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Home My WebLink AboutLarge Format0 LIMIT OF CLEARING FENCE (TYPICAL) A FXISTIN(, TRFE LANDSCAPE NOTES LU Q z U w 0 a_ d" O O 0 O O z W U) n.. - HYDROSEED WITH LOW —GROW MIX PLANT SCHEDULE SYMBOL BOTANICAL NAME TREES PINUS NIGRA 0 ACER CIRCINATUM 0 THUJA OCCIDENTALIS 'FASTIGIATA' SHRUBS 0 BLOCK WALL— _...... _..__....._. .._._..._�... TYPICAL GRAVEL SURFACE .-__---- ------- --- .__.._._..__ -- Q _..ABOVE -BLOCK- WALL GPRUNUS LAUROCERASUS 'OTTO LUYKEN' MAHONIA AQUIFOLIUM ARBUTOS UNEDO 'COMPACTA' G PRUNUS LAUROCERACUS SURFACE MATERIALS BARK MULCH GRAVEL GRAVEL GENERAL LAWN HYDROSEED MIX Al LOW GROW HYDROSEED MIX �h 0 10 20 40 60 SCALE: 1 "=20'-0" (TYPICAL) COMMON NAME QNTY REMARKS AUSTRIAN BLACK PINE 5 B& B, 6'- 8' HT. SPECIMENS X 5' - 6' SPREAD, SPACED PER PLAN VINE MAPLE 4 B&B, 6'- 8' HT. MULTI -STEMMED X 2.5' - 3', SPACED PER PLAN AMERICAN ARBORVITAE 18 B&B, 6'- 8' HT. SPECIMENS X 3' SPREAD, SPACED PER PLAN OTTO LUYKEN LAUREL 68 5 GAL. FULL, WELL -BRANCHED AND WELL -ROOTED TALL OREGON GRAPE 15 5 GAL. CONTAINER, FULL, WELL BRANCHED, SPACED PER PLAN DWARF STRAWBERRY BUSH 6 5 GAL. CONTAINER, FULL, WELL -BRANCHED AND WELL -ROOTED ENGLISH LAUREL 10 5 GAL. CONTAINER, FULL, WELL BRANCHED, SPACED PER PLAN CEDAR BARK MULCH 708 Sy 3" DEPTH - CONTRACTOR TO VERIFY QUANTITY 40 MM ROCK 100% FRACTURED 38 CY 4" DEPTH - CONTRACTOR TO VERIFY QUANTITY 5/8" MINUS ROCK FRACTURED 4 CY 3" DEPTH - CONTRACTOR TO VERIFY QUANTITY SEE SPECIFIED 1,215 S.F. SEE CHART SEE SPECIFIED 10,086 S.F. SEE CHART CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date NO. REVISION GENERAL LAWN HYDROSEED MIX KIND VARIETY % BY WEIGHT MIN. % GERM OMEGA II PERENNIAL RYE 22% 90% BLAZER II PERENNIAL RYE 22% 90% FIESTA II PERENNIAL RYE 22% 90% PENNLAWN CREEPING FESCUE 17% 90% VICTORY CHEWINGS FESCUE 17% 90% APPLICATION RATE: LONG LENGTH WOOD FIBER MULCH: FERTILIZER (12N-24P-24K): SLOW RELEASE FERTILIZER (31 N— OP— OK): ERO—BOND: TACKIFIER: LOW —GROW HYDROSEED MIX KIND VARIETY % BY WEIGHT PERENNIAL RYE 70% PENN LAWN CREEPING FESCUE 20% AURORA HARD FESCUE 10% APPLICATION RATE: LONG LENGTH WOOD FIBER MULCH: FERTILIZER (1ON-20P-20K): ERO—BOND: TACKIFIER: -- SURVEYED: DESIGNED: GBK DRAWN: GBK GBK —20-0 JCGA CHECKED: JCGA BY DATE APPR APPROVED: JCGA 250 LBS/ACRE 2,000 LBS/ACRE 250 LBS/ACRE 50 LBS/ACRE 30 GAL/ACRE 40 LBS/ACRE MIN. % GERM 90% 90% 90% 220 LBS/ACRE 2,000 LBS/ACRE 400 LBS/ACRE 30 GAL/ACRE 40 LBS/ACRE SITE PREPARA TION 1. CLEAR AND GRUB EXISTING VEGETATION IN AREAS TO BE PLANTED AS SHOWN. 2. RIP EXISTING PLANTING BEDS 10"— 12" DEPTH TO BREAK UP COMPACTED SOILS. PLANTING 1. ALL PLANT MATERIALS SHALL CONFORM TO THE AMERICAN NURSERY LANDSCAPE ASSOCIATION (ANLA) STANDARDS FOR NURSERY STOCK (ANSI Z 60.1-2004). 2. SUBSTITUTIONS WILL BE AUTHORIZED BY THE OWNER/LANDSCAPE ARCHITECT. IF PLANT AVAILABILITY PRESENTS A PROBLEM, CONTACT THE LANDSCAPE ARCHITECT FOR SOURCES OR ACCEPTABLE ALTERNATIVES. 3. PLANT MATERIALS WILL BE INSPECTED AT THE NURSERY, OR PROJECT SITE, BY THE OWNER/LANDSCAPE ARCHITECT. 4. FAILURE TO MEET SPECIFICATIONS OF MATERIALS AND OF INSTALLATION METHODS AFTER TWO INSPECTIONS SHALL SUBJECT THE CONTRACTOR TO INSPECTION FEES, PAID TIME AND MATERIALS AT THE STANDARD RATE BY THE CONTRACTOR. 5. IN THE EVENT OF VARIATION BETWEEN THE PLANT SCHEDULE AND THE NUMBER OF PLANTS SHOWN ON THE PLANS, THE PLANS SHALL CONTROL. 6. ALL TREES AND SHRUBS SHALL BE INSTALLED PER THE LANDSCAPE PLAN AND AS SHOWN IN THE THE PLANTING DETAILS. 7. PLANTING BEDS SHALL BE AMENDED WITH 4" CEDAR GROVE 2—WAY TOPSOIL INCORPORATED INTO 10"-12" OF EXISTING SOIL. TOP DRESS PLANTING BEDS WITH 3" OF MEDIUM BARK MULCH (TREES AND SHRUBS). 8. CONTRACTOR SHALL APPLY TIME RELEASE FERTILIZER TO PLANT PITS (OSMOCOTE TM OR APPROVED EQIVALENT PER MANUFACTURER'S INSTRUCTIONS). 9. AFTER INSTALLATION APPLY PREEN PRE —EMERGENT HERBICIDE OR APPROVED EQUIVALENT FOR WEED CONTROL. 10. CONTRACTOR SHALL CALL THE OWNER/LANDSCAPE ARCHITECT PRIOR TO THE PLANTING INSTALLATION TO INSPECT THE METHOD AND LAYOUT OF PLANTING USED BY THE CONTRACTOR. 11. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LANDSCAPE MAINTENANCE OF THE PLANTING AREAS DURING THE INSTALLATION, UP TO FINAL ACCEPTANCE. 12. THE LANDSCAPE CONTRACTOR SHALL WARRANT ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM INSTALLATION UP TO FINAL ACCEPTANCE. 13. ALL PLANT MATERIALS SHALL BE WATERED BY THE CONTRACTOR THOROUGHLY WHEN PLANTED AND DURING THE WARRANTY. TIME PERIOD UP TO FINAL ACCEPTANCE. STATE OF WAS H I NGTON REGISTERED LANDSCAPE ARCHITECT JONATHA C. GAGE CERTIFICATE NO. 952 y SCALE 1 "=20' HORIZONTAL 83/1991 CITY 0 F RENTON ONE INCH AT FULL scAlE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY DEVELOPMEW PLANNING CITY OF AENTON SEP 2.0 2006 i. RECEIVED DAVID EVANS ANDASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 LANDSCAPE PLAN PRESIDENT PARK SUBSTATION PUGET SOUND ENERGY DATE: 8/30/06 FlELDBOOK: BK 1 PAGE: DRAWING NO: D-138A SHEEP: OF: 1 5 W Q z c� w D 0 w n w "It Z L J O w C? ry O z W U) (- CONTROLLER .W/RAIN . SENSOR LOCATION.: INSTALL PER _MANUFACTURER'S. RECOMMENDATIONS.. (CONCRECE..FOOTER INSTALLATION .BY OTHERS) f—PARCEL BOUNDARY IBBEl r _ _.. t ..r e EMITTERS r. ? E DRIP CONTROL;I; � 63 ZONE (TYP) h 1 tj IRRIGATION TRENCH (TYP) C -i B 43, . •B� j is Ell — � E3 77 :$ ® �..�q' BCD ; � p�;� `t• E 1 ahl -"i PARCEL BOLIN IRRIGATION EOUIPMENT LEGEND QUICK COUPLER VALVE 3 .I .,i 11111 • 5' WIDE GRAVEL SHOULDER AROUND STATION RAINBIRD BALL VALVE BV SERIES ® RAINBIRD AUTOMATIC REMOTE CONTROL VALVE PEB SERIES ® RAINBIRD DRIP CONTROL ZONE KIT #XCZ-150-COM ® RAINBIRD QUICK COUPLING VALVE #44LRC ® RAINBIRD AIR RELIEF VALVE #AR VALVE KIT (INSTALL AT HIGH POINT EACH DRIP ZONE) ® RAINBIRD RAIN SENSOR RSD-CEx DCVA ASSEMBLY a WATER METER (SUPPLIED AND INSTALLED BY OTHERS) RAINBIRD ESP 4 4-STATION EXTERIOR ELECTRONIC CONTROLLER (INSTALL IN VYNCKIER POLYSAFE MODEL PS320A ENCLOSURE. CONCRETE FOOTER FOR PEDESTAL BY OTHERS) VALVE LEGEND EMITTERS wSTATION NUMBER VALVE SIZE GALLONS PER MINUTE _ — r — _ _ _ SCHEDULE 40 PVC MAINLINE (SIZED AS SHOWN ON PLANS) (MINIMUM 24" BURY) SCHEDULE 40 PVC LATERAL (SIZED AS SHOWN ON PLANS) (MINIMUM 18" BURY) - - ------------ -'- RAINBIRD XERI-BLACK STRIPE TUBING #XBS SCHEDULE 40 PVC SLEEVES (SIZED AT DOUBLE PIPE DIAMETER) �or� h 0 10 20 40 60 SCALE: 1 "=20'—O" CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date t 1 I POINT OF CONNECTION. 1Y2" WATER METER PROVIDED AND INSTALLED BY OTHERS. (CONTRACTOR TO >, FIELD VERIFY LOCATION OF METER PRIOR TO IRRIGATION SYSTEM INSTALLATION.) --\ s° q a4i�r DOUBLE CHECK VALVE ASSEMBLY 3 w BALL V I-----_.._....-- 11h--- I� ------- I EMITTERS .�-__._-------.__._� (• ROTORS . 2 I I s t=, B VA IVE II ^II 3 Ii s 3/4,. 31 �' 3/4„ II 4 ROTORSPRINKLER (TYP) • �B- ' I II T 1 / �31 J31 • � 8,8� i. i •_:_ __ .........e8! AlR RELIEF VALVE ft /1 4 4 = ' D I 3 EMITTER (TYP) IRRIGATION SLEEVING II 3 EMITTER SCHEDULE e RAINBIRD XERI-BUG EMITTER #XB-20PC (INSTALL 2 EMITTERS PER SHRUB AS SHOWN ON PLAN) ® RAINBIRD PRESSURE -COMPENSATING MODULE #PC-05 (INSTALL PC EMITTER DIFFUSER CAP ON EACH PC MODULE) (INSTALL 3 EMITTERS PER TREE AS SHOWN ON PLAN) Lu z II �I 1 (D 0 Q [�] MANF. MODEL NO. NOZZLE RAD. PATTERN PSI FLOW 31 31 3127r! 31 RAINBIRD 1804-SAM-PRS MP3000 28' QTR, HLF, VAR, FULL 35 .80 1.70 2.55 3.40 NOTE: INSTALL MP ROTATOR NOZZLE ON RAINBIRD 1800 SERIES SPRAY HEAD BODY NOTES: 1. THE IRRIGATION PLAN IS DIAGRAMMATIC. IRRIGATION PIPING AND SYSTEM COMPONENTS SHALL BE INSTALLED WITHIN PLANTER BEDS. 2. SEE SHEETS 10 & 11 FOR IRRIGATION NOTES AND DETAILS. STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT b _ 9'•Zd cK /7—iONATIOAN C. GAGE (� CERTIFICATE NO, 952 SURVEYED: SCALE — �OMHORIZONTAL-3/1991 �/ DESIGNED: 1 rr--20� HORIZONTAL- ate- Cl TY OF TJS DRAWN: TJS =� R E N TO N ONE INCH CHECKED: AT FULL scAI Planning/Building/Public Works Dept. JCGA IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY JCGA DATE: 8/30/06 IRRIGATION PLAN MELDBOOK:BK 1 PRESIDENT PARK SUBSTATION PAGE: DRAWING No: PUGET SOUND ENERGY D-1387 SHEET: OF: 3 5 IRRIGATION NOTES 1. ALL NEW LANDSCAPE AREAS SHALL HAVE AN AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM USING DRIP IRRIGATION EMITTERS ON ALL SHRUBS AND TREES. IRRIGATION SYSTEM WORK INCLUDES EXCAVATING, BACKFILLING, SUPPLYING AND INSTALLING ELECTRONIC CONTROLLER, VALVES AND FITTINGS, PIPING AND FITTINGS, QUICK COUPLER VALVES, VALVE BOXES, ACCESSORIES, TESTING, AND WINTERIZING AND SPRING START UP. 2. THE IRRIGATION PLAN IS DIAGRAMMATIC. INSTALL MAINLINE, VALVES, PIPE, AND ASSOCIATED EQUIPMENT IN PLANTER BEDS. 3. LOCATE ALL ABOVE AND BELOW GROUND UTILITIES AND PROTECT THEM FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INCURRED DURING, OR AS A RESULT OF, CONSTRUCTION OF IRRIGATION SYSTEM. 4. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO COORDINATE INSTALLATION OF IRRIGATION SLEEVES WITH THE GENERAL CONTRACTOR. �j- 5. INSTALL SYSTEM TO MEET ALL APPLICABLE CODES AND INSPECTIONS AND OBTAIN ALL LO REQUIRED PERMITS PRIOR TO CONSTRUCTION. O 0 6. INSTALL ALL MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH ® MANUFACTURER'S WRITTEN SPECIFICATIONS AND RECOMMENDATIONS. O ® 7. PROVIDE ONLY NEW MATERIALS, WITHOUT FLAWS OR DEFECTS AND OF THE HIGHEST O QUALITY OF THEIR SPECIFIED CLASS AND KIND FOR COMMERCIAL USE. Z W A. PVC MAINLINE AND LATERAL PIPE SHALL BE CONSTRUCTED OF SCH. 40 PVC. DRIPLINE SHALL BE RAINBIRD XERI-BLACK STRIPE TUBING. ALL PIPES SHALL BE n" PERMANENTLY PRINTED WITH STANDARD PERTINENT INFORMATION. B. PVC FITTINGS SHALL BE SCHEDULE 80 RATED FOR MAINLINE AND SCHEDULE 40 RATED FOR LATERALS AND MEET ASTM D2466 STANDARDS AND SPECIFICATIONS. C. PVC NIPPLES SHALL BE SCHEDULE 80 RATED AND MEET ASTM D1785 REQUIREMENTS AND SPECIFICATIONS. ALL NIPPLES WILL HAVE TAPERED THREADS. D. JOINING MATERIALS USED SHALL BE MANUFACTURED BY I.P.S. OR APPROVED EQUIVALENT, AND SHALL BE USED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS AND SAFETY RECOMMENDATIONS. E. THREADED CONNECTIONS (PVC) SHALL BE SEALED WITH TEFLON TAPE OR TEFLON PASTE. F. IRRIGATION SLEEVES SHALL BE SCHEDULE 40 PVC AND SIZED DOUBLE THE DIAMETER OF THE PIPE RUNNING THROUGH IT. G. CONTROLLER SHALL BE RAINBIRD ESP 4 4-STATION OR APPROVED EQUIVALENT AND CABINET -MOUNTED IN A VYNCKIER POLYSAFE MODEL PS320A ENCLOSURE OR APPROVED EQUIVALENT AS SHOWN ON PLANS. INSTALLATION SHALL BE ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. COORDINATE LOCATION WITH OWNER. CONCRETE FOOTER FOR PEDESTAL INSTALLED BY OTHERS. 