Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Large Format
I I I I I I ,J, -'" I I I I I i I I ' I 11 SYM \ \ I , I I I I I I I I I I I I I I I I I 1111 I 1111 \ 1111 \ 1111 '"--~ -----1111 1111 ~ A22 (EXST) ---.._ 24' RCP SD OUTLET IEzS.50 . \------- \ \ \ I I I \ \ QUARRY SPALLS 12' THICK --,--I \ \ \ \ \ \ REVISION \ \ \ \ \ \ EXISTING WET POND ----I _/ ~~',~,. ~\ GRT EL=12.24 \~ IE 6" IN(N)=10.00 ~ IE 6' IN(S)=10.00 \\ \ IE 24' IN(E)=6.00 I I \\ \ IE 24' OUT(W)=B.00 \ \ \ \ \ \ BY \ \ \ \ I APPROVED ORIG BUILDING 25-20 PARKING LOT ADDITION L 13066 CEI OS I I I I I DATE I 12.13.13 I I I I I SYM ,-------------------~"° ___ '"" __ c::_ __ -__ ---r-;--_-_ -_ -_ ---~--\. ~-- -------- I I I I I / I / / / / / / 0 / /' / / A20 (EXST) SDMH L1D=14.47 IE IN(E)z6.89 IE IN(S)z9.75 IE OUT(W)=6.75 / / / I / / / I I I -;r-----\t ~ -~ / / / A19 (EXIST) SDMH TYPE 3-54' LID EL=15.80 IE IN. OUT(E, W)=7.83 IE IN(N)=B.8 LOT LINE (FROM CITY OF RENTON GIS MAP· TYPICAL) Ll:J"f 1~ JI ;\flGf!L rlflflfl1!:lrl1~rl BUILDING 75-70 -• I I~ -1~/,·r-- --T ' I I, 0 0 - I ,,j I I / I- I I / I ---. ~ I I "" I I I I 11 -11111 I -------11,i, I I I -1111 I 11 ~ ~ i/ --- I I I ~ "/ I !-----1 I I I I I 1 I I I I I I I I I I I I I r I I ( I ( I I, J 1 "---------------- I I I \ -' I I I BOEING I ElLDG 25-11D rr u = rn_o --~~-' -I :?: Cf) LI.I ~ I 0 w I C ..I e <( 0 0 Cf) -z < LI.I " , ~ 0 0 <( 0 " 0 I 0 w w I I e 41.0' AREA NOTES: TOTAL PROPERTY AREA = 9,225,472 SF (211.79 AC). LOT 13 AREA (SITE LOCATION) = 183,930 SF ( 4.22 AC). AREA OF WORK = ± 70,000 SF (1.61 AC). GRADING NOTE: 1 OD YEAR FLOOD ELEVATION = 16.00 PER FEMA MAP FILL WITHIN FLOODPLAIN = +590 CU. YD. COMPENSATORY STORAGE PROVIDED WITHIN FLOODPLAIN = ±630 CU. YD. CONSISTS OF STORAGE WITHIN PERMEABLE PAVEMENT BASE AND SWALE. FILL MATERIAL TO BE CLEAN WASHED AGGREGATE. ALL ASPHALT AND UNSUITABLE SOIL TO BE HAULED TO AN APPROVED FACILITY. 90°/o SUBMITTAL NOT FOR CONSTRUCTION ,, t' '· . ··-- @ DEC 2 3 2013 ,, ·.-"'> ·-1 50 1 QO 150' 5, ~o ..... ~2iiii5 iiiiiiiii~o 11111111111111111111~~~=~11111111111111111111""""""'l ·, SCALE IN FEET N 11,000 1 I er=-tt:t;:t::_;i;.J:~ JJJ l UJ-Jd JI H J.ldJJJ J 1H~)l 11J-llJJJ + bl I_LI I ± C-~ N90'00'00"E 290.98' .._COFFMAN ~NGINEERS 1601 Fiftll Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.07171 fax 208.624.3775 coffman.com LASTING craa!lslly [ results I refatloashlp, CURRENT REVISION SYMBOLO R I G DATE tr; ACCEPTABILITY ~~A~gSILKOV D~".l'.13.13 SUBTITLE GRADING PLAN b.,..,...-.:L1:.::3~0.::..66J' ---=--t--__ 1_2_.1_3_.1_3_Tl2 ~L~s~PE~6~~~~c~£l~1g~[GN~1/~1~~t~~~~VE~D ~~~:~-\~C[~~~~B~ER:B:RYr:_~1!2·~13~· 1}3 -reTITliLE ____ BBDiu1iOLD5iilNN<Gf2255--=:2~0:--pP/A\RRKKIINNGG LLDOTTAADiDDDflTfiilOJfNr-----1 SHEET 1 of 1 : APPROVED BY DEPT. DATE 0. FURR 12.13.13 :, CHECKED LON GAG RES PARK :Jo:B:No:. =~=L~13:o:ss======!c~oM:P ::No=. =====~~ § APPROVED r.c LONGACRES PARK, WA DWG NO. 25-YD-ECF PERMIT DATE REVISION BY APPROVED ~OEIND• l------l---t------fAAl'FPP'ITTROMVE~D--1---, CIVIL MASTER 1----.H----+------------ I '1 i I I :\ \ ~\ I I \ I I I I I I I I I I I I I I I I . ! /-----_··1:-.~- I I I I I I I I I I I // I ;/ I ( I ~---------····---- ·r ;1:1r:·r J.\ fl t\FltE:l. rlElElfl:71 rltJ;:Jf!rl EXISTING WET POND I I I I I I I I I I I I I I I I I I I /1 / I I I I I I I I I \ : A22 (EXST) i I \ \ ' I 24" RCP SD OUTLET IE=5.50 \-------- I I I I I I I I I EX24" RCP ,,/ I I I I I I I NEW 12" CULVERT / W/DEBRIS BARRIER IE 0 11.1 ~--.. -·-·-·-I \ 82 LF 12' PVC @2.8% . __ EX24"R~ __ / _ C . ' __ __ ~--.::::.···7 -=./cf'. _rE~X~24_" R_CP:_ -==::=i:= :=_;>"""f----"I'll \_--1 I 1,1.0· 111 \ I I \ I QUARRY SPALLS A20 (EXST) A19 (EXIST) --1 -I GRT EL=12.24 IE IN(E)=6.89 LID EL=15.80 ~ \ 12" THICK ·\~ CB TYPE 2-54" SDMH L1D=14.47 SDMH TYPE 3-54' I I \ ~ IE 6" IN(N)=1D.OD IE IN(S)=9.75 IE IN, OUT(E, W)=7.83 I[ I \ \\ ' IE 6" IN(S)=10.00 IE OUT(W)=6.75 IE IN(N)=8.8 ~J \\ IE 24" IN(E)=B.00 cc' \ \ \ II \ \ \ \\\IE 24" OUT(W)=B.00 ··--..___-..___ 11 \ \\ \ \ ~\ Lrfr !'.cl·----L!l"f 13 II \ \ "1!\~jf'!;ll. r1]'J;1 ~~'!)r 1·J·'!)w'~-~1111 \ / I \ \ r · ' ---''-"~" "" £ ·-P AlltEL O.ElElBY rJrJJ;gO 1111 BUILDING 25-20 ' /\ \ ,J,fl J\t:fl.Eltl ·-. 4.2 J\t,l.E!fi 11!1 " / \ I \ \ LOT LINE (FROM CITY OF II I " \ \ RENTON GIS MAP -TYPICAL) I I ' / \\ \ \ I I "noo, I -- ------ ./ •• . - 0 0 I I / / I .... -------- ) a-( I I • I i I I I I I I I ( \ I I J \ --.,---_I __ \- I I 11 I I -11,f,' ~..__ ......... , I I I -~ .. .)-~--If,,: . I I I ~ . I I I t ;s D 49. ' ,"- "/ I I I I I I I I r- I I s en w ~ w __J <( 0 en w ~ <( 0 41.0' I I I -l I I I I I I ' fl ~ 1 ~ z I I :.c ~ I ~I~ I I / ~11 I' I I I I " I ~ " c ~ z D u u z I ~ '" I C SITE MAP • · -····-BOEING -. LONGACRES ( ,.-""'-:;jj] PARK PROJECT AREA ======~11 BOEING BOEING PROPERTY LINE -- (TYPICAL) NB7'55'39"W 1781.W -----41 BOEING Jjs: ~ 1j;j SCALE: NONE @ 90% SUBMITTAL NOT FOR CONSTRUCTION @ i~1 ·~· ~-·--. ·,, ,·:-· ;~\ ; \ ' " ' . .,I DEC 2 3 ,C'J 50 25 0 SCALE IN FEET ----, \ 11jl 11 --------\ , \ \ 111 I ---"' '1 \\~ \\ ""~'c. N90'00'00'E 290.98' ---~':-~~~0 ••••••.~bldlllllldJJJ_ltJd_l_lJJ_t_l:;~>IJJ+J-JJJJJ_t ______ ~~-- ~ , I \ ","' ) "" ", 11 I~ ' .COFFMAN ~NGINEERS 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206,624.3775 coffman.com , ; 10 oc ~~-M~------~R=~1=s1o~N~~L-~--~T-~---~a=:~~AP=PR=ov=rn~~D~Af=E~~S~YM~_------~R~=s=10N~---~--~~~-~A=PP=Ro~VE~D~-M=rE-~---------------~~~-~~-r====~~~~Dm~J.wNr=~~DATFTE-~~SU~BT~ITL~E------~~l~~----------~c~u=RR=EN~r=m=,s=,o~N~~:;~:~:~:o~··:R"':•lty1':'G"s":'"':::tl:s=iolps~---~~ ORIG BUILDING 25-20 PARKING LOT ADDITION L13066 CEI OS ~~CD~:r:~~~~ ~HE~~{6LKOV 12 ·13 ·13 s1rE PLAN L13066 12.13.13 ::: 12· 13· 13 ~ tl-__::_S:_::PE:::::CIF~IC:_::AT:_:::IDN.:.._l:_:;..S .:_:AP.:_:PR_::::OV.;.::E:;_D -!DD<lG. SffliCcEiAR~BE_R~RY_1 1=2.~13~. 1 ~3 ·tmi:E----;;-,;;,;:;;,;;:~~;;;---;:;-;:;:;~;;-,;:;:;:-,;;:;;=;.,------,1-=s=HE=Er-----'-----+------+---I~ ao.El-8D® APPROVED BY DEPT. DATE rH:c?!f 12.13.13 TrfLE BUILDING 25-20 PARKING LOT ADDITION 1 of 1 ; APPROVED LQNGACRES PARK 1-cJo=a~No~. -------+=co=MP~N=o_----+-l"c· L13066 ,-,,,,.,--------~------+----<a: LONGACRES PARK, WA DWG NO. APPROVED CIVIL MASTER 25-YD-ECF PERMIT LOCATION MAP RES "' 16 K KENT ,.AUBURN MA I AUBURN I ISSAQUAH 'ii_ r SCALE: NONE ® BU LO NG 25 20 BOE NG COMMERC AL A RP LANES LONGACRES PARK RENTON, WASH NGTON 98057 SEATAC @) VICINITY MAP 00 >----r-PROJECT SITE 3: (/) w ~ S 212TH ST S 180TH ST SCALE: NONE ® I I SITE MAP ... "" ··--. -----"--· --,,----__ ,, _____ - · ;--;;:-LO~~~~~ES ( ra..;;;;;;;=i\tn PARK 3: '] i w PROJECT AREA .,' 0 (/) :SC:: c5 ;/:1==================::;::;-- \ ,L BOEING ·-----~-·-~---------===-------- -.-.. --~--··------ I ~==, BOEING / I I SW 27TH ST 25-10 \ ---<ct-- L __ _ --------H SCALE: NONE ® . I I i ' PROJECT SUMMARY DESCRIPTION OF WORK: PROJECT COST: CONTRACTOR: SITE ADDRESS: OWNER: OWNER CONTACT: PROVIDE 155-STALL ADDITION TO THE EXISTING PARKING LOT FOR BUILDING 25-20 $800,000 (ESTIMATE) ADDRESS AND TELEPHONE NUMBER (WHEN KNOWN) 1901 OAKESDALE AVE SW, RENTON, WA 98057 BOEING COMMERCIAL AIRPLANES SEATILE DISTRICT P.O. BOX 3707, M/C 1W-08 SEATILE, WA. 98124-2207 MARK CLEMENT 206-617-2944 MARK.D.CLEMENT@BOEING.COM KING COUNTY PARCEL NO: 088670-0130 (AFFECTED PARCEL) AFFECTED PARCEL AREA: 183,930 SF ( 4.22 ACRES) •LEGAL DESCRIPTION: LOT 13 OF BOEING LONGACRES PROPERTY, SECOND AMENDED BINDING SITE PLAN NO. LUA-02-022-BSP, RECORDED MAY 04, 2005 IN VOLUME 228 OF PLATS, PAGES 22 THROUGH 28 UNDER KING COUNTY RECORDING NO. 20050504000673, IN KING COUNTY, WASHINGTON. QUARTER SECTION: LOCAL JURISDICTION: PROPERTY TYPE: ZONING: PRESENT USE: PROPOSED USE: BUILDING CODE: STORM DRAIN CODE: CITY OF RENTON MUNICIPAL CODE: APN: 088670-0130-07 SE-24-23-4 CITY OF RENTON C (COMMERCIAL) co VACANT ( COMMERCIAL) PARKING (ASSOC) CODE SUMMARY 2012 INTERNATIONAL CODES: IBC, IRC, IMC, IFC, IECC, UPC 2009 KING COUNTY SURFACE WATER DESIGN MANUAL AS ADOPTED BY THE CITY OF RENTON TITLE IV -DEVELOPMENT REGULATIONS r .