 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS ° " > STANDARD ECCENTRIC °' SIZE,AND C o SUCH AS KENT-SEAL NO. 2. RAM-NECK, OR AN APPROVED 36" CONE o m CONNECTION NOTES: Q w EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-SO0210. . CI T ANTI-SIPHON DEVICE 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. 6" 7/8" " -�- -`►� ' PER AS 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE I S. PIPE CONNECTIONS OF 24' OR GREATER SHALL REQUIRE A 3/4 T. AS MANUFACTURED BY. MANHOLE AND CHANNEL DETAIL s 1/2" APPROVED 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL ° MANHOLE STEPS SEE ° 5j8A BEST. ARCHER R PRODUCTS,INC REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL STD DRAWING NO. 100 23" S E C TI 0 N B-B ALL HOODS AND TRAPS FOR CATCH BASINS SNOUT"OIL&DEBRIS STOP .= L �i.CAR1 RD. O o 7. PROVIDE A MINIMUM OF 8' OF INTACT (UNDISTURBED) A MANHOLE SECTION SEE AND WATER QUALITY STRUCTURES SHALL c.> 30 3/4' BOLT DOWN BE AS MANUFACTURED BY: TOLL)431-0277. 504 434-3195 FAX � Cv MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED _ {VARIABLE 1'-4') DETAIL BEST MANAGEMENT PRODUCTS,INC. TOIL��` ( ) � (�)354-7585 o ON THE INSIDE FACE OF THE MANHOLE. M NEB SIZE: sz+t.beshnp.eom � R 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND SECTION A-A NOTE 53 MT.ARCHER RD. �� OR PRE APFROMD EQUAL CD 4' MAXIMUM CLEAR OF PIPE WALL ? ' LYME.CT 06371 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND COVER SHALL BE (860)4340277,(860)434-3195 98" 2 ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH = FOR SANITARY CONNECTION AND 48' FOR STORM o USED IN ALL EASEMENT AND OFF STREET AREAS. FAX TOLL FREE:(800)504.8006 150 GEL COAT EXTERIOR FINISH WITH A MMUM 0.125"LAMINATE THICKNESS. W 3 CONNECTION. iD 5" MINIMUM 1 7/16" OR(888)3547585 -� 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND WEB SITE: WWW.BESTMP.COM ; S. ALL HOODS SHALL BE EQUIPPED KITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, I..1._ COVER SHALL BE USED IN ALL EASEMENT AND OFF /6" OIL&FLOATABLE DEBRIS AND AN ANTI-SIPHON VENT AS DRANK. (SEE CONFIGURATION DETAIL) OR PRE APPROVED EQUAL STREET AREAS. a ON SURFACE CANNOT EXIT PIPE TT 1/2' 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS �J 7/8 * PER MANUFACTURER'S RECOMMENDATION. 1/2"-13 N.C. X 1 1/8" V) 48"MIN. 5. THE 801TOM OF THE HDOD SHALL EXTEND DOWNWARD A DISTANCE OF 18'FROM LE OUT. HEX HEAD STAINLESS STEEL SUMP VOLUME AVAILABLE '. � MINIMUM 12" LEDGE CAP SCREW. 1 1/4" C.D. MINIMUM MAXIMUM C.� ' (ONE REQUIRED} 3 REQb. PER COVER. S. STEEL WASHER BD"M H: SILS CF 99.1 GF 5. THE ANTI-SIPHON VENT SHALL DMO ABOW HOOD BY MINIMUM OF Zr AND A MAXIMUM OF 72'M-H: 94.9 CF 141.3 CF t " 2" MIN. FROM TOP OF � 3j32' THICK •� 24 ACCORDING TO STRUCTURE CONFIGURATION. .Ii 1"/FT. SLOPE TYP. 94 M.H.= 115.4 CF 1923 CF jo PIPE TO MANHOLE 3 j4. PROVIDE SPECIAL DETAIL FOR VOLUME Q . SECTION FLAT RUBBERREQUIREMENTS EXCEEDING 1923 CF 7, THE SURFACE OF THE SIRUCNRE*MTHE HOOD IS MOUNTED St1ALL BE FINISifD PIPE a WASHER s . •: ; .. SMOOTH AND FRE OF LOOSE MAM`IIAL CD q O.D. q, . '"' .•; ;! �`•••�", ,�• :' '�' •-' .� `• .. •: • 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL M1TH 3/8' S7NNlE55 f- BOLT-DOWN SIM BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE Cn INsTAU.ATION DETAIL) it SMOOTH FINISH CHANNEL TO ,.,y . s_' ' "��"''•Q •�8' MINIMUM CONCRETE DETAIL9. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WTH MANUFACTURER SUPPLIED 3/4 VERTICAL HEIGHT OF PIPE : r; .•' " ' ' SUMP VOLUME REQUIREMENTS IINSTALLATION KIT NSTALLATION KIT. 93 ,f' f - ;: y..Yw t t'. Y i' .:`: 20 CF/1-0 CF5 OF INFLOW A INSTALLATION STRUCTIONSE 1/4" NEOPRENE GASKET 59.9 CF MINIMUM REQUIRED B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER C. OIL-RESISTANT CRUSHED CEL.FOAM GASKET WITH PSA BACKING 12" MINIMUM OF Y4"-O" COMPACTED-- `i?'.'s� o BASE MATERIAL NOTE: COVER AND FRAME SHALL BE OF GRAY CAST IRON A.S.T.M. A-48 CLASS 30. D. 3/8'STAINLESS STEEL BOLTS Cs- TAMPER PROOF (REMOVE GASKETS) E ANCHOR SinDS WATERTIGHT MANHOLE WATER QUALITY WATER QUALITY � STANDARD MANHOLE aeanWater Services FRAME AND COVER aeanWa u Service's MANHOLE SNOUT A aeanWatcr Services MANHOLE (SNOUT) B CaeanWb er Services Out commitment is clear. _ Our commitment is clear. Out commitment is clear. One commitment is clear. DRAWING N0. 010 REVISED 02-03 DRAWING N0. 130 R7=v1sED o2 03 CRAWiftG N0. 250 REVISED 12-GES DRAWNG NO. 260 REVISED t2-os Uj �w v �IrI DESIGNED BY: AHH MTS DRAWN B'Y' DS MTS CHECKED BY: AHH SCALE: AS NOTED DATE: GIN DR8'GON c� HOER N. RENEWAL DATE: 6/30/15 REVISIONS ca C'4 , CJ JOB NUMBER w 3282 J SHEET 0 203___j 0 W Z LL, U � w U Lu Z a \ m Q WAT— —WAT— —WAT— —WA7-- � — WAj/ /� / � Q D ' W/Z —WAT— -- WAT— — — —WAT— -- �- —WAT —WAT— — —WAT— —WAT— —WAT— / / / / ' / / CL Z N / i los BEARBERRY COTONFASTER (TYP) SW 68TH PARKWAY — - - - -- = T = — r SAN_ _ - - - - - /"� " � � E Z STM-- -- —STM SAN-- i SAN-- _ SAN— —SAN— — —SAN YDS / / cO�� V l >' ---� — — — STM— — — —sTw--- — — — STM— — — sTM— — — / Q ° z 3 0 p 0'• 1> LLI N H (3) PAPERBARK MAPLE (3 1/2" CAL) (TYP) v ° a STM W Cl g z q i cc RED CURRANT (TYP) • �' g o v b 'b v /' r� V b od c N 3 ... ._. b a ° � Ntntxxi W v v �� 2 �=Q PACIFIC WAX MYRTLE (TYP) i \ � lo-a C!) _40 Ln a 002 \ 00 W (Z:D 001 CD �N 4L ` - O N CD I I 004 ARMSTRONG MAPLE (TYP) U n I 003 1 Iic (n 005 3 COMPACT OREGON GRAPE (TYP) 20' ACCESS I EASEMENT TO BENEFIT TAX I , \ EXISTING TREE AREA ,� ' LOT 2400 r � \� (TREES NOT SURVEYED IN THIS AREA) ,� 1 IIIIlIII oos \ ` \� , N BLUE FESCUE (TYP) �, 00 ZELKOVA (TYP) ROSE GLOW BARBERRY (TYP) EXISTING TREE STAND #2 (TYP) DAVID VIBURNUM (TYP) �► \ '\ - PHASE 1 GRAVEL ACCESS ROAD `Y .