8. CONTRACTOR SHALL PROVIDE IRRIGATION SYSTEM RECORD DRAWINGS LEGIBLY MARKED TO RECORD ACTUAL INSTALLATION. DRAWINGS SHALL INDICATE HORIZONTAL AND VERTICAL LOCATIONS, REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. IDENTIFY FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY CHANGE ORDER. AN 11 "X17" PLAN SHALL BE LAMINATED AND PLACED AT THE CONTROLLER LOCATION LEGIBLY SHOWING COLOR -CODED ZONES. 9. CONTRACTOR SHALL REVIEW ENTIRE SYSTEM WITH OWNER'S REPRESENTATIVE AND SUPPLY OPERATIONS MANUAL AND WARRANTIES. 10. WINTERIZATION: CONTRACTOR SHALL INSPECT SYSTEM, SHUTOFF AND DRAIN PIPE BETWEEN SHUTOFFS AND DOUBLE-CHECK VALVE AND BLOW OUT SYSTEM COMPLETELY BETWEEN OCTOBER 1 AND OCTOBER 15 DURING THE WARRANTY PERIOD FOR WINTERIZATION. 11. SPRING STARTUP: CONTRACTOR SHALL INSPECT, PRESSURIZE SYSTEM, REPAIR LEAKS AND ANY FAULTY WORK, ADJUST AND PROGRAM CONTROLLERS AS NECESSARY BEFORE MARCH 31 FOR SPRING STARTUP. WATER METER AND CONCRETE METER BOX WITH READER LID (BY OTHERS) CARSON VALVE BOX MODEL L2200-18 W/LOCKING LID & EXTENSION AS NECESSARY - AUTO. VALVE 24" MIN. WIRE LOOP VALVE I.D. TAG #14 WIRE SCOTCHCAST 400 SIZE G -- UNION LATERAL ��----MAINLINE VVALVE BOX B NOT TO SCALE 10" DIA. PIT & LID WITH BOLT LOCK (TYPICAL ISOLATION WILBERT VAULT PRE -CAST CONCRETE MODEL #1917 GATE VALVE ASSEMBLY) DOUBLE CHECK VALVE ASSEMBLY \ 6" DIA. SLEEVE (WILKINS 1Y2" MODEL 950XL) FINISH GRADE-7 DIA. X 3 B NIPPLES (2 UNIONS RIC GALV. 90' ELL GALV. TEE WITH BUSHING & PLUG — SHUT OFF VALVE (GATE VALVE) 3/4" ROUND WASHED DRAIN ROCK SYSTEM BLOW DOWN (1 " QCV) MAINLINE 2" X 4" NIP PVC 2 1 /2" X 2" BUSH ST PVC 2 1 /2" COUP SS PVC 2" GALV. COUPLING 2" GALV. NIPPLE DAYLIGHT DRAIN MIN. = .5% FALL NOTE: 1. ALL MALLEABLE FITTINGS AND NIPPLES FROM METER THROUGH DISCHARGE OF MASTER VALVE SHALL BE GALVANIZED, 2" IN SIZE AND LENGTH AS REQUIRED OR AS NOTED. ADAPT TO PVC MAINLINE WITH PVC MALE ADAPTER. NOT TO SCALE NO. xTH SOIL BACKFILL FINISH GRADE - LAWN FREE OF ROCK \ �OR BARK MULCH l =i 1. ' I i�j i i�� 1 f{ - -1 t_ LATERAL PIPE LINE PVC MAINLINE CONTROL CABLE CONDUIT 0O CLEAN SAND BED . C TRENCH DETAIL NOT TO SCALE HARDSCAPE SURFACE CLEAN BACKFILL AS REQUIRED. TO BE SET IN 6" LIFTS. REFER TO SPECIFICATIONS FOR SPECIFIC MATERIAL AND COMPACTION REQUIREMENTS. LATERAL LINE WITH SLEEVE PRESSURE MAIN LINE WITH SLEEVE CLEAN SAND CONTROL WIRES & COMPUTER HARDWARE WIRE SLEEVE NOTES: 1. ALL SLEEVES TO BE PVC. SCH. 40 AND TWICE THE DIAMETER OF THE WORKING PIPE. 2. ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSCAPE EDGES. 3. CLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND UNDER WALKS AND DRIVES. IRRIGATION SLEEVING NOT TO SCALE PVC SCH. 40 ELL PVC SCH. 80 NIPPLE (TYPICAL, LENGTH AS REQUIRED) 30-INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION: RAINBIRD SPLICE-1 (1 OF 2) VALVE BOX W/COVER: RAINBIRD VB-JMB ID TAG: RAINBIRD VID SERIES TOP OF MULCH FINISH GRADE RAINBIRD CONTROL ZONE KIT PVC LATERAL PVC SCH 40 MALE ADAPTER PVC SCH 80 NIPPLE, CLOSE (1 OF 3) PVC SCH 80 UNION FOR SERVICING ASSEMBLY PVC MAINLINE 3-INCH MIN. DEPTH OF 3/4-INCH WASHED GRAVEL BRICK (1 OF 4) PVC SCH 80 NIPPLE, (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL PVC SCH 40 TEE OR ELL DRIP CONTROL ZONE KIT WITH BASKET FILTER NOT TO SCALE REVISION SURVEYED: DESIGNED: USDRAWN: US CHECKED: JCGA AP P R APPROVED: JCGA CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1999 HORIZOHiAU NAD 1903/1991 DATUM FINISH GRADE/TOP OF MULCH BRASS QUICK -COUPLING VALVE VALVE BOX WITH LOCKING LID 3" MINIMUM DEPTH OF 3/4"(-) WASHED GRAVEL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 2) PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE PVC SCH 40 ELL PVC SCH 40 STREET ELL #4 REBAR WITH STAINLESS STEEL CLAMPS (LENGTH AS NEEDED FOR SUPPORT) NOTE: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. E QUICK COUPLER�VALVE NOT TO SCALE SINGLE -OUTLET EMITTER: RAIN BIRD XERI-BUG EMITTER XB-20PC RAIN BIRD PRESSURE -COMPENSATING MODULE #PC-05 1/4-INCH TUBING STAKE: RAIN BIRD TS-025 1/4-INCH TUBING: POLYETHYLENE DISTRIBUTION TUBING RAIN BIRD PT-025 TOP OF MULCH Y4" BARB TEE (XBF2EL FOR SHRUBS, XBF3TEE FOR TREES) 1/2-INCH POLYETHYLENE TUBING: RAIN BIRD XBS BLACK STRIPE TUBING FINISH GRADE NOTE: USE XERIMAN TOOL XM-TOOL TO INSERT EMITTER DIRECTLY INTO 1/2-INCH POLYETHYLENE TUBING. EMITTER FROM 1/2° TUBING NOT TO SCALE STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT �� JONATHAN C. GAGE CERTIFICATE NO. 952 49 *rld CITY OF IML RENTON Planning/Building/Public Works Dept. DAVID EVANS ANDASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 IRRIGATION NOTES AND DETAILS PRESIDENT PARK SUBSTATION PUGET SOUND ENERGY DATE 8/30/06 FIELDBOOK: BK 1 PAGE D-1387 SHEET: OF: 4 5 w Q z F- U w D O ry a- � 40. Q' d , O PROPOSED RETAINING WLL WALL s N (6' HIGH OR LESS) ` t LO z ® ! L f r 7 O U W d rl 00 Q d z J' /( ❑ LLI - - r (1 _4 ! CL o , I; iF; INFILTRATION I F' TRENCH: W/ PERK' PIPE 6„STM RECOMMENDED CONSTRUCTION SEQUENCE I. PRE -CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. REMOVE ALL EXISTING EQUIPMENT, OVERHEAD AND UNDERGROUND ELECTRIC LINES. 8. CLEAR AND GRADE SITE TO PROPOSED SUBGRADE ELEVATION AND REMOVE ALL EXCESS MATERIAL. 9. CONSTRUCT ALL ON -SITE IMPROVEMENTS (STORM SYSTEM, RETAINING WALL AND FOOTING, ETC.) 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND PLANTED IN ACCORDANCE WITH THE LANDSCAPE PLAN. 16. UPON COMPLETION OF THE LANDSCAPING ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED USING THE BEST MANAGEMENT PRACTICES,IF APPROPRIATE. lASPLIUlf sz �! 1 • � ."=, l Vi PROPERTYUNE--`-�"-----.--.•�- ,r ON SITE ADDRESS 475 UNION AVE NE I ;1 i f i ;,YGBENCH ,, �,.��}? RENTON+ WASHINGTON. 98059 ;10�it4f�c1 , III { is `i h-9 `42 "N1r1 rS3 I V. F U11AII5,69 PRQPERTY SIZE 1.03 ACRES. 44695 SQUARE FEET I I i`•`,Ir� ZONING Ii I-- - --- CA - COMMERICAL ARTERIAL I I ' i J BASIS OF BEARINGS WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE. 1983 (1991 ADJUSTMENT) . i! II :5_ 11} 0 i ASPH iI- ,;,, VERTIQAL DATUM _ PROJECT DATUM (NAVD-88), ELEVATIONS FOR THIS PROJECT WERE %i,lt r� „ DERIVED BY GPS OBSERVATIONS CONSTRAINED TO THE PUGET ,aZ.,;.a.'Gf2�AL�C REFERENCE SYSTEM NETWORK ON MARCH 5, 2005 (T R/ BENCHMARK 1 CITY OF RENTON POINT I.D. #1503, A 1/8" COPPER PIN IN A ( f_ 1 53� r c ii Y s4>> se i, J'K-_ CONCRETE POST DOWN 0.7' IN A MONUMENT CASE AT THE i1 , E_,_._, INTERSECTION OF N.E. 4TH STREET AND UNION AVENUE N.E. PROJECT DATUM ELEVATION = 401.29 FEET CITY OF RENTON ELEVATION = 401.02 FEET t,.j _)4. Y.. 3 j it I } O EX. 6' SEWER UNE '; tI ; SITE BENCHMARK I I EASEMENT REC. NO. ; ! __� ; `:ter= _, y, ! i 'I' DEA CONTROL POINT NO. 1, A PK NAIL SET IN THE EXPANSION d- 9806101141 AND ; I I ('' _..i JOINT OF WALK. C/L OF NE 4TH PL. ON WEST SIDE OF •.rr. .. ,.-;:•. TELEPHONE UNi:'' _ _.__..._�. . EASEMENT REC N0. i� {i} L' " !� a! NE UNION AVE. I r- 20020222000370 1 i t it T ,1 # - (- i y 1E 1 #�1 N ELEVATION = 402.07 FEET (PROJECT DATUM) i �, J VIA/ DEA CONTROL POINT NO. 3, A HUB AND TACK SET EAST OF Y- k 1� UNION AVE AT THE WEST EDGE OF SIDEWALK OPPOSITE I APPROX. LOCATION :0Id1 „s^r:- 0 : APARTMENTS AT 500 UNION AVE AND 2.0' S. E OF RIGHT LANE NEW CELL POLE } ! I ; EI i� f I+? ( Ilii I MUST TURN RIGHT SIGN. 0 j' I f If '1 "o ,� t ! ELEVATION = 399.52 FEET (PROJECT DATUM) AS is } EX. INGRESS AND I EGRESS EASEMENT REC. NO. 98061011 :t • I, Li Z w 405 W z > W Q > Q V WO Z ft �-- I,I I I I ICI v t �i I v O O W NE 4TH ST VICINITY MAP NO SCALE NE 12TH ST NE 9TH ST z O Z NE 6TH ST SITE m 14 SURVEY BY 3 ii;, ( U; DAVID 1EVANS18TH AND ASSOCIATES INC. 415 - 1 8TH AVE SE GENERAL NOTES > 0 ' ! I : IS1'•: BELLEVUE WASHINGTON, 98005 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION STANDARD it } I III i I j AND DESCRIPTION SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND CITY OF RENTON SPECIFICATIONS FOR MUNICIPAL CONSTRUCTION AND STANDARD DETAILS, UNLESS f i i ` t x ,-• _.. ___.i____ __...,.__.''I ,�-{ ' I r !: i I ! (PER STATUTORY WARRANTY DEED FILED OTHERWISE NOTED. .:P..ROPERIY.UNE # i ± UNDER 0023 AUDITORS FILE N0. 4466562, RECORDS OF 2. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES KING TO COORDINATE CONSTRUCTION. ALL UTILITY RELOCATION WORK SHALL BE AT THE -• I, = II I s �: } j COUNTY, WASHINGTON) E OF THE APPLICANT AND MUST BE IN ACCORDANCE WITH THE STANDARDS OF THE __.. .... ! I - - - :-i,r�Ii } I ! , I ! THE NORTH 150 FEET OF THE FOLLOWING DESCRIBED TRACT CITY ' ''-'- THE EAST )i OF THE SOUTHEAST Y OF THE 3. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. THE CONTRACTOR I i i !<;� II "+'` I SOUTHEAST Ya SHALL HAVE THE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. I L•.;fj, �; V OF THE SOUTH EAST Ya OF SECTION 9. 4. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY OF 121 ({i Al !j`;' is I. i ± TOWNSHIP 23 NORTH, ' . O { 'Al,- 'I t RANGE 5 EAST W.M. , RENTON PUBLIC WORKS DEPARTMENT PRIOR TO ANY IMPLEMENTATION IN THE FIELD. ± EXCEPT THE WEST 100 FEET OF THE SOUTH 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER } 510 FEET. CONSTRUCTION IS IN PROGRESS. slj I }" v!` AND EXCEPT COUNTY ROADS. , 6. BEFORE WORKING IN THE CITY RIGHT-OF-WAY THE CONTRACTOR SHALL: ', %1 t' �if i �! A. OBTAIN A GENERAL PERMIT FROM THE CITY. ```° ?�. ;;.