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HomeMy WebLinkAboutLUA-06-172_Large Format~ 11 w r-, . ,., __ __,_________ ____ -~ .. -'-'--··-···-· .~-·-·-· -'-'----'--'"'--'~' CEDAR RIVER CORPORATE PARK SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ' 21.0' , · 0 r--' 5.0' 1 H.C. STALL, SEE CIVIL 1 H.C. STALL SEE CIVIL 6 STALLS AT 9'=54.0' I 30.0' 133.0' : 1 fl. ,SEE; ' BLDG!q ,,. ,,/ 44,589 .F. ( '(' 1 H.C. S:TAL6 SEE CIVIL l -• .'...c,, _J_ 2 STALLS RASH/RECYCLING AT 9'=l 8.0' y ENCLOSURE AREA -r TRUCK LOADING AREA, ~ ALL GROUND LEVEL, NO 2 STALLS ~ DOCKS 1-1 AT 9'=18.0' :·7 • ;--·:r:,::-,-,;~:-~t-J J.J. ,,--,. ·~ ,. ~---,------, .. L=••""~~ '""-~•=' .~:-.-:.,""•,,, ·'=-•"··,---"',• ---~-=-~ 6 1 H.C. STALL, SEE CIVIL 9 STALLS AT 9'=81.0' END OF HIGH WATER MARK AND SETBACK FOR SPRING BROOK CREEK, TERMINAL END OF STREAM DUE TO TOPOGRAPHY. I ; 352.0' 8 STALLS AT 9'=72.0' 1 H.C. STALL SEE CIVIL UTILITY EASEMENT PER RECORDING NUMBER 8603270854 NORTH HALF S. W. 23RD ST. VACATED PER ORDINANCE NUMBER 3978 I I 90.0' 1 --_: 25' BUFFER CONCRETE SIDEWALK Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors m,1, GRAPHIC SCALE BUILDING AREAS BLDG A -35,047 S.F. BLDG B -29,940 S.F. BLDG C -33,740 S.F. BLDG D -44,580 S.F. TOTAL -143,307 S.F. LOT CQYERAGE 143,307 /541,725=26.45% BLDG COVERAGE TYPE DE CONSTRUCTION --V-B I PARKING ANALYSIS WE ANTICIPATE THAT THESE SPECULA TIVJE BUILDINGS WILL VARY OVIER TIME BETWEEN THE RELATIONSHIP OF OFFICE TO WAREHOUSE USE. INITIALL y WE PREDICT THAT THE RATIO COULD BE AROUND 50% OFFICE TO 50% WAREHOUSE. ' ' BECAUSE WE HA VIE DESIGNED THE BUILDINGS AND SITE TO BE PEDESTRIAN FRIENDLY, WE HAVE CREA TED AN OPPORTIUNITY FOR AN INCREASE IN OFFICE USE. THE SITE ALLOWS FOR THE BUILDINGS TO BE CONNECTED WITH LARGER THAN REQUIRED SIDEWALKS. THE BUILDINGS HAVE ADDITIONAL STOREFRONT GLAZING TO ALLOW FOR THIS OFFICE USE WE ESTIMATE THAT THERE COULD BE APPROXIMATELY 75% OFFICE AS A RESULT OF THESE DESIGN ELEMEMTS. TOTAL BLDG 143,307 S.F. 75% OFFICE 107,480/1000=107.48 -x3=323 MIN, X4.5=484 MAX STALLS 25% WAREHOUSE 35,827 /1,500=24 MIN STALLS TOTAL STALLS -MIN=347, MAX=508, PROVIOED=408 ADA STALLS=9 WETLAND AND BUFFER AREAS; WETLAND "B" -A PORTION OF WHICH IS ON OUR PROPERTY -26 714 S F (0.61 ACRE) ' .. WETLAND "8" 25 FOOT BUFFER -A PORTION OF WHICH IS ON OUR PROPERTY -36,093 S.F. (0.83 ACRE) WETLAND "A" 50 FOOT BUFFER -A PORTION OF WHICH IS ON OUR PROPERTY -15,476 S.F. (0.35 ACRE). NO PART OF WETLAND "A" IS ON OUR PROPERTY. LEDGEND: FH FDC FIRE HYDRANT, SEE CIVIL DRAWINGS FIRE DEPARTMENT CONNECTION, SEE CIVIL DRAWINGS - FOUND M IN CASE