• ,. r-. : . '') , ' -.. , i" j -~ . Der·" 0 "~"l L..,fJ•)l·~•-- 90°/o SUBMITTAL M:OFFMAN ar-NGINEERS NOT FOR CONSTRUCTION 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717] fax 206.624.3775 cotfrnan.com L-.------------------,----,----,---.---,-----------------r--::--,---~--=-=--r------------------,-~.,..~~--r--------mDRARAWfwNr---,DOAATITE-~'c;SU;;;;BT;;;ITLCE--~~~~~~~~~~~~~~~~~~~C;,UR;RE;NT~R;;EV;;;IS;IO~N !..._;;,~~::;1::~o;··;R•tiv;''1';=G•;,ll,l;;:~;,:~b:i~· ____ --j; SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ~~CD~~J:~~~~ ~HE~~fbLKOV 12.13.13 COVER SHEET ~=---L1_3_D_66...1.-----+--1_2_.1_3._13_---i; ORIG BUILDING 25-20 PARKING LOT ADDITION L13066 CEI OS 12.13.13 ~ SPECIFICATION IS APPROVED D. SCARBERRY 12.13.13 SHEET , II II E' IN O ® ll--A....::PP'.'...'.R::'.'.ov'..'.'.rn'.'.:cs.::::Y:.:...:;:...:oE...'...PT:.:::. ::;.::::..DA-TE--fE5m;. :f!'iFuErrtRlfR ~~T1=2.~13~.1~3 -tTmi,uLE ____ 0B,;;UliirLD:;;;IN"'G::-;:;25"--;2;;:;0'PniArnR'iiiKl;;:,NG;:;,-L-;:;:OT=r-,;-A;:;;DD:;;:ITru10"N,-------G QA G 1 '. CHECKED c APPROVED LQNGACRES PARK f.cJo=s~No~. -------+-=co=MP~N=o.-----1' APPROVED CIVIL MASTER LONGACRES PARK WA DWG NO. ' 25-YD-GOA "' ,.,, t "'"' ABBREVIATIONS THROUGHOUT THE PLANS /,RE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST 01~ ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE TECHNICAL REPRESENTATIVE WILL DEFINE THE INTENT OF ANY ABBREVIATION IN QUESTION. & AND @ AT ± APPROXIMATELY ABAN ABANDON AC ASPHALT CONCRETE ADJ ADJUST (-ED,-MENT,-ABLE) AIR COMPRESSED AIR ANSI AMERICAN NATIONAL STANDARD INSTITUTE APPROX APPROXIMATE (-ED, -IVE) ASPH ASPHALT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS BIGD BELOW INLET GRATE DEVICE BLDG BUILDING BM BENCH MARK BMP BEST MANAGEMENT PRACTICE BOT BOTTOM CB CATCH BASIN CHR CHILLED RETURN CHS CHILLED SERVICE CL CENTERLINE CM CONSTRUCTION MANAGER/MANAGEMENT CMP CORRUGATED METAL PIPE COL COLUMN CONC CONCRETE COND CONDENSATE CONN CONNECTION CY CUBIC YARD CW CHILLED WATER DEMO DEMOLISH OR DEMOLITION DIA DIAMETER DIP DUCTILE IRON PIPE DOE DEPARTMENT OF ECOLOGY DRN DRAIN DW DOMESTIC WATER EA EACH EL, ELEV ELEVATION E EAST EX EXISTING FH Fl RE HYDRANT FIRE FIRE SUPPRESSION MAIN FF FINISH FLOOR FG FINISH GRADE GAS GAS GV GATE VALVE HORIZ HORIZONTAL ID INSIDE DIAMETER/DIMENSION IE INVERT ELEVATION INV INVERT LF LINEAR FEET MAX MAXIMUM MH MANHOLE MIN MINIMUM; MINUTE MON MONUMENT N NORTH/NEUTRAL N/ A NOT APPLICABLE NAO NORTH AMERICAN DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NOM NOMINAL NO. NUMBER OD OUTSIDE DIAMETER OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PREFAB PREFABRICATED PCC PORTLAND CEMENT CONCRETE GENERAL NOTES THE FOLLOWING APPLY UNLESS OTHERWISE INDICATED. 1. ALL WORK AND MATERIAL SHALL CONFORM TO BOEING STANDARDS AND SPECIFICATIONS, CITY OF RENTON STANDARDS, AND STANDARD SPECIFICATIONS OF WSDOT/APWA. WHERE MORE THAN ONE STANDARD IS REFERENCED ON THE DRAWINGS AND THERE IS A DISCREPANCY BETWEEN THE TWO THE MORE STRINGENT SHALL APPLY. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ACTUAL LOCATIONS & SIZES PRIOR TO CONSTRUCTION OF NEW IMPROVEMENTS. CONTRACTOR SHALL BE CAUTIOUS WHEN EXCAVATING NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED TO EXISTING UTILITIES. 3. CONTRACTOR TO LOCATE AND DETERMINE DEPTH OF EXISTING UTILITIES. NOTIFY BOEING AND THE ENGINEER OF ANY CONFLICTS BETWEEN EXITING FEATURES AND THE PLACEMENT OF NEW FACILITIES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL ON-SITE AND SHALL COORDINATE HIS ACTIVITIES WITH THE OWNER AND ENGINEER A MINIMUM OF TWO (2) WEEKS IN ADVANCE OF THE BEGINNING OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL SIGNS. SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES DURING CONSTRUCTION. SHUTDOWN OF OWNER OPERATION OR ACCESS WILL NOT BE PERMITTED. 5. THE CONTRACTOR SHALL MAINTAIN A CLEAN WORK AREA AT ALL TIMES BY SWEEPING. WASHING OF PAVEMENT WILL NOT BE ALLOWED WITHOUT PRIOR BOEING APPROVAL. 6. ALL DEMOLITION DEBRIS SHALL BE LEGALLY DISPOSED OF OFF-SITE. 7. FIELD VERIFY DIMENSIONS FOR WORK PRIOR TO START OF WORK. 8. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND IN CONFORMANCE WITH APPLICABLE CODES, REGULATIONS AND PERMIT REQUIREMENTS. 9. RECORD DRAWINGS: CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CLEAN SET OF DRAWINGS AT THE PROJECT OFFICE FOR RECORD INFORMATION. ALL REQUIRED INFORMATION SHALL BE RECORDED IN RED PENCIL DAILY IN A NEAT AND LEGIBLE MANNER. 10. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR CONSTRUCTION THAT BOEING HAS NOT OBTAINED. 11. PRIOR TO PLACING PAVEMENT, THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED UNDERGROUND UTILITIES AND APPURTENANCES ARE IN PLACE, INCLUDING, BUT NOT LIMITED TO: SANITARY SEWER, STORM DRAIN, GAS, ELECTRIC, TELEPHONE, COMMUNICATION SYSTEMS, CABLE TELEVISION, SITE LIGHTING AND IRRIGATION SLEEVES. 12. ALL DISTURBED PROPERTY AND VEGETATION SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER AS SPECIFIED. WORK SHALL BE CONFINED TO BOEING PROPERTY. 13. CONTRACTOR SHALL PROTE(T ALL SURVEY MONUMENTS AND BENCHMARKS. CONFIRM INDICATED 'VERTICAL AND HORIZONTAL CONTROL AND MONUMENTS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES. 14. THE CONTRACTOR SHALL MAINTAIN ALL SIGNS, BARRICADES, WARNING LIGHTS, AND OTHER DEVICES NECESSARY FOR SAFETY. 15. THE SPECIFICATION OF A NAME BRAND PRODUCT, OR EQUAL/EQUIVALENT, IS DONE TO ESTABLISH THE_ LEVEL OF QUALITY OF MATERIALS AND EQUIPMENT REQUIRED AND IS NOT A PRODUCT ENDORSEMENT. SUBMIT SUBSTITUTIONS IN WRITING IN ACCORDANCE WITH SPECIFICATIONS FOR APPROVAL. EROSION CONTROL NOTES PVC POLY VINYL CHLORIDE 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS -SITE IMPROVEMENTS, cii~T ci~~~~~T SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND RAD RADIUS TRANSPORTATION PLANS: REINF REINFORCED 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A S SOUTH, SLOPE PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, SD STORM DRAIN PUBLIC WORKS DESIGN ENGINEER. EROSION CONTROL NOTES CONT'D 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1 ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1 ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1 ), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL 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 OF RENTON FOR REVIEW. CONSTRUCTION SEQUENCE SDCO STORM DRAIN CLEAN OUT 1. ATTEND PRE-CONSTRUCTION MEETING. SDFM STORM DRAIN FORCE MAIN 3· THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE SDMH STORM DRAIN MANHOLE PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). SF, SQ FT SQUARE FOOT/FEET BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN 3. FLAG OR FENCE CLEARING LIMITS. SHT SHEET ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL 4_ INSTALL ESC BMPS PER PLAN. SPEC SPECIFICATIONS AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE. SS SANITARY SEWER/STAINLESS STEEL NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE 6. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE SSCO SANITARY SEWER CLEANOUT CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT STORMWATER NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 2. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 3. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 6. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 7. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 8. DATUM SHALL BE NAVO 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 9. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. . 10. OPEN CUTTING OF EXISTING ROADWAYS FOR NON-FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALlY:cAPPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THf CITY))[\ RENTON TRENCH RESTORATION STANDARDS. • , 11. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. · ··.' \ 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROBERlY PREPARED ~~~~gfJ6°Ns~~c~TgA~~g~Nfo\ w~61DTHA~Dcu~RR~6~~ ~~JfT~c;~~~1N¥~~N SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR .THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. 13. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 14. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 15. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. SSS SANITARY SIDE SEWER FOR THE DURATION OF CONSTRUCTION. DEVELOPMENT. SSTTAS SSTTAOTRIOMN SEWER 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE 7. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE STD STANDARD BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF STM STEAM PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH RECOMMENDATIONS. THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE SYM SYMMETRICAL SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED 8. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY TAN TANGENT AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC TEMP TEMPORARY OCCUR FOR THE DURATION OF THE PROJECT. ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TOP TOP OF PAVEMENT STANDARDS. TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD UGP UNDERGROUND POWER 9. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. VERT VERTICAL DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH VOL VOLUME STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 17. PROJECTS LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL vs vERsus 90o/o SUBMITTAL 1 o. STABILIZE ALL AREAS THAT REACH FINAL GRADE w1TH1N SEVEN DAYS. coMPLY w1TH SPECIAL REQUIREMENT #6 oF THE suRFAcE WATER DESIGN POLLUTION PREVENTION NOTES 1. EQUIPMENT LUBRICATION AND FUELING OPERATIONS SHALL OCCUR AT AN APPROVED OFF-SITE LOCATION. 2. PREVENT OILS AND FUELS FROM ENTERING THE STORM DRAINAGE SYSTEM WITH PROPER CONTAINMENT DEVICES. 3. ACCESS TO CONSTRUCTION IS VIA ADJACENT EXISTING PAVED STREETS. SWEEP DIRT FROM PAVING DAILY OR AS NEEDED. THE INTENT IS TO PREVENT DIRT AND DEBRIS FROM VEHICLES AND EQUIPMENT FROM BEING DEPOSITED ON BOEING-OWNED STREET AND CITY STREET PAVEMENT. 4. SPILL CLEANUP PROCEDURES SHALL BE POSTED ONSITE. IN CASE OF A SPILL THAT MAY ENTER GROUNDWATER, SURFACE WATER, OR STORM DRAIN SYSTEM, CONTACT BOEING EMERGENCY DISPATCH AT (206) 655-2222. SPILLS SHALL BE CLEANED UP IMMEDIATELY AND CONTAMINATED MATERIAL DISPOSED OF PROPERLY. 5. THE CONTRACTOR SHALL PREVENT ALL MATERIAL USED OR GENERATED ONSITE FROM ENTERING THE STORM DRAINAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE CONTAINMENT/SEPARATION ALL TIMES. ALL STORMWATER POLLUTION PREVENTION MEASURES SHALL BE COORDINATED WITH ENVIRONMENTAL ENGINEERING TO ENSURE COMPLIANCE WITH APPLICABLE STORMWATER PERMITS. CONTACT TESSA HIGGINS AT (360) 509-2124 A MINIMUM OF TWO (2) WEEKS PRIOR TO THE START OF CONSTRUCTION. GRADING AND EARTHWORK GENERAL NOTES 1. ALL PAVING MUST BE KEPT CLEAN AND FREE OF SEDIMENT. 2. PLASTIC COVERING MAY BE USED ON STOCKPILE AREAS TO MAINTAIN OPTIMUM MOISTURE CONTENT AND PREVENT SEDIMENT TRANSPORT. 3. GENERAL BACKFILL MATERIAL SHALL BE PER WSDOT 9-03.14( 1 ). BACKFILL MATERIAL SHALL BE PLACED IN 8 INCH LIFTS MAXIMUM AND COMPACTED TO 95% MAXIMUM DENSITY AS SPECIFIED IN SECTION 2-03.3( 14 )D, UNLESS OTHERWISE SPECIFIED. 4. ALL EXPOSED SUBGRADE SHALL BE PROOF ROLLED. ANY LOCALIZED ZONE OF YIELDING SUBGRADE SHALL BE OVEREXCAVATED AND REPLACED WITH SUITABLE STRUCTURAL FILL. COMPACTION TO 95% MAX. DENSITY UNLESS OTHERWISED DETERMINED BY THE ENGINEER OR SHOWN ON THE PLANS. 5. STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8-INCHES, MOISTURE CONDITIONED TO ACHIEVE OPTIMAL MOISTURE CONTENT FOR COMPACTION, AND COMPACTED TO MAX. DENSITY PER ASTM D-1557-70. 6. FILL MATERIAL: A BACKFILL: GRAVEL BORROW PER WSDOT SECTION 9-03.14( 1 ). B. CONTROLLED DENSITY FILL (CDF) MAY BE USED AS ALTERNATIVE BACKFILL MATERIAL AS APPROVED BY CONSTRUCTION MANAGER: WSDOT SECTION 2-09.3(1)E, CDF OR CLSM. C. PERMEABLE BALLAST (RESERVOIR BASE) PER WSDOT SECTION 9-9-03.9(2) AND FREE OF DELETERIOUS MATERIAL. CB PROTECTION NOTES 1. CATCH BASIN INLET PROTECTION SHALL BE INSTALLED ON ALL ADJACENT CATCH BASINS AND IMMEDIATELY UPON NEW CATCH BASIN INSTALLATION AND SHALL REMAIN UNTIL FINAL SITE STABILIZATION. 2. CATCH BASIN INLET PROTECTION SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, AND MAINTAINED TO OPERATE PROPERLY. 3. CATCH BASIN INLET PROTECTION SHALL BE REMOVED FOLLOWING COMPLETION OF CONSTRUCTION AND STABILIZATION OF ALL CLEARED AREAS. M:OFFMAN AIIIE""N G I N E E R S W, WTR WEST/WATER 11. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION NOT FOR CONSTRUCTION 12. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE 1601FlfthAven"e,Suite9001Sea1tle,WA98101 W/ WITH STABILIZED AND BMPS REMOVED IF APPROPRIATE. ::.:.::!::::,7 111 "•2"·"'4·'11' oc L~W~/~o ___ w~1~TH20~UT~---------,----,---~~==~=~=====~~=======~-=---r-====-r-=--r----------------,---:~~~.----r-~-=-=-=-=--=----,[liRAiiiN--,iiii'fE-Tsiimrn~-------------------Tr'iiriirniirociiisin~..;.;~·;'';"G~cc'"~"·"·;''";""";,'"";""":"'"'":__ ____ ~~ oATE sYM REV1s10N BY APPRovrn oArE y.,. scA ACCEPTABILITY ~~A~~siLKov o~T:f.13 _13 suar,,LE cuRRENT Rev1s10N SYMeoLO RIG DATE "' <;) of WAslf/'6'. THIS DESIGN AND/OR ""cH',,.Eca,.c,KE""'o~---'-'~'-'--'--1 CIVIL GENERAL NOTES L13066 12.13.13 , SPECIFICATION IS APPROVED moms. SITT<C'i'IARFBE""RR=Y-t-'-'12"-'.' 1=3.=13_~~---~~------------------lh,s""'HE""'ET ___ __,_ ___ -+--------1 z "'I;'.,.,,, ·.,.. • ~ ,11r--:::::=;:;::-;:::--r=:::.-::-::::-1•NGINErn r1TLE BUILDING 25-20 PARKING LOT ADDITION C2 "' 2; "' a . ·· ~ ';,:) APPROVED BY DEPT. DATE 0. FURR 12. 13. 13 c 0 . ,,. . ;:(:I CHECKED ~ ~~ ,s,~oo;:347§,~ /.4}'~1:1-----f-----+--+.A=pp=Ro=vE=.u--+-----l LQNGACRES PARK JOB NO. L13066 COMP NO. ;a:-: 0,;, 0fsTE\' {!I;/' 1-------+---f---t.-.s,=~---+-----l <!',s,8 IoNAL ...»0' APPROVED CIVIL MASTER LONGACRES PARK WA owe NO. ' SYM REVISION BY ORIG BUILDING 25-20 PARKING LOT ADDITION L 13066 CEI APPROVED OS 12.13.13 <ti--llDEIND 0 25-YD-C2 ------,,H-~ --r-- 1 I ( I / / / --! I r-------------- I I ; 1 ·rcrnr:-r 11 1 I / I p J.