•%} 4+ sl ,='I i ( •r. f ( c�� LESS ALL COAL AND MINERALS AND THE B. SUBMIT A FINANCIAL GUARANTEE TO THE CITY TO ASSURE SATISFACTORY -__.^.'_=._-:......»..;_:.-.:__-:.._...__._._.___.__.__....._. �` ; __._ ._____ __-__...r;,.. ______•__. __. __._ _____ ._..... _ r .•i• L ).SP ^~' t E j 'i I in ,_�±.`.. ._l:til_f _ ,•`. _ ~t - -� RIGHT TO EXPLORE FOR AND MINE THE SAME: SITUATE IN THE COMPLETION OF THE WORK . C. PROVIDE PROOF OF LIABILITY INSURANCE I N AN AMOUNT REQUIRED BY THE CITY RO OUN _ i � ~'7 (, a,C,--,.,,, COUNTY OF KING, ` STATE OF WASHINGTON. 7. THE CONTRACTOR SHALL NOTIFY THE APPLICANT'S ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, STANDING GROUNDWATER, OR SEVERE DISCREPANCIES FROM }f(,,� I I SOIL LOG DESCRIPTIONS AS NOTED ON THESE PLANS. ? 8. ISSUANCE OF A SITE DEVELOPMENT PERMIT BY THE CITY DOES NOT IMPLY OR SIGNIFY f/' THAT THE PROPOSED WORK COMPLIES WITH THE REQUIREMENTS OF OR IS ALLOWED BY OTHER CITY ORDINANCES, REGULATIONS, OR REQUIREMENTS, OR COUNTY OR STATE OR FEDERAL 75 LAWS. CONTRACTOR WILL ACCEPT SOLE RESPONSIBILITY AND LIABILITY FOR COMPLIANCE WITH ALL STATE, FEDERAL. AND LOCAL RULES, REQUIREMENTS, LAWS, ORDINANCES, AND REGULATIONS. 9. THE CITY IS AUTHORIZED TO MAKE INSPECTIONS AND TAKE SUCH ACTIONS AS REQUIRED TO ENFORCE THESE REGULATIONS. THE CITY REPRESENTATIVE SHALL PRESENT PROPER CREDENTIALS AND MAKE A REASONABLE EFFORT TO CONTACT THE PROPERTY OWNER BEFORE ENTERING ONTO PRIVATE PROPERTY. 10• SHOULD THE CITY BECOME AWARE OF CONDITIONS THAT INVALIDATE THE ORIGINAL DESIGN DATA USED TO OBTAIN THE PERMIT OR DETERMINE THAT THE APPLICANT IS NOT COMPLYING WITH THE CONDITIONS OF THE PERMIT OR APPROVED PLANS, THE CITY MAY REVOKE THE ORIGINAL PERMIT AND/OR ORDER WORK STOPPED ON THE PROJECT. THE CITY LIST OF DRAWINGS D-13870 SHEET 1 SITE PLAN/COVER SHEET D-12969 SHEET 1 BOUNDARY AND TOPOGRAPHIC MAP D-13871 SHEET 1 TEMPORARY EROSION SEDIMENT CONTROL PLAN D-13871 SHEET 2 TEMPORARY EROSION SEDIMENT CONTROL DETAILS D-13872 SHEET 1 GRADING, FENCING AND DRAINAGE PLAN D-13872 SHEET 2 STORM AND DRIVEWAYS PROFILES D-13872 SHEET 3 GRADING, FENCING AND DRAINAGE DETAILS D-13876 SHEET 1 LANDSCAPE PLAN D-13876 SHEET 2 IRRIGATION PLAN D-13876 SHEET 3 IRRIGATION PLAN D-13876 SHEET 4 IRRIGATION PLAN CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date L E G E N D MAY REQUIRE THE APPLICANT TO RESUBMIT INFORMATION OR PLANS FOR REVIEW AND APPROVAL AND APPLY FOR A NEW PERMIT. 11. EXCESSIVE SOIL SHALL BE DISPOSED AT A LOCATION APPROVED BY THE CITY. CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR ANY NECESSARY PERMITS AND PROPERTY LINE APPROVALS FROM THE CITY PRIOR TO ANY SOIL REMOVAL FROM THE SITE. ® GRATE INLET, TYPE II ® CATCH BASIN, TYPE I NWI` o „-r PROPOSED SUBSTATION FENCE (10' HIGH W/ VINYL SLATS) oe,� �OptA� RAN -w-. SLOPE AND FLOW DIRECTION d 20�6 PROPOSED FOUNDATIONS (TYPICAL) D , ,x F # FUTURE FOUNDATIONS (REF ONLY) PROPOSED ASPHALT DRIVEWAY �cU F wAg 0 DAVID EVANS -OH PROPOSED OVERHEAD WIRE Q Q AND A S S O C I AT E S INC. 415 - 118th Avenue SE g7M PROPOSED STORM LINE .0 35707 3T Bellevue Washington 98005-3518 `ps10NA Phone: 425.519.6500 PROPOSED RETAINING WALL L SURVEYED: SCALE: »_ , HORIZONTAL• NAD 1983/1991 �► DESIGNED: 1 = 50 •� CITY OF PCT RENTON DRAWN: KEMC/PCT ONE INCH DATUM Q ADDED ULTRA BLOCK RETAINING WALL PCT 9/19/061 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. JMST/FML(PSE) IF NOT ONE IN P NO. REVISION BY DATE AP P R APPROVED: PCT SCALE ACCORDINGLY \AV SITE PALN AND COVER SHEET PRESIDENT PARK SUBSTATION PUGET SOUND ENERGY 8/30/06 FlELDBOOK: BK 1 PAGE: DRAWING NO: -13870 SHEET: OF: 1 1 w �. Z O 0 w Q 0 O O C7 O Z LLI n� lJ... } "D N I- I LO 0 a 0 0 0 0 z w V) a n U w In I- w w Ln i 0 U 0 0 0 / <r 0 0 0 O 0 O z w cn CL / I 0 �I- 1-1 O N 0 U n ASPH BLDG FND 3" BRASS DISC ; IN 4"X4" CONC MON /f l - MAPLE._CLUMP GM ED ASPH LEGEND b SIGN POST ° BOLLARD (GUARD POST) CONIFEROUS TREE DECIDUOUS TREE TELEPHONE MANHOLE TRH TELEPHONE RISER GV� GAS VALVE OD STORM DRAIN MANHOLE r'f 20 THE S AND BRU' r`i fJI O 71' rr o ) I /r 1 i! f rr i I `• ; i <t' CJ 20 40 GRAPHIC SCALE ( IN FEET) x 18" FIR 6' CLF it Ewe BLDG CONC FC at�ta 3 410 ---=--X-----___ --x_ _^X x 6' CLF W/ BARBED WIRE412 x x �= I GRAVEL ' , OH OH -_ OH I OH x , , X / PRESIDENT PARK SUBSTATION xw X x Dc DO DO OH OH - x� LJ U_ J a U W m \o X Q A 1 x GRAVEL J x i LANDSCAPED I ' x FOUND REBAR �� X `---- X- _____ __- ---- X CLF W1 13ARBED WIRE "_ � AND 'CAP , _X ' - ------------------- --- - X '- S89'O6'06"E '".., 100.02' NOD'20'07"W_-_.__ ......._.._.-_.__......._-ti_..._...-----_. -_-_____--_'______--------.-- X 6' WDF - - X X --- � _ _. M1..r. '------- X 410 S89'01 40 F APARTMENT INVERT (END OF CULVERT) 0 ELECTRICAL JUNCTION BOX ® ELECTRICAL VAULT UTILITY POLE 01 CELLULAR TOWER E- GUY ANCHOR m CATCH BASIN O SANITARY SEWER MANHOLE WM 91 WATER METER WV 0 WATER VALVE ASPH EDGE OF GRAVEL OR DIRT >E x x FENCE LINE (TYPE AS NOTED) TREE/VEGETATION LINE PROPERTY LINE NATURAL GAS OVERHEAD UNIDENTIFIED UTILITY STORM DRAIN UNDERGROUND TELEPHONE DOMESTIC WATER SANITARY SEWER UNDERGROUND POWER i SDMH 30' 30' RIM=399.2 l IE=391.1 24" CMP N IE=391L0 24" CMP E IE=393.4 6' CONC SE IE=393.7 8" CONC W CB RIM=398.9 IE=395.5 1?- CPP NW I IE=395.5 8 CONC NE 12" CPP CULVERT IE=396.0 WM w w ASPH © } r r 12" FIR 6' WDF c SD -' RIP RAP SO SD r o ASPH � U W W 'I W WV \ x WM 1100 DW z W 6 WOF a ! ; • _ _14_" MAPLE I EX. INGRESS *:ND US ITR EGRESS EASEMENT REC. NO. 980 101142 22" MAPLE P P: TREES AND BRUSH`',' IRo T rk c� . �. ��.•` � i1 OH H OH OH 3 i� 4 I 1 z a U o 1 I o U 40 CELLTOWER ! I ; 1 f GR SS f II EX, 5' SEWER LINE EMEMUgE Lam.-1--- -j I 9606101141 AND UNmommmIf Ftdfmk ; � LINE EASEMENT REC.98061*7 M 003Y0 I OH OH EASEMENT R C. 00. ; I OH H 20020222000370, 1 ; { OEM i SITE BENCH MARK DEA #3 a ELEV = 399.52 (NA N 181750.04 o E 1311416.69 s OH - IE'M3968. 6" CONC.NW 1B WM ASPH DW FH D POWER TRANSFORMER TR TR ss SfP SSMH RIM=400.1 IE=395.1 6" PVC N P IE=395.1 6" PVC NE IE=394.9 8" PVC S GV GV DW ASPH � rn DIRT " } I j I z \I o DC 01 E I I Ia ICU N WV'111®WV I ASPH 1 i i lI i I { W `• Z T W 3 Z ; EC t I L f Qx DW 1 1 ASPH , RIM 400. I IE=398.3 6" PVC N IE=398.1 12" CPP W \ `� IE=394.7 8" PVC W CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date /j-\ TRUE 18" FIR TREE LOCATION PER SITE VISIT NO. REVISION _ � Q I z z I 3 ASPH V) U) x I yin SITE BENCH MARK DEA #1 WV ELEV = 402.07 (NAVD-uu) WV w w FH N 181507.15 w j E 1311419.80 =I-- W Id T I I 3 o I 1 3 n RIM=402.2 " 3 I IE=394.2 8 PVC N GV o w IE=394.2 8" PVC NE G IE=394.1 8" PVC S GV 1 S SS I z J EC 0 I 3 � I d d l 30' I 30' DW SURVEYED: SCALE vEfrncaL: NAVE tsar 1 „_20, HORIZONTAL AND 19$3/199t r" ,� CITY 0 F DESIGNED: ♦�► � PCT DRAWN:T R E N T O N KWMC/PCT PCT 9/19/06 CHECKED: ONE INCH DATUM JMST/FML(PSE) AT F"` SCALE Planning Works Dept. IF NOT ONE INCH P BY DATE APR APPROVED: SCALE ACCORDINGLY PCT SURVEY NOTES I. BASIS OF BEARING WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, 1983 (1991 ADJUSTMENT'). 2. VERTICAL DATUM PROJECT DATUM (NAVD-88), ELEVATIONS FOR THIS PROJECT WERE DERIVED BY GPS OBSERVATIONS CONSTRAINED TO THE PUGET REFERENCE SYSTEM NETWORK ON MARCH 5, 2005. 3. SITE BENCHMARKS DEA CONTROL POINT NO. 1. A PK NAIL SET IN THE EXPANSION JOINT OF WALK. C/L OF NE 4TH PL, ON WEST SIDE OF NE UNION AVE. ELEVATION = 402.07 FEET (PROJECT DATUM) DEA CONTROL POINT NO. 3, A HUB AND TACK SET EAST OF UNION AVE AT THE WEST EDGE OF SIDEWALK OPPOSITE APARTMENTS AT 500 UNION AVE AND 2.0' S.E OF RIGHT LANE MUST TURN RIGHT SIGN. ELEVATION = 399.52 FEET (NAVD-88) 4. [METHODOLOGY FIELD MEASUREMENT FOR THIS SURVEY WERE PERFORMED USING A LEICA TCA 1103 TOTAL STATION IN CONFORMANCE WITH ACCEPTED SURVEY PROCEDURES AND IN CONFORMANCE WITH STATE OF WASHINGTON MINIMUM ACCEPTABLE LINEAR PRECISION RATIO OF 1:10,000 FOR CENTRAL BUSINESS, COMMERCIAL AND INDUSTRIAL AREAS. 5. INSTRUMENT CALIBRATION ALL MEASURING INSTRUMENTS UTILIZED DURING THE COURSE OF THIS SURVEY HAVE BEEN COMPARED WITH AND ADJUSTED TO A NATIONAL GEODETIC SURVEY (N.G.S.) CALIBRATED BASELINE WITHIN THE LAST 12 MONTHS. 6. UTILITIES THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED ALL OF THE UNDERGROUND UTILITIES. 7. PROPERTY BOUNDARY NOTE THIS IS NOT A BOUNDARY SURVEY. PROPERTY LINES SHOWN HEREON ARE FOR GRAPHIC PURPOSES ONLY. PROPERTY CORNERS WERE NOT SET IN CONJUNCTION WITH THIS SURVEY. '% �Z�7►�i�1�J:ii►lr • • � LAND DESCRIPTION (PER STATUTORY WARRANTY DEED FILED UNDER AUDITORS FILE NO. 4466562, RECORDS OF KING COUNTY. WASHINGTON) THE NORTH 150 FEET OF THE FOLLOWING DESCRIBED TRACT: THE EAST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE SOUTH EAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., EXCEPT THE WEST 100 FEET OF THE SOUTH 510 FEET. AND EXCEPT COUNTY ROADS. LESS ALL COAL AND MINERALS AND THE RIGHT TO EXPLORE FOR AND MINE THE SAME; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Y, DAVID EVANS ® ANDASSOCIATES INC. w 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 BOUNDARY AND TOPOGRAPHIC MAP PRESIDENT PARK SUBSTATION PEUGEOT SOUND ENERGY 8/30/06 FIELD BOOK BK PAGE: DRAWING NO: -12969 SHEET: OF: 1 1 NOTES 1 ' EROSION AND SEDIMENT CONTROL GENERAL NOTES 1. CLEARING AND GRUBBING SHALL REFER TO GEOTECHNICAL REPORT PREPARED FOR THIS ( SITE BY GEOENG I NEERS , INC. DATED FEBRUARY 6, 2006. `..,, ;,, ;;' ir�,;,tr, ,ts; i I ;f I I8 ; ( 1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF 2. FOR ADDITIONAL TEMPORARY EROSION CONTROL MEASURES REFER TO GEOTECHNICAL ��'•" PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RES'(RICTORS, ti=..rs:.:;� ("t;-3>:,r �- i \ f T tEl f CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). REPORT PREPARED FOR THIS SITE BY GEOENGINEERS, INC. DATED FEBRUARY 6, 2006 OR 1m==M5 `>"COC N ` ! f ' °'" t=f'r :I: i'I__. i I si 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AS DIRECTED BY CITY S INSPECTOR. ____._.: __.__ . _ _ I .I I !; , , 1; i AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR '3'-D" ' r ` i I jl ` rj I 2 . ALL OVERHEAD AND UNDERGROUND POWER LINES SHALL BE DISCONNECTED PRIOR TO l !