N 4997.D. E 6322.96 TACOMA · SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Pro iect Title: Client: Cedar River Corporate Park Tarragon • Cedar River Corp. Park L.L.C. Job No. 1000 2nd Ave. Suite 3200 Seattle, WA. 98104 Murphy McCullough 206-233-9600 206200.00 Issue Set & Date: Issued For Bid 5/22/07 I EJIPIRES !3/28/@8 REUSE Of DOCUMENlS lHiS OOC:tJMENT HAS BEEN SIGNED EL.ECTROOIC/J..LY IN ACCORIJANCE 1191H WAC 196-2l-070 AND Cl-!APTIR 19.-54 RCW. IJNAUlli~tzrn AL1£RATION Of i\NY OF TH[ l~f"CR~ATION ON [HIS DOCUMENT "1ll L1VAUDATE lHE DoctiMENf, ~y CERllFICAIIOO ,I.ND SIGNATURE TIE IDEAS AIJD DCSIGNS INCOOPO'lAlED HEllE~. AS AN INSTRlMrnT OF PROfrSSlct/Al S[R.11CE. IS 1111:: PROPERTY OF AH81. AND IS NOT ffi BE USU!, IN ',IHOI.I OR lN PART, FOR ANY OTIU PROJ'CI \\llliOOT 'Mllflrn AUTHCRllATION Cf AHBL &,. CLIENT REVISIONS / BID SET -5/22/07 &_ CLIENT REVISIONS -3/27 /07 L1, COUNTY COMMENTS Revisions: Sheet Title: Site Plan Designed by: Drawn by: Checked by: JKC RNS DLB Sheet No. of Sheets --------- II I j 'I , I ' ' I I ,I 11 /j [' 11 ,ii 11 /I 1 ' I /i II \ I I f ! CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 "i ! . ,c=J~W~ ' \ \ \ \,,, / i I / f I \ I Cf_· V J I 11 I / WETLAND ',A!,' CATEGORY2 . / / / / l ___ , I I I f i I A L, ·" I _....r I 1 J -ITT; TTl- • , I ! 11 /TlJ i _ .• ! I I I :":)' 7'- \ I \ \ \ \ I I ./ 0 l.() ---L / / I I . WETLAND'B' -···(CATEGORY 3) .. GRAPHIC SCALE 40 0 20 40 BO ~-I 1 LEGEND ///////////////////////// ///////////////////////// ////I/////// I/// I/// I//// ///////I//// I/// I I/////// ///////////////////////// // / / / / / / / // / / ////////I/// ////1///////1////1//III// /// / / / / / / ///////I/// I I/// ~~~~~~~~~~~~~~~~;;~~;J;;; ////I// I//// I/////// I I/// 0000000000000 0 0 0 0 0 0 0 o 0 o 0 o 0 o 0 o 0 o 0 o< o 0 a 0 o 0 o 0 o 0 o 0 o 0000000000000 0000000000000 000000 I I ( IN FEET ) inch= 40 ft. TEMPORARY IMPACTED WETLAND BUFFER AREA 01,358 SF) PERMANENT WETLl>IND BUFFER IMPACT AREA (BIOSWALE) (3,729 SF) UNDISTURBED WETLAND BUFFER AREA (31,169 SF) RAIN GARDEN 02,307SF) THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY I Civil Engineers Sttuctural Engineers Landscape Architects Community Planners Land SuNeyors TACOMA SEATTLE 2215 Norlh 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Pro iect Title: Client: Cedar River Corporate Park Tarragon • Cedar River Corp. Park L.L.C . Job No . 1000 2nd Ave. Suite 3200 Seattle, WA. 98104 Murphy McCullough 206-233-9600 206200.40 Issue Set & Date, ISSUED FOR AGENCY REVIEW 4/16/07 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT #etwG{!n"-.. CERTIFICl\'rE NO. f 3 i & ___ A"'•";.;.i(;.;,,-'+-, .,;';;_?,.