\FlCEl DBB67 D!J3!iD ; I i I I I I ~4A~M I 'l ! /II I I / ~ i / 1 I I I / I ; I / 1 : / / 1 / I I : / / 1 I I I i I / 1 r r I I \, \ \ I ,\ II I\\ '\ \ II \ I \ I I \ _______ ™B:\ \ I I \ \ \ \ \ \ \ \ \ I \ \ \ I \ \ / I \ \ I I \ /\ ' \ \ \: / \ I \ " / \ \\ \ \\ ---\\\\ \ --\ \ __. __. ~ I \~ \1 " I \\"·· ; SYM RE.v1SION BY APPROVED ORIG BUILDING 25-20 PARKING LOT ADDITION L13066 CEI DS DATE 12.13.13 EXCONTOURAJ1' / INTERVALS (TYPICAL) / __J --IS--- SYM I J ,,--,- REVISION BY APPROVED DATE ' BUILDING 25-20 --~ -I I I I I I _j ---T-,-. ~"'\ I I I I ~ -- ~ r i N I ------ I I I I I I ~ '°4 I / I ... I I I L I I I j ,,.I I I I I ·-···! I I f-- I I = = • I Tr T" ,:_ • --~-----··· -·-------= I I --I L1rr\2Y PA~Cat !JBB91DD220 4.2 t\C;Jffl ···- 0 0 . ··-~ I I I _J I I o? I I I /'°4 I I 'I I I • I I r -, I I I I ~ I I I I ->< 1 I I I I ti I I I r I $: I rn w ~ I " w I ~ ....I < <( " 0 rn ' ~ w > ~ D 0 <( 0 z 0 I g " I E I ·--;----i·t--t-r--1 . -~/ 1 / ---- I I I I I I I-)~ \ ·-\ ---1 ::..1.-F BOEINC ---_/ BLDG 25-10 . . 0 ~ 1 ~ ccc,.rn.rn .~ I ~ ---/ \ --. ~-1 \-V _,/ I \ •• '\ '\ '\ L __ EJQEING BLDG 25-..,!0 FF EL ~ 1 1~.0 ----------- 90o/o SUBMITTAL NOT FOR CONSTRUCTION @ 50 25 0 50 100 150 SCALE IN FEET •• •• ..._ I © J Id I I I I b_ld I I I I b Id I I I I b 1-1 I I Ll ± ~ I I I I ±-bl I Id I+ ~ ~ ..COFFMAN ~NGINEERS 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623,0717 I fax 206.624.3775 coffman.com LASTING craalivhi ! rasull'l [ mlatien,1,rv, <ti--llllEIND" t l~~~~~/~~~C~HEC~KE~D ~~~~-~~--~JIL[)j~~~~~~/\0[)~~---~SHEET THIS DESIGN AND OR D. SCARBERRY 12 13 13 TION 1 f 1 SPECIFICATION IS APPROVED ENGINEER . • TITLE BUILOING 25-20 PARKING LOT ADDI 0 APPROVED BY DEPT. DATE D. FURR 12.13.13 I ~~~~..:_..:___-fcOMPi~--II CHECKED LONGACRES PARK "°" NO. L13066 COMP NO. P ROVED D JE SUBTITLE ACCEPTABILITY M. BOSILKOV 12.13.1 3 TOPOGRAPHY MAP CURRENT RE.VISION SYMBOLO R I G DATE L13066 12.13.13 APPROVED CIVIL MASTER DWG NO. LONGACRES PARK, WA 25-YD-ECF PERMIT I a, ".l "' - "' .:::: "' N ' a, 0 e5 "' _, ui 0 m i -----.+;/-+--.---Ii----- 1 ! I 'ii I ~ I I ,r ); I I I I I I I I I I I I I I I I I I I ,; 1111 I I EXISTING WET POND U1 1 \ :::: I I '---____ II~-------- / _/ I I I I I I I I I I I 'U 1111 . --rl ,;--~.J:~~-~-~~---~-~-~-"-~~--------·· ~--------------:++! I +-I --_-_-___ -_----~-------- I I I , I I t ~\ I SYM .ISl'IIIJ.T ll'J\JL ----··-·-----------,-uccc-=--f¥1 ------~SU-~ I I I I I I I I I I I I I I I I I I I I I I I I // I ii I I I / ! ~ ---------------" " -.•.. " / I I I I I ·r;J;IG°f ;\ 1 1 flt\i:lCEL !lE!ElE70rJ:gfirl 1 -J ') ,•, ca "] c\el .ff,= r.!.JJ' t:u EXISTING WET POND I I I I I I I I I I I I I I I I I I I I I I A12 (EXST) 24" RCP SD OUTLET IE=5.50 ' ilc'IISION BY ORIG BUILDING 25-20 PARKING LOT ADDITION L13066 CEI OS 12.13.13 I -----------!-------.-----\ I I I I I I I / I I I / / / / / / i J / / EX54" SDMH / / / / / I I / / / ' ' EX 24' RCP (ABANDONED) I ,- / / (ABANDONED) J , I I; ,,-----,. -- I I\ wl b 9 c::, ) c::, Q \ c::, c::, z ' I \ 1 BUILDING 25·-20 0 _,--- 0 0 0 0 0 ' I I ' " N =1 l:f:1 I </)-BOEING" I r ·1, I I I ... -I I I ~ -I / ---I 1 ~-~~~~-:~~::-~_-/~f-/~-~~,1-'.il--/ I [ I - I I I I I I_ f" I I, I I I I I I L. I I ~ f-· I I APPROVED APPROVE I I -~ °( I ----1 I I I (I I I I I -:~-1---N L , CIVIL MASTER I k " ,_ 0 49. ' I s: Cl) w > <( w _J <( 0 Cl) w ~ <( 0 41.0' I I I I I I -L I I I I e ;;: " " , > z ;f > 0 0 0 z w 0 " '" " e I I I I I I I I I r 0 \ ---· -(f"' PARKING LOT NOTES: i BOEING ff.DC 25-10 FF EL "' 19.00 TOTAL NEW PAVEMENT AREA = 52,730 SF (1.21 AC) TOTAL NEW PARKING STALLS = 155 STALLS STANDARD 9'x20' (OR 9'x18' PLUS 2' OVERHANG) = 110 STALLS (71%) COMPACT 8.5'x16' (8.5'x14' PLUS 2' OVERHANG) = 43 STALLS (28%) ADA STALLS 9'x20' = 2 STALLS (1%) GRADING NOTE: 100 YEAR FLOOD ELEVATION = 16.00 PER FEMA MAP FILL WITHIN FLOODPLAIN = ±590 CU. YD. COMPENSATORY STORAGE._ PBOVIDED Wlllilt:LFI OODPI All:J.. =--_ ±630 CU. YD. CONSISTS OF STORAGE WITHIN PERMEABLE PAVEMENT BASE AND SWALE 90o/o SUBMITTAL NOT FOR CONSTRUCTION @ 50 25 0 50 SCALE IN FEET 25-YD-ECF PERMIT L. I I I I I 1/ I 11/ I 11 ! ! J" -,,, I I I J I ,y I , I/ r_ -,, l ,' I I I I I I I \ I I I I I I I I I I I I I I ' I I I ---- 1111 111 ! Ii I I 1111 111 I 111 I ~ EXISTING WET POND -- / ~ I I I I I I I I I I I I I I I I I I I / I I I / I / / / / / / / / ~/ -----.----1 J I / / / I I / / / I I 1 0 0 GUILDING 25-20 0 0 = ISPIALlt.l'JI\THWlCEI.CCESS lCW -------l+tt--------~14' F,------- I ii ti\ \ I I ~\ ,\SPl·ALT Tfi,~L \ \ I I I I I I . ·-------·----~--. ·cc-=---rrr. > • ' > . I / / ---___ _J ___ ~ / ----....'- ( ! ~--------------------/ I II I 'fflt\Cf ,I I I I 1 PAEIGE!i rll'JElE1rl03flrl 1 I 1A ;\C:,lE~ I I I I I I I I I I I I I I I I • I/ 1 / ff / I/ y I I ;I I ~ I = '" ' I) \ ' ------------' ~ . \_=:: \ \ INTERCEPTOR SWALE T0;-1-f/i~f-__-~lill PROVIDE COMPENSATORY VOLUME I I I I I EX24" RCP wl \ ;: I I I I I I I I I I I I I I \ EXISTING WET POND A22 (EXST) -"" 24" RCP SD OUTLET IE=S.50 \------- \ \ I I I I I ; J EX54" SDMH (ABANDONED) I b I 9 0 ~-~ 0 " . 0 0 z i , I I 1, I I , I l (ABANDONED) I I; -\ I \ /. I I I C NEW 12" CULVERT I W/DEBRIS BARRIER I IE=11.1 / \ I I I I I I I 82 LF 12" PVC ~n \ @2.8% I EX 24" RC EX 24" RCP ,....---+--'-------=-=~:;;;;.,:. II I --''---131.0' 111 I "' r \ ~ ,,,....__ 1i' \ \~ / A20 (EXST) A19 (EXIST) I QUARRY SPALLS \\ AZ 1 (EXST) / SDMH LID=14.47 SDMH TYPE 3-54" .11 ' 12"THICK \ CBTYPE2-54" l 1580 J \ GRT EL=12.24 IE IN(E)=6.89 LID EL= . 11 I --1 -\ IE 6" IN(N)=10.00 IE IN(S)=9.75 IE IN, OUT(E, W)=7.83 ~I \ \ IE 6" IN(S)=10.00 IE OUT(W)=6.75 IE IN(N)=8.8 ~ \ \ \ \ IE 24" IN(E)=6.DD 1 1 \ \ \\IE 24" OUT(W)=6.0D -.-.__ II I I I i I I ·1 f • I -------=- I I I I I_ I I I I I· ~---·I ' ----- I I -~ - I I --ltffl!frlt--I ___,lit i'hlt---~- I I " ?---,-t· ' I' -1 C I N ,- I \ \ \ \ \ ~~ u:rr 1~-----u:rr 1:J ~111 \ ., PJ\flCEL 00Bfl:?'!:l012r(~--PJ\Flt:.E!L tlElEll:l:;:l[)!)J:JO 1111 \;,, / I \ \\ ,,. ::t ,\Cflfl~ -...__, .___ I •I.:! ;\C,l!:itl 111 1 1 1 1111 1 / \ ' ~ • ---. ---. LOT LINE (FROM CITY OF \l / \ 1 \ \ \\ } ~ I RENTONGISMAP-TYPICAL) :111,1 • ""'"" :I \ 0 ' - I I I ~ 1 I I I " I I I 0 I I .. --I / I 0 trr{Efj~'"~~~jf!! I . _ Jr-~ ' ___ f I I "'1 I I I I~ \ I I \ ___ _J __ 1-·rT ~--------~--- I I I I , I _, , I 11 I I ~111t)I I I I i/ »---,,, I I I I w ....I <( 0 (/) w ::,.:: <( 0 I I C I ~ < 0. ~ > 0 0 0 z I @ I ~ I I I I I I f i' Ii' f i j, /( I I __ , 0 ---- ElOElNG BU.:G 2S-10 JT EL~ 1g.oo I I -----fllJEING I - ~ - ---I ---I ------ --.. __ PARKING LOT NOTES: TOTAL NEW PAVEMENT AREA = 52,730 SF (1.21 AC) TOTAL NEW PARKING STALLS = 155 STALLS STANDARD 9'x20' (OR 9'x18' PLUS 2' OVERHANG) = 110 STALLS (71 %) COMPACT 8.5'x16' (8.5'x14' PLUS 2' OVERHANG) = 43 STALLS (28%) ADA STALLS 9'x20' = 2 STALLS (1%) GRADING NOTE: 100 YEAR FLOOD ELEVATION = 16.00 PER FEMA MAP FILL WITHIN FLOODPLAIN = ±590 CU. YD. sux; zs-j c fF EL "' 9.0 COMPENSATORY STORAGE_ PROVIDED Wlllilfi_FLOODPI Alll.. ';c.. - ±630 cu-:-YD. CONSISTS OF STORAGE WITHIN PERMEABLE PAVEMENT BASE AND SWALE 90o/o SUBMITTAL NOT FOR CONSTRUCTION @ 50 25 0 50 100 150 SCALE IN FEET .COFFMAN ~NGINEERS ----/"' / \\ 1 1", \\ \\\ "'"' \~ I ---Jf-____ bldllllJ::ldJJJ11Jd_lJJJ_tJ::l.; .. ~ 1 JJJJ-_kJJ._I_I IJ_J_~-- -----, \ ---.-----'::: N90'00'00"E 290.98' 11 -.,. ----,ID/ ph20,.02,.011111ax20,.,, •. ,,,, _ -' I '"' , ,, ,, 11 :::;:;-::...,,_,__ 1 l_-.-______ _:'~:--.~~1 L~\1"~--~--~-:::--2--r~!..1~)-;;;;;;;;;;~r-;~~"~;--r------~;;----_i--~~~Timc;;-=r~~T--------~·~l--_:__ __ T~~;;~~:l=;~~~~~L;DR~AWtN;~~tDA~TE~~ssuuiismTITlELE---~;~~~~~;Zi~;-----l:cu:RR:EN:T:REV~Ll!Sl~~N0;6~6 :SY:MB:OL~O~RB}I G~D:ATE=;;~=~::: -/ APPROVED DATE ACCEPTABILITY CMH.EBCOKESDILKOV 12.13.13 DRAINAGE CONTROL PLAN I ==----.l.