( ti I '; `` I j,1 `., I; ` �{g 1 T UNTIL ALL CONSTRUCTION IS APPROVED ANY EQUIPMENT REMOVAL AND EXCAVATION. f' "'' r �! '- \' 1 M`: F ~` I} !) % `*� rtti , f� `� 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A .____.) j hJr t \f #: \� }l y j , ! ii I_. i• rl = i. >> : 1=i'VU- { : <f,}7 �� ,rc. CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE `,` E i,+ R �, ) �, , 7 !� ,t,. !� CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE ;,. r , _-____ = __.�; s: ;, ;,{ ! - ; �•s , + . (f CLEARING LIMITS SHALL BE MAINTAINED BY THE APPL I CANT/ESC SUPERVISOR FOR THE DURATION OF LU r Lu O � C) z w im (1) _.. 0— t ' !f i itts I P RAAP _=l ;w CONSTRUCTION _ _ - `. \{{ : ? 3 ( jam_ t i `;'.:`,.' t,-.{ { } I{ 1`` 4 . THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL �... { �'- _---_ __.._- ----._--...--., =-.�;i ,i ? ,`z.ri;'__._..._._ _._? __.___: ___, _.� _ �rAI } , } CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, r f ==sJ.•3 DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 1 �- —_' '__'': ----_ \,_-, `'••�• ,__:�_�::,:-_ �_:--.._..;;1 �`�E)`+;f ! =(}^.Ili 'zJ � { ;! { I( M REQUIREMENTS 0 T T T ( 1 5 T E I PLAN ARE THE MINIMUM FOR ANTICIPATED ED SITE --____-/ •-,% : --"_ ' _.�-_ - . �. _ r `--_`-_ . --_._z `'',, ,�._ _.r ::, 1= ;,. ,. 3! I H ESC FACILITIES SHOWN ON THIS / U�„Jt"r�i`,-� iTt`yc .._ ._�'`..��. "' .f:5:� 4__._,_--____....._. `••. -•- }" \ L%... ? . r j�ifi �. _.. \'' II �ie>?Iri � :y ?{ � � 11 (t -•• �. 4 _ \ . :;: „ �,, i,,t 1 CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED ' . li n_ � '!' S ;i 1 I ' . • { >I •-, :-':.--' --_-- ;t __ ___._.-._ %- -- - „>,,--, ; ._, I �;, �• i._.,. M N. FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., 10 i # } f;}�� fps._ r4 ; --� \r �! ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.SIA ) . —•AND 'N I I � �, 1 t ;:L E; , ' ECMSS } / =_.t, 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO i�l._. �l i isi11Z!.'�F:.4• 's'ci7i`. `'�. _ '`,!!� C'=;iit'-,f ' j•'j ' n l� / } t i \ f \lft � RE !. �::,.•�.ti11I t _._____;1 ; '1� , 1 l l ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ,ss, i �� jff 3 f ! `,. ;�,, ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APR I L 30) AND OF MONTHLY REVIEWS DURING THE �P -- } DRY SEASON ( MAY 1 TO SEPT. 30) . FH �• ;,?E:j_r j.•,;, ;,t>„^„i•., `,`5 1I '�_}__!_St -t;r ,::; 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR rrf _ ,_ .,: _;h =..>•, TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY -- ,i ;"J"N ;__ .._._ `_ _, sue_._..^rf—_., __...__ } 'f } , �f \ / I (``` '• 1 �} I`. ,+. .% STAB I L I ZED W I TH THE APPROVED ESC METHODS (E . G . , SEED I NG, MULCH I NG, PLANT I C COVER I NG, ETClit 8. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN I.t•,-,,'Yf'•.. i, _ n _. \...�' .,.,f`�..i:,=—' 1 � } ,i,.s.r,tr___J_----._----_— Q!-s ----#_--_.___}— ,;1 _._._ , (� }f ___._ = ':.__ .__ _----- FIFTEEN (15) DAYS. GRAVEL r 9 1}- ,U1.a TPVC 'SPVC NE . THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A --- __ _._... + �Il ., ;1 .._,• _-•_, li �i � � r>� ti ! f 3 j -k E i it i t 7 1 `r MONTH OR WITHIN FORTY-EIGHT (48) HOURS FOLLOWING A STORM EVENT. r-'.:w:•v::r�-' l , 1 t ' to ; I _-- -- �. �c{' f'j '` 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH x it ;, ,. W't�,• S�., ,,, , .-•r', s _ .,,,,.,->... :, , 1 6---.------------ , 1 } , `' rv, BASIN . ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING 4 -IFS..'' y f ,� 5rrXi'§y ;. { , 1 ! 1 ` ,`. P � ... �. ,f..r•_: ,s .. s. , _- - -- 1 ,,. �; I , , i} )� ijf 0`=x OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. !• ' •...;, ± ( � 1 f f ' --- t } i ::r tL�.� 1 ! 1 ff '� u s t,l ,{ rs =-'!', r 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION t_:{. 1 `` ! "'' `„ ::;, r: ,o=� / r ;(7 } i ; }-.:--•- t;} } I ? ?3 SLW._1Z (_iiil�. T' ! i ; �`( { �': } an 1 l r.• _;-, i AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY rt l \. I i .,.' 10 BE AS RE KEPT CLEAN FOR THE DURATION F THE PROJECT _- / i.! 1 ;/,r} 7()�1r11 n„ u REQUIRED TO ENSURE THAT ALL PAVED ARE A N 0 71 I� ,M— t ,...,•t ...,a GE r6lE ( ! W. �/, ,� ! =Y, ,��i ,'`I,%- .; } f } ;: i? ;• 12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH 8 i -: -_} - t ""' - x �- { 1 ' �C` 0 f i _ I i it r > y} _ I rr /. THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE DIRT I i ;. � � } 'j i } c , r}''` —.---- FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE i GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE r'' �' /;` ,'�r r / i `� .. 1 !.. ( % ' ,.•�,� 1 / j j I f 't'! II f',tiPii I< ! `ti,.,--- _�` PERMANENT FACILITY. ! /�' , , (;i,8,\�_1 ;•_ice--`'\,,, i i ( r F f i' Is.� 1 {� i ! l..s 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. fT Lij T ) DISTURBED REVIEWED TO .1. ( PRIOR TO THE BEGINNING OF THE WE S S E - x '�,x x ' J / ,% / , /; �� `I i '; �I �; I i IDENTIFY WHICH° -ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL ;; �--M:,.�,• T u �,� ,, l BE SEEDED .WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED\ AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY INSPECTOR. /� 1' ! i; I f! I THE CITY INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE r WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. ;r r k 4 }t3 N.� ! _> t / it I'•� ! 1 } i 1 L . �{ .... ? EARTHWORK NOT ti ____. "_.__ ], ;� PROPOSED DISTURBED AREA=40,067 SQ. FT. _.. ? f ... ( i ..!: __....._ _.__.. __ .. �!,= iFr"'� i� - i'l-r'`__i' }, 1 �- :r. )ii{ i : a� 5 ' ..__.._._._.----_.-.----._-__--_--..__ __. _... _ .__..___ - - _ - -._... ._. _ V ' I(' 1 RAW CUT/FILLQUANTITY , 7. (} ,.1� /1 __ ..._ _... I , E ; 4 f .I CUT ±3 , 120 CUBIC YARDS i ! 1-_____._-_._______.____.__._---____.__------.--__-_-----_�_._.__-. FILL = ±2 2 0 CUBIC YARDS TOTAL SOIL REMOVAL = ±2 , 900 CUBIC YARDS ' � 1 1 ,•::,,rf,-r,+'' 20{ 1 0 20 , r. 40 �{0 r< ' _ } .r�,�.{., ( `� f), II• -'I I. I IMPORTED MATERIALS -1 , 300 CUBIC YARDS N --APAR I i! Il I �II i ( FOR YARD AND BASE COURSES) ' GRAPHIC SCALE RINKAGE ELL WERE D TO GRAPHIC }__...._.__.__.__.._...___._.__._.__._. , l II 's 1} �! 2. OVER HEXCAVATION DTOWREMOVE CANNY UNSUITABLE ESOILS TNOT INCLUDED INTHE.-.-._____._ �____.___----- r._._...._.____________...__..------.--_._._...._.._._.___.._.....___....____------•--.__..____ __._.__..._.._____.___. (•; � 1 i� �! j� � - j � h~; i � 1 CUT/FILL QUANTITIES. IF} 'ill 3. IF UNSUITABLE SOILS ENCOUNTERED BY THE CONTRACTOR DURING CONSTRUCTION, THE SOILS ENGINEER SHALL BE NOTIFIED TO DETERMINE THE EXTENT OF THE OVER 1 �� I is 4`' ! EXCAVAT I N ...f '`' _fit+r:'t [._._._._..._.__.-..._.__\\ f 1I1 f }f• j I , 7 ';tft ;} ; _ Iti ArI'! O Who-_--_- O z _ w w CONSTRUCTION NOTES F-- 1D INSTALL PSE SILT FENCE PER PSE SILT FENCE DETAIL, SHEET 2 OF 2. c� i UTILIZE EXISTING DRIVEWAY OR CONSTRUCT A CONSTRUCTION ENTRANCE PER CITY 0 ENTON DWG NO. BR2 AND STABILIZED CONSTRUCTION ENTRANCE DETAIL, SHEET 2 OF 2 Q ( INSTALL FILTER FABRIC OVER EXISTING CATCH BASIN PER CATCH BASIN SEDIMENT g ONTROL DETAIL, SHEET 2 OF 2. ® REMOVE EXISTING 7' CHAIN LINK FENCE AND GATES PER PSE SPECIFICATIONS. O C7 �5 DEMOLISH AND REMOVE ALL ELECTRICAL EQUIPMENT, LINES, TOWERS AND TRANSFORM 0 o PER PSE SPECIFICATIONS. z w (I)REMOVE CELL SITE EQUIPMENT AND POLE PER UTILITY COMPANY SPECIFICATIONS. INSTALL FILTER FABRIC OVER PROPOSED CATCH BASIN PER CATCH BASIN SEDIMENT I jNTROL DETAIL, SHEET 2 OF 2. APPLY STRAW MULCH OR PLASTIC COVER FOR ALL DISTURBED AREAS PER CITY OF ENTON STANDARDS AND SPECIFICATIONS. j9 INSTALL TEMPORARY CHAIN LINK FENCE AT PROPOSED INFILTRATION TRENCH LOCATI Q N fp PROTECT EXISTING PLANTS. HANG DIGGING MAY BE REQUIRED TO PROTECT THE ROOT o THE PLANTS. THE LANDSCAPE ARCHITECT SHALL BE CONSULTED BEFORE DIGGING ARO 0 THE PLANTS. ' cpp t" Jtp 'v s- J �i 4. GUT/FILL QUANTITIES ARE TO THE FINISHED GRADE. 1 5. CONTRACTOR SHALL INDEPENDENTLY CALCULATE AND VERIFY THESE CUT/FILL ( { ! Si-Hr zS_. MY 402-07 . c•P! t.e� k F� � - `'`' THE WORK SHOWN ON THIS DRAWING SHALL ALSO REFERENCE WITH THE FOLLOWING ! j 1 PSE STANDARDS r / i i ° { ;ail 0150.3200 TECHNIQUES FOR TEMPORARY EROSION LEGEND s{��::i�: ^•Y; I f 1 I I!' I - ` - ---- .___._.____.._. AND SEDIMENT CONTROL . ( :{: I' ! i f ROA! 2 2 F - SILT FENCE }! 'V (SEE DETAIL SHT 2) ) I>.f {`------'_..-• >; ___.__�._.. PROPERTY LINE SLOPE 8! FLOW DIRECTION j EXISTING FOUNDATIONS (REF ONLY) O PROPOSED CATCH BASIN WITH FILTER FABRIC LLB REVISED CLEARING LIMITS MATCH LANDSCAPE AREA NO. REVISION CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date SURVEYED: SCALE: HORIZONTAL NPD 1983/1991 ,I DESIGNED: 1u=20r AI - CITY 0 F PCT KWMC/PCT ONE INCH DATUM R EN T O N PCT 9/19/06 CHECKED: JMST/FML(PSE) AT FULLS Planning/Building/Public Works Dept. IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY PCT DAV I D E VA NI S ANDASSOCIATES INC. 415 - 118th Avenue SE n" Bellevue Washington 98005-3518 Phone: 425.519.6500 TEMPORARY EROSION SEDIMENT CONTROL PLAN PRESIDENT PARK SUBSTATION PUGET SOUND ENERGY 8/30/06 FINMOOK: 13K. 1 PAGE DRAWING NO: D-13871 SHEET: 1 OF: SURF ACE WATER DRAINAGL NUTES AND SF'LCII--IC0-1 ILJNS Ld Q Z U L,I O ry Cl- I. BLF-URL ANY CONS IRUC IJUN OR DEVLLOPMLNI ACTIVITY OCCURS, A PRL -CEINS I RUC I ION MLL I ING MUST 13L I [LLD WI 11-1 11IL CI FY Uf- RLN [LIN FLAN 1:'LViLWLR. 2. ALL CONS IRUCI JUN SIIALL BE 1N ACCORDANCE WI TH IHE 199E STANDARD SPLCII ICA f IUNS I OR ROAD, BRIDGE AND MUNICIPAL CONSTRUCT ION PREPARED BY WSDUT AND I IIL AMERICAN PUBLIC WORKS ASSUCIA I ION (AF)WA), AS AMENDED BY IIIL CITY Of' REM "I LIN PUBLIC WURKS DLPARIMENT. 3, TIIL SU)I ACL WAFLR DRAINAGE SYSTLM SIIALL BE CONSTRUCTED ACCORDING IU IIIL AI)1)1\)UVLD PLANS, WHICH ARE ON FILL IN TIIL PUBLIC WURKS BLPARIMENI. ANY DLVIA I ION I ROM I I IL APPROVED PLANS WILL RLOUIRL WRII TEN APPF2UVAL r RUM I I IL CI T Y UI RLNTUN PUBLIC WORKS DEPAR IMEN 1, SURf" ACL WATER UTILITY SLC I IuN. 4. A COPY OF "II IESL APPROVED PLANS ,MUS I BE ❑N H IE JOB SI"IE WI-ILNLVLR CUNSIRUCIION IS IN PROGRESS. 