(~\l\~J ________ _ ef ··'"\JI';:}-'\ 'f) f;:, ;, ·s:. \<-' \ J k;i -Y r1.'l:,;,;\1l;;I = & _________ _ Sheet Title: WETLAND BUFFER IMPACTS Designed by, HB/KC Sheet No. Drawn by, KC W1.1 Checked by, HB of 7 Sheets \ Sil\., T FENCE 3 ----···· ___ _ 1 (lYP) W2. ,~r =-~JI ~~1-1 rno1rf r rri-:--~rn-tt~1~ru~rr1-:1 ilT''-, SPLIT RAIL 2 -, \ I f \ \ I I / ... ., .. ,_ -. ' C . ·,, ·,~ ''-_ ,,"""" ·, l / --·---\ I --.. - 1 ~''"'-"'"'-.,,,, ~\"S',:' l.~\$:~.:~ r:,.,, ~· ...... _____ _ CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 _r \ FENCE W2.2 I ' ' I I ~, ( ·t I (, (:z; 1:{i. ',( .. , if / I i I I ! / / \ \ \ I ! I I I ~·· _,,_ --------·( 1 ffr' - " , ~, .. ---- •·,, -..__ -----~ ,.__ --·-· -----· -···--------------··----.... _ I I I I \ \ \ \ \ ' -··-·-------- . / I ___ · _-----·--.... ---------~--. -•= ••• '"'.?:.=•••"'--•-• • =•F - TTlJTI I---- I -·-I / / ( / !,· \ \ ----· -·-------------- GRAPHIC SCALE 80 I 401 ..J •• 20 40 '~-1 ( IN FEET ) 1 inch = 40 ft. TEMPORARY SILT FENCE 1 TEMPORARY SILT FENCE 2 PERMANENT SPLIT-RAIL FENCE f.SUTTING BUFFER PERMANENT SPLIT-RAIL FENCE f.SUTTING RETENllON AREAS WETLAND BUFFER SIGN 2. TEMPORARY SILT FENCE 2 SHALL BE REMOVED ONE YEAR AFTER THE FIRST IS REMOVED, DURING THE 3RD QUAATER MANTENANCE VISITS. 3. REFER TO THE WETLAND BUFFER MITIGATION PLAN FOR CEDAR RIVER CORPORATE PARK PREPARED BY WPS, DATED MAACH 22, 2007, FOR MORE INFORMATION. THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY ClvH Engineers Stroctural Engineers Landscape Architects Community Pfimners Land SU/'WJyotS Neighbors ""l'!l;i iii' mar TACOMA· SEATTLE 2215 North 30th Stroet, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Project Title, Cedar River Corporate Park Client, Tarragon • Cedar River Corp. Park L.L.C. Job No, 1000 2nd Ave. Suite 3200 Seattle, WA. 98104 Murphy McCullough 206-233-9600 206200.40 Issue Set & Date, ISSUED FOR AGENCY REVIEW 4/16/07 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ~'!1Bf!n~ CERTIFICl{IE NO. f 3 i REUSE Of DOCUMENlS & ________ _ Revisions: Sheet Title, WETLAND BUFFER LAYOUT PLAN Designed by: HB/KC Sheet No. Drawn by: KC W2.1 Checked by, HB 2 of 7 Sheets JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. / I i/ ' r: . ~- I I I I I ' I I I I I I - --,. -- - -- -- - .. ·- ---·-- -·· .. ---·---- I I ----I ----~ I I I I 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC---- N TT -fl. - I I 1uJ1 11=~111:W1 11111 m~mE=1m~m~m~m=m=111=111~111-n/~~m 111 m~~-111 ~111-111--1-110-000-II ----------II-I--,------:-' Ill II I 111-111-111-III_III 1 -11 ------------,1--- I I 6' MAX. I I ~ MINIMUM 4"x4" TRENCH ~ / I POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL 2"x2" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT ~-S~IL_T___c.F-=Ec...c....NC::;..