----+---1_2_.1_3._13_-Hf BY APPROVED DATE SYM REVISION BY THIS DESIGN AND/OR 'sHEET - sYM REV1s10N t. ~~sP~Ec~1F~1cA~T1o~N_.!:IS~A~PP~Ro~v~rn~i!o~. ;sc~ARrB""ER""RYi__~12~· 1~3-~13~frmT ___ EOODINC~~:ar'ARl<JNC;l(JTI\OOTIOl'1 ____ 1 f 1 g; "'" '"m'° ,,_,,"'"'°LITT'"°"'°' umsc "' " mw <ti---.llDEIND" <I '""=" m ocn. "' :~!, w.w ~, BUIL~;~~=~;;N; ;~;;ON ~Jo:s:N:o·==1~=L~~=0=66=======:c:aM:P=N=o·=======;~ 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 DWG NO. LONGACRES PARK, WA APPRO ED CIVIL MASTER 25-YD-ECF PERMIT I I ,., __ -..... --', . ., .. " ..... J 25 ............. . 20 15 ··~·-·· : : : . ' : : : 10 5 sj-r--,. N ": n . ~ -s,i . :t r--- . 0 . co <.D • ~ ID~ ·~t{)· +'""--: +~ o .: o· . ~-co ~LO N. N'D '1--~ ~ rr:i .. > .. ................... : ............ ;'.;: w ....... , ... c:;. . . . . . '. . . I--_J -<(. _J . . . . . : . , rt w 1---w ·····:···:·····-;·G'.i·············•···· . f-:-_J .:. . .. n i-. -. . ... ·: ·::·~ n 6:•:: :: .................... ·r1NiSi·fGRAot············· +~VJ· N·,;····· • VI • VJ. :~· 0.5% ............ ~ •..••.....•. : .. 1,4Js~·········· ··~. : ""''':' -. :--~ ....... --- . (;f)w -. : - EX.GRADE. ti% ............................. : -.-. -.. -. > 3: ··--wo· -<( __:___j :.......J .. ~w .. (JJ • . . . . . . . .. ....... , .......... · 1'.D% <--.... .. . . ,_ -·-·· ~-. .- ········································································································ ····················································································································· . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . "' N co sj-"' 0 co 0, sj-0 N 0, 0 -tj-r--,. 0, CD ,n n 0 N n <.O r--,. 0 "' "' "' ,n N 0, N 0 0, 0 r--,. 0 CD 0 "' 0 CD -CD ": r;,c ro sj-"' "' N N co -sj-0, "' -co 0 N sj-CD -.,: co n <D n co ,,-j ,n n "° n -.,: n -.,: n -tj-n n n -.,: n sj-n -.,: ,n ------------------ CD CD n - -tj- r--,. CD -.,: - o+oo 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 SECTION SCALE: 1" = 20' HORIZ, 1" = 5' VERT -,n 0, r--,. . ro n . -sj-- 3+40 . "01 .... ·'¢CO· • <J) st: . . co .LO. +"""'."". 30 . .................. ······································· ..................•... :.:I°>······ 20 ·-···W . .<l'. ___.J . t;w . ..... 1:0~······ ='-"=· ;..c=·~-'=='----'-· _· ----~~~ .. ~ •. ~ .............. . 15 3+60 o, N "' co . N sj-• -~ 3+80 ........ ........ . . . . . . . . . ........ 4+00 -r--,. 0 co . <D ,n . -,n - 4+20 ····································································· 10 4+40 0, 0 sj-,n . 0, "' . -~ 4+60 <X) 0 co r--,. • sj-,n . -,n 4+80 0 0 CD 5 5+00 1 . 2. GENERAL NOTES EXISTING UTILITY AND OTHER SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS HAS BEEN COMPILED FROM THE BEST INFORMATION AVAILABLE. THIS INFORMATION, HOWEVER, IS NOT GUARANTEED TO BE ACCURATE OR COMPLETE. THE CONTRACTOR SHALL LOCATE (TO INCLUDE ELEVATION) ALL EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING THE EXCAVATION AND INSTALLATION OF THE DUCT BANK AND THE UNDERGROUND VAULTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING OF ALL EXCAVATIONS. 30 30 25 ................................ .. 20 ..,.__ . 15 10 · .... · 5 0 N co 0, co ,n o+oo 0+20 N n "' :c.o ..-. ID CO c.o O : 0 -q- V) -r--: n~ :~r-0 :-tj-Lf) LD N : ~-N :+ ..-+ ,-: + ---- 0 > 0> G> ···WAI...Lj:, .. uJ :<( _j -.... __, --,_ ~w·~·_J· .,---w (n . . r-w :(,/) : U) 00 -tj- "' 0, -.,: N -- 0+40 0+60 EX GRADE n ,n 0 ,n "' ,n r--,. r--,. r--,. N r--,. ,n 00 --.,: c-i n c-i n ,,-j ------ 0+80 1+00 1+20 SECTION SCALE: 1" = 20' HORIZ, 1" = 5' VERT ,n ,n 0 r--- sj-,,-j n -- 1+40 FiNISH GRADE= . CD CD co CD r---0 0 0, sj-r--,. co r--,. CD 0, "' ": r--,. 0 cq n n n -.,: -.,: sj-"° r--,. ----- 1+60 1+80 2+00 2+20 2+40 \ 25 20 .. · ... ... ... 15 .. .......... .... 10 5 0 n "' 2+60 20 10 0 20 40 60 SCALE IN FEET 90o/o SUBMITTAL NOT FOR CONSTRUCTION ~R~FNt.!i~Ni 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 1 ph 2011,623.07171 faK 206.624,3775 caffman.com 1 LASTING orealMt)' I reot<llo I relo!lonohlp, 1 1 ~ <C I-S-YM----------REV-1-s10-N----------,,---B-Y--,--AP-PR_o_VE-D-,---DA-TE--,--SY-M-,----------REVI-s-10-N----------r--B-Y-,-Af'-PR-0VE-D-,--DA-TE-,--------------------r--::-.:,...,....-:::--r---A-C-C-E-P-TA-B-I-L-ITY---rn~mRAwi~'N~S-IL-K-O-V--r,o'iAA'i'i'TE--,;,su~BTI=TL-;,-E-------------------------,.,c"'uR""R;;,EN"'T""R"'EV""1s""1o""N,---racsyocM;;;cso;;;L--:O:-:-R-I G-,-,o"'Ar""E--------,-l THIS DESIGN AND/OR 12 ·13 ·13 CIVIL SECTIONS AND DETAILS L13066 12.13.13 ::: ORIG BUILDING 25-20 PARKING LOT ADDITION L13066 CEI OS 12.13.13 <t1--11DEIND 0 •.~-~S~PE~C~IFl~CA~Tl~ON::.._::;IS~A~P~PR~O~VE~D---tENGi!Jffi~--i-1~2~.1_3.~13~~niT,,_----,;,iii,:;,;;,~;;z--;;;;---,c;,;c;"7,;:~,----,;,:--:"";,n:;;;:,--------Js~HE~CT-,----~-----t--------+-1~ ·"' APPRovrn BY DEPT. DATE 12 .13 .13 TITLE BUILDING 25-20 PARKING LOT ADDITION C57Q ce· CHECKED LQNGACRESPARK ~Jo~s-No.~~L1-30-66~~~-co=MP~N~o.~~-----+~i APPROVED 1-=c----------~--------------f---< LONGACRES PARK, WA DWG NO. APPROVED CIVIL MASTER 25-YD-C570 .I SYM I I L_ IT\ '-LI. 0--- 0-•. Ci)- @) 0- 0 PLANTING SCHEDULE: SHRUBS COMMON NAME SCIENTIFIC NAME RED-TWIG DOGWOOD Corn us sericea YELLOW-TWIG DOGWOOD Cornus sericea 'Flaviramea' SALAL Galtheria shallon BOXWOOD HONEYSUCKLE Lonicera pileata COMPACT OREGON GRAPE Mahania aquifolium 'Compacta' TALL OREGON GRAPE Mahonia aquifolium MOCK ORANGE Philadelphus lewisii REVISION BY APPROVED ORIG BUILDING 25-20 PARKING LOT ADDITION L13066 R.F. M.H. \ \ / / ---- QUANTITY' SIZE SPACING NOTES 48 48" HT. 6'0C - 58 42" HT. 5'0C - 88 #1-12"SP. 2.5'0.C. - 87 24" HT. X 24" SP. 5'0C - 28 30" HT. 3'0.C. -- 98 36" HT. 4'0C -- 21 48"HT. 8' o.c. -- DATE SYM REVISION 12.20.13 \ i I \ J in 0 ct <t> co 14' TYP. Ill\ 0 0 0 0 0 450 18" SPACING Ill\ 125 18" SPACING 0 0 0 0 0 0 0 I I I mm,mk,::JIJ I I I 1--r0;1 0 -~---= ~ .-.-...... . 0 BUILDING ----·---··--··--- I LEGEND: 0 EXISTING DECIDUOUS TREE * EXISTING CONIFEROUS TREE Q EXISTING BUSH 25 20 I ol 11 1°1 11 I ' I 'QI GENERAL NOTES: 1. ALL PLANTED AREAS SHALL RECEIVE SUB-GRADE AND PLANTING SOIL PREPARATION PER TYPICAL SOIL PROFILE DETAIL 5/LP503 AND SPECIFICATION SECTION 32 9113 SHEET LP2. 2. MULCH PLANTING BEDS AND TREE PITS PER DETAILS ON SHEET LP503 AND SPECIFICATION SECTION 32 9300 SHEET LP2. [I>WHERE GRAVEL DOES NOT OCCUR, MULCH EXTENDS TO BACK OF CURB IN 2' WIDE BETWEEN CURB AND SHRUBS/TREES CONSTRUCTION NOTES: p ALIGN TREES WITHIN CENTER OF PARKING STRIP p PROTECT EXISTING TREES AND LAWN GRASS OUTSIDE OF LIMIT I OF WORK. IF DAMAGE OCCURS TO EXISTING GRASS, EXTEND I NEW SOD BEYOND LIMIT OF WORK TO EDGE OF IMPACT AS DETERMINED BY OWNER'S REPRESENTATIVE. I -I p TRIANGULAR SPACING OF SHRUBS AND GROUNDCOVER, TYPICAL. ABBREVIATIONS: CAL. CALIPER CL CENTERLINE EQ. EQUAL HT. HEIGHT O.C. ON CENTER SP. SPREAD TYP. TYPICAL I . I I I -~II> ii I L._J I TREES COMMON NAME SCIENTIFIC NAME QUANTITY' SIZE SPACING NOTES + SCARLET SENTINEL MAPLE ACER RUBRUM 'SENTINEL' 33 2" CAL. AS SHOWN MATCHED --. ,d ---------------------. ----~--·--· -GROUNDCOVER ·---- COMMON NAME SCIENTIFIC NAME SIZE TRIANGULAR NOTES SPACING ----··------------;( .... :}-+++•++ WILD STRAWBERRY Fragaria chiloensis 1 gal. 18" O.C. ::::!::::::: ,.,c··-,, -.... r·-----------·····--------- [2< H SOD See Specifications on Sheet LP2 . -. , -· ·, __ --···-----//c 0-'- 'NOTE: QUANTITIES SHOWN ARE FOR BOTH SHEETS LP28 AND LP33 BY APPROVED DATE fi--1111EINO" STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MICHAEL HAMM CERTIFICATE NO. LA-11286 THE PORTICO GROUP 1500 4th Avenue, 3rd Floor Seattle, Washington 98101~1670 USA www.portioogroup.com T:206.621.2196 F,206.621.2199 ___ ,---=~ 90% SUBMITTAL NOT FOR CONSTRUCTION N 20' 1 O' 0 20' 40' ~ .J ----iii!i111111111111111111111111111111111~i 6 ~ ~ 384--2~1 ~' 11 --l----l-----l-ll--1--1 . - 6 1 - 31 i6 71 42 47 5~ -- c~ 48 4'. 