� \ I �\ ----- 008 009 (OUTSIDE OF ))E TYP I E _ , 2 - 10' SWINGING GATES _ --------------- __41 � \ 1 r Z -� -- 013 014 015 \ � \, ADJUSTED PHASE I PARKING AREA LIMITS \\ VEGETATED CORRIDOR b EXISTING CONIFER TREE (OFF SITE) BOUNDARY PER CWS SPL NO. 13-000078 SCALE 1" = 30 FEET PLANT LEGEND co co � LANDSCAPING AREA SUMMARY Z SYMBOL QTIES. BOTANICAL NAME COMMON NAME CONDITION SIZE SPACING RUBBER HOSE AROUND TRUNK TOTAL PHASE 1 PARKING AREA: 18,500 +/- SF Q OR APPROVED TIE TOTAL LANDSCAPING AREA: 3,890 +/- SF 12 GAUGE GALVANIZED mi 5 ACER RUBRUM 'ARMSTRONG' ARMSTRONG MAPLE B&B 2" CAL. AS SHOWN PERCENT LANDSCAPING: 21% WIRE 2x2 PRESSURE TREATED ui O 3 ACER GRISEUM PAPERBARK MAPLE B&B 3 1/2" CAL. AS SHOWN STAKES (2) PER TREE N 5: 1' - 6' WIDE X 3" MULCH 7 ZELKOVA SERRATA ZELKOVA B&B 2" CAL AS SHOWN 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PLANT QUANTITIES. IF DISCREPANCIES OCCUR, DESIGN INTENT PREVAILS OVER QUANTITIES LISTED. z 2. ALL PLANTS AND PLANTINGS SHALL CONFORM TO THE CITY OF TIGARD DESIGN STANDARDS AND TO AMERICAN NURSERY STANDARDS ASN 1260.1 REVISED � 6 LONG ROOT GROUNDCOVER 2004 OR LATEST EDITION). PLANT IN ACCORDANCE WITH STANDARDS ADOPTED BY THE OREGON LANDSCAPE CONTRACTORS BOARD (OLCB), ( c BARRIER 3. PLANT SPECIES, SIZE, SPACING, QUANTITIES, ETC ARE SHOWN TO PORTRAY THE CHARACTER OF THE SITE LANDSCAPING. REVISIONS OR SUBSTITUTIONS MAY SIDEWALK BE MADE BY THE LANDSCAPE ARCHITECT PRIOR TO FINAL INSTALLATION BASED ON AVAILABILITY, COST, SITE CONDITIONS, ETC. WHERE ALLOWED BY THE CITY X1165 AND QROUNDOOV�S OF TIGARD'S DESIGN STANDARDS. SYMBOL QTIES. BOTANICAL NAME COMMON NAME CONDITION SIZE SPACING 4• TREES TO BE PLANTED SHALL MEET THE REQUIREMENTS OF THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS FOR NURSERY STOCK (ANSI 260.2) FOR GRADE NO. 1 OR BETTER. `� o n DESIGNED BY: KAH AHH " 5. TREES AND SHRUBS SHALL BE PLANTED A MINIMUM OF 36" FROM CURBS, SIDEWALKS, AND OTHER HARD SURFACING OR CENTERED IN PLANTING ISLANDS. DRAWN BY: KAH DS ® 50 COTQNEASTER DAMMERI BEARBERRY COTONEASTER CONTAINER 1 GAL 30 O.C. SET ALL GROUNDCOVERS A MINIMUM OF 24 FROM CURBS, WALKS, WALL, TREE TRUNKS, AND UTILITIES. CHECKED BY: KAH AHH 6. ROOT BARRIER SHALL BE USED, PER DETAIL 1, ON ALL TREES ALONG SIDEWALKS, CURBS, PAVING, AND IN PLANTING ISLANDS. ROOT BARRIER SHALL BE —III= o ® 34 BERBERIS THUNBERGII 'ROSE GLOW' ROSE GLOW BARBERRY CONTAINER 3 GAL 42" O.C. A MINIMUM OF 18' DEEP BY 6' LONG. CENTER ROOT BARRIER ON TREE TRUNK —III—I PEEL BACK TOP 1/3 SCALE: AS NOTED 7. MULCH: APPLY 3" DEEP WELL AGED 1/2'-3/4' GROUND OR SHREDDED DARK HEMLOCK OR FIR BARK UNDER AND AROUND ALL PLANTINGS, TAKING I I (_I I= o . OF BURLAP DATE: 11/11/13 CARE NOT TO COVER FOLIAGE OR ROOT CROWNS OF GROUNDCOVER PLANTS. N z °°°° °° COMPACTED SOIL MIX 83 FESTUCA GLAUCA BLUE FESCUE CONTAINER 1 GAL 24" O.C. 8. SOIL MIX FOR ALL PLANTING BEDS SHALL BE 1/3 SANDY LOAM TOPSOIL; 1/3 ORGANICS; AND 1/3 COARSE SAND. SUBGRADE IN ALL PLANTING BEDS ° ° ° ° ° T - SHALL BE CULTIVATED TO A MINIMUM OF 6 DEEP. BRING TO A SMOOTH EVEN GRADE AMENDED SOIL SHALL BE THOROUGHLY WATER—SETTLED AND I—III—I I I COMPACTED TOP SOIL REFERENCE ONLY tI 109 MAHONIA AQUIFOLIUM 'COMPACTA' COMPACT OREGON GRAPE CONTAINER 2 GAL. 30" O.C. HIGH-LOW AREAS RE-GRADED TO MEET FINISH GRADE. TOPSOIL SHALL BE RICH DARK BROWN COLOR AND VOID OF ROOTS, PLANTS, SOD, STONES, CLAY -III—III—III= NOT APPROVED WITH THIS PERMIT LUMPS, ALKALI SALTS, DEBRIS, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. 9. COVERED SOIL VOLUMES WHERE REQUIRED SHALL BE OF A MIXTURE APPROVED BY THE CITY OF TIGARD. REFER TO SECTION 12 AND APPENDIXES OF 12" MIN. t"' KIRSTI A. HAUSWALD 11 MYRICA CALIFORNICA PACIFIC WAX MYRTLE CONTAINER 5 GAL. 5' O.C. TIGARD'S URBAN FORESTRY MANUAL. 10. ALL PLANTING AREAS SHALL BE AUTOMATICALLY IRRIGATED. IRRIGATION SYSTEM TO BE DESIGN-BUILD BY LANDSCAPE CONTRACTOR. CONTRACTOR TO TIE 1 TYPICAL STREET TREE PLANTING DETAIL OREGON s 7 RIBES SANQUINEUM RED CURRANT CONTAINER 5 GAL. 5' O.C. INTO THE EXISTING IRRIGATION ON THE PROPERTY TO THE NORTH. REPAIR AND ADJUST EXISTING IRRIGATION SYSTEM AS NEEDED TO INCORPORATE NEW ( ^� o PLANTING AREAS. PROVIDE DESIGN BUILD PLANS TO THE CITY OF TIGARD, INCLUDING ZONE AND HEAD LAYOUT, PRODUCT DATA, ETC. FOR APPROVAL PRIOR NTS TO BEGINNING INSTALLATION. 0 56 VIBURNUM DAVIDII DAVID VIBURUM CONTAINER 3 GAL. 42" O.C. 11. CWS STORMWATER FACILITY SWALE AND VEGETATED CORRIDOR TO BE PLANTED PER CWS STANDARDS, INCLUDING RECOMMENDED PLANT SPECIES, SPACING, NOTES: PLANT SIZES, AND QUANTITIES. REFER TO CWS DESIGN AND CONSTRUCTION STANDARDS REVISED JUNE 2007 OR CURRENT EDITION. 1. DRIVE STAKES OUTSIDE OF ROOTBALL PARALLEL TO STREET AND SIDEWALK. SINGLE STAKE TREES REVISIONS 12. REFER TO SHEET L003 AND L004 FOR STORMWATER FACILITY AND VEGETATED CORRIDOR PLANTING PLANS. LESS THAN 6' TALL 0 2. SEI TREE 2" ABOVE FINISH GRADE TO ALLOW FOR SETTLING OF SOIL 0 3. PROVIDE A 6' LONG ROOT BARRIER NEXT TO SIDEWALK AND CURB. CENTER BARRIER ON TREE TRUNK 4. SOIL MIX FOR TREE PLANTING TO BE 1/3 ORGANIC MATERIALS, 1/3 TOPSOIL, AND 1/3 SANDY LOAM. JOB NUMBER coN cli M 3282W J z SHEET N L001 `�G . ...._.,.,.,--111-___ 0 W I I \ \ ,J__��_� \ 1 f r �jJ, z W (� - \ �. rr \ - �_ - - - - 1 e� t r Wp / /i 2 � mow.. - - /i �' v° U) = i /' ` _. -� WAT- - shy fJ , 1 = ��~ /' S��j i �_ I-_AT'�J //�/ r I `i -� ! WA7 - - WAT-- -- WAT -- 1 WpS / /i �- \\ .. _ 11� ��_ �� WpS I I i -WAT 00 � , WAT - T �- - WAT \...