=E:__::D:..;::::Ec_::_:TA:__::_::;IL=------------------------~ NOT TO SCALE PRE-PRINTED ALUMINUM SIGN SIGNS ARE AVAILABLE FROM: ZUMAR INDUSTRIES TACOMA, WA. 1-800-426-7967 SIGN SIZE: 24"X36" Wetlan Sensitive Area Boundary Help protect and care for this area 5' TO GRADE ATTACH SIGN TO FENCE WITH TWO 5/16 GALVANIZED LAG BOLTS WITH WASHERS ,---------SPLIT RAIL FENCE POST NOTE: 1. ONE SIGN SHALL BE POSTED PER LOT FOR EVERY 50-FEET OF SENSITIVE AREA BUFFER AS NOTED ON SHEET W1 .1. SIGNS SHALL BE ATIACHED TO PERMANENT SPLIT-RAIL FENCE • PLAN VIEW 10' PREDRILL AND NAIL THROUGH POST INTO ~-EACH RAIL END WITH 16d CASING NAIL _"co ___ 1 _ /SPLIT CEDAR RAIL 12" MIN GIRTH +--~~( -------~ --• N .I ~ -------- = co I 0 I \ . I ~ • tO ~v. 0'. ••.. . ,, >._ 1:..;;: -: .. r-----_____ _____ 18" MIN GIRTH MEASURED -'-----'--'--''~·..:...· :.;J:' ~ 12" FROM BOTIOM OF POST -------COMPACTED BACKFILL I N 18" NOTE: FRONT VIEW ALL FENCE POSTS SHALL BE INSTALLED PLUMB .. \ ,·.· ·,.-:- : _· .... :; . •. ' ..... iz\f----=SP:......=L:.:...:IT--=R-'-'-'A=IL'---!.F-=E~NC=E~D=E~TA~IL~------"-V NOT TO SCALE WETLAND BUFFER SIGN DETAIL NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 ' \ THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY CM/ Engineers Stroctural Engineers Landscape Architects Community P/snneIS land SuJVeyors Neighbors -~"._i~~ mmr TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Proiect Title, Client, Cedar River Corporate Park Tarragon • Cedar River Corp. Park L.L.C. Job No. 1000 2nd Ave. Suite 3200 Seattle, WA. 98104 Murphy McCullough 206-233-9600 206200.40 Issue Set & Date, ISSUED FOR AGENCY REVIEW 4/16/07 STATE OF WASHINGTON REGISTEREO LANOSCAPE ARCHITECT --+l,,.~M-~~#,.._ ~RY.~,_.__ ..... Cl:RTIFICI\IE NO. f3 i & ________ _ Revisions: Sheet Title, WETLAND BUFFER LAYOUT PLAN DETAILS Designed by, Drawn by, Checked by, HB/KC KC HB Sheet No. W2.2 3 of 7 Sheets n >-i \ " 1/ I Ii 1-·-····-·····- I f ,----- / ' I . ' · I 1 ·----- 1 1: t 1' -~---- l''f :j,t1 Ii IJ 11 I ------ -1, I I-, -----:: //l Ji_ I~ I' Jj,, ~ .11 /1/ / -~ 1 ,/1 t,J:\ I I \ I I I --·------/ I I I I ... :?.\\ / / II; I : / ·' ! ------>! I i· I .- r , ' / ,,,.- 1/1 I -:~~-r ~~--~~-~- p/ g~ I 'I LO 1/ : _ i -------1, I , ... ,_.I /fj I '~g Ii ,/1 r II-.· c:,,J II .~-.1 -------__._ i1 '!" i"l CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 --,-_ -_-. __ -1 .. -'- I 1_ \ \ --\ \_ --------. \ \ \ \ MATCHLINE SEE SHEET W3.2 / ! i / / I ----------. --- I / / / r- GRAPHIC SCALE JO 0 ~-..