50 53 5 --------- 58 5' 55 60 62 63 5, 65 --+--+--11-+---- 67 68 6' 70 72 73 7 75 KEY PLAN SCALE: NONE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOLO R I ACCEPTABILITY R.F. 12.20.13 LANDSCAPE PLANTING PLAN L13066 THIS DESIGN AND/OR CHECKED GRID 1-...::S::..:PE:.::,:CIF:..:.:IC::..::Al.:.:::ION::....:.:;.IS ..:..:AP..:..:PR:.:::O.;::VE:...D -/EiJ.NGM.mrr~-,-1_2.2_0_. 1_3 -1mic"----;:;;-;;;-;:;;;-;-;;---;;-~~~~2~8;;-;-~-;-;:::;=:cc;-------jsHECT 12.20.13 APPROVED BY DEPT. DATE ~-~'.NEER 12.20.13 TITLE BUILDING 25-20 PARKING LOT ADDITION CHECKED APPROV 0 LONGACRES PARK JOB NO. APPROVED LANDSCAPE MASTER LONGACRES PARK, WA DWG NO. LP28 LS2 COMP NO. L 13066 25-YD-LP28 ,-- I I N 71,400 N 71,200 0 0 N t'") L[) w + + 0 0 N t'") L[) w L_ PLANTING SCHEDULE: SHRUBS I I / .// I I I ( \ \ \ \\ '., "' '· ' '· ' COMMON NAME SCIENTIFIC NAME QUANTITY' IT\ RED-TWIG DOGWOOD Camus sericea . 48 "-l/ 0-YELLOW-TWIG DOGWOOD Camus sericea 'Flaviramea' 58 0 SALAL Galtheria shallon 88 " BOXWOOD HONEYSUCKLE Lonicera pileata 87 '-.J -COMPACT OREGON GRAPE Mahania aquifolium 'Compacta' 28 W' @ TALL OREGON GRAPE Mahonia aquifolium 98 0-MOCK ORANGE Philadelphus lewisii 21 SYM REVISION BY APPROVED DATE SYM ORIG BUILDING 25-20 PARKING LOT ADDITION L 13066 R.F. M.H. 12.20.13 I ( I I I i \ SIZE 48" HT. 42" HT. #1 -12" SP. 24" HT. X 24" SP. 30" HT. 36" HT. 48"HT. -----------------------------.~ -~-- I l \ \ ' \ I I I I I J I ______ J SPACING NOTES 6' oc -- 5'0C -- 2.5'0.C. -- 5'0C -- 3'0.C. -- 4'0C - 8' O.C. - REVISION -,...~- I + I I I + I + I + ~J>l<l~(..1-,( I I I + I + \:l'cV-¢-l>k I + ~j>i-<R;./G I I I I + I + ' I + ~-J>I<&' I I ) I + I + I + I.Ill l>K'l : Jl,)"(bo-) TREES -COMMON NAME /7 "" 0 0 "' t'") L[) w + SCARLET SENTINEL MAPLE ~ I GROUNDCOVER I COMMON NAME ~ ..... :} + + + + + + WILD STRAWBERRY ................... ....................... ·-----~-------· ... ----... -·--------r~-. -] . . .·, ... I >r SOD 300 18" SPACING -·· co <t--- illiL -• ; " ' ..• -\,.~-::, L; o·-·--, .. ·._. <: ~-=c--~ --·-·· ""'"""= / ... ·., .. · I '' . : ·'· ....... , .. , .. , .. . <1 .······ .. 1 I . ·1 •.· ., . I .. · , .... ··I· . ·,·· .. .... I ::·:·:. . ~ -r ··., ~zzzzza .... IS:S;';°S~S] 11 11 H II II ltzLZZt!221 .····•··. ; I ---r::16· ·. > :1 31018" SPACING 0 0 0 0 0 0 0 0 0 0 0 0 0-· I II ,I 11 ocl ·1 I .. I ····•.1 O ,r, .I I I ·~ ... ; I -350 18" SPACING 14' TYP. 112 18" SPACING · + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ____ / _________ ~~ I I I I I + + + + + .. + + + + + + + + + + + + + + + + + + + + + + ¥+ + + + + + + + + + + + + t + + + .. + + +++ + + + + + + + + ~ ---~ f ~ ----~-----=--~ ------- 0 0 (!) t'") L[) w 0 0 0 0 I. I 11 11 110 ,1 1: Ii Ii ··o Ii . L 11~-=i1 ::J-o .. r 10 li if 11 'I I: I 110 11 11 11 ,I ii 110 i1 • 'I II I I '1 11 110 i 1r---::-==· 1p-o-{ I, i1 11 I' 110 r·· _J \ -ts-a· "' 0 "'-z, (D I \~·-"' .... j w SCIENTIFIC NAME QUANTITY' SIZE ACER RUBRUM 'SENTINEL' 33 2" CAL. SPACING AS SHOWN NOTES MATCHED THE PORTICO GROUP SCIENTIFIC NAME SIZE Fragaria chiloensis 1 gal. See Specifications on Sheet LP2 -·-····-·-- ---·--- TRIAN GULAR GING SPA 18" O.C. ··~--.-- NOTES 'NOTE: QUANTITIES SHOWN ARE FOR BOTH SHEETS LP28 AND LP33 1500 41h Avenue, 3rd Floor Seattle, Washington 98101-1670 USA www.portioogroup.com T:206.621.2196 f:206.621.2199 9Y APPROVED DATE ~BEING" STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MICHAEL HAMM CERTIFICATE NO. LA-11286 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN R.F. CHECKED J.M. I ER M.H. CHECKED APPROVED APPROVED DATE 12.20.13 12.20.13 12.20.13 (~n lo I I I I lo· . I I 10 i 11 lo f~~I , IN 71,400 110 I I I I I 101 LEGEND: 0 EXISTING DECIDUOUS TREE * EXISTING CONIFEROUS TREE Q EXISTING BUSH GENERAL NOTES: 1. ALL PLANTED AREAS SHALL RECEIVE SUB-GRADE AND PLANTING SOIL PREPARATION PER TYPICAL SOIL PROFILE DETAIL 5/LP503 AND SPECIFICATION SECTION 32 9113 SHEET LP2. 2. MULCH PLANTING BEDS AND TREE PITS PER DETAILS ON SHEET LP503 AND SPECIFICATION SECTION 32 9300 SHEET LP2. [[>WHERE GRAVEL DOES NOT OCCUR, MULCH EXTENDS TO BACK OF CURB IN 2' WIDE BETWEEN CURB AND SHRUBS/TREES CONSTRUCTION NOTES: [1> ALIGN TREES WITHIN CENTER OF PARKING STRIP p PROTECT EXISTING TREES AND LAWN GRASS OUTSIDE OF LIMIT I OF WORK. IF DAMAGE OCCURS TO EXISTING GRASS, EXTEND 0 i ol I j.J;;:~ 10 I I olN 71,200 I ~ ... J I NEW SOD BEYOND LIMIT OF WORK TO EDGE OF IMPACT AS DETERMINED BY OWNER'S REPRESENTATIVE. I I [l> TRIANGULAR SPACING OF SHRUBS AND GROUNDCOVER, TYPICAL. ABBREVIATIONS: CAL. CALIPER CL CENTERLINE EQ. EQUAL HT. HEIGHT o.c. ON CENTER SP. SPREAD TYP. TYPICAL 1 .k:: c,.- ,,, 5 I ,:; ~ • I /1 0 !,-N ... 110·"-·"1.LJI __ _.._ . d ·····~·· ' I 1 ~ '< I .4 \.15 -1--' ~ 16 I, ~8 '-' :~ 76 ' ; 2 (23 ~ '\;;- ' ~ \\ ~ 0 ,ol 2f : 1 ~3, 3' ' i') 08 -···~, . "' ·-·-1---- .· 6 4 ------ 1 42 43 4, -H" 6 47 48 4, 50 90°/o SUBMITTAL ----- '.° 1 52 53 5, 55 - c~ SB 5 60 NOT FOR CONSTRUCTION N SUBTITLE TITLE 20' 10' 0 ~ -.r _,_ ---20' I LANDSCAPE PLANTING PLAN GRID 33 BUILDING 25-20 PARKING LOT ADDITION LONGACRES PARK 40' I LANDSCAPE MASTER LONGACRES PARK, WA J 1 62 63 5, 65 ---··-·--·---- p6 67 6S 6. 70 71 72 73 7 75 KEY PLAN SC/ILE: NONE CURRENT REVISION SYMBOLO RIG DATE L13066 12.20.13 SHEET LP33 LS3 JOB NO. COMP NO. L13066 DWG NO. 25-YD-LP33 SYM TOP OF GRADE AS INDICATED ON GRADING PLANS MULCH AT PLANTING BEDS (3" DEPTH) AND TREE RINGS (4" DEPTH) PLANTING SOIL PROFILE PLANTING SOIL MIX IN 6" LIFTS TO DEPTHS SPECIFIED BELOW -TILL 1 ST PLANTING SOIL LIFT INTO SCARIFIED SUBGRADE TO MIN. 6" DEPTH -·· -SCARIFIED SUBGRADE -8" DEPTH PLANTING SOIL DEPTHS TURF AREAS : 6" MIN. DEPTH SHRUB AND GROUNDCOVER BEDS: 12" MIN. DEPTH TYPICAL SECTION 1 SCALE: 1''=1'-0" LP28,LP33 LP503 ~-MULCH, KEEP AWAY FROM TRUNK --MOUND SOIL AND MULCH TO FORM SAUCER, 3"-4" HIGH LIP TYP .. AT OUTSIDE THE DIA. OF PLANTING PIT ;,,;'»;'<>;::, .· . •·. ;.-:0 ---=--TYPICAL PLANTING SOIL PROFILE ~~~ ·.· . < ··~;<y/ :i!~ ::11:;~ii1m1" ·;11 111 11 p1 1; rT, 1 ; 1 ·J~:~!1~~;TTl ----COMPACT SUBGRADE DIRECTLY · · -· · · -· -BELOW ROOTBALL TO ENSURE SHRUB -,/'2 X ROOTBALL DOES NOT SETTLE BELOW INTENDED ·1 GRADE SHRUB PLANTING 5 SCALE : 1/2'=1' LP500 LP503 REVISION BY APPROVED DATE SYM ORIG BUILDING 25-20 PARKING LOT ADDITION L13066 R.F. M.H. 12.20.13 ---- TREE PLANTING (2) 2" 0 X 10'-0" LONG WOOD ST AKES CHAIN LOCK TREE TIES, REMOVE AFTER ONE YEAR ROOT CROWN ···· -4" MULCH LAYER, DO NOT PLACE AGAINST TREE TRUNK --DRIVE STAKE@ ROOTBALL EDGE BACKFILL WITH PLANTING SOIL MIX 24" DEEP ROOT BARRIER EACH SIDE; II PER MANUFACTURER'S RECOMMNEDA CURB PARKING LOT ISLANDS -TYP. SECTION 2 SCALE: 1 /2" =1 '-0" . ·. ;£_~~-··.··.· ······1 ·---. ~ . ----~ .· .-·~1--- · . 2'-0u .. 