5, DAIUM SHALL BE NAVD 88 UNLESS UIIILRWISL APPROVED BY rIIL CITY OF- RLN TON lIU13LIC WORKS DLPAR I MEN 1. RLI'ERENCE BLNCI IMARK AND CLEVA 110NS ARE NO I E D ON MIL PLAINS. 6. ALL SLDIMLNTAIIUN/LRUSIUN IACIL11ILS MUST BL IN OPERATION PRIUR I d• CLEARING AND BUILDING CUNSTRUCIION, AND THEY MUST" BE SArISF-ACIORILY LO MAINTAINED UN [L CONS FPUC FIUN IS CUMPLLTLO AND IlHE PU"FEN TIAL FOR ON -SI"IL o EROSION HAS PASSED. Q 7. ALL RE I LN f IUN/DE.: rLN I JUN FACILITILS MUS I' BE INSTALLED AND 1N o ❑PERATIUN PRIOR lU OR IN CUN_JUNCFIL1N WITH ALL CUNSI RUC ACTIVITY UNLESS UIIILRWISL" APPROVED BY THE PUBLIC WURI/S DLPARIMLNF, SUR)f-ACE C) WATLR U I"ILI I Y SLC I IUN. Q 8. GRASS SEED MAY I3L APPLIED BY HYDRUSEEDING. THE GRASS SLED MIXTURE, z ❑INTER THAN C1 I Y UI RLN I UII APPROVED S 1 ANDARD MIXES, SHALL BE SUBMITI"Ell W BY A LANDSCAPE AF:CI II rEC r AND APPROVED BY THL PUBLIC WORKS DEPARTMLNT, Cn SURFACE WATER UTILITY SECIIUN. 9. ALL PIPE AND APPUR fLNANCLS SHALL BE LAID LIN A PROPERLY PRLPARLD �^ FUUNDAI IUN IN ACCURDANCE WITII SECTIUN 7-02.3(1) UF- I"HE CURRENT S"DATE OF WASHING TUN STANDARD SPLCIr-ICA IIUN FOR ROAD AND BRIDGE CUNS FRUC FIUN. THIS SHALL INCLUDE NLCESSARY LEVELING OF- TIIL "IRLNCH BOTTOM OR TIIE 11111 OF' THL I-UUNDAI IUPI ,MAILRIAL, AS WELL AS PLACLMLNT AND COMPACFIUN OI- REQUIRED BLDDING MATERIAL, fU UNiFURM GRADE SO IHA7 THE ENTIRE LLNG1"1-1 01- THE PIPE: WILL 13E SUI)i'URTLD ON A UNIT ORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS 'C", WITH IIIL EXCEP IIUN OF PVC PIPE. ALL TRENCH BACKF ILL SIIALL BE COMPACTED I MINIMUM 957 1-UR PAVEMENT AND STRUCTURAL FILL AND 907 0FIILRWISE PER ASI'M D-1557-70. PEA GRAVEL BLDDING SHALL BE 6 INCITES UVLR AND UNDER PVC F'!PE. 10, GALVANIZED S FLEL PIPE AND ALUMINIZED S fEEL PIPE F-UR ALL DRAINAGE FACILITIES SIIALL HAVE ASPIIALf IRLAI"MEN T III OR BETILR INSIDE AND UU'fSIDE. 11. S"TRUCIURLS SHALL NUT BE PLRMITTLD WI THIN 10 F T LT OF 1lIE SPRING LINE_ UF- ANY S IURM DRAINAGL PIPE, OR 1�j ILL i' f RUM TIIL f UP U17 ANY CHANNEL BANK. 12. ALL CA I CI I BASIN GRA 1"ES SHALL BE DEPRESSED 0.10 F'LET BELOW PAVEMENT LLVEL. 13. OPEN CUT ROAD CROSSINGS HIRIJUGH EXISTING PUBLIC RIGI-11 UF- WAY WILL NUI BE ALLLIWLD UNLLSS SPLCIf ICALLY APPRUVED BY CITY Of- RCN"I"ON f'LANNING/BUILDING/PUBLIC WORKS ADMINIS"IRArUR- 14. ROCK I.OR LRUSIUN PRU FLCf 1UN OF ROADSIDE DII-CI-ILS, WHERE REQUIRED, SHALL BE OF SOUND QUARRY RUCK PLACED TO A DEPTH OF LINE (1) FOUT AND MUS"I MLL I HIE FOLLOWING SPLCII fCAI TUNS: 4 8 INCH RUCK / 40 707. PASSING; 2 4 INCH DUCK / 30 - 40% PASSIN(i; AND LESS THAN 2 INCH RUCK / 10 -- 20% PASSING. K3. ALL BUILDING DOWNSPOUTS AND FOLFI IPIG DRAINS SHALL BE CONNLC IED TO IIIL SIURM 1)1\)AINAGC SYSTEM, UNLESS APPRUVED BY TIIL CITY PLAN REVIEWER OR SURFACE WAILR UIILA IY SLCIIU,N. All ACCURA"ILLY DIMENSIONED, CERTIF-IED AS -BUIL I DRAWING UI" I I IIS DRAINAGE SYS !LM WILL BE SUBMI f IED TU I IIE CIIY UPON CUMPLL I TUFT. 16. ISSUANCE Of TIIL BUILDING UR CUNSIRUCTIUN PERMITS BY TIIE CITY OF- RENTON DULS NUI RELIEVE IIIL UWNLI: ❑f HAE CONTINUING LEGAL OBLIGATION AND/UR LIABILITY CUNNLC I LD WI 11-1 S I URM SURF"ACE WA I LRI DISPUSI I"ION. I-URTIILR, TIIL CITY ❑I RLNI❑N DOES NOT ACCEPT ANY UBLIGAFIUN F-OR THE PRCIPLR I' UNC I II -WING AND MAINTENANCE OF TIIE SYSTEM PROVIDED DURING CONSTRUC IIUN. 17. TIIL CON TRAC I OR SIIALL BL RLSPUNSI13LL FOR PROVIDING ADEOUA FL SAFEGUARD, SAT L f Y LIEVIC'CS, I -)I•;❑ ILC F I VL EOUIPMEN 1 F-LAGGERS, AND ANY UIIILR NLLDLD ACtUNS I PRUIECI TIIE LIFE, HEALTH, AND SA=L"IY UI= fHE PUBLIC, AND I U PRU I LC I PROPER I Y IN CUNNECFIUN WI ll 1 IIIL PERT-URMANCL Uf- WORK CUVLRLD BY IIL CONTRACT. ANY WURK WI THIN 'THE IRAVLLLD RIGHT Or - WAY H-IA l MAY IN I ERRUP I NURMAL TRAIT -IC FLOW SHALL REQUIRE A TRAFFIC CUNIROL PLAN APPR!JVL BY HIL PUBLIC WORKS DEPARTMENI, TRANSPUR"rATION SYSI LMS DIVISION. ALL SECTIONS !JI IIIL WSDU"I" STANDARD SPLCIF-ICATIUNS i-"07--23 I RAI I_IC CUN I RUL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF -Tf-IE PROJECT LUCA"IIUN IS WI IIIN THE AQUA LR PRO ILC IIUN ARLA (APA). 19. BE[ 0R)L ANY CLINSIRUC TJUN OR DEVLLOPMENF ACTIVITY OCCURS, A PRE -CONS I RUC I IUN ^1CL 111\1G MUS f BE HELD W11-I-1 111E CI"TY Of- RENTUN, PUBLIC WORKS DESIGN ENGINLLR. 20. ALL LIM!IS Uf- CLLARING AND AREAS OF VEGETATION PRESLRVAFIUN AS PRLSCRIBLD LIN H"IL: PLA <S) SHALL BE CLEARLY FLAGGED IN I'VIE F"1LLD AND UBSERVED DURING CLRIS I RUC I !UN. v) 21. ALL RLOUIRCD SLDIMLNIAIIUN/LI:USIUN CUNIROL FACILITIES MUST BE CUNS IRUCIED AND IN UPLRA IIUN PRIOR TO LAND CLLARING AND/UR CUNS IRUC IUN IU LNSURE H-IAI SLDIMLNI LADEN WAFLR) DUES NOT ENTER I1-IE NATURAL = DRAINAGL SYSILM. ALL LRUSIUN AND SCDIMENI FACILI-1"1LS SHALL BE MAINTAINED �I IN A SAIISI'ACIURY CUNDIIJUN UNTIL SUCH TIME fFIAI CLLARING AND/UR oCUNS I RUCI IUN IS CLIMI'LL I L: AND I"'❑TEN I IAL FUR LIN-SITE EROSION HAS PASSED. o Tl IL IMPLEMLN IA 11UN, MAINI'LENANCE, RLPLACEMLN F AND ADDII"IONS TO o E('OSIW!/SEDIMCN E A f IUN CUNFRUL SYSTEMS SHALL BE THE RLSPUNSIBILITY OF o II IL PLRMI I LE. z �> > > 1w 22. H IL EROSION AND SLD�,4LN I A IIUN CONTROL SYSTEMS DLF ICI"ED ON THIS a- DRAWtNG ARE IN I LNULD I"LI BE MINIMUM REQUIREMENTS 'TO MEET AN f 1CIPA FED SITE I- CLINDI I IONS. AS CONS] RUC I JUN PROGRLSSES AND UNLXPECTED OR SLASUNAL j CONDI T 1UNS DIC- `AIL, 11IL I'LRMI ILE SHALL ANTICIPA I E [HAT MULL EROSION AND SLDIMLN I ATIUN CUN IRUL I ACILH ILS WILL BE NECESSARY TO ENSURE COMPLETE w SIAIA"IIUN CUN"IRLIL ON 111E PRUPUSED SITE. DURING TIIE COURSE OF VT) CUNSf-,UCTIUN, IF SHALL 13L [HE OBLIGATION AND RESPONSIBILITY OF' 'TIIE F'EF:MiI-EE fU ADD!LSS ANY NEW CUNDIIIUNS lF-[Al" MAY BL CREATLD BY '['HE o AC I IVI I ILS AND TO PRLIV!DL ADDI FIUNAL FACILI-LIES, OVER AND ABOVE MINIMUM v REOUIREMLNI S, AS MAY BL NLLDLD, TO PRU FLCT ADJACEN"I" PROPERTIES AND j WATER OUALIIY OF IIIL RF_CLIVING DRAINAGE SYSTEM. 0 a 23. APPRUVAL III- H"IIS PLAN IS FOR ERUSIUN/SEDIMENTA IIUN CUN"FRUL ONLY. IT 0 0 D❑ES NOT CUNS I I I U I L AN APPROVAL, OF S FURM DRAINAGE DESIGN, SIZE 1\11jR o LUCAI IUN Ur PII'L:S, RLS I"RIC TUBS, CHANNLLS, OR RE PENT ION FACILI TILS. j 24. DUR1IlG TIIL FfML PL[,,'IUD OF ❑CTUBLR 1S1 "T!-IRUUGH APRIL 3011-I, ALL PRUJLC I DIS I RIBU I LD SOIL AREAS GREATER "I-IIAN 5,000 SQUARE FEET, TI-LAI" ARE o ILI BL LLF I- UN Wi_RKCD I-UR MURL THAN 12 HOURS, SHALL BE COVERED BY MULCH, o SODDING OR PLAS I IC CLIVI-NNNG. 00 25. IN ANY ARLA It,/I IICH HAS BEEN SI RIPPED OF VEGETA F IUN AND WHERE NO LIJ 1"UR F 1LR WUldl< 1S AN I ICIPA I LD F UR' A PLRIUD 30 DAYS OR MURE, ALL DISTURBED j AREAS MUS 1 BE IMMLDIAI LLY S I ABILIZLD W1*f FI MULCHING, GRASS PLANTING OR j EWER AP!'RUVLD LRUSIUN CUNIPUL I"RLATMENT APPLICABLE TO IIIE TIME OF YEAI:, GRASS SLLDING ALUNL WILL BE ACC -F)TABLE UNLY DURING IHE: MONTHS Of- APRIL 11-I1,,UUGH SI PILMBLR, !NCLUSIVL. SEEDING MAY PROCEED, HOWEVER, WIILNLVLR 11 IS IN IIIL HNI REST 01" HIL PERM1"fLL, BUT MUST BE AUGMENTED o WITH MULCHIINIG, NLI11NG UR UTI ILI\) 1 F'LATMENI APPROVED BY. THL C11 Y OF CV Ln RLN ION, UU I"SIDL i HL SPLCII" IED I IML PLRIUD. 26. f ❑R ALL LRUSIUN/ SEDIMLN i A I IUN CONTROL PONDS WHERE ]HE DEAD STORAGE co DLP III LXCLLDS 6 1NCI ILS, A I LNCL IS R QUIRCD WI"III A MINIMUM IILIGHI' OF ti 1"HRLL (:3) 1 EL 1, 3:1 SIDL SLUPLS. 0 N 27. A I LMPU.'ARy GL'AVLL CONS I RUC I IUN LN"IRANCL, 24 I' EET X 50 FELT X 8 o INCHES UI 41 HJ 6 INCII OUARRY SPALLS SHALL BE LOCAILD Al ALL POINTS Or' VEHICULAR 1NGRLSS AND LGRLSS IU H1L CUNSIIZUCI!U11 SIZE. U STANDARD STRENGTH FTI TFR FARRTC __ NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. FILTER FABRIC PROTECTION SOLID WALLS_ FILTER MEDIA - FOR DEWATERING CATCH BASIN � GRATE NMI •rrrr•rrrrrrrr•r•rrcrrrrrrr POROUS BOTTOM CATCH BASIN INSERT NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. MAINTENANCE STANDARDS 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON -SITE OR HAULED OFF -SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. CATCH BASIN SEDIMENT CONTROL (NO SCALE) NO. I NSTAI IS A I PER K CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date REVISION DESIGN AND INSTALLATION SPECIFICATIONS 1. THE GEOTEXTILE USED MUST MEET THE STANDARDS LISTED BELOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D-4751) = 30-100 SIEVE SIZE (0.60-0.15 mm) FOR SLIT FILM 50-100 SIEVE SIZE (0.30-0.15 mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D-4491) = 0.02 SEC-' MIN. GRAB TENSILE STRENGTH (ASTM D-4632) = 180 LBS MIN. FOR EXTRA STRENGTH FABRIC 100 LBS MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D-4632) = 30% MAX, ULTRAVIOLET RESISTANCE (ASTM D-4355) = 70% MIN. 2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL BE NO STEEPER THAN 2H:1V. MAINTENANCE STANDARDS 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN IT IS 6" HIGH. 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO THE ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. Isi ING RONo ~LX JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 2"x2" BY 14 GA WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. FILTER FABRIC 2'MIN. -r12 "MIN. ----MIN. 4"x4" TRENCH �7/__1 BACKFILL TRENCH WITH NATIVE SOIL OR 3,14'-1.5" WASHED GRAVEL 2"x4" WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT SILT FENCE DESIGN AND INSTALLATION SPECIFICATIONS AND MAINTENANCE STANDARDS (NO SCALE) AS PER CITY OF RENTON STANDARDS. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD MAINTENANCE STANDARDS 1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON THE AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON -SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. 4. ANY ROCK SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. Tr", 5. 