-10 : •• I JO I ( IN FEET ) 1 inch = 30 rt. GENERAL LANDSCAPE NOTES 1 SUBMIT TO LANDSCAPE ARCHITECT (L.A.), ONE MONTH PRIOR TO CONSTRUCTION, CONFIRMED PROCUREMENT ORDERS FOR ALL PLANT MATERIAL. PROVIDE THE QUANTITY, LOCATION, PHONE NUMBER AND ADDRESS OF THE GROWER. 2 CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING QUANTITY OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. IF A DISCREPANCY BETWEEN THE PLAN AND PLANT SCHEDULE IS ENCOUNTERED, NOTIFY THE L.A. FOR CLARIFICATION IMMEDIATELY. 3 REFER TO CIVIL DRAWING SHEETS FOR GRADING AND UTILITY LOCATION. 4 CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING UNDERGROUND UTILITIES. CALL FOR UllLITY LOCATE PRIOR TO EXCAVA llON (800.424.5555). IF UllllllES ARE ENCOUNTERED, CONTRACTOR SHALL PROMPTLY INFORM GENERAL CONTRACTOR AND REPAIR ANY DAMAGES. 5 OBTAIN WRITTEN APPROVAL OF FINISHED GRADES FROM LANDSCAPE ARCHITECT PRIOR TO PLANTING OR SEEDING. 6 CONTRACTOR SHALL IMPORT 12 INCHES OF TOPSOIL FOR ALL LANDSCAPE AREAS TO PLACE OVIER MECHANICALLY COMPACTED FILL MATERIAL. COORDINATE WITH GENERAL CONTRACTOR TO DETERMINE QUANllTIES NEEDED. 7 CONTRACTOR SHALL IMPORT "ANIMAL FRIENDLY HOG FUEL" (WOOD CHIPS) OBTAINED FROM PACIFIC TOPSOILS, OR EQUIVALENT MULCH, TO BE PLACED OVIER ALL TOPSOIL AFTER PLANllNG. COORDINATE WITH GENERAL CONTRACTOR TO DETERMINE QUANllllES NEEDED. 8 CONTRACTOR SHALL INSTALL A TEMPORARY DRIP IRRIGAllON SYSTEM, CAPABLE OF DELIVIERING AT LEAST ONE INCH OF WATER PER WEEK TO ALL PLANTING MATERIAL, FOR ALL TEMPORARY DISTURBED WETLAND BUFFER PLANllNG AREAS TO OPERATE FOR A PERIOD OF TWO YEARS. 9 CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND LEA VIE SITE IN A NEAT CONDITION. 10 CONTRACTOR SHALL MAINTAIN SITE UNllL FINAL ACCEPTANCE IS RECEIVIED IN WRlllNG FROM THE OVINERS REPRESENTAllVIE. CONTRACTOR SHALL THEN MAINTAIN SITE AS DESCRIBED IN SPECIFICAllONS AFTER FINAL ACCEPTANCE IS RECEIVIED IN WRlllNG FROM THE OVINERS REPRESENT A TIVIE. 11 REFER TO WETLAND BUFFER MlllGAllON PLAN FOR CEDAR RIVIER CORPORATE PARK, PREPARED BY WPS, DATED MARCH 22, 2007, FOR MORE INFORM A llON. WETLAND BUFFER PLANT SCHEDULE IYIIIOL CODE QTY BOTAIICAL NAIE COIIICIN NAIii! I ' 0 TREES -,;-. M 15 ALNUS RUBRA RED AUJER --· BITTER CHERRY ~(/\ PB 41 PRUNUS EMARGINATA ,,,,,,,. 