1-- ~-~-~ + MEDIAN TREE PLANTING SCALE: 1/4"=1'-0" REVISION BY APPROVED DATE LP28,LP33 LP503 4" DEEP MULCH LAYER, SURROUND TREE PARKING ISLAND. DO NOT PLACE MUbCH AGAINST TREE TRUNK CURB ROOT BARRIER ALONG BACK OF CURB. MIN. 24" DEPTH PLAN 6 LP33 LP503 MOUND SOIL AND MULCH TO FORM SAUCER, 4" HIGH AT OUTSIDE DIA. OF PLANTING PIT TYPICAL PLANTING SOIL PROFILE FOR SHRUB BEDS -' :;t I [D I-I-[)_ ow oo a:: •,, ,,. TREE PLANTING ON A SLOPE SCALE: 1/2"=1'-o" ,if----------------------------- CHAIN LOCK TREE TIES, ATTACHED TO (2) 2" 0 x 10'-0" LONG WOOD STAKES (NOT SHOWN) PLACE STAKES PARALLEL TO CURB LINE BOTH SIDES OF TRUNK SET ROOT CROWN AT FINISH GRADE 4" MULCH LAYER, DO NOT PLACE AGAINST TREE TRUNK ~--CURB AND/OR GRAVEL EDGE __.--APER CIVIL DRAWINGS I -BACKFILL WITH PLANTING SOIL MIX ___..--··· COMPACT SUBGRADE DIRECTLY BELOW ROOTBALL TO ENSURE TREE REMAINS AT GRADE NOTE: SET TREE TIES AS LOW AS -- POSSIBLE, NO MORE THAN 213 THE HEIGHT OF THE TREE. REMOVE STAKES AND TIES AFTER ONE YEAR TYP. SECTION 3 LP28,LP33 LP503 ··.·~··.· --CONTINUOUS MULCH LAYER ··.··.··-~---PLANTING SOIL PROFILE GROUNDCOVER PLANTING DETAIL 7 SCALE: 1/4"=1'-0" LP33 LP503 DRAWN DATE ACCEPTABILITY R.F. 12.20.13 SUBTITLE THIS DESIGN AND/OR C ECKED EQUAL -........__- I TRIANGULAR 6 SPACING ROW I I SPACING I ---·· -----·-·--------------ti_ 8" 1 '-0" 1 '-6" 2'-0" 2'-6" 3'-0" ~-1 '-0" FOR SPACINGS 1 '-0" -2'-0", 112 ROW SPACING FOR SPACING ABOVE 2'-0" ~EDGE OF BED 7" 10 1/2" 1'-3" 1'-9" 2'-2" 2'-6" GROUNDCOVER TRIANGULAR SPACING PLAN 8 SCALE: 1/4"=1'-0" PLANTING DETAILS LP33 LP50 1 THE PORTICO GROUP 1500 4th Avenue, 3rd Floor Seattle, Washington 98101-1670 USA www .porticogroup.com T:206.621.2196 F:206.621.2199 12.20.13 CURRENT REVISION SYMBOLO R I L13066 DATE ~DE.ING" STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT 1-...::S:'...'.:PE::;:::CIF~IC::_ATl'.:;'.'.ON'....'.l:;_S :::AP::_::PR~OV.::ED:__.../iJ:iii.M'fu;. iEER __ Tl =2.2=0'--'-. 13'--h'ii'iF------;:;,;;;-;:;;;:;;:;-;;-;:--;:;-;;--;==;-;-;'vr".;;-;;-=;,------1 SHEET APPROVED BY DEPT. DATE ~N~INEER 12.20.13 TITLE BUILDING 25-20 PARKING LOT ADDITION CHECKED APPROVED LONGACRES PARK JOB NO. LP503 LS4 L13066 COMP NO, MICHAEL HAMM CERTIFICATE NO. LA-11286 APPROVED CIVIL MASTER LONGACRES PARK, WA DWG NO. 25-YD-LP503 .I IRRIGATION SCHEDULE SYMBOL ITEM 10 SERIES POP-UP NOTES ....... RAIN BIRD 1800 PRS RAIN BIRD 1800 PRS 12 SERIES POP-UP 1 O' RADIUS, 30 PSI GPM: 1.58 F, 0. 79 H, 12' RADIUS, 30 PSI GPM: 2.60 F, 1.30 H, 0.53 T, 0.39Q 0.87 T, 0.65 Q \ V I r: I I C) L __ _ IRRIGATION LEGEND ~ AUTOMATIC VALVE • QUICK COUPLING VALVE EB ISOLATION VALVE ---MAIN LINE LATERAL LINE --SLEEVING -- \ \ : I \~ I ' i '\ I RAINBIRD PESB SERIES, SIZE AS INDICATED RAINBIRD 33DLRC AQUA IPS GATE SCHEDULE 40 PVC CLASS 200 PVC SCHEDULE 40 PVC ~ POINT OF CONNECTION TO EXISTING IRRIGATION MAINLINE o= . '· RAIN BIRD 15 SERIES 1800 PRS POP-UP RAIN BIRD 15 SERIES STRIP SPRAY RAIN BIRD R-50 SAM-4.0 12' RADIUS, 30 PSI GPM: 3.70 F, 1.85 H, 1 .23 T, 0.92 Q 4 X 15 EST, GPM: 0.61, 30 PSI 4 X 30 SST, GPM: 1.21, 30 PSI 34' RADIUS, GPM: 4.40, 40 PSI RAIN BIRD R-50 SAM-3.0 33' RADIUS, GPM: 3.30, 40 PSI RAIN BIRD R-50 SAM-1.5 28' RADIUS, GPM: 1.90, 40 PSI / / -· THE PORTICO GROUP 1500 4th Avenue, Jrd Floor Seattle, Washington 96101-1670 USA www.porticogroup.com T:206.621.2196 F:206.621.2199 BUILDING 75-20 90% SUBMITTAL GENERAL NOTES: 1. THE CONTRACTOR PERFORMING THE IRRIGATION WORK SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE GENERAL CONTRACTOR AND ALL OTHER TRADES. 2. REFER TO CIVIL DRAWINGS FOR LOCATION AND SIZE OF EXISTING TREES AND LOCATION OF IMPERVIOUS SURFACES. 3. PLANS ARE DIAGRAMMATIC. LOCATIONS OF MAINLINES, LATERAL LINES, SLEEVING, EQUIPMENT, HEADS, AND DRIPPER LINES ARE APPROXIMATE. ADJUST HEADS TO ACHIEVE BEST COVERAGE AND TO PREVENT OVER SPRAY. LINES AND SYMBOLS MAY BE SHOWN IN PAVING AREAS FOR CLARITY. CONTRACTOR SHALL LOCATE PIPING AND EQUIPMENT IN PLANTING AREAS WHERE POSSIBLE. 4. FINISHED IRRIGATION SYSTEM SHALL BE A COMPLETE AND UNINTERRUPTED THROUGHOUT. PRIOR TO ANY WORK, SCHEDULE A SITE VISIT WITH THE OWNER'S REPRESENTATIVE AND GENERAL CONTRACTOR TO SURVEY THE EXISTING SYSTEM. OPERATE THE ENTIRE SYSTEM AND DOCUMENT ON A PLAN ANY NON-FUNCTIONING ZONES OR AREAS WITHIN AND OUTSIDE THE LIMITS OF WORK. THIS WALK THROUGH WILL BE THE BASIS OF AN UNDERSTANDING BETWEEN THE GENERAL CONTRACTOR AND THE OWNER AS TO THE STATUS OF THE SYSTEM PRIOR TO THE CONSTRUCTION PROJECT. REPAIR ANY SYSTEMS DAMAGED DURING CONSTRUCTION TO RESTORE THE SYSTEM TO AT LEAST THE STANDARD REVIEWED AT THE TIME OF WALK THROUGH. PREPARE A PROPOSAL TO THE GENERAL CONTRACTOR FOR ANY ADDITIONAL WORK OUTSIDE OF THE SCOPE OF WORK SHOWN ON THESE DRAWINGS, FOR REPAIR AT THE OWNER'S OPTION. 5. CONSTRUCTION OF THE IMPROVEMENTS SHOWN ON THE PLANS REQUIRES MODIFICATIONS OF THE EXISTING PARKING LOT IRRIGATION SYSTEM. CONTRACTOR SHALL MAKE ANY REQUIRED MODIFICATIONS TO EXISTING IRRIGATION HEAD LOCATIONS TO ENSURE MAXIMUM COVERAGE. 6. CONNECT WIRING FOR ZONES TO REMAIN WITH WATERTIGHT SPLICES. REPAIR DAMAGE TO EXISTING WIRING, VALVES, AND PIPING TO REMAIN AS A RESULT OF DEMOLITION OR CONSTRUCTION OPERATIONS. 7. PROVIDE TEMPORARY SERVICE AS REQUIRED TO PROVIDE CONTINUOUS SERVICE DURING INSTALLATION TO WATER EXISTING PARKING LOT THAT MAY BE AFFECTED DURING CONSTRUCTION. 8. DURING INSTALLATION OF THE WORK NOTE ANY LOCATIONS OF EXISTING IRRIGATION INFRASTRUCTURE ENCOUNTERED AND CLEARLY NOTE ON NEW RECORD DRAWINGS TO INCORPORATE ALL IRRIGATION ON THE PROJECT FOR OWNER USE. 9. ALL WIRE SPLICES SHALL BE MADE WITHIN A VALVE BOX. NO IN-LINE SPLICES WILL BE ACCEPTABLE. ALL WIRES SPLICES ARE TO BE MADE WITH 3M DBR SPLICING KITS IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. 10. REPAIR ANY DAMAGE TO EXISTING PARKING LOT LANDSCAPE EVEN BEYOND LIMITS OF WORK IF DAMAGE CAUSED BY CONTRACTORS OPERATIONS, INSTALLATION OR FAILURE TO ADHERE TO REQUIREMENTS NOTED ABOVE. 11. REFER TO IRRIGATION SPECIFICATIONS SHEET LW2 AND DRAWINGS FOR ADDITIONAL REQUIREMENTS. --I 1 J-7-: "", 5 ,:.-- ,,:; % ~, 0 10 N --~, ---~ --' 1 1 ,~ " ~-,\.15 1 6 '\ 7'--~8 H-'-76 --'-'I, -' 2 ~--s,,,./ \,7 . ..-11 \\ ~ ~ ~ -mi ~ . F" . • I 3, . 1 3p 6 :if' 38 I -4,, i _, ~ 43 I 1 42 4 --~ " -- 6 47 48 4c 50 N __ _. 1 52 53 5 55 ~ 1----------NOT FOR CONSTRUCTION 20' 10' 0 Lr._..,. --20' I 40' I ~1 06 71 C,7_58 5'. 60 62 63 6 65 G;: ·---- 67 6' 70 72 7 75 - KEY PLAN SCALE: NONE G LSY-M~-------HEV-IS-ION-------r--BY-.-A-PP-ROV-ED-r-D:-:ATE=--.-s-YM~-------::REV::IS::::ION::--------,--;B:-Y ----i-A::PP:;RO:::VE:;::-D 1----:DA:;;:TE----,---------------T~~=ttll===r,--A;:;:C:;::C:;::EP;:;;T;-;:A~Bl-;--;Ll~TY-;--]~~~riilf~Nr---10~y2r:E_2:o_::13TssueuBniiT1TULE---,LAA-;:Nii=o;:;:svc~A\[P;iE=ic1R;iR;ilirG~Al1T~IOnMNi'"ip;iL'Aii:N:i-----jC!CUJRiRRREENNTTRiREVEVi~sRs;~'""o_6_6fssY?MiMBBOOVLO~R;-j"I rGfco;;;'i'ATEE -1-2.-20-_-:13:--~~ SPE~~~Tcfr~6~G~/~~{~~ED JHJCKED 12.20. 13 GRID 28 1-,s""HE=ET,------L-----+-------+-12 ORIG BUILDING 25-20 PARKING LOT ADDITION L13066 R.F. M.H. 12.20.13 ~BEING" STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MICHAEL HAMM CERTIFICATE NO. LA-11286 APPROVED 1---~~~~~~:.__..JrnGl!IDE'R'R--t,=2.~20-_13~!'rITT11TLYE------i:BiTiuiil1Lnio1MING;;--;;2;;:s-:::;2~o""iptAtRKvf1~NG'IILo'il1,--AAi'omorn111inoiJN ____ 1 LW28 LS6 G>~--APPRovrn BY DEPT. DATE M.H. CHECKED i-=--=---------l=c;-;,;-c;;;-----+-1" JOB NO. COMP NO. if. L 13066 c 1-c-c=--------~------Ha: LONGACRES PARK, WA DWG NO. LONGACRES PARK APPROVED 25-YD-LW28 LANDSCAPE MASTER I .. I --. - SYM I I N 71,400 0 0 c,J n lD w + IRRIGATION SCHEDULE SYMBOL ITEM ....... o= RAIN BIRD 10 SERIES 1800 PRS POP-UP RAIN BIRD 12 SERIES 1800 PRS POP-UP RAIN BIRD 15 SERIES 1800 PRS POP-UP RAIN BIRD 15 SERIES STRIP SPRAY RAIN BIRD R-50 SAM-4.0 I ___ _ ~- NOTES 1 O' RADIUS, 30 P GPM: 1.58 F, 0. 