12„MIN-),�THICKNESSIDE FULL WIDTH OF INGRESS/EGRESS AREA IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAT THE CONSTRUCTION ENTRANCE(S), FENCING (SECTION 5.4.1) SHALL BE INSTALLED TO CONTROL TRAFFIC. STABILIZED CONSTRUCTION ENTRANCE SURVEYED: DESIGNED: PCT DRAWN: KWMC/PCT CHECKED: JMST/FML(PSE) APPROVED: PCT PLAN VIEW (NO SCALE) SCALE: 1))=20) ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM \-4F -- CITY OF RENTON Planning/Building/Public Works Dept. DAVID EVANS ANDASSOCIATES iNc. 415 -118th Avenue SE TM Bellevue Washington 98005-3518 Phone: 425.519.6500 TEMPORARY EROSION SEDIMENT CONTROL DETAILS PRESIDENT PARK SUBSTATION PUGET SOUND ENERGY 8/30/06 FlELDBOOK: 8K.1 PAGE: -13871 :ET: OF: 2 2 20 0 20 40 GRAPHIC SCALE ( IN FEET) :• "2 )Q 12" R c• 8" GONC µ, I" ..._.._._._.____._._.___. * ...._nS r iF_ .9.5%5 8 C"Oi-tC P.Iv __...._._..--`_ ,,•• NORTH -SOUTH I - {i CONSTRUCTION A s r I -_r i" 'T BASELINE Lij O r Q .-._..._ _ - 2 / ,,'••f � �`Off' '' I ' 9 m ) '� - I /r •-\ t FND 3 BRASS DISC P« 0 LINE CD U29 29 w IN 4qX4 CONC MON oO r ,'i S89'Ot 40- 300:03 j i�0 4 >> t : { X .1 r .. .r .� r ( JI C)�h�i; 'DRIVE Ll.l X 0 y _ i2" I +0 it `/� .f `�`'000 3+00 n o -40:0' 1 3.0 t' IE=408.7 ;oCONSTRUCTION 6 PVC S ' j ( BASE LINE . ttt 5A S T ::WEST r!2 �; a - _____, -� o .I ' CONSTRUCTION BASELINE ; r - F1 F N89°01 ' 40,1W 0 3' ,- �, 29m 7 PAD EL=410.0 13 isn �1 % w 11 / `--/ F o z / / A" 13 I dam- ty t a.T'; f F F I N r a 0 r�-` 5 , I 21 6 19 12 6 ' i 0' r J O 1 :2 2+00 13+ c r 00 i - ,r S89'06'06"E ` ._ 100.02' ___... i_._...._. _..-... _ _ __.__.. , _ 11 ._ L ' 1 i, I � I' LO 5 SECURITY SHOULDER, \ ' TYP AROUND SUBSTATION o I , I ; I 120.0' vi �.t lr• U 0 INFILTRATION TRENCH NOTES O 1. AREAS PROPOSED FOR INFILTRATION TRENCH SHALL BE LOCKDOWN o °- SECURED WITH TEMPORARY FENCING PRIOR TO CLEARING THE SITE GRATE I TO AVOID COMPACTION. _ 0 EXISTING ' {n W 2. AREAS PROPOSED FOR INFILTRATION TRENCH SHALL NOT BE ASPHALT DRIVEWAY 6.. SIDEWALK = A. DRIVEN ON OR ACROSS BY ANY VEHICLES OR EQUIPMENT V) B. USED FOR MATERIAL STORAGE OR STOCKPILES. " C. USED FOR VEHICLES OR EQUIPMENT PARKING. d im ^"-� DACKFILL :D ROCK '" TO 3/4" I LI\1 VI\N 1 LV PIPE SECTION OF INFILTRATION TRENCH NO SCALE ZURN PRECAST TRENCH DRAIN SYSTEM a` � 0 MODEL: Z886 PERMA-TRENCH WITH 0.75% BUILT IN SLOPE WITH MAX. 6" AT DEEP END. EQUIVALENT CAN BE USED WITH PSE APPROVAL. TRENCH DRAIN DETAIL NO SCALE 30' is 30' �- �, CONSTRUCTION NOTES 0 SAW CUT EXISTING CONCRETE SIDEWALK AND CURB AND REPLACE WITH CONCRETE DRIVEWAY ENTRANCE (TYPE 4) PER CITY OF RENTON DWG NO. F004-5 AND FR05. Iti I III; I 2� RELOCATE AND REMOVE EXISTING UTILITIES. CONTRACTOR SHALL VERIFY WITH THE UTILITIES COMPANY. la- \•r.i 3� CONSTRUCT 18' WIDE ASPHALT DRIVEWAY WITH 1 ' WIDE SHOULDER ON THE SOUTH SIDE AND 6" HIGH THICKENED ASPHALT EDGE ON THE NORTH SIDE PER ASPHALT CONCRETE SURFACED DRIVEWAY DETAIL, SHEET 3 OF 3. T I i{ if i I CONSTRUCT 20'LONG X 0.5'WIDE X 0.5' DEEP CONCRETE TRENCH DRAIN WITH GRATE PER DETAIL THIS SHEET pryQv ,,, 3 I �, _ r,._. �, _ _ T AND CONNECT TO 4" UNDERDRA I N (SEE NOTE 14 BELOW) . Sj_.. CONSTRUCT 10 HIGH STATION CHAIN LINK FENCE WITH VINYL SLATS, PER CHAIN LINK FENCE DETAIL, SHEET 3 OF 3. CONSTRUCT 20' WIDE SUBSTATION GATE PER GATE DETAIL, SHEET 3 OF 3. +� h: t: - - -;.•µ• _� -- �_.�T. !\`' •._-.c 3---- 7 CONSTRUCT SPCC CURB AND AREA WITHIN THE SPCC PER TYPICAL AREA INSIDE SPCC CURB DETAIL, SHEET 3 OF 3. ` ,`y'r'/ 1 I I it U f' i r � , Ili _ I PROPOSED FOUNDATION TO REPLACE EXISTING FOUNDATION AFTER SITE LOWERED .AND REGRADED (TYPICAL) . ' rj I !I ;i ji i �i_.___ .:r%�O9 CONSTRUCT GRATE INLET TYPE 2 WITH 6" OIL STOP VALVE PER CATCH BASIN DETAIL, SHEET 3 OF 3 . ••s t ._. , 1 v ( r EX. INGRESS IND S J � I 10 CONSTRUCT 6 SCH. 80 PVC PERFORATED PIPE PER SPCC PERFORATED DRAIN DETAIL. SHEET 3 OF 3. 15 _� EGRESS EASEMENT I REC. NO. 9806101142 ! t `� 1 `,`I' ? 11 ALL DISTURBED AREAS SHALL BE RE -LANDSCAPED PER LANDSCAPE PLAN, SHEET 1 OF 4. t ; CONSTRUCT GATE VALVE PER GATE VALVE ASSY DETAIL, SHEET 3 OF 3. 1+0o r 'I, t ; j ! 1 3 CONSTRUCT STATION SITE PER STATION SECTION DETAIL, SHEET 3 OF 3. 1�4 SAW CUT EXISTING SIDEWALK AND REPLACE WITH NEW SIDEWALK WITH UNDERDRAIN PER CITY OF RENTON STANDARD '� ! ; !;. I { t„ •''•�.: Ilr if F�/ I [p- ; ;.� PLAN SP PAGE: B005 AND CONNECT TO SLOT DRAIN ( SEE NOTE 4 ABOVE) . - PROTECT EXISTING UTILITY RISER IN PLACE (� t lei z: }t 16 PROTECT EXISTING WOOD FENCE IN PLACE. `1 t � 1 �° ! -•--•- r� � F ; '�,_,.____. 17 CONSTRUCT ULTRA BLOCK WALL WITH 4 FOUNDATION DRAIN PER RETAINING WALL DETAIL, SHEET 3 OF 3. .. ......... CONSTRUCT 6" STORM CLEANOUT. EX. SEWER LINE-; - {- I , Il y I 19 CONSTRUCT 6 SCH. 80 PVC PIPE AT 1 %. r. EASEMENT RI_C. ' 0. -C% 9806101141 'AND I. I l i i } '1 f W < < < ` RIP -RAP O TF DETAIL E � I -----`---- , CONSTRUCT 6 LONG X 4 WIDE X 1 .0 DEEP RIP RAP PER RIP A U ALL ET IL SHEET 3 OF 3. Q TELEPHONE LINE t l t� EASEMENT REC. NO. h 200202220003701 ! I I ' I �� _ I ; 21 CONSTRUCT CATCH BASIN, TYPE 1 L WITH SOLID LID PER CITY OF RENTON PLAN NO, B-01 A . z l jE i l o • t r { _ :c ' ' ,U3 -- 2 CONSTRUCT 30' LONG ' ' RENCH WITH 5 ROWS OF 12" PERFORATED P I PE AT 0%. 0 'rig `�114. � { Q X 1 1 WIDE X 3 5 DEEP INFILTRATION T CONSTRUCT 6 PVC SCH. 80 PVC PIPE AT 12.8%. ! j 14 � CONSTRUCT 3 WIDE SODDED OR GROUND COVER PLANTING AREA, GRADE TO DRAIN. 6 7 3 O _O •� ' / I1 !'; �' I; i SAWCUT 1WIDE EXISTING ASPHALT AND REPLACE WITH NEW ASPHALT AFTER DRIVEWAY ENTRANCE CONSTRUCTED. - J� 2@6 RESTORE ALL DISTURBED AREA AND EXISTING PLANTING STRIP ALONG THE FRONTAGE. 4 j l 10�,f00 i ;I ; ' ADJUST EXISTING TELEPHONE 'MANHOLE LID TO GRADE. RILITY APPROXIMATELY RELOCATED CELL ANTENNA POLE LOCATION. LOCATION SHALL BE DETERMINED AT FIELD AS DIRECTED BY 2I COMPANY. IMP N ____._ t I ;h ! ;(i I 9 REMOVE EXISTING TREE. CONSTRUCT ULTRA BLOCK WALL PER DETAILS AND SECTION A -A ON SHEET 2 OF 3. D81' PANED a; -,-ry-•r. .1: {, j € I RIVEWAY 1 Q. 1._ WIDE wSHOULDER LEGEND FOR DRIVEWAYS I ;rb I 121 , 0' r r 4 t � ( _ 1'j,CR '_!fj;i' Y.�r.fr-•t> �__._.___-_..._._.- j l +' X�.% � .t,J - t I(I i {{{ 1 r f� r t I :i \ i 1 WV _r...! .+f .- 3 __..-_•-_f ..` '$i _._' ?=-. I i} i -__ I f t? I 394,.I P l:" 'N I I I 3, ! G,,l i - Gar' CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date zL REMOVED ADDITIONAL TREES AND ADDED BLOCK WALL NO, REVISION DIE 1. EXCAVATION, SUBGRADE PREPARATION FOR SUBSTATION PAD AND DRIVEWAYS, SLOPE COMPACTION AND RETAINING WALL AND ITS DRAIN SHALL REFER TO GEOTECHNICAL REPORT PREPARED FOR THIS SITE BY GEOENGINEERS, INC. DATED FEBRUARY 6, 2006. 2. CONTRACTOR SHALL VERIFY IF ALL THE OVERHEAD AND UNDERGROUND ELECTRICAL LINES ARE DISCONNECTED PRIOR TO ANY CONSTRUCTION. ►/ GATE VALVE TW TOP OF WALL BW BOTTOM OF WALL IE INVERT ELEVATION FG FINISHED GRADE BG BOTTOM GRADE FL FLOW LINE EA TOP EDGE OF ASPHHLT SURVEYED: SCALE: »NAD 1363/1991 �► DESIGNED: 1 =200 HORIZONTAL•- C 1 T Y OF DRAWN: PCT RRENTON KWMC/PCT ONE INCH DATUM PCT 9/19/06 CHECKED: AT FULL SCALE JMST/FML(PSE) IF NOT ONE INCH Planning/Building/Public Works Dept. BY DATE APPR APPROVED: T SCALE ACCORDINGLY PC C. 0q' WASl ,.�ti W 35707 O 41sTE�� jONAL EXPIRES 04-02- 8 PROPERTY LINE Cs� GRATE INLET, TYPE II CATCH BASIN, TYPE I -------- *-------- 0 PROPOSED SUBSTATION FENCE PROPOSED FOUNDATIONS (TYPICAL) 4- F -�' FUTURE FOUNDATIONS (REF ONLY) PROPOSED ASPHALT DRIVEWAY ® PROPOSED RETAINING WALL DAVID EVANS ANDASSOCIATES INC. 415 - 118th Avenue SE Tm Bellevue Washington 98005-3518 Phone: 425.519.6500 GRADING, FENCING AND DRAINAGE PLAN PRESIDENT PARK SUBSTATION PUGET SOUND ENERGY :A1710. FIELDSOOK: BK. 1 PAGE: DRAWING NO: -1387 SHEET: OF: 1 3 PVI STA = 2+05 PVI ELEV = 407.70 A.D. _ -4.87 --------------- 26' VIC i..___.._._...._._.__.......__.__....._...-.;.___..-.-_._.._.-_._-...._....-._.__.._ ...._...__.____.___.___..____._....______.....__._____..._._ ._.._.___._____...__._-- I --____-___...--_-- --_--__-_._.__..____ _-_._.___._.._._._._.._______ .______.____.__.__� 430 : J----._-._'.-_-______._.__.__._.._.____._.w._.__...--___._..-..._.____..._.___..__._.._.- ____�_.__.__ _ ._ _ _ ,- 430 w I j �- i i I > I o Q 50 VC ! , C6w PVI STA _.._._...--.._.___..._.__.........................__....__._..._.....__....._�..�.._.__..w_....._.__._____......___._._.___..__.__._.___...__......_ __....._.____.__..._.._..__ .___._._..____..__...__._____ ...._._._..___ _.d._� .._-.__- { +'1 L`' + -� i o Q + 00 PVI ELEV = 01.68 n o Q '`� �,, I i , O N 0 j a, A. D. = 6103 i ! G] d 420 :_...__..__......_____._....._...._-._._._:_._-_.._.__.........._.._____.....w �__....c �.........._-_--.-.-._._.___._ ._EXISTING.._ GRADE.___...-_•_l..V---.__..._ _.-_.._.____.__._._____-.-...__-__._..____.Q... _ ...._._---_ _ - - _ !_ , o ____ _ _____.__. ____ _____. ____ __ . _ _ ¢ c� o ¢ z ? _ _ _ z .__ __ _ _,___. o _____..___ ___ _.I _.._+ �... _.._� cfl.___._. - ___.K _ __,8-9__. __. __ _ _. _ _ _. 420 p = � w , PROPOSED FINSHED FG.-410.0 w ¢ w IJiJ I '- ot- + o i w V) w V) V) Lj- PAD GRADE --410.0 - i v d z z I , i J J w B.G. 408.9 rn U I - - - - - _ 1_. ___, Wit_. _ .�. __ _ O N N Ln i--- ------ - _ _ +o- + 0; zo 0.0%; J i I r-w0o rnrn w410 r'__.. __._...______._..__.._____ ___ ___.___.. f 2.00�.......-.-7-:-?.6�_.w..__.__-_ �- __.-_... _.......__._.__._.- ---------.._ __-- --� v o- . r �._rM7- 410 ¢ Ln F, 4 i0.5% I - m a- w to I- LL Gj z 2 CD 00 O 1 FG.=410.0 ; a + I 'S i PROPOSED BOTTOM o N } Lij O , B.G.=408.3 cV ao i 00 0 0 0� BASE SLOPED �t �-� O , A 0 ; o I --- _ i. ___ .. _ d _ _-- _ __ _._.__ . __._ __._._...____. I � O , i_. I A;T._0:5%�• M(N.:.___-._-----___..___.___.__._.__._._�. J � _ _ ._ _.._ ._.... ____._ � 400 z 1 I 30, VC 1 MATCH EXISTING j PVI STA = 2+33 I a..---..___390 EXISTING ELEVATION I A.D. _ -5.16 i I PROPOSED ELEVATION K = 5.82 t I I 14- 06 CO: Ni N N1 0); �s M:CD 0 `d �� r i 4+00 3+00 2+00 1+00 0 CL NORTH DRIVEWAY SCALE HORIZ. 1=20' VERT 1 "=10' PVI STA = 11 +10.50 PV( ELEV = 408� 30 AD 5 43 , 7 3- - >Lo I W+ >' L(� s �ca� �z ! moo430 ck- !¢ 0 50 VC NV- O J I I p L0 I -- �0J •- I ! O O _....___.._.---....___..__.__........-._.;..._.._.._..._..._......._.._._._...._... ...