-- -- WAT- -WA -WAT--- 1 WAT- .� i - i ' / Q CL r� i I I I I _II__ -�- I-1 - - ; - - j 1 \ __ _- �� \ - _� _ Q R ��/��/y® - _ f / s -- / I \ . I' !! I � P � lK tii/�Y� - I- --SAN -' --SAN -..,A,- - � � - - __� 'rs __ i7" - - -' !.-i V) J C / , -j 9 -JST� -J ! 1. J 1 - -- - !s _ -SAN r- a 1rlolj/ '-rl'- - -51u - -�sT►}- , - / �/ \ --- / AIS l --f OW ct' Q \ ' S � '- '-STM- ____ - STU- -- � J /� p J / \` I %sem" ` I -•� ` sTM �--- - -- rn cn / 1 \ .- S I 11 ', ,-'G%4.7rr^ - < x' / ° a7 .. ..--^^: `_' J // U' Z � C) E \ Y 11 \ I i,',< .d"i ,.. `rr y \� _. i/�w�.�,��!� !I�� .._- -_ ....__ -_ a °rte a_r --f' �� -�~ ..-./i j •fi I./ Z O N co 'i M �' Y r o f / \\ ;^,,r �_ _ 1_r^ y vi of li .r,�.x,:. .{z• 4� - - 4 .,.t. ''>p•.,,,?T /� n7r1 -- ./^. ::- W r 0 / MATURE CANOPY V ' �' ,:,. ,,. , � ,; ,, � ,�<: < ,, \ \ �. \ i � r jrk�j.A�q. T .�-_, .,._- - �;--- - - - �� -•--- .� / w _rri N OVER (TYP) r.. s.; ;,, q \ _.7 s/ V - �_...�.��. .� ✓ -\ - z o rn a� �q 1 \ �- . >.,;r#+�, .._..;.layer' t:h _'r :f,:i• :S L7' �f.''' 1 t{r,11 1, ;-,r'-H`•u,'Q �- \_ - � �� «, -�'�~'`\...- ^"•' �f u O - V7 Z .:.. r::a'• 7�.'•$..j Y 1' tf,. Y ..I:: \ .:�F`'C�.�rt,i" , / ..�'. ��.:' \ ' Z 2 NNNNN W / \ rY::}"J .w .S. w.. :'.i:" :,i i,, .,j ,. \ '\ ?. t 1± / �_ _.-. ..\/ �- +�... -�- �� '\\ ��^".-.•- +.-. W r:snw, i � r y _� . \ ,x .r, } , / -.�.r -, f s. + " .�£ \ \ ,-{: :.t_f: .�A'ri, / / - -� �f ,. �:/:': ..� .:-„/ W p 3 0 :r,: ,. s y: rr±, +. r,?1`is. , ,r ,... /g r_ ... �� _._ ._� ! e- m' \ .3.x:.�: ...t ,S. :1 .ar �. 4. ",.: ate_ "' �- -�'r �` / / I F- I l i y, r K{> ±r . .. .. �..;:' , � P P K P ;> ,e � --O =�-- --- ^�.�-�'`� _- ✓ / cn a, _W o z t ,, 4 ,, t A ERBAR MAPLE (TYP) I , �, \ :o. ____ -- ---- �_ # O \ 1 t , / 1 ,,; „4„,;-r \ 1 / . L- .✓ s / 'd� en v� a U_ W F.,... ,. ..,':.. ._ .. ..�` , , \ ..�.;.�, mss.,::,::. • \ --- ---- - IL. ./ :.,.. ✓ ..,.:.y At h:C >; 4. ..0 \. ,`1 \ \ `\`'F:/ �.:"::. ti. / "" ' is ,• ,.:r .., • .,.:..., /1 \ . 7 ,.lc , , :. IL \. / 71 x x-,• `. ...>. ,y,: IS o `�.:,r1.0 S;ir .. 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LL \ f' I I er r /' / 2a AccEss \ I \ <,, ; _,..... f i \ \ TMAP 1 S! 1 6DA f \ I �:L: l \ i\ EASEMENT TO rt , ` <<:r t\ / ' \ / \ i \ � 1 - \ r; � 1ij \ I 1 I ! 1 EXISTING TREE AREA t BENEFIT TAX I. 11 , I` L , \ ,� x.},,.t } <s I \ �- r . I \ �toT_ \ i t �:.x�..t t I \. TR ES NOT SURVEYED �� W l LOT 2400 I t ,I f. ,., \,��,,•,.,: ;:,� / I ' .S\r E n , Q �I t`\ r f: ,,, . V l t� f'.v< <� < r' - 1N THkS AREA / U f _ a ,� + I 1 IL. 1. C� I .� .� \ ;11 r � { :. ..:, r-., .. . _ •r�Y � �.,F, +� 14 I s ,.r Y.,. w, . . x \ ( . I __ ,,L,,L"'L I h r \ r.. , {j� fl -r. " .•... .. ..-ter r �. -. ... .. .. .. :: .. ::. . \ � \ \ \ \ ... . :,. .. J 1 \ > \ r i l .LC. :. I ._. :..,:, 511 »: :n..,.» r l ,. ._�'" _ -:.: \ , \ t L. ::.'.::" i ..... c :::., / / 1. . s. I �' L I \ I . L .�.%'� I .. I , .r ..<. ,. ,. ... \\ - �'�L I , . , �. 1 _ L EXISTING TREE STAND 2 TYP , .L LL,- L, &: L�:L� ' L ... :_ r \: . �: 11 _ : . 1 # c ) t� . . .. { L. .. .. ' , . . LL'.. .. I I . �, L iiN,u .: #,il! .t.. 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F t fi Y ` F I\s 1 4 �\ �_ ` -J �� i 11-- 1 � _f `` _•�\ ry!� c\+W za __ ---�-- - \ ) / / j` \ l �' \\ 1 S ,i+,`,. _ �\\\\\\ \\ ft � / � � � '"�� ( � � }m-.____=�� ; i 1 182 a�3--of �0�5 \` /�� -- -;�--� -- - ` r�J j �\ \\�\\ \\\\ r'I - - -`� / / Q ^ /i /� �� I- -1 �` `\ `/ ,1_'m_��- '-- �--,`"` 1-�� __ - - -- ~--� �'_ mY 4 ~-. ___- __ _-='`- `_ ADS USTED -~ \ \ �- I I , PHASE I PARKING AREA LIMITS `\ - ~ `'�`� '` -- -- '�`' ' `�- \\ .. \\\ \ \ ,� 1 _ J i f 1 \ \ ~r \ \ � ` �` � VEGETATED CORRIDOR L��\ \\\\ \�� 1 l ROCK RETAIW NL I I I I I \ % `` c �� \,� `=- - BOUNDARY PER CWS= 1��\\\\\\\�� <- / �' �� I a I \ `-\ \ \ � SPL NO. 13-000078 , \^- �� \ \ %',v I \ I I I I I \ \ \ \ \ \ �\ \ - i \, -~.\\��:\\ ,/ / -\� I i TREE LEGEND PHASE 9 TREE CANOPY TABLE an SYMBOL QT1ES. BOTANICAL NAME COMMON NAME CONDITION SIZE SPACING o --'----- --- TREE## SPECIES OPEN SOIL VOLUME COVERED SOIL VOLUME TOTAL SOIL VOLUME AVERAGE MATURE CANOPY /CANOPY OVER PARKING LOT ARERA OVER PARKING LOT QUALIFYING SITE CANOPY 001 Zelkova Over 1,000 cf 0 cf Over 1,000 cf 50. 0 'Spread (1,963 sf) 35% 681 sf 1,963 sf 5 ACER RUBRUM 'ARMSTRONG' ARMSTRONG MAPLE B&B 2" CAL AS SHOWN 0Q2 Zelkova Over 1,000 cf 0 Cf Over 1,000 cf 50'Spread (1,963 sf) 30% 591 sf 1,963 sf I s 003 Zelkova Over 1,000 cf 0 cf Over 1,000 cf 50'Spread(1,963 sf) 73% 1,429 sf 1,963 sf Q O 3 ACER GRISEUM PAPERBARK MAPLE B&B SCALE 1" = 30 FEET 3 1/2 CAL. SHOWN 004 Armstong Maple 438 cf 564 cf 1,002 cf 15 Spread (177 sf) 1000/ 177 sf 177 sf 005 Armstong Maple 438 cf 564 cf 1,002 cf 15'Spread (177 sf) 100.0 177 sf 177 sf 0 7 ZELKOVA SERRATA ZELKOVA B&B 2" CAL. AS SHOWN 006 Zelkova 165 cf 837 cf 1,002 cf 50'Spread (1,963 sf) 71% 1,400 sf 1,963 sf o o m o W 007 Zelkova Over 1,000 cf 0 cf Over 1,000 cf 50`Spread (1,963 sf) 72% 1,416 sf 1,963 sf 008 Zelkova Over 1,000 cf 0 cf Over 1,000 cf 50'Spread (1,963 sf) 80% 1,561 sf 1,963 sf uj 009 Zelkova Over 1,000 cf 0 cf Over 1,000 cf 50'Spread(1,963 sf) 74% 1,454 sf 1,963 sf M 010 Paperbark Maple Over 1,000 cf 