7 12' RADIUS, 30 P GPM: 2.60 F, 1.3 12' RADIUS, 30 P H, 0.53 0.39Q H, 0.87 , 0.65 Q GPM: 3. 70 F, 1.8 1 H, 1.23i T, 0.92 Q ' 4 X 15 EST, GPM 0.61, 30 PSI 4 X 30 SST, GPM 1.21, 30 PSI 34' RADIUS, GPM: 4.40, 40 PSI RAIN BIRD R-50 SAM-3.0 33' RADIUS, GPM: 3.30, 40 PSI RAIN BIRD R-50 SAM-1.5 28' RADIUS, GPM: 1 .90, 40 PSI N 71,200 + \ 0 0 c,J L_ n lD '----. w IRRIGATION LEGEND ~ AUTOMATIC VALVE RAINBIRD PESB SERIES, SIZE AS INDICATED • QUICK COUPLING RAINBIRD 33DLRC VALVE EB ISOLATION VALVE AQUA IPS GATE ---MAIN LINE SCHEDULE 40 PVC LATERAL LINE CLASS 200 PVC --SLEEVING SCHEDULE 40 PVC -- 8 POINT OF CONNECTION TO EXISTING IRRIGATION MAINLINE REVISION BY APPROVED DATE SYM REVISION ORIG BUILDING 25--20 PARKING LOT ADDITION L13066 R.F. M.H. 12.20.13 I ,,_ ' LIMITS OF WORK ~- BY 0 0 ----------ct •• n lD 270 18" SPACING -- --··----== ==-""=•····-····'"'' 270 18" SPACING 310 18" SPACING ~ ---·---~•-•---~---•• C / .- 1 I I I I I I I I I I I I I I I I I I I I I I I I LIMITS OF ;O~-K _---_lf-----tt-9~: =---·-=- I I I I I I I I ~~-,l,rnn''~~r.,1r-~---~~~--~~---if'rc;J'~,~~, GENERAL NOTES: I."-~~ r " , ~ "I 0~'' ;1:p: I) CJ IOH --11)~-~-p ~IFiOcc'H~-1. THE CONTRACTOR PERFORMING THE IRRIGATION ~ t ··-J~ I 1 ... ±1~-j>;. .. 1 I I WORK SHALL BE RESPONSIBLE FOR COORDINATING HIS I l [LI I> er~ ··--·-I) q ~~~~ : f~:DKES~ITH THE GENERAL CONTRACTOR AND ALL OTHER I ---';. I l11~--~ I I,~~ I 111 <I p (1 2. REFER TO CIVIL DRAWINGS FOR LOCATION AND SIZE OF EXISTING TREES AND LOCATION OF IMPERVIOUS SURFACES. , c lb JI~----.:. b Jl1~~ I ~~··~ '.I l,II~~~ ··-a--I 1 : 3. PLANS ARE DIAGRAMMATIC. LOCATIONS OF I "c p CJ i) cl MAINLINES, LATERAL LINES, SLEEVING, EQUIPMENT, I --· .. -~ I 111~~~ -I I ---···---·--·-··-HEADS, AND DRIPPER LINES ARE APPROXIMATE. cl D y 1-l q ADJUST HEADS TO ACHIEVE BEST COVERAGE AND TO ~I --rs: 'I ·1 1 F-1· ~~ r-r I l_. -~ PREVENT OVER SPRAY. LINES AND SYMBOLS MAY BE I I Ol I f1 /I 1 )H OH f· <I OH I SHOWN IN PAVING AREAS FOR CLARITY. CONTRACTOR 01 )-9-12 · · ::_. 1 , 1 ~ \1 1 _( ___ --~ 1 · r -- 1 1 1 SHALL LOCATE PIPING AND EQUIPMENT IN PLANTING !-~ c-o 106 ICL ..cl IOQ 10() L _ __c] IOQ AREAS WHERE POSSIBLE. ! "1 '27~:_,:_ -... ~02ZQ~~10'.bC~,:~--~~J0222Z, 4. FINISHED IRRIGATION SYSTEM SHALL BE A '1 ' H.rvi.~ ' rf" -: · ·· COMPLETE AND UNINTERRUPTED THROUGHOUT. PRIOR ' 11 ,ac--I I TO ANY WORK, SCHEDULE A SITE VISIT WITH THE 1 1 , .. , -... ,,-·· IOti DI CJI, ift---~ 10• ••• IH j:) 1 . q 1~{171,400 I OWNER'S REPRESENTATIVE AND GENERAL CONTRACTOR . 1 ' TO SURVEY THE EXISTING SYSTEM. OPERATE THE ' p q I) CJ ENTIRE SYSTEM AND DOCUMENT ON A PLAN ANY ~ I I 'I 11~~~ NON-FUNCTIONING ZONES OR AREAS WITHIN AND ' '") il . , ,I cl I OUTSIDE THE LIMITS OF WORK. THIS WALK THROUGH ~- 1 I ] 'f --1( I I f~~L tfN:~iL Bt5~~R~~T~~ A~~Df~~T~~~~~ :r:iEN I :, p q t> CJ THE STATUS OF THE SYSTEM PRIOR TO THE I CONSTRUCTION PROJECT. REPAIR ANY SYSTEMS ~ p cJ p cj DAMAGED DURING CONSTRUCTION TO RESTORE THE , ----1 I ~---·---1 1 1 SYSTEM TO AT LEAST THE STANDARD REVIEWED AT II ···-= ~.I qi, p.·1 JII I THE TIME OF WALK THROUGH. PREPARE A PROPOSAL _ TO THE GENERAL CONTRACTOR FOR ANY ADDITIONAL i D <J p (I WORK OUTSIDE OF THE SCOPE OF WORK SHOWN ON di ~--r-1 I 1 -1 .I r -f~ -6~~~EN.DRAWINGS, FOR REPAIR AT THE OWNER'S r I;= --rnr1 1 l oH ioH f q ioH --: 5. coNsTRucT10N oF THE 1MPRovEMENTs sHowN oN j 10() D. d 00 10Q b_J iOC) THE PLANS REQUIRES MODIFICATIONS OF THE EXISTING f-(,,,1 ''.L ~:ff ~~.7;2z~;;zgii:1: ----~ PARKING LOT IRRIGATION SYSTEM. CONTRACTOR SHALL , ;1 10"° 'f ~1100 10"° ~1 IOQ MAKE ANY REQUIRED MODIFICATIONS TO EXISTING I ____ --n I. r T I,,~~~ 1 IRRIGATION HEAD LOCATIONS TO ENSURE MAXIMUM I 1.011 D cl 1m1 1011 I:> q 10H I covERAGE. 1 1, 1 '·: I I J-~~"~ l: I l.,F~l~ 6. CONNECT WIRING FOR ZONES TO REMAIN WITH , ,,.':: P 1 --t;lj P cl WATERTIGHT SPLICES. REPAIR DAMAGE To EXISTING I I ' I! .. -······ ·---~ ';' I I •~---··-~~ WIRING, VALVES, AND PIPING TO REMAIN AS A RESULT _ i ~ , _ p.1· c1IL . _ , ~I) clj I OF DEMOLITION OR CONSTRUCTION OPERATIONS. >, 11 · I I I ' 1~ I) (1 7. PROVIDE TEMPORARY SERVICE AS REQUIRED TO II I ,_': ~~~'~~'!,(, 1,. ~ -.. !, \ •. ',I, j,11--~-PROVIDE CONTINUOUS SERVICE DURING INSTALLATION '.I TO WATER EXISTING PARKING LOT THAT MAY BE r;'i I ~ .. -·-··~ rl· '/1 ---r,) 11~~-AFFECTED DURING CONSTRUCTION. •J ~ I ,-··. i I ·1 i) <jl [) G I 8. DURING INSTALLATION OF THE WORK NOTE ANY , 1 '.~: l ·1 f / ',.:: 1 I 1 LOCATIONS OF EXISTING IRRIGATION INFRASTRUCTURE I ".c: IOH p cj_OH 10H p c,l10H ~ ENCOUNTERED AND CLEARLY NOTE ON NEW RECORD I I~ I DRAWINGS TO INCORPORATE ALL IRRIGATION ON THE I ', ... 1" ~-',. " I "-PROJECT FOR OWNER USE. i;;1 I 00 b.,. (] ,I 00 I 00 [_),_l.,r:J i OQ I !. ~~:,t,~~1~,~~ 1 1\--'L 1 1 ', 1 1 9. ALL WIRE SPLICES SHALL BE MADE WITHIN A VALVE BOX. NO IN-LINE SPLICES WILL BE ACCEPTABLE. ALL WIRES SPLICES ARE TO BE MADE (+r6" SLV~ ------~~~==:=-----------' I I I I ~ i~f if 1~p1'~1~=H~- I I 1oroy~{0~ ·~ qi ·--·--···---~ f.~ qi : WITH 3M DBR SPLICING KITS IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. (1) 4" SLV 0 0 -a- n lD w APPROVED DATE ,, ' ' IO('J'.\/AN bH \~k:.= /i ·-.I lf..··--- 1 I '-" i'J --cr--cJ \I D (J 10. REPAIR ANY DAMAGE TO EXISTING PARKING LOT ----------1-----------·-~ --· ,;;-11cF,k=::i .. l ! h ·1 ·1 ~ 11.200 LANDSCAPE EVEN BEYOND LIMITS OF WORK IF DAMAGE CAUSED BY CONTRACTORS OPERATIONS, INSTALLATION OR FAILURE TO ADHERE TO REQUIREMENTS NOTED ABOVE . CONNECT NEW 3" MAINLIN~1fd 8E~~ INLINE--~ AT THIS APPROXIMATE LOCATION AND INSTALL AN 350 18" SPACl~§OLATIONS VALVE, CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD rti---BDEIND" STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MICHAEL HAMM CERTIFICATE ND. LA--11286 ' .... 1 -----3" --· 10· fr ~~ · · 411;, ~==-1 ~ I 11 . ~-2(~-[ :o?_~:::-::::.::ui;.:~":-=.::-:::-::·::~~~~~ ~;~;~=-c:c==-===1 I, I I OH ·::..~:i ... d i{~~ 3 itl27~ h c1 '~ 1&il : : IOQ 11. REFER TO IRRIGATION SPECIFICATIONS SHEET LW2 I,, I 1--9-8 lw w : AND DRAWINGS FOR ADDITIONAL REQUIREMENTS. : et:: ry : JoJJ !~ ~ i I . IO I , \ 00 10,1.,,;c/ tY-',1 ~ (J I - I 10H t'.J~-C)--(,I o.H ----~ i (JO ' 10Q &~ re ·,11 /2ZZm IOH p Cj I OH -' THE PORTICO GROUP 90°/o SUBMITTAL 1500 4th Avenue, 3rd Floor Seattle, Washington 98101-1670 USA www.porticogroup.com T:206.621.2196 F:206.621.2199 NOT FOR CONSTRUCTION 20' 1 O' 0 20' 40' til1io""i!i-l'.•'iiil.-1!i-l'.*'iil-•~--iiiiiiiiiii~~~~I ACCEPTABILITY ~~rwN °~1:f.20.13 SUBTITLE LANDSCAPE IRRIGATION PLAN --·---I 1 ? ~ ~'\ 5 ~ • I 11 o N .. -I ' t-t--···· ' . ~ 11 ~4 \\15 ~ --. -~ 1 6 ' 7'-NS ~ Jl,;,,. 76 ..,,0 \ ~ ' 2Jr;j~' L~ \-,7 ' ~· "'""''·\l __ ~ '~I ~qi ,n \.ID.tu ~ r." 31 1 3. ~ .. ·5 • 7:, 38 < 4D -' 1 42 43 4, ~ - 6 47 4~ 4 50 ---- N 1 52 :.J3 5, 55 S7 ss 5, 60 -- p1 62 63 6 b5 ------· ,6 67 68 6' /0 71 72 73 I 75 --. ·- KEY PLAN SCALE: NONE CURRENT REVISION SYMBDLO R I L13066 12.20.13 DATE THIS DESIGN AND/OR CHECKED GRID 33 I _ _:S:'.::PE;.::'.Cl::.'.'.FIC:'.:'.AT~ION.:_l::;_S .'.;,'.AP:::PR~OV;.:'.ED:.__-tJrn.Mifu. =--,1-"'2.=20c:.:..1::,_3 Timi:E"'--~oTiiiri,'"'--;,,:;-;,;';:'-';:,';~~,i';'i~mi'i'mM-----j SHEET t-ENGINEER TITLE BUILDING 25-20 PARKING LOT ADDITION APPROVED BY DEPT. DATE M.H. 12.20.13 LW33 LS? CHECKED APPROVED LONGACRES PARK JOB NO. L13066 COMP NO. APPR VED LANDSCAPE MASTER LONGACRES PARK, WA DWG NO. 25-YD-LW33