-__-_.--__.-00.w•.Q._._____._.__...,�y r_ .._.cG. w 0_...__._v i fI _.__._..__.____._.__ _____ Lo Q (D O ¢ z ! + Oi o 00 PVI ELEV = 402.61 VV)) pw 0 V) U EXISTING GRADE I I + N � N AD = 5. 3 ___..._____..... ... .........._.__...___.._..__.----._.__._..--_.._..._.__.__._._._..___._.___.....___...__ ___.... 420 . PROPOSED FINSHED > o ,.n K= " -- 9-2__ ._ 2:1 FG.=410.0 PAD GRADE =410.0 FG.=410.0 m w 0 0 SLOPE B.G.=408.3. ___...._.__ _ j B.G.=408.9 _iT._ _ a ..,._ ..._.� _ > -i ' MAX � ----- -- - _, ---------------- i - - - - .__ w w i i 410 .-- - __ -- -- 0--.5% ` - In 'G 10 4390 : o !� 30' LONG x 11 WIDEI x 3.5' DEEP PROPOSED BOTTOM ±o ±o I OF BASE SLOPED , 400 BOTTOM OF TRENCH 1 ELEV=406.0' f _.__._..__......_.._..._........ _..._. __� ......__._.__....._._._ _ 1 EXISTING ELEVATION PROPOSED ELEVATION :..__. . O r 00 M 1.0 co �- r1r) 13+00 W w i w 20' VC w L } _STA... =--14-+--40: 5( PVI I ELEV = 409.80 AD = -3.00 i 4-;0 d i� M'o Mi0) s , 12+00 SOUTH DRIVEWAY SCALE HORIZ. 1=20' VERT 1 "=10' m CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date .00% N 0 t I w z I�-0 as ___ .w_�i _. 00 a N i ` LO o(D r`? � o00 - o > + V) FU- � M.W. V) 440 ------ 440 ___: 440 i :__.__ 430 w ' ;z J I Z i J J Z w EXISTING GRADE w w 420 _ U._.._..__-. ___._. _.__.__ _.__-. .____._. _. _ _._ .____.___.--.._._.._.-__--.._._. r O Z Z :O : 420 PROPOSED FINSHED ` w I n ! a- Li- PAD GRADE =410.0 ! { r �-.-._----.----_._.-----! _-_.__--_-- SLOPE. 0.00% MAX 410 - _....._._ .._ __.. _; ... _._.: __ .. 410 I i 3.75 HIGH UL;•TRA , ® BLOCK WALL "SEE SPCC ; SPCC _ .___. _.____...______ -F: G:=410:0_ ._.._ __CRB____.... _ _-__ _ .........._.__.._.___._ _.__.-.- ___..-_.__.._.....CURB _.__._____._._._-...-___.__..__ -F_ G:= 10.0 DETAIL HIS SHEET T , B.G.=408.56 i I B.G.=408.56 i PROPOSED BOTTOM 400_____._... _..__._.__.___ ______..__.-.-____ ___.i__.__._.__..__ __-__ ___._.___ _ .OF"-"BASE-----____._..___._.__..._._-_.___.......____...._..__.____..__.__.. 400 : _-------------- ---------- _______.._._ _..__--_----._.________....__..__...__-__................. I EXISTING ELEVATION i PROPOSED ELEVATION I Oj I'�?!6j N'6j tom: 0. mot-; �- • d-; , I i 5/8 MINUS GRAVEL 0+00 1+00 PER LANDSCAPE PLAN SECTION A -A _ _ - - - - - _ _ - EXISTING GROUND LINE - SCALE HORIZ. 1=20' VERT 1"=10' UTRA BLOCK WALL 9 12"NATIVE SOIL COMPACTED TO 95% MAX DRY DENSITY OR- OVEREXCAVATED AND REPLACED W/ COMPACTED CRUSHED ROCK 1 440 430 �-._. __. I w z _1 6 3.75` MAX FINISHED GRADE 18- SUBGRADE SOUTH BLOCK WALL 430 nFTA T w z ¢ 420 z 0 Z O IV BE 400 --' 390 10+00 (NO SCALE) 440 4 I i U 0 430 r I J J I Woo Q 4201 - ----- .._- i-a �J t II - U_ I Z I m 0 410' 400 NO 4 0+00 ® �2 .=406.1 _P.-VC-._OU T d O >j O t , , J N 430 p w > w o _!) > I V) a O J O wo EXISTING GRADE 1 a z a o Z o U , w a w � > �- �420 a_ > tt o PROPOSED GRADE `r w 0 ~ ill Ld F- a- ¢ n .a_[If I 1 - 410 'r 47LF-6"PVC 1.43%17�1_1`-6"PVC 6"PVC-0.0� OTTON1=405.6 IE=408.6 6"PVC IN E ',IE=408.0 6"PVC OUT � IE=407.11 6 PVC IN 400 IE=406.61 12"PVC OUT IE=407.78 ` 6"PVC IN, OUT 08.6 :)"PVC OUT i EXISTING ELEVATION PROPOSED ELEVATION --__-._ _._____-- 700 I 01 I , 1 +00 STORM LINE SCALE HORIZ. 1=20' VERT 1 "=10' DAVID EVA►NS ANDAISSOCIATES INC. 415 - 118th Avenue SE ,m Bellevue Washington 98005-3518 Phone: 425.519.6500 SURVEYED: SCALE: ,> 1 =20 HOR VERTICAL- N D 11193/1991 DATUM Jp ,► c >►i �,� , CITY a! IML REN TON Planning/Building/Public Works Dept. P ' STORM AND DRIVEWAYS PROFILES PRESIDENT PARK SUBSTATION PUGET SOUND ENERGY UAlt_ 30 06 8/ / DESIGNED: PCT PAGE.FIELDOOK: B K. 1 PAGE DRAWN. KWMC/PCT ONE INCH DRAWING N0: D -1378 ADDED BLOCK RETAINING WALL ON SECTION A -A AND DETAIL PCT 9/19/06 CHECKED: JMST/FML(PSE) AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY REVISION BY DATE APPR A'PR°�°PCr SHEET: 2 OF: 3 w z Ur) U Lu O a z w ILL. 2 1� PERF SCH 80 PVC PIPE WITH 2 ROWS OF %"DIA HOLES DRILLED 12"OC AT 1200 AND STAGGERED IE=408.6 Q O oo ap Q o o a �, o00 o ao o as a Lt1 40 �, o0 0 ,_, o z O a o a Oo o p O r o� Do Uo°_e60 j �° BENTONITE iQ SLQpao SEAL IV 2n —1 W 0 J071 { rY7 " wad � CC V) L SUBDASE 8'-0" `—BOTTOM ELEV=408. 15 SPCC PERFORATED DRAIN DETAIL (NO SCALE) STATION FENCE 5' SHOULDER 4"YARD COURSE FINISHED STATION GRADE ELEV=410.0 00%L_0_P E w `-ELEV=409.67 ' C7I r C7 ie a;.n q e. NATIVE SOIL 9" MIN. BASE COURSE OR COMPACTED (MIX) SUBBASE FILL ELEVATION VARIES ( SEE PROFILE, SHEET 2 ) TYPICAL STATION SECTION DETAIL (NO SCALE) -:Z /ll o f C A D All V Ann hnt tnf r N VARIES L BACKFILL COMPACTED 1 cap°• IN 6" LIFTS 1/2 PIPE°'•- 4" MIN DRAIN PIPE AS SPECIFIED DIAMETER A GRAVEL BACKFILL FOR PIPE BEDDING COMPACT SUBBASE OR NATIVE SOIL TYPICAL PIPE BEDDING DETAIL (NO SCALE) 0 0 ° o //. /. o a 6 //// 0 0 0 0 6' MAX ° 0 a o ° o UTRA %//° 0 0 BLOCK %/. WALL %� /�/a 0 0 0 0 a 0 a0 0 o° 00 0 0 0 Oo 2 %�/j/// ° 0 0 ° 00 °°.0 4„ 0 0 000 0 0 0 0 0 0 °° a°°o °° _1� �. SLOPAll j 12" NATIVE SOIL COMPACTED TO 95% MAX DRY DENSITY OR- OVEREXCAVATED AND REPLACED i W/ COMPACTED CRUSHED ROCK E O U') J0 PROVIDE SWALE, GRADE TO DRAIN TO APPROVED CLEANOUT. PLACE 12" OF ON —SITE SILTY SOIL OVER GEOTEXTILE. GATE ST WEmA�♦ I ��,�� II MAm,mLw, � �� Ill MA '' a ilk m'' ' iil liiii�i�i�i�i�i� CENTER LOCKING BAR -az (LOCKED POSITION) HANDLE SHALL BE 1'-6" TO 2'-0" ABOVE GRADE AND SHALL BE FITTED WITH STOPS WHICH WILL HOLD IT IN EITHER THE LOCKED POSITION OR LIFTED POSITION. NOTE: VINYL SLATS ARE NOT SHOWN. CONTRACTOR SHALL VERIFY WITH PSE FOR SPECIFICATIONS. REINFORCING GEOTEXTILE !' (SEE WALL NOTE 10) 12 BLANKET OF WASHED AND SCREENED CRUSHED ROCK. 3/4" TO 4" IN SIZE W/ MAJORITY ABOUT 1-1 /2" —FILTER GEOTEXTILE FILTER FABRIC MIN 4" PERFORATED PVC PIPE. SLOPE TO DRAIN. PROVIDE CLEANOUTS. COVER WITH A MINIMUM OF 6" OF 3/8" WASHED ROCK. RETAINING WALL DETAIL (NO SCALE) -r E'N Tt'lAl MT= VIEW A GATE - NT � H GATE STOP CENTER GATE STOP, MALLEABLE IRON, SET IN CONCRETE GATE DETAIL (NO SCALE) NOTE: RIPRAP SHALL BE SOUND QUARRY ROCK PLACED TO FORM A FIRM, DENSE MAT TO A DEPTH OF 1 FOOT. ROCK SHALL MEET THE FOLLOWING SPECIFICATION: 100% PASSING 8", 40% (MAX) PASSING 3", 10% (MAX) STATION PASSING %". SIDE �— FINISHED STATION R I P R A P O U T F A L L GRADE ELEV=41 0.0 D E T A I L TOP OF BASE COURSE (NO SCALE) ELEV=409.67 FENCE POST FINISHED STATION SEE GRADE (REF) VIEW A L� e -• W. 12" DIA CONCRETE FOOTING a e o Ln CHAIN LINK FENCE DETAIL (NO SCALE) WALL NOTES 1. BLOCKS SHALL BE INSTALLED WITH A RUNNING BOND. 2. CONCRETE STRENGTH SHALL BE MIN OF 2,000 PSI AT 28 DAYS,WITH A UNIT WEIGHT OF 150 LBS PER CUBIC FOOT. 3. TURN THE BEST FACE OF EACH BLOCK OUT. 4. FACE OF WALL SHALL BE CONTINUOUS AND UNIFORM IN APPEARANCE AND MAINTAIN A 6:1 SLOPE AS SHOWN ON DETAIL. 5. FIRST ROW OF BLOCKS SHALL BE SET ON UNIFORM, COMPACTED BASE. 6. CONCRETE BLOCK WALLS 6 FEET IN HEIGHT AND OVER, REQUIRE ENGINEERING SUPERVISION BY SPECIAL INSPECTOR (UBC 306b), WHICH AT MINIMUM SHALL CONSIST OF INSPECTION AND WRITTEN CERTIFICATION OF SUBGRADE, PLACEMENT OF BASE COURSE AND DRAINAGE,AND FINISHED BLOCK WALL. 7. IMPROVED WALKING SURFACE ABOVE AND ADJACENT TO BLOCK WALL OVER 30" IN HEIGHT SHALL BE PROTECTED BY A GUARDRAIL CONFORMING TO UBC 1711. 8. CONCRETE BLOCK WALLS ARE EROSION CONTROL STRUCTURES, NOT RETAINING WALLS. NATIVE SOIL MUST BE STABLE AND FREE STANDING IN CUT FACE. 9. ANY DEVIATION IN DESIGN OR IN PLACEMENT OF ADJACENT STRUCTURES MUST BE SUBMITTED WITH THE SEAL OF A CIVIL ENGINEER CURRENTLY LICENSED IN THE STATE OF WASHINGTON. 10. FOR WALLS WITH EXPOSED HEIGHTS GREATER THAN 6 FT & UP TO 8 FT, A REINFORCING LAYER OF GEOTEXTILE IS REQUIRED. THIS SHALL BE WOVEN GEOTEXTILE, MIRAF1 50OX OR APPROVED EQUILAVENT. THE GEOTEXTILE SHALL BE LOCATED AT A HEIGHT OF 5 FT ABOVE THE BOTTOM OF THE WALL, AND EXTEND FROM THE FACE OF THE WALL (SANDWICHED BETWEEN THE BLOCKS) TO 5 FT BEHIND THE BACK OF THE WALL, INTO THE COMPACTED GRANULAR FILL. 11. BACKFILL BEHIND THE WALL SHALL BE STRUCTURAL FILL. FILL PLACED WITHIN A HORIZONTAL DISTANCE EQUAL TO THE HEIGHT OF THE WALL, SHALL BE COMPACTED TO 92% MAX DRY DENSITY USING SMALL HAND OPERATED EQUIPMENT. OVER -COMPACTION OF BACKFILL IMMEDIATELY ADJACENT TO THE WALL SHALL BE AVOIDED. 12. TEST HOLES ALONG THE WALL ALIGNMENT SHALL BE EXCAVATED TO IDENTIFY AREA OF WOOD DEBRIS. ANY SUCH AREAS SHALL BE OVEREXCAVATED AND REPAIRED WITH COMPACTED STRUCTURAL FILL. CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date NO. REVISION 0 0 1 2 1 ELEVATION VARIES (SEE PROFILE SHEET 2} 4" STATION YARD COURSE TYP .8 SOLID COVER 1/8" THK DIAMOND PLATE W/ POWDER COAT (SAFETY YELLOW) -- AFTER FABRICATION SPCC CONIC CURB (REF ONLY)—i YARD vpa COURSE ap rBASE D C COURSE -► �� w Qa -v/,'/ 1"DIA PVC VENT PIPE (NOT SUPPLIED WITH OIL STOP VALVE) TOP EL -' v Ann nr\me^r 6"SCH 80 PVC OUTLET PIPE --/ y FLEXIBLE CONNECTOR w/CLAMPS a °a 12 X6 THE BENTONITE SEAL AND SPCC CURB UNDERLAYING SAND BLANKET (REF ONLY) SHALL BE SLOPED UP TO MEET CONCRETE CURB AND FOUNDATIONS ON ALL SIDES AS SHOWN. BENTONITE APPLIED AT A RATE OF ONE POUND PER SO FT AND UNIFORMLY RAKED INTO SAND. FINISHED If If FLFV=41Q.0 1 .00' SHOULDER TOP COURSE] PLAN VIEW N � 00 Qa � °o 00 COMPACTED SUBBASE ELEVATION it 11-6 L -6 I I - 2" OF WELL GRADED SAND PER BOTTOM ELEV=408.6 PUGET SOUND ENERGY STD SPEC 1275.1370 TYPICAL AREA INSIDE SPCC CURB DETAIL (NO SCALE) 1-1 /2" CRUSHED TOP COURSE SURFACING PER CURRENT WSDOT STANDARD SECTION 9-03.9(3) AND COMPACTED TO MIN. 95% DRY DENSITY 18' WIDE 1.00' SHOULDER 3"ASPHALT w 3" FROM EDGE OF COVER TO INSIDE FACE OF GRATE INLET (TYP ALL AROUND() + 1 + I 0 4— 1 RAD (TYP) ON 2 , „ -�-+ I + �2 DIA GALV 80LT HANDLE WITH HEX NUTS (TYP) L_ 61/2, en ~ BAR 1 "x 3�g"x l0 -2" (TYP) (TYP 4 PLACES) a N � COVER DETAIL 6" BOTTOM VIEW YARD COURSE PERF SCH 80 PVC INLET PIPE BENTONITE SEAL - 2" SAND PER PSE STANDARD 1275.1370 - GRATE INLET TYPE 2 tWA STATE STD PLAN B-4c) AFL/CLARK OIL STOP VALVE OSV-6 PSE MID 9996016 STAINLESS STEEL ANCHOR FOR HOLD DOWN STRAP GRATE INLET TYPE 2 WITH 6" OIL STOP VALVE DETAIL (NO SCALE) p . v TYP CONIC FOUNDATION ° v • ° p �p o ^ INSIDE SPCC CURB AREA r^p ° (SEE FOUNDATION PLAN) ° ELEV=410.08 (TYPICAL) DV o FOGT I TE No. 2 METER c ° � o o BOX & STEEL TRAFFIC C > t D� ` LID w/INSP PLATE r D r D . BASECOURSE Q CONCRETE Z 6" HIGH THICKENED PAVING -� CL. B ASPHALT EDGE � o 2% SLOPE P� z Lo 4) �Qo �D a C� (� O �03 044a OaDg1 m COMPACTED SUBASE 9" AGGREGATE BASE COURSE PER PSE SPECIFICATION (1275.1310) AND COMPACTED TO MIN. 95% DRY DENSITY ASPHALT CONCRETE SURFACED DRIVEWAY DETAIL (NO SCALE) SURVEYED: SCALE DESIGNED: N/A PCT DRAWN: KWMC/PCT ONE INCH CHECKED: AT FULL 1F NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY PCT CAL- MID 191313 HORIZONTAL• NAD 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. \14F HAND WHEEL FINISHED GRADE ,oUO� 0112 Iw w V) VALVE SIZE DIMENSION "A" 4" 143/4„ 6„ 19„ 8" 221/2„ M & H VALVE CO, A.W.W.A. RESILIENT SEATED GATE VALVE w/MECH JOINT ENDS GATE VALVE ASSY DETAIL (NO SCALE) DAVID EVANS ANDASSOCIATES INC. 415 - 118th Avenue SE Tm Bellevue Washington 98005-3518 Phone: 425.519.6500 GRADING, FENCING AND DRAINAGE DETAILS PRESIDENT PARK SUBSTATION PUGET SOUND ENERGY DATE: 8/30/06 FIELDBOOK:BK. 1 PAGE DRAWING NO: D-1387 SHEET: OF: 3 3 8 7 G 5 4 3 2 1 E [a] B � � � SUBSTATION EQUIPMENT | \/L_�|/-'/\ | \ | | | |\ //-\| / \ . . . . �~' `^__/ ` ' 10' HIGH CHAIN LINK FENCE WITH VINYL SLATS -� F- \ . | | \ / | \J A—A`_��_'�-^ / /`.