0 cf Over 1,000 cf 25'Spread (491 sf) 0.0/0 0 sf 491 sf 011 Paperbark Maple Over 1,000 cf 0 cf Over 1,000 cf 25'Spread (491 sf) 0•/0 0 sf 491 sf �` QUALIFYING MATURE CANOPY COVER ///�//, OPEN SOIL VOLUME 012 Paperbark Maple Over 1,000 Cf 0 Cf Over 1,000 Cf 25'Spread (491 sf) 0% 0 sf 491 sf ',; r /�,/ / 013 Armstong Maple Over 1,000 cf 0 Cf Over 1,000 Cf 15`Spread (177 sf) 0% 0 sf 177 sf 014 Armstong Maple Over 1,000 cf 0 Cf Over 1,000 cf 15'Spread (177 sf) 0.0/0 0 sf 177 sf - - - - - - - INDIVIDUAL TREE MATURE CANOPY OUTLINE COVERED SOIL VOLUME 015 Armstong Maple Over 1,000 cf 0 cf Over 1,000 cf 15'Spread (177 sf) 0% 0 sf 177 sf __----------- TOTAL QUALIFYING SITE CANOPY 16,099 sf r� EXISTING TREE CANOPY OUTLINE r TOTAL QUALIFYING CANOPY OVER PARKING LOT 8,886 sf DESIGNED BY: KAH AHH TOTAL PHASE 1 SITE AREA: 18,384 S.F. PHASE 1 PARKING LOT AREA: 15,148 S.F. DRAWN BY: KAH DS TOTAL QUALIFYING MATURE TREE CANOPY AREA: 16,099 S.F. TOTAL QUALIFYING MATURE TREE CANOPY AREA: 8,886 S.F. CHECKED BY: KAH AHH % CANOPY COVER: 88% % CANOPY COVER: 59% REFERENCE ONLY MINIMUM % CANOPY COVER: 33% MINIMUM % CANOPY COVER: 30% SCALE; RNa, A� N(?TFD NOT APPROVED WITH THIS PERMIT DATE 11/11/';_ 88% IS GREATER THAN THE MINIMUM OF 33% TOTAL QUALIFYING MATURE CANOPY COVER FOR THE SITE, THEREFORE, CITY REQUIREMENTS ARE MET. ADDITIONALLY, THERE IS 59%CANOPY COVER OVER THE PARKING AREA, EXCEEDING THE REQUIRED 30% COVERAGE. NOTES: I, BRUCE R. BALDWIN, ATTEST THAT THIS THIS PLAN IS FOR PHASE 1 PARKING AREA ONLY. GRAVEL ACCESS ROAD IS TEMPORARY AND WILL BE REMOVED DURING TREE CANOPY SITE PLAN MEETS ALL OF PHASE 2. A TREE CANOPY PLAN FOR PHASE 2 WILL BE COMPLETED AT THAT TIME. I THE REQUIREMENTS IN SECTION 10, PART f 2, OF THE CITY OF TIGARD URBAN o EXISTING TREE 11582 (SITKA SPRUCE) IS OFF-SITE AND THEREFORE WAS NOT INCLUDED IN THE TOTAL QUALIFYING MATURE o CANOPY AREA CALCULATIONS FOR PHASE 1. EXISTING TREES 30063,11040, 11037, AND 11036 (COTTONWOODS) ARE .�._ FORESTRY MANUAL. C) OUTSIDE THE BOUNDARY OF PHASE 1 SITE DEVELOPMENT AND THEREFORE WERE NOT INCLUDED IN THE TOTAL QUALIFYING ^ Q REVISIONS ._ MATURE CANOPY AREA CALCULATIONS FOR PHASE 1. 3 /`, i�- o SOILS: REFER TO SECTION 12 AND APPENDIXES OF TIGARD'S URBAN FORESTRY MANUAL. REMOVAL,STORING,AND AMENDED BRUCE BALDWIN, CERTIFIED ARBORIST C) SOILS FOR PLANTER AREAS; BLENDED SOIL PLACEMENT AND COMPACTION;COVERED SOIL MATERIALS; COVERED SOIL MIXING �T PNN-6666A PROCEDURES;AND COVERED SOIL PLACEMENT SHALL CONFORM TO CITY OF TIGARD STANDARDS. JOB NUMBER BRUCE{ R. BALDWIN 3r�Vr� N LL CJLL �/E7'�ry�►A�[tyyM1-U�M��6h�,i - 122/31/14 J CMUMM NlV7ABM PN-MM z SHEET 3 0 IL002 V) Q C7W / > w VEGETATED CORRIDOR MITIGATION AND ENHANCEMENT PLANnNGS N z UPLAND FOFEST IMMIGATION AREA(573 SF) a ON CENTER/ � Z a SYMBOL QTIES. COMMON/BOTANICAL NAME PLANT CATEGORY MIN. ROOTING MIN. PLANT HT. SEEDING RATE SPACING FORMAT Z Q �- �- --� - -__ _ �_ _ - _ _ _ BIG LEAF MAPLE (TYP) _ �" Cl(IVAY / � / � -- � _,,\,I,,,,, SIZE Z � OCEANSPRAY AY TYP / a _��•\\�= 2 DOUGLAS FIR TREE 2 GAL. 3' 10' SINGLE 1 EXISTING TREE STAND #2 (TYP) \ _ - ( ) / 1- "' (PSEUDOTSUGA MENZIESII) o o. / WESTERN SWORDFERN (TYP) / r // 3 BIG LEAF MAPLE TREE 2 GAL 3' 10' SINGLE _ (ACER MACROPHYLLUM) � ; o, t7 4. .. --- a ° a ° _ °�� -- �L /J// / 10 SNOWBERRY SHRUB 1 GAL. 1.5 41-51 CLUSTER z rri o� o �-- rY cel ao v ¢ > ,'; Y j �/ `-.�"_"R;__ - ?ZQ __ �-�-- �-\ / / (SYMPHORICARPOS ALBUS) W O rM N i _ W p`. ;�` /// �- _' �� - -- -� / % /� 5 WOODS ROSE SHRUB 1 GAL. 1.5' 4'-5' CLUSTER c' N o u'o Y _Z w �_- �\ UPLAND FOREST ENHANCEMENT J= ^\� _ /// i (ROSA WOODSII) '� AREA DEGRADED AREA (22,681 SF) -� \\ ✓ �- �- I ,,,x xIII = z O \ ' >�:?-.x� u \ \ \ M ' • o\�f ` � _--\ �-- - -` -- _ -r- -� -- /� ® 4 SERVICEBERRY SHRUB 2 GAL 2 4-5 SINGLE 'dE in u, a u- W u. \ INSTALL 4"x4n VEGETATED (ALNELANCHIER ALNIFOLIA) 4 CORRIDOR SIGN PER DETAIL ON 10 SWORD FERN SHRUB 2 GAL N/A 4'-5' Z 60- STEEL SIGN POST (TYP)\ \ \ // o.\• '' - =r- -� J CLUSTER (POLYSTICHUM MUNITUM) >= (sx� r I UNDER 10 LBS NATNE CALIFORNIA BROME GRASS SEED N A VARIABLE* MASS O N �* / AND PLS (BROMUS CARINATUS) � � W -�,/ • J J J J JJJJ _3 t LC-> O /,, , 1". • \; J JJJ O 'r 1 I'� AROUND UPLAND/ NATIVE CALIFORNIA BROME GRASS SEED N/A VARIABLE* MASS l L tl / - --- _ - PLANTINGS ° DRY AREA (BROMUS CARINATUS) CDIt ,`' UPLAt RIPAR IAN FOREST AREA-MARGINAL CONDITION(46,719 SF) _ \' ` . '= --- �,,3, 1�; - \ \ TAX LOT 2300 ON CENTER/ / AL, ` t� . _ z _a �` - ` ` _ SYMBOL QTIES. COMMON BOTANIC NAME PLANT CATEGORY MIN. ROOTING MIN. PLANT HT. SEEDING RATE SPACING FORMAT x � j / O Q A / ' - TAXMAP 1 S 1 36DA SIZE LL O ° 19 RED ALDER TREE 1 GAL. 3' 10, SINGLE � (ALNUS RUBRA) a t� z I UPLAND FOREST MITIGATION AREA (573 SF) ° _ = ( J J J 1 \ = 39 DOUGLAS FIR TREE 2 GAL 3' 10, SINGLEin '4 •pmt\``� w 3 BITTER CHERRY (TYP) (PSEUDOTSUGA MENZIESII) 29 BIG LEAF MAPLE TREE 2 GAL 3' 10' SINGLE Li DOUGLAS FIR ':;�..., � • \\uu/ ° _ \,\If1t � RED ELDERBERRY (TYP) ACER MACROPHYLLUM L_C_I BEAKED HAZELNUT TYP "` / _ �'\� ` (TYP) I o ' Q i �- 29 BITTER CHERRY TREE 2 GAL 2 10 SINGLE (l7 (TYP) �_.,�j, - n\\\, • ' ' • �.,m\�� '� WOODS ROSE TYP I I I I (PRUNUS EMARGINATA) _ s:=4.• \ � ''' � SERVICEBERRY (TYP) � U t` -� / _ ,I ` �� • , ` r- f SNOWBERRY TYP O 19 BEAKED HAZELNUT TREE 1 GAL 2' 1p' SINGLE /� -- _ ( ) (CORYLUS CORNUTA) lau 1 �. "tit 1 ° ` _ O �� - ° )JJJ \�\ - 1 1.5' 4'-5' SINGLE Q / 200 OCEANSPRAY SHRUB 1 GAL ` \ - \V - (HOLODISCUS DISCOLOR) U �? a JJ JJJ JJJ \Il/ , , � ° '%//n • '- n�,�`.