20 PSEUOOTSUGA MENZIESII '---·· IJOUGIAS FIR ~\17 PD RP 23 RHAMNUS PURSHIANA CASCARA - ~~· 8IIRlll8 ' ( -) AC 23 ACER CIRCINAlUM VINE MAPL£ l - 0 MA 68 MAHONIA AQUIFOUUM TALL OREGON GRAPE 0 oc 68 0EML£RIA CERASIFORMIS INDIAN PLUM (£1 RS 45 RIBES SANGUINEUM RED FLOWERING CURRANT 0 RN 68 ROSA NUTKANA NOOTKA ROSE TYP. DISTURBED 0 0 SE 68 SAMBUCUS RACEMOSA RED ElDERBERRY WEI\AND BUFFER ~ PlANTING BELOW @ ST 68 SPIRAEA DOUGIASII IJOUGIAS SPIREA (l) SW 45 SYMPHORICARPOS AI.BUS SNOWBERRY \ GROUND COVERS ' -10000000 )i rioo~0 oo,... GS 227 GAULTHERIA SflAl.J.ON SAlAI. ~ f"ff,,f MN 273 MAHONIA NER\IOSA LOW OREGON GRAPE; PM 204 POLYSTJCHUM MUNfIUM WESTERN SWORDFERN ' lalTURBED BIFFER ' ////////////////// 300 PSEUOOTSUGA MENZIESII IJOUGIAS FIR ////////////////// ////////////////// ////////////////// 100 THWA PUC.A.TA WESTERN RED CEDAR ////////////////// TYP DISTURBED WETLAND BUFFER PLANTING ! ' l t SIZE IIEIIAIIKI 1 GAL SEE PIAN 2 GAL SEE PIAN 2 GAL SEE PIAN 2 GAL SEE PLAN 2 GAL 6' o.c. 1 GAL 3' o.c. 1 GAL 4' o.c. 1 GAL 4' o.c. 1 GAL 3' o.c. 1 GAL 4' o.c. 1 GAL 3' o.c. 1 GAL 3' o.c. 1 GAL 3' o.c. 1GAL 4' o.c. 1 GAL 4' o.c. SEEDUNGS 5' o.c. SEEDUNGS 5' o.c. THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY Civil Engineers Sflucturat Engineers Landscape Architects Communffy Planners Land Surveyors TACOMA· SEATTLE 2215 North 3oth Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Project Title: Client: Cedar River Corporate Park Tarragon • Cedar River Corp. Park L.L.C. Job No. 1000 2nd Ave. Suite 3200 Seattle, WA. 98104 Murphy McCullough 206-233-9600 206200.40 Issue Set & Date: ISSUED FOR AGENCY REVIEW 4/16/07 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ~'!18(:frJ1' CERTIFICl\'fE NO. f3 i REUSE OF DOCIJMENJS HI DIXW3fT HM 1181 SIIID ElEClllllCM.I.Y It la:IRWlt DI WIC •2MJU 1111 IIW1ER IUI -IIIMfllDmD M."EP.i\tDI OF MT IF 1E lfalllAlDI <ti nl5i IXlallNT al. lNVMIMIE H IIIDIBT, IR' mRAD MIi Slli\1\IIE. ...... ,. .......... -.... N!IUfllT ............ -... """"' .. MIi. .te IS 11111' TD II: 111A II 'ID! 11111 PMT..L RI lllf 01IIR PIDGT IIHDUT IIITIN MIHIIZA'IDI ..-MB. & _________ _ Revisions: Sheet Title: WETLAND BUFFER MITIGATION PLANTING PLAN Designed by: Drawn by Checked by, HB/KC KC HB Sheet No. W3.1 4 of 7 Sheets -· / \ \ \ \ \ I ii I (----: -~ I C: \ \ I ------------=1 SPACING AS SPECIFIED GROUNDCOVER SPACING PLAN 3" OF MULCH -~ FINISHED GRADE LIGHTLY COMPACTED SOIL MIX WA TIRED THOROUGHLY FOR CONTAINERIZED GROUNDCOVER 2x THE SIZE OF CONTAINER SPACING X .86 FOR TRIANGULAR PAITTRN GROUNDCOVER ~-ADD 10-0-10 SLOW RELEASE FERTILIZER AS PER MFR RECOMMENDED RA TE FOR SIZE ~-BACKFILL WITH SOIL MIX WATER IN 1 GROUNDCOVER PLANTING DETAIL NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 \ \ \ \ / ! l I MATCHLINE SEE SHEET W3.1 -.:I' • M == ... Ill Ill 1~/ ~1=~1 T (~ lUJ~-~ ~' :JI J · / r-:Z:: I en Ill Ill en 3" OF MULCH -~ FINISHED GRADE • <O LIGHTLY COMPACTED SOIL MIX WA TIRED THOROUGHLY Zx THE SIZE OF CONTAINER .. f f- l j ! "'-=="=-' =-="'=='=="='=='=de=~~ I -:,-..