�/ v ELEVATION VIEW FROM SOUTH TO NORTH 8 | 7 | 6 | 5 | 4 CELL TOWER MONOPOLE OVERHEAD POWER LINES TOWARD UNION AVE NE 2006 Tm Bellevue Washington 98005-3518 Phone: 425.519.6500 REVISION DESCRIPTION: ENVIRONMENTAL COMMITTEE PRESIDENT REVIEW ELEVATION DETAIL PARK SUBSTATION 7CADD APPROVAL DATE (M/D/Y) PWET * ENERGY SUBSTATION DEPARTMENT DRAWING NO REV NO SHEET 2 OF 2 REVIEW SCALE: N.T.S. CLASS: SITE SCANNED FILE NO LOG OUT CADD NO: 7 6 1 5 A C N20 BLDG FND 3" BRASS DISC IN 4"X4" CONC MON 1*1 BLDG 14" N xw ASPH max B 3 N ASPH s-- z V) d- L 0 O O O O O z w 0 d a U i w w z cn U LEGEND 0 o b SIGN POST 0 j e BOLLARD (GUARD POST) 0 CONIFEROUS TREE 0 0 0 0 0 DECIDUOUS TREE O A z 0TELEPHONE a MANHOLE TRo a TELEPHONE RISER GV® GAS VALVE v UD STORM DRAIN MANHOLE 0 0 0 20 40 GRAPHIC SCALE ( IN FEET) 80 BLDG Apo x BLDG CONC ' FC 166' 8" FIR CLF � '�' / � `..`-------_._.______ _,._--_.-...._.�• `--� PROPERTY-U 410 --- / 412 6CLF W/ BARBED WIRE CL - rJ X i j THE S ANQ BRUSH !r x ~ O J i i o GRAVEL q OH x _ _- --- OH OH I OH tr I t I x _"" 01 x"J PRESIDENT PARK SUBSTATION I r �r r X x EXISTING SUBSTATION W EQUIPMENT NOT SHOWN � - co OH OH LAJ I 3 w r �X r X. m a m n x GRAVEL r r x � (0 X 12" FIR SURVEY NOTES I 1. BASIS OF BEARING WASHINGTON STATE PLANE COORDINATE I ASPH SYSTEM, NORTH ZONE, 1983 (1991 ADJUSTMENT). DW o a 2. VERTICAL DATUM NAVD-88+ ELEVATIONS FOR THIS PROJECT WERE DERIVED BY GPS OBSERVATIONS CONSTRAINED TO THE SDMH J' O' 3 0' PUGET REFERENCE SYSTEM NETWORK ON MARCH 5, 2005. RIM=399.2 IE=391.1 24" CMP N I II + 3. SBENCHMARKS ITE E=391.0 E=393.4 24" CMP E __ 6' CONC SE _ :: - z ' " -a.-- '' DEA CONTROL POINT NO. 1. A PK NAIL SET IN THE EXPANSION E=393.7 8" CONC:W 00 I JOINT OF WALK. C/L OF NE 4TH PL, ON WEST SIDE OF NE CB o o UNION AVE. RIM=398.9 ELEVATION = 402.07 FEET (NAVD-88 } E=395.5 " 1 CPP NW E=395.5 8 CONC NE DEA CONTROL POINT NO. 3, A HUB AND TACK SET EAST OF 2" CPP CULVERT. UNION AVE AT THE WEST EDGE OF SIDEWALK OPPOSITE E=396.0 o APARTMENTS AT 500 UNION AVE AND 2.0' S.E OF RIGHT LANE w w T MUST TURN RIGHT N. 3 i o ELEVATION = 399.52GFEET (NAVD-88) SITE BENCH MARK ASPH © T T a DEA #3 ELEV = 399.52 (NAVD-88) 4. METHODOLOGY FIELD MEASUREMENT FOR THIS SURVEY WERE I ©T5 PERFORMED USING A LEICA TCA 1103 TOTAL STATION IN u9 ©Q D so `. = N 181750.04 s CONFORMANCE WITH ACCEPTED SURVEY PROCEDURES AND IN c� E 1311416.69 CONFORMANCE WITH STATE OF WASHINGTON MINIMUM ACCEPTABLE �. RIP RAP so so LINEAR PRECISION RATIO OF 1:10,000 FOR CENTRAL BUSINESS. 3 OH COMMERCIAL AND INDUSTRIAL AREAS. Fc : o ASPH x a 5. INSTRUMENT CALIBRATION ALL MEASURING INSTRUMENTS W I` 'WV I UTILIZED DURING THE COURSE OF THIS SURVEY HAVE BEEN W j COMPARED WITH AND ADJUSTED TO A NATIONAL GEODETIC SURVEY x M o RIM=398.8 (N,G.S.) CALIBRATED BASELINE WITHIN THE LAST 12 MONTHS. o: W IE=396.2 6" CONIC NW OW k' 6. UTILITIES THE UNDERGROUND UTILITIES SHOWN HAVE BEEN 6 yycF 3 LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. NOTHE ESUCHAUTILITIES UNDERGROUNDTHE UTILITIESOSHOWNECOMPRISERALL MAP E ( 3 WM IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE THAT AQOUS ��"�� TR EX. INGRESS AND o SURVEYOR FURTHER DOES NOT WARRANT THE UNDERGROUND EGRESS EASE„ENT: UTILITIES ARE IN THE EXACT LOCATION INDICATED ALTHOUGH REC. N0. 98Q 101142 ASPH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS ''� POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS 22" MAPLE Dw NOT PHYSICALLY LOCATED ALL OF THE UNDERGROUND UTILITIES. I P : FH 7. PROPERTY BOUNDARY NOTE THIS IS NOT A BOUNDARY SURVEY. TREES AND BRUSH\ 1 o POWER PROPERTY LINES SHOWN HEREON ARE FOR GRAPHIC PURPOSES °ti ONLY. PROPERTY CORNERS WERE NOT SET IN CONJUNCTION WITH T T N FORMER THIS SURVEY. TR I 4TR s 8.CONTOUR INTERVAL 2 FOOT OHOH H OH ¢H 3 SSMH RIM=400.1 ® IE=395.1 6" PVC N F71IE=395.1 6" PVC NE �.zz IE=394.9 8" PVC S o cn 40 GV CELLTOWER 4 3 DW cR Ss I ASPH LAND DESCRIPTION EX. 5' SEWER LINE EASE ENT R C. 0. o ( PER STATUTORY WARRANTY DEED FILED UNDER AUDITORS FILE 9806101141 AND. UNDER OUND LEP ON N NO. 4466562- RECORDS OF KING COUNTY, WASHINGTON) LINE EASEMENT REC. NO: 20020 220 03 •0 --OH off off Ck THE NORTH 150 FEET OF THE FOLLOWING DESCRIBED TRACT: °H H: THE EAST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 N OF THE SOUTH EAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, DIRT C)I z 3 FDC RANGE 5 EAST W.M. . 0 LANDSCAPED �y A r r O - Lx x --- -- X X� Cl` F yy� BARBED WIRE 4 ASP FOU�1D REBAR I___ __ < j' AND'CAP ---------------------_._-�. x 100.02 _ N00'?0'07'W ---- S89'06'O6"E'A. ----------------------- 6' WDF x __ �_3:98 ^_ __ _ �__. -.._ _ _ ---- -- - x------------------------ �R - ------------------ x ---- x PROP€ - N 6' WDF 410 S89-01 40 E 00.23' APARTMENT ASPH EDGE OF GRAVEL OR DIRT INVERT (END OF CULVERT) x x x FENCE LINE (TYPE AS NOTED) B ELECTRICAL JUNCTION BOX TREE/VEGETATION LINE © ELECTRICAL VAULT PROPERTY LINE UTILITY POLE NATURAL GAS CELLULAR TOWER OVERHEAD UNIDENTIFIED UTILITY GUY ANCHOR STORM DRAIN ® CATCH BASIN UNDERGROUND TELEPHONE SANITARY SEWER MANHOLE WM DOMESTIC WATER ® WATER METER WV WATER VALVE SANITARY SEWER UNDERGROUND POWER 7 6 5 0 0 3 WV "EKI ®WV EXCEPT THE WEST 100 FEET OF THE SOUTH 510 FEET. ASPH WM AND EXCEPT COUNTY ROADS. " '• LESS ALL COAL AND MINERALS AND THE RIGHT TO EXPLORE FOR Z AND MINE THE SAME: SITUATE IN THE COUNTY OF KING, STATE T OF WASHINGTON. Q Z N EC 1 ( o V' ¢X ASPH DW i � r ttI �� 3 ¢z¢ ^f 3 Z o Q ca i 3 V w ' x Y Z Z � 0 N Z - 0 0.9 3 6" PVC N _ 3 1 12" CPP W v, w N ASPH o / SITE BENCH MARK DEA #1 SD VN ELEV = 402.07 (NAVD-88) E WV w w H N 181507.15 " _ I E 1311419.80 A o � j T 3 0 I t I rn i V) RIM=402.2 I 3 IE=394.2 8" PVC N GV o re IE=394.2 8" PVC NE t G Gv' IE=394.1 8" PVC S S ss i..x,.T FOR AGENCY REVIEW I 3 ,Q��og 1IASgl� S,� NOT FOR CONSTRUCTION _ o:� �A. L' DAVID EVANS GISTS4••4� ® ® ANDASSQCIATrccS INC. EC !r . 1b o� TM 415 -118th Avenue S f'�' 4pA r ' EXPIRES 04/02/ 8� Bellevue Washington 98005-3518 q% I., N 30 .30 ow o Phone: 425.519.6500APR 7QA� ' REVISION DESCRIPTIONS A ASPH ISSUED FOR PERMITTING BOUNDARY AND TOPOGRAPHIC SAP I IEC APPROVAL DATE cMiD/Y� PRESIDENT PARK SUBSTATION I z CADD KWMC/PCT 1 04 /15 /06 I o o PLGff SUBSTATION DRAWING NO REV NO CIVIL ENGR PCT 1 04 /15 /06 SOUND ENGINEERING D - 1 21969 off bH ENERGY DEPARTMENT 1 SHEET 1 OF 1 REVIEW FML (PSE)/JMST 04 /15 /06 SCALE: 1 "= 20' -0" CLASS: SITE SCANNED FILE NO LOG OUT / / CADD NO: ECTPPSEN00000054_ SHT 2. DWG 4 3 2 1 I 7 r- ti 4 3 1 I 1 1 E — CAm, rm RIM NE CROWN POINTE AP H PL NE-4TH PL CO ME CEASTWAY GAP CENTER MAPLEWOOD G OVA NE 5TH ST- N E 4TH ST. COMMERCIAL RESIDEN I ?L DEVELOPMENT . `OP,;iP:1ERCIAL DEVELOPMENT REVISION DESCRIPTION: VACANT COMMERCIAL. CARD CIVIL ENGR REVIEW LOG OUT OF�F�,OpME APR R�^l T01�l VNG clrlpz® DAVID EVANS C Q ANDASSOCIATES INC. 415 - 118th Avenue SE TM Q Bellevue Washington 98005-3518 Phone: 425.519.6500 NEIGHBORHOOD DETAIL MAP PRESIDENT PARK SUBSTATION APPROVAL DATE (M/D/Y) SOUND ENERGY ENG NEERIIONG DEPARTMENT DRAWING NO D -1 3873 REV NO O SHEET 1 OF 2 SCALE: N.T.S. CLASS: SITE SCANNED FILE NO CADD NO: —E up] I I 5 I 3 2 E — D — C-11o. B — A — :.a SUBSTATION EQUIPMENT TYPICAL) 10' HIGH FENCE SECTION ELEVATION VIEW FROM CHAIN WI TH LINK VINYL SLATS A -A SOUTH To NORTH T— I I I I I 1 ® 1 8 7 6 5 T 4 OVERHEAD TOWARD UNION LINES AVE NE SELL TOWER MONOPOLE 'M PR 2 4 2006 DAV I D EVAN �EceVE S ANDASSOCIATES mc. 415 - 118th Avenue SE Bellevue Washington 98005-3518 i Di®r Phone: 425.519.6500 REVISION DESCRIPTION: ENVIRONMENTAL COMMITTEE PRESIDENT REVIEW ELEVATION DETAIL PARK SUBSTATION APPROVAL DATE (M/D/Y) CADD SOOUUNTD ENERGY ENGINEERING DEPARTMENT DRAWING NO D -1 3873 REV NO 0 CIVIL ENGR SHEET 2 OF 2 REVIEW / / SCALE: N.T.S. CLASS: SITE SCANNED F ILE NO LOG OUT ICADD NO: 3 2 1 I 5 I 3 2 1 1 E C R co r.. 0 0 0 0 Z w r") a- LU LULU a r 0 0 0 0 0 0 Uj 0.. r r 0 0 r� 0 .A 0 U r J OH o RA \\ f t x f ; : 10' HIGH CHAIN LINK 0000c- ��oocV �o FENCE WITH SLATS OH OH GRAVEL AREA CONCRETE FOUNDATION OVERHEAD WIRE ASPHALT DRIVEWAY LANDSCAPE AREA POWER POLE REVISION DESCRIPTION: CADD CIVIL ENGR REVIEW LOG OUT APPROVAL OH OH OH Oy \ ON ON on DATE (M/D/Y) 11 a 2 oleVryoF wn AP R2y?0 06 DAVID EVANS C1 C ANDASSOCIATES INC. 415 - 118th Avenue SE TM Q Bellevue Washington 98005-3518 Phone: 425.519.6500 ENVIRONMENTAL REVIEW COMMITTEE SITE PLAN PRESIDENT PARK SUBSTATION PlUGtT SUBSTATION DRAWING NO REV NO SOUND ENGINEERING D— 1 3873 0 ENERGY DEPARTMENT SHEET 1 OF 2 _ SCALE: N.T.S. CLASS: SITE SCANNED FILE NO CADD NO: 1 7 I 1 5 I 1 3