- JJ JJJ JJJ J • � ' , , MOUNT 12"x1$ -� - � .r�. JJ JJJ JJ JJJ \ /�/ ' _ '. : JJ JJJ JJJ - • -\\\ I// O _ _ _ _ 4 _ VEGETATED CORRIDOR SIGN`•. a k JJJJ . - ` , • = au \\"'. \A'x, - - - \t t /n�\`` 200 RED ELDERBERRY SHRUB 1 GAL 1.5 4P-51 SINGLE 1", . ' � PER DETAIL ON FENCE_ w • �`" � ''��Zlu� %//� �\\\ � \ O (SAMBUCUS RACEMOSA) � JJ JJJ 330 SNOWBERRY SHRUB 1 GAL. JJ JJJJJJJ • /l,\ - • ` - 1.5 4)-50 CLUSTER - J JJ JJ JJJ �/ \�' \ / \� \\�L�!//,� ` • /i � � O O O f f 1 M O �h`_tiT•=��rf � JJ JJ J 111\\ 0 0 0 ' / '//!n\\e • a\`":f! • � \ \ �\ Y••-_l`� JJJ JJ �% ' m �1w, O O 0 (SYMPHORICARPOS ALBUS) N 0 BITTER CHERRY (�) . :. . - JJJJJ o �O O `,1\11r/?n�`: \�� u/,,' - - _ - O , \111//i \ , ?�_:•---,�:� � � 320 WOODS ROSE SHRUB 1 GAL 1.5 4'-5t CLUSTER ,• j., ls°. ,� /. ��.'� ° 0 O (ROSA WOODSII) U UPLAND/RIPARIAN FOREST ENHANCEMENT AREA MARGINAL CONDITION (46,719 SF) \ 00 200 SERVICEBERRY SHRUB 2 GAL. 2 4-5 SINGLE 7- Q 1 \ / '; 0 • 'lu., \+ -_ �-r _ >�� _ 0 (ALNELANCHIER ALNIFOLIA) T� o � > DOUGLAS _ 320 SWORD FERN SHRUB 2 GAL ` _•1 ' 7.`.i '�tl ` pial • � `' , r '' s ``<•� ``�.''4 m\o ,u FI (TYP) ------ �� --= 0 N/A 4'-5' CLUSTER ,.,js ��' 0 (POLYSTICHUM MUNITUM) O O O O --- -- I -- O J UNDER 10 NATIVE CALIFORNIA BROME GRASS SEED N A VARIABLE* MASS r / O O O �O - /�� AND LBS (BROMUS CARINATUS); NATIVE ' \' �� 'i '' ` O O O� O O '` '\ ° �/� + <M> <I�I> AROUND PLS CALIFORNIA BROME (BROMUS w; Jj { ! , ` �•+ �' • Wj JJJ /J �7 W W s , ' ' - • �\ /� _j -i J� < PLANTINGS ) r -_�•a\�.. _ "�,��- r -, -�^�-\ , _ \ ` `\ Ir \�'i/n►\\`� . _ JJJJJJXJ / W WW CARINATUS Ltt�;;\ rl,\ JJJ JJJ /// r r�.., - \\\_z • _ \ �// \\JJJ JJJJ /� c.X1S�?NG TREE ti��✓ �t;� s, ��, \ \ 1 w �L�\\\ ° c nt\\`� O JJJJJ JJIJJJ ° o ^/ / + STAND #2 (TYP) \ \ UPLAND FOREST ENHANCEMENT AFEA- DEGRADED AREA(22,681 SF) per• �-- \ \�\ \�\ \ •\ \ �" l i� / •F- (f \\\\�� \�J JJJJJ_1JJJJJJJ J O J _3-.. -i J JJ.JJ/JJJ J�(fl�>\\ i 1 .'•.;�a •«- `-J ( \ JY-+-�! JJa O JJJJJXJJ�J //� • `\\ // �YLL�� ON CENTER \\ JJJJJJJ o J �.. \ SYMBOL QTIES. COMMON/BOTANICAL NAME PLANT CATEGORY MIN. ROOTING MIN. PLANT HT. SEEDING RATE SPACING FORMAT 1j 1l \ _ / / l \ / \, \\\\\ \\ JJJJJ JJ _�1\tW[ �`,\\ /,�J` /jL+ • //I t\\`` �� I l \u'"iJ`\\\"��Y • \ • O z��"_ �- ` ' /" _\\\\ \\\ \-^\ ,-' /�. O O ° /� }_•`y • \\�N�j� • - ''' \\` / SIZE ��1 `` •-��` �; ADJUSTED _ -� \ �/ • J JJJJJJJ) JJJJJJJ - O 3 1 O \\\ \\\ )JJJJJJJ JJJJJJJ 56 RED ALDER TREE l GAL SINGLE Z VEGETATED CORRIDOR -� \\\ \\\\ \\�� 'a ®` '� (ALNUS RUBRA) BOUNDARY PER CWS= \�� \�� SERVICEBERRY (TYP) \/ 1 , 57 DOUGLAS FIR TREE 2 GAL 3' 1 p' SINGLE SPL NO. 13-000078 \� RED ALDER (TYP) \ WETLAND BOUNDARY) / �/� SCALE 1" = 30 FEET ""\�� (PSEUDOTSUGA MENZIESII) 57 BIG LEAF MAPLE TREE 2 GAL 3 10 SINGLE O a C (AGER MACROPHYILUM) PLANTING AND INSTALLATION NOTES: `° O 57 BEAKED HAZELNUT TREE 1 GAL 2' 10' SINGLE 0 JJJJ (CORYLUS CORNUTA) 1. THE WATER QUALITY FACILITY AND VEGETATED CORRIDOR ENHANCEMENT PLANTINGS SHALL BE PLANTED WITH CLEAN WATER SERVICES APPROVED NATIVE SPECIES AND PLANTED IN SUCH A MANNER AS TO BLEND INTO THE NATURAL SURROUNDINGS. ADJUST JJJJ 150 OCEANSPRAY SHRUB 1 GAL_ 1.5' 4'-5' SINGLE PLANTINGS AS NECESSARY AROUND EXISTING NATIVE PLANTS TO REMAIN. (HOLODISCUS DISCOLOR) W 2. NON-NATIVE, INVASIVE SPECIES ARE PRESENT IN THE ON-SITE VEGETATED CORRIDOR. PRIOR TO INSTALLATION OF PLANT MATERIALS, ALL INVASIVE VEGETATION WITHIN THE VEGETATED CORRIDOR SHALL BE REMOVED PER METHODS DESCRIBED IN CLEAN WATER 150 RED ELDERBERRY SHRUB 1 GAL 1.5' 4'-5' SINGLE Z SERVICES'S INTEGRATED PEST MANAGEMENT GUIDE, 2009. DURING REMOVAL OF INVASIVE VEGETATION CARE SHALL BE TAKEN TO MINIMIZE IMPACTS TO EXISTING NATIVE TREE AND SHRUB SPECIES. REFER ALSO TO CLEAN WATER SERVICES' INTEGRATED (SAMBUCUS RACEMOSA) 229 SNOWBERRY SHRUB 1 GAL. 1.5' 4'-5' CLUSTER as VEGETATION AND ANIMAL MANAGMENT GUIDE (MARCH 2003 OR CURRENT EDITION). (SYMPHORICARPOS ALBUS) J 3. CLEAN WATER SERVICES SHALL BE NOTIFIED 72 HOURS PRIOR TO THE START AND COMPLETION OF ENHANCEMENT/RESTORATION ACTIVITIES. ENHANCMENT/RESTORATION ACTIVITIES SHALL COMPLY WITH THE GUIDELINES PROVIDED IN LANDSCAPE REQUIREMENTS � 228 WOODS ROSE SHRUB 1 GAL. 1.5' 4'-5' CLUSTER W (R&O 07-20, APPENDIX A). (ROSA WOODSII) a 4. MAINTENANCE AND MONITORING REQUIREMENTS SHALL COMPLY WITH R&O 07-20, SECTION 2.11.2. IF AT ANY TIME DURING THE WARRANTY PERIOD.THE LANDSCAPING FALLS BELOW THE 89% SURVIVAL LEVEL, THE OWNER OR HIS AGENT SHALL REINSTALL ALL 150 SERVICEBERRY SHRUB 2 GAL 2' 4'-5' SINGLE � DEFICIENT PLANTING AT THE NEXT APPROPRIATE PLANTING OPPORTUNITY (EARLY SPRING OR LATE FALL) AND THE TWO YEAR MAINTENANCE PERIOD SHALL BEGIN AGAIN FROM THE DATE OF REPLANTING. (ALNELANCHIER ALNIFOLIA) w 229 SWORD FERN SHRUB 2 GAL. N/A 4'-5' CLUSTER 5. THE VEGETATED CORRIDOR AND SENSITIVE AREAS SHALL BE PROTECTED BY PERMANENT CHAINLINK FENCING AND SIGNAGE BETWEEN THE DEVELOPMENT AND THE OUTER LIMITS OF THE VEGETATED CORRIDOR. REFER TO FENCING DETAILS SHEET L004. (POLYSTICHUM MUNITUM) UNDER 10 LBS NATIVE CALIFORNIA BROME GRASS SEED N/A VARIABLE* MASS 6. HATCHED AREAS SHOWN FOR EACH SPECIES ARE MEANT TO PORTRAY GENERAL PLANTING AREAS. EVENLY DISTRIBUTE PLANT SPECIES AT SPACING LISTED IN PLANT LEGEND, ADJUSTING FOR ON SITE CONDITIONS/VEGETATION AS NECESSARY, FOR FULL COVERAGE. AND PLS (BROMUS CARINATUS) • AROUND UPLAND/ NATIVE CALIFORNIA BROME