___ •-------ADD 10-0-10 SLOW RELEASE FERTILIZER AS PER MFR RECOMMENDED RA TE FOR SIZE ~-BACKFILL WITH SOIL MIX WATER IN GRAPHIC SCALE ( IN FEET ) 1 inch = 30 fl ~ FINISHED ~ GRADE • :z N -~ :::E 80 I BACKFILL WlTH NATIVE SOIL AS SPECIFIED - WATER IN 6" LAYERS DO NOT TAMP Ill z 3" OF MULCH FORM CONTINUOUS ""'+--4" HIGH WATERING BASIN BERM 2x THE SIZE OF THE ROOT BALL LIGHTLY COMPACT NA TlVE SOIL MIX -WATER THOROUGHLY NOTE: 1. ADD 10-0-10 SLOW RELEASE FERTILIZER AT MFR RECOMMENDED RA TE. ~-~SH~R~UB~PL~A~NT~IN=G~D~ET-=-=-A-=-=IL~---~ NOT TO SCALE (a\i--=B~AR~E~R~O~OT~W~H~IP~----~ NOT TO SCALE NOTE: NOTE: 1. ADD 10-0-10 SLOW RELEASE FERTILIZER AT MFR RECOMMENDED RATE FOR SIZE. 2. DRIVE STAKES OUTSIDE OF ROOT BALL -SINGLE STAKE TREES LESS THAN 6'. 3. PLACE CROWN OF TREE 1" ABOVE FINISHED GRADE. :;z :::E 1/2" RUBBER • C) TREE CHAIN I co en w FINISHED ct:: GRADE < > • :;z N ::1 ~ • :;z N ~ :::E BACKFILL WITH SOIL MIX AS SPECIFIED - WATER IN 6" LAYERS DO NOT TAMP 2x THE SIZE OF THE ROOT BALL . / TREE STAKES - / -(2) PER TREE 3" OF MULCH -REMOVE WIRE BASKET & BURLAP ~1---LIGHTLY COMPACTED SOIL MIX -WATER THOROUGHLY 5 DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE w w f:: u.. 0 I-1" RUBBER :c t!) TREE CHAIN GJ :c • FINISHED N GRADE ~ • en I"'.) w ~ • :;z N :::E ~ BACKFILL WITH SOIL -WATER IN 6" LAYERS DO NOT TAMP \ I Zx\ THE SIZE OF THE ROOT BALL ' FLAGGING 10" SQ. MIN. TREE STAKES PLACED 2" BELOW SURFACE REMOVE WIRE BASKET & BURLAP LIGHTLY COMPACTED SOIL MIX -WATER THOROUGHLY CONIFER TREE PLANTING DETAIL NOT TO SCALE REFER TO SHEET W3.1 FOR PLANTING SCHEDULE ~ NOTES. THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors ~. mm~ TACOMA· SEATTLE 2215 North 30th Streer, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Pro iect Title, Cedar River Corporate Park Client, Tarragon • Cedar River Corp. Park L.L.C. Job No. 1000 2nd Ave. Suite 3200 Seattle, WA. 98104 Murphy McCullough 206-233-9600 206200.40 Issue Set & Date, ISSUED FOR AGENCY REVIEW 4/16/07 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ~Wafie1""- CERTlf'IC/\,E NO. f 3 i & _________ _ Revisions, Sheet Title, WETLAND BUFFER MITIGATION PLANTING PLAN Designed by, HB/KC Sheet No. Drawn by: KC Checked by, HB W3.2 5 of 7 Sheets ... • C') == ti Ill :c 0 Ill Ill fA Ill z -... :c CJ = :E / / / r- CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 l (+7}·· ~ .. ------. nT/lIT r~·~~J_ /J___,___/DU.---L___J_ I I _L_I I L . I .L ,;t.' C'-.J \ ' ' i I \ I I I I \ \ \ \ \ I \ I I \ ·"... I J / ' . I / ,,,,.~ __ ~-· ~~ .. --------... -.. ,-------···-,,_ ·-···-s,~., • ),;; - " '· I I, !1. , /, i 1 • I : : I I 1/: I I i I I · 1 '. I \ NOTE: \ • .... (!{5:) . -.,. . GRAPHIC SCALE k.-.-1--'i __ j ( IN FEET ) l Inch = 30 fl REFER TO SHEET W3.1 FOR PLANTING SCHEDULE $ NOTES. 60 I \, \ THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY Civil Engineers Stmctural Engineers Landscape Architects Community Planners Land Surveyors mNeighbors mitr " TACOMA· SEATTLE 2215 Norlh 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Project Title, Cedar River Corporate Park Client, Tarragon • Cedar River Corp. Park L.L.C . Job No. 1000 2nd Ave. Suite 3200 Seattle, WA. 98104 Murphy McCullough 206-233-9600 206200.40 Issue Set & Date, ISSUED FOR AGENCY REVIEW 4/16/07 STATE OF WASHINGTON REGISTEREO LANDSCAPE ARCHITECT J/etJ/!1af!n"-. CERTIFICl,'fl NO. f 3 i & ________ _ Revisions: Sheet Title, WETLAND BUFFER MITIGATION PLANTING PLAN Designed by, HB/KC Sheet No Drawn by: KC Checked by, HB W3.3 6 of 7 Sheets ... Ill Ill :::c en Ill Ill en Ill z -... I n I I O~D 1... .. I I zl I = ~1 ~=='=='=-'-I_) __ _ :e "'""'== I I I L I CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 ··-·-·-------·-s,,-=····=-~· l~ i MATCHLINE SEE SHEET W3.3 T I I ! ·I- I I / t I I / I I I I I ! ' I I +·---- ! T---·- -------~-~ -·----·-·--·---·--- ···:::::·: ='= = "''""' ~~..:-;;_,,,;;;---. ----------·-------- 30 I 1// V/ -·-1 r' / ::::J ·:%: (.CJ %' ;;; u ~i f_) ~ t~ ~ / f? / r< ~ V/ (/ ~ ':%: ~/' / ~ ,;,;;: f'/'. 8~ f;,;;: ~ ~-'% ~ / / (/ ,1 [;;/ ~ ~ ~ / ~ ~ P',;:;// [/_/{_, ,-- LO i.-- {/) ) ----·--... -... , ..... -............... -----.------.. -· ·----~ _. >~--··-' •.• :, .. GRAPHIC SCALE 00 IN FEET ) 1 Inch = 30 ft. NOTE: REFER TO SHEET W3.1 FOR PLANTING SCHEDULE $ NOTES. THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY Civil Engineers Sfroctursl Engineers Landscape Architects Community Planners Land Surveyors w,:, TACOMA SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattfe, WA 98101 206.267.2425 TEL Pro iect Title, Client, Cedar River Corporate Park Tarragon • Cedar River Corp. Park L.L.C. Job No. 1000 2nd Ave. Suite 3200 Seattle, WA. 98104 Murphy McCullough 206-233-9600 206200.40 Issue Set & Date, ISSUED FOR AGENCY REVIEW 4/16/07 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT #e!r;8~~ CERTIFIC,'}'IT NO. f3 i REUSE OF D0CUMEN1S 111 DCmBT IMS 119 SICIED £lEC111NCM1.Y If ~ DI 1MC 1S.ZMIII NJa CWVIEII: IU4 D. IIIAUHRZED ALBATDI IF M'f IF 1£ IRIIIMDI QI 1115 DlmlNT aJ. IMilWE H mBf