GRASS SEED N/A VARIABLE* MASS 7. MULCH SHALL BE APPLIED AROUND ALL NEW TREES AND SHRUBS AT A MINIMUM OF 3 IN DEPTH AND 18 IN DIAMETER TO RETAIN MOISTURE AND INHIBIT WEED GROWTH. MULCH SHALL CONSIST OF ROTTED SAWDUST, COLOR DARK BROWN, A MINIMUM OF 2 PLANTINGS DRY AREA (BROMUS CARINATUS) YEARS OLD OR WELL-AGED ORGANIC 'YARD WASTE' COMPOST MULCH THAT IS GUARANTEED TO BE FREE OF WEED SEED. 8. PLANTINGS SHOULD PREFERABLY BE INSTALLED DURING FAVORABLE WEATHER CONDITIONS BETWEEN FEBRUARY 1 AND MAY 1 OR BETWEEN OCTOBER 1 AND NOVEMBER 15. PLANTS MAY BE INSTALLED AT OTHER TIMES OF THE YEAR, HOWEVER ADDITIONAL VARIABLE*: PLANT AT RATE RECOMMENDED BY SUPPLIER FOR FULL AERIAL COVERAGE. DESIGNED BY: KAH AHH MEASURES MAY BE NECESSARY TO ENSURE PLANT SURVIVAL SUCH AS WATER RETAINING POLYMER SOIL ADDITIVES, SUPPLEMENTAL WATERING, ETC. DRAWN BY: KAH DS 9. IRRIGATION FOR THE VEGETATED CORRIDOR IS TEMPORARY. CONTRACTOR TO PROVIDE A DESIGN-BUILD PLAN WITH HEAD AND PIPE LAYOUT, CITY APPROVED DOUBLE-CHECK VALVE, AND BATTERY OPERATED ZONE CONTROLS, PLUS PRODUCT INFORMATION. OBTAIN CHECKED BY: KAH AHH LANDSCAPE ARCHITECT'S APPROVAL OF PLAN PRIOR TO CONSTRUCTION. IRRIGATION SHALL BE PROVIDED AT AT A RATE OF AT LEAST 1• PER WEEK BETWEEN JUNE 15 AND OCTOBER 15. REFER TO CLEAN WATER SERVICES' DETAIL NO. 710, MAINTENANCE NOTE SCALE: AS NOTED 2, SHEET LO04. REMOVE TEMPORARY IRRIGATION AT RELEASE OF MAINTENANCE BOND (END OF WARRANTY PERIOD). DATE: 11/11/13 NOTES: T MAINTENANCE SHALL BE PROVIDED BY: WAY LEE GENERAL CONTRACTOR, INC REFERENCE ONLY 797 MAINTENANCE PLAN: � -a I� 1. CLEAN WATER SERVICES REQUIRES A TWO-YEAR MAINTENANCE PERIOD FOR VEGETATED CORRIDOR MITIGATION. THE ENHANCED VEGETATED CORRIDORS IS TO BE INSPECTED ANNUALLY, A MINIMUM OF TWO TIMES DURING THE GROWING SEASON, BY JUNE 1 NOT APPROVED WITH THIS PERMIT r KIRSTI A. HAUSWALD AND SEPTEMBER 30. - THE MAINTENANCE SHALL OCCUR A MINIMUM OF 2 TIMES PER YEAR (BY JUNE 1 AND SEPTEMBER 30). OREGON M 2. PLANT SURVIVAL CLEAN WATER SERVICES' SUCCESS CRITERION FOR VEGETATED CORRIDOR ENHANCEMENT IS 80% SURVIVAL OF TREE AND SHRUB PLANTINGS DURING THE TWO YEARS FOLLOWING PLANTING. IF ANY MORTALITY IS NOTED ON THE SITE, THE - METHODS SHALL INCLUDE: 06/06/13 FACTOR(S) LIKELY TO HAVE CAUSED MORTALITY OF PLANTINGS IS TO BE DETERMINED AND CORRECTED IF POSSIBLE. DEAD OR DYING PLANTS SHALL BE REPLACED. IF SURVIVAL FALLS BELOW 80% AT ANY TIME DURING THE TWO-YEAR MAINTENANCE • REMOVAL OF INVASIVE SPECIES BY HAND C o PERIOD, THE PLANTINGS SHALL BE REPLACED, AND OTHER CORRECTIVE MEASURES, SUCH AS ADDITIONAL MULCHING OR IRRIGATION, MAY NEED TO BE IMPLEMENTED. IF REPLANTING IS NECESSARY, THE MAINTENANCE PERIOD WILL BE EXTENDED FOR TWO • REVIEW AND TESTING OF TEMPORARY IRRIGATION AS APPLICABLE YEARS FROM THE DATE OF REPLANTING. ( ) REVISIONS cm 3. INVASIVE SPECIES CONTROL IS TO BE CONDUCTED AS NEEDED BASED UPON THE SITE INSPECTIONS. INVASIVE SPECIES INCLUDE: HIMALAYAN AND EVERGREEN BLACKBERRY (RUBRUS DISCOLOR AND R. LACINIATUS), REED CANARYGRASS (PHALARIS • REPLACEMENT OF DEAD OR DYING PLANTS (BY HAND) A ARUNDINACEA), TEASEL (DIPSACUS FULLONUM), CANADA AND BULL THISTLE (CIRSIUM ARVENSE AND C. VULGARE), SCOTCH BROOM (CYTISUS SCOPARIUS), PURPLE LOOSESTRIFE (LYTHRUM SALICARIA), JAPANESE KNOTWEED (POLYGONIUM CUSPIDATUM), CD MORNING GLORY (CONVOLVULUS SPECIES), GIANT HOGWEED (HERACLEUM MONTEGOZZIONUM), ENGLISH NY (HEDRA HELIX), NIGHTSHADE (SOLANUM SPECIES), AND CLEMATIS (CLEMATIS LIGUSTICIFOUA AND C. VTTALBA). JOB NUMBER corn w 3282 U Z SHEET 3 Y L003 Q C3' W ,rLLI r, - \ \ ♦/N,rr/r�rrrrr�/rrk//rr, � � \ CONSTRUCTION Q .... ///.rrr ,///rr ///,/ \ ` 1. Water Quality Swale shall be over-excavated and filled to final grade with 12-inch amendedZ CL topsoil. Topsoil amendments shall be garden compost,not conventional fertilizer \ ''•'; •'''/' ''•/ '' ( \ \ - }- Z C) y VINYL CLAP CHAIN LINK FENCING Q N „ � SEE STD. DETAIL N0. 740 amendments. SCALE 1 10 FEET \\ \ �\ w `� Z Z rrr ////,rrr r/,/r/r r/r,rr/ rr, 2, A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the \ \ \ \ O. o D swale cross section,fabric shall be held in lace in accordance with the manufacturer's ", """''� ' \ \ \ \\\ o �* m o n --I { installation requirements. Anchor spacing shall be based on 3 fps flow over the fabric. . ,,., ,,,,,, r r,///,,, //..,r/ \� \ �- v� ,R o �0 APPROVED a. Treatment area-high-density jute matting(Geojute Plus or other approved equal) ' \ '% (TYP) ""'\� \ \ \ \ \ cD o� a? co E Z o ,,;�,, FREE BOARD SEED MIX TYP ,,, r \ \ z rn o EC b. All other areas-low-density jute matting(Econojute or other approved equal) I \ \%�'%r/rrr> //r/r,/'<�////rrr//\///,/ \ \ \ \ \ Q N OO 8 /rr�(rrrrr, /rrrr////////" , \ \ W IMN C W jLJ MATTING \ . ////\(rr/.;/,/.//,r, .,rr..//, r.,r , \ \ \ 3. 2.5-3 inches of 2"+river run rock shall be placed over the matting evenly throughout the �//%�c///./// // /////:// /////r r/ r r//// r \ \ \ \ z g o Loo ,' W length and width of the swale. I •\� •'••• "••• •/ ,, h�";'� \\ \ `\\ \ '- Z to p D 4. Plant materials shall be placed in accordance with the plan and plant table as shown on "„'; "' "'„"' '"""\ '„1 \ \ \ '\ (n C> Z O approved 18[1.4. ///r///,//,//rrr /„/rr// rrrr;rrrr ///raj, =- \\ \\ \ �cnfn �Li 3 W LL --� SWALE BOTTOM 5. The water quality swale treatment area plantings can be deemed"substantially complete" --� 2' MIN. - e ;WET AREA PLUG MIX (TYP) DSP ' ,/ \\ 12 MIN. TOPSOIL once active green growth has occurred to an average growth of 3"and plant density is an , . , . . . . . . . ;; ° \ , \ \ Z 1 MIN. rr/ . /r, �, \ \ \ average of approx. 6 plants(minimum 1-inch plugs or equivalent)per square foot. %„%„"'/%, ', "'• DSP ,,,//, \ \ \ \ \ O /,r/,r/////rrrrrr//rrr rrrr/ 6. The facility shall be deemed acceptable to begin the maintenance period when plant growth / ,;.,, ,, ,,, � ,,,, ++++ ++ DSP //// /„rr/r/rrr/r/ r r/, /r,r + + r=-=A D and density matches the engineer's design as shown on the approved plans and all other ,,,,,,r,,,,; ,r , ,, ,, �S ,,,,= ; \ '\ \ �'\ In'� RE + + + �, \ r 11J F 0.5 MAX. requirements have been met. The engineer must certify the facility to be functional,in /Jar SN \ O cn + + +, � \ \ accordance with the approved plan design to begin the two-year maintenance period. S O o r � + + + \ \ \ \ \1 I , I O OCEANSPRAY (TYP) , '; ;,' RE ++ SN ;:: \\ \ \ O Q w s2.5"- FTI RIVER ROCK 2" -3/4' Ar11�11�I'1'ENAI�CE " � 3 DEEP //,//r// /,//r//,//;///, // a 1. The permittee is responsible for the maintenance of this facility for a minimum of two years / r r,r,� .r,//r.,,r r,,r r ,r r/r E -, SN + +following construction and acceptance of this facility per Chapter 2. .,r///r././//.rrr/r//.../ r r; + + / ,///,, `\ \ + '\ ^' SWALE AREA FREEBOARD TREATMENT AREA FREEBOARD BUFFER/MITIGATION ,,,,,,,,,,,,,,,,,,,,,,\,, N ,,,,, \ I ' l I' CD o AREA 2. Irrigation is to be provided per separate irrigation lan as a approved. """""„"" """ "" o \ \ o fi MINIMUM WIDTH AREA AREA ga p p epip ppro .//„/rrrr„ /./r/rr/rrrrrr , R D++++++ /r ,///.Y \ \ EC MATTING ECONOJUTE* COCONUT FIBER OR GEOJUTE PLUS* ECONOJUTE* ECONOJUTE* S> 20%) Note:Irrigation needs are to be met using a temporary irrigation system with a timer during �""""""""""""' + + + " ' CN ` \ \ ! o „ r /r/rr/r/rr/,r„ , CN + + + RED rrr,rrs" c� SEED MIX LOW GROW MIX NONE LOW GROW MIX AS APPROVED BY the dry season. Systems should be winterized.during the wet season to assure longevity and �,,,,r,,.,,,r,rrr,,,r,,;,,,,.� / /,r/;r \ \ t a � z SEE NOTE 5 SEE NOTE 5 DISTRICT OR CITY / rrr//rrr/,///rrrr,/rrrr�i„ r/ + I / �\ ` \ _ guard against damage from freezing temperatures.Water source shall be as shown on alae ,,,,,.r r,r,,.,,r,r,;,,,,r,, ,/ RED '''••"''/ .k< \ I X. O E FLAT BOTTOM 4: 2.5:1 A RF + + + LLJ approved plans. / RED-FLOWERING CURRANT (TYP) ;: r/ ;;,r, SP \ 1 \ 1 '\ /rrr + + RED , r/rrr,rrr, / \ 1 \� o * OR AS APPROVED 3. Engineer or Owners Representative is b0 visit and evaluate the site a*+�;n;*+�um of twice .,,,,, ,,,,, ,,, L1_ ////,/r. p + + �. NOTES: annually(Spring and Fall). The landscaping shall be evaluated and replanted as necessary ,,./,. SERVICEBERRY (TYP) RED gr//rr// rrr//r,,,/. r/;,////r ,,,, + + W w 1. REFER TO APPENDIX A. CWS DESIGN & CONSTRUCTION STANDARDS, FOR LANDSCAPING to ensure a minimum of 80%survival rate of the required vegetation and 90%aerial r/rrrrrr////r//rrrr//, /,r///r /// pS + \\ ` ' \\ (� REQUIREMENTS INCLUDING TREE PLACEMENT, TOPSOIL AND PLANTING SPECIFICATIONS. / ""' """"""""'"'' + RED """'4"""'�' / ' t \ Q coverage. Non-native invasive plant species shall be removed when occupying more than """""""" "'"""" """ """' " 111 2. PROVIDE IRRIGATION AS APPROVED BY CWS. ,,,�,/,,,,,,,, ,, ,,,,,,,, /.+ + + ,,, , ,rrr///ppp r r. \ \ 3. JUTE MATTING- GEOJUTE PLUS IN TREATMENT AREA, ECONOJUTE FOR ALL OTHER AREAS, OR SIMILIAR //, r ////r/r r////%/rrr///rrrr %• A I/ +,/ //////////////////r \2� '\ N. ' U 20%of the site. / Ir I I \ t w ' . C r//r/r/rrrr/r, � s FABRICS. COCONUT FIBER IS ALSO ACCEPTABLE. „ ,,, ,,,,,, , ,, ,,, ,,, , ///, //// //,,// ,//„/ �_ � \ \ 4. 12--INCHES OF TOPSOIL SHALL BE PLACED THROUGHOUT THE WATER QUALITY TRACT, 4. The facility shall be re-excavated and planted if siltation greater than 3 inches in depth ,,,,,r r r r r,- ,rrr,.;,r,r/rrr. LM \ DSP %%/'%'I,///r// ' ',//' �'` \ '\ \\ p 5. FREEBOARD AREA SEED MIX, DWARF TALL FESCUE 40%, DWARF PERENIAL RYE 30%, CREEPING RED FESCUE 25%, y P / """"""""' """"' " """"""'�""" \ ! \\ \ \ \\ occurs within the two-year maintenance period. ,/,rr///rr/ ////rrr/r/,rrr + + + '"%'%%%"%%%i"'//'r//, - ! \ \ \ COLONIAL BENT GRASS 5%. APPLY AT A RATE OF 120# / ACRE. rr/,//r//r///;,rr,r//,rrr/r//, S rrrrrr /rr:rrr; - ,,,,/,rrrr RED + + /r, // ///// \ \ \ � + + D p + WATER QUALITY SWALE ;;;;;;;;;'f;;;;;;;;;;;;;;;;;;, ++++++ ;;ii;:::ir:::;;";;�;;; ;;; ;; RED ; ;;�; ��:;;��'' :;;;;�: :;r' \ \\ I M o CONSTRUCTION 8c MAINTENANCE NOTES C�ear><Wa�r Services � � \ � �r//r. //rr/,,,,,,,,//r + + + � \\ o.><m. ts.o>Lu. ,/,r /, rrr,r, /rr/r/, , RED + + DC � DETAIL NO. 710 REVISED 12-06 .,rrr,•`••/////rr//r//� `/ //rrrr ///rr//r, rr/rr/rrrr��'/rr/ '/r. /,✓rrrrrrrr rrr/ , rr r ,/r,:/ �.y \ ! \ \ . R + + RED ';/' FREE BOARD SEED MIX (TYP) �� U M :..� Y. r + + + r RED r//rrrrrr%rrr/r//rrrr/rrr/r / + + + t , „/r///r\/rrr// rrr:///; /rrr/r/ r/rr \ \ II F=;."•�"' rrr//r/rrrr/: r/r�/rrr///rr/ r + + S O-i. + + + RE r„///,rrr,,,,; //!r/rrr/,/ •., r//„rrrrrr;///�;//rrr//rr�i,;r/r; ./rr/, \ NO' + + + r •/////rr/////// //r/rrr/rrr/, ////// r/../. I \ I + + ,, /.r,� DOUGLAS SPIREA (TYP) r/„/„�,/ :,,r;�_ „ + + DSP ; + ,,,,,, ,,/,,,,,,,,,,,,,,r r. \ RE + + + DSP rrr r„/„rrr,r,r 0 rrr/r /rr/,rrr„r„r/ SNO /r \ /rr//rrrrrr,rrrrrrr/r/rrr//r,/ RE + DS RED o Protected rr/r,rr,rrr .�, r„,//r: ++++++ DSP RED RED + ++++ + ++ t \ �\ rr„r//rr,. // „ � NOTES / //„ �,, ./' RE +. + + DSP ;/, RI:D + + + + + \\ Natural Area ""'/„ """" "„" " RED + + + �f+ + + + + „ \ NOMINA DIA 1. ALL FITTINGS, FASTENERS, de AND FABRIC TIES SHALL BE HOT DIP GALV. / r r//r r/i/r/ r r// , /r r;r,r r ///://,/r r + + + + + + MEMBER (IN� MATERIAL Do not disturb Boll or vegetation. r r/r/r/////rrrr/rrrr/,/;/////r/rrrr + + + + + + + Z 2. CONC SHALL BE MIN 2500 PSI Q 28 DAYS. This area protects water qualk} + + + + DSP \ BRACE RAIL 1.660 GALV TUBULAR STl / r ///rrr;rrr,,,/,/,,,,r/////r r,//r // r + + + + + DSP DSP DS `"r \ \ I .wwr,.....a....._,..,.d.r„nw.u..M /// r,,,,,,, ,, r,, ,,,, , '" ,, GATE FRAME 2.00 GALV TUBULAR STL 3 PROVIDE BRACE RAIL BETWEEN END POSTS AND LINE POSTS. LENGTHS AS Yeir� + + + psp DSP REWO. ""�"'' RED OSIER DOGWOOD (TYP) Z LINE POSTS 2.375 GALV7UBULARSTL DSP O END & CORNER POST 2.875 GALV TUBULAR STL / rrrrr////, rrrr//rrr//rr/ /rrrrrr,rrr/r// ,. 4. PROVIDE GATE STOPS AND DROP RECEIVERS SET IN CONCRETE: EACH GATE. / 0 C C) CHAIN LINK FABRIC 9GA. W/GREEN OR BLACK ,y TT PVC COATING. 5. PROVIDE EXTENSION ARMS ON LINE, END AND CORNER POSTS de GATE POSTS """ '""" r"" """ " """" "� (Sam 65140M . . rrrr, rr,r/r ,y,F'r GATE PNING NOMIIN OIA MATERIAL AS T r,/rr, r,////rrr,/ r,rr, �'"� j / SNOWBERRY (TVP) B. PROVIDE SIGHT OBSCURING SLATS WITH ALL WASTEWATER PUMP STATIONS. D --- GALV GATEPOST 12' OR15 4 TUBULAR rr/rrrr;rrr. ;rrr/rr/r/rr�ir. /,rrr///r,r//r//r//rr/i;rrrr//. •, r 7. CENTER BRACE RAIL NOT REQUIRED WITH FENCE HEIGHT OF V OR LESS L Z B. ALL POSTS AND RAILS TO MATCH FENCE COLOR. r//rr, /rrr/,r:r//rrrrr///:r,rrrr/r//rrr rrrr//r/rrr /rrr/rrr ' + I \ ! 127(19'SIGNS SHALL BE PLACED INA MANNER As TO CLEARLY IDENTIFYTFE SENSITIVE Z BRACE POSTS AREA AND VEGETATED CORRIDOR AS WELL AS AT ALL POINTS OF ENTRY SUCH AS THE I . 4- i TWISTED AND BARBED SELVAGE T LINE POST BRACE POST BEGINNING OF PATHS.TRAWL HEADS AND ANY PLACE THAT THE PUBLIC MAY WANT OR BE 11f It /\ END, GATE OR CORNER POST PULL POST W D ABLE TO ENTER AREA TOP RAIL o SLEEVES TOP RAIL / Q TTI FABRIC BAND \ � r z I ,\ E3 CHAIN LINK FABRIC TRETCHER BAR C7 a O. m BRACE RAIL X b BRACE RAIL 1 I N TENSION TRUSS ROD STORMWATER FACILfTY TRUSS ROD WIRE 17 M TWISTED AND ( o SYMBOL QTIES. BOTANICAL NAME COMMON NAME SIZE CONDITION SPACING < BARBED cn SELVAGE ; = Protected SHRUBS (TOTAL 84): O Natural Area N RED 30 CORNUS SERICEA RED OSIER DOGWOOD 1 GAL. CONTAINER 36" O.C. IN CLUSTERS '... TOP HINGE 12' OR 15' AS SPECIFIED (180' SWING) '^""""'""""` DSP 25 SPIREA DOUGLASII DOUGLAS SPIREA 1 GAL. CONTAINER 36" O.C. IN CLUSTERS A • m C 5 RIBES SANGUINEUM RED FLOWERING CURRANT 1 GAL CONTAINER 48" O.C. IN CLUSTERS Q„I, U FABR C $ r o BAN AR ROD OCN 5 HOLODISCUS DISCOLOR OCEANSPRAY 1 GAL CONTAINER 48" O.C.; SINGLE ` 4"X4"SIGNS SHALL BE USED FOR AREAS WHERE A LARGE NUMBER OF SIGNS ARE NEEDED DESIGNED BY: KAH AHH SUCH AS THE BACK OR SIDE YARDS ON EACH LOT ADJACENT TO THE SENSITIVE AREA OR BOTTOM HINGE 1 12' ROUND SECTION •' VEGETATED CORRIDOR IN NEW SUBDIVISIONS OF PARTITKNIS. ALM 4 ALMELANCHIER ALNIFOLIA SERVICEBERRY 1 GAL CONTAINER 48" O.C.; SINGLE DW1WN �; KAH DS - (180' SWING) 12" ROUND SECTION 12' ROUND SECTION CHECKED BY: KAH AHH SNO 15 SYMPHORICARPOS ALBUS SNOWBERRY 1 GAL CONTAINER 36" O.C. IN CLUSTERS SCALE: AS NOTED WET AREA PLUG MIX: DATE: 11/11/13 + + PLUG MIX SHALL CONSIST OF THE FOLLOWING COMPOSITION OR APPROVED EQUAL. PLANT 6 PLUGS PER SQUARE FOOT, 3" O.C. +/-, IN T ++++ MASSES OF SAME TYPE FOR NATURAL APPEARING GROUPINGS. ALL PLUGS IN BOTTOM OF SWALE TO BE PLANTED AFTER RIVER ROCK IS PLACED. vk� VEGETATED CORRIDOR AVOID EXCESSIVE DAMAGE TO PLUGS WHEN PLANTING. REFER TO CWS WATER QUALITY SWALE DRAWING NO. 700 AND 710. 25% SLOUGH SEDGE/CAREX OBNUPTA; 1" PLUGS, 6 PLUGS PER SF, 3" O.C. +/- SIGNAGE CaeanWAer Servim 25% SPREADING RUSH/JUNCUS PATENS; 1" PLUGS, 6 PLUGS PER SF, 3" O.C. +/- REFERENCE ONLY t-' KIRSTI A. HAUSWALD REVISED 12-06 Oar oommmitme nt Is clear. 25% SMALL-FRUITED BULRUSH SCIRPUS MICROCARPUS, 1 PLUGS, 6 PLUGS PER SF, 3 O.C. + - NOT APPROVED WITH THIS PERMIT DRAWING N4. 790 25% TOAD RUSH/ JUNCUS BU ONIUS; 1" PLUGS, 6 PLUGS PER SF, 3" O.C. +/- / 06106113 a FREE BOARD SEED MIX (PLANT UNDER AND AROUND ALL TREES AND SHRUBS ABOVE FREEBOARD AND IN AREAS SHOWN): DWARF TALL FESCUE (40%); DWARF PERENNIAL RYE (30%); CREEPING RED FESCUE (25%); COLONIAL BENT GRASS (5%). APPLY AT A "" RATE OF 120 LBS PER ACRE. REFER ALSO TO CWS WATER QUALITY SWALE DETAIL DRAWING NO. 700. REVISIONS NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PLANT QUANTITIES. IF DISCREPANCIES OCCUR, DESIGN INTENT PREVAILS OVER QUANTITIES LISTED. CD 2. ALL PLANTS AND PLANTINGS SHALL CONFORM TO CLEAN WATER SERVICES (CWS) DESIGN STANDARDS. REFER TO CWS DESIGN AND CONSTRUCTION MANUAL AND STANDARD DETAILS, CURRENT EDITION.co JOB NUMBER N 3. SPECIES OF PLANTS ARE SHOWN TO PORTRAY CHARACTER OF THE SITE LANDSCAPE AND MAY BE SUBSTITUTED OR REVISED DUE TO PLANT AVAILABILITY, SITE CONDITIONS, ETC. WHERE 3282 Lij J ALLOWED BY THE LANDSCAPE ARCHITECT PRIOR TO FINAL INSTALLATION. 4. IRRIGATION: CONTRACTOR SHALL DESIGN AND INSTALL TEMPORARY IRRIGATION TO WATER ALL NEW PLANTINGS PER CWS'S STANDARDS. SHEET 5. PROVIDE 2" LAYER OF ORGANIC COMPOST MULCH IN STORMWATER FACILITY, EXCLUDING AREA WITH RIVER ROCK BOTTOM. SEEDED AREAS MAY USE A TACKIFIED WOOD FIBER MULCH AT THE TIMER SEEDING. 04 cn 6. PLANT CLUSTERS AS NOTED IN PLANT LEGEND, 3 PLANTS MINIMUM TO A CLUSTER, IN STORMWATER FACILITY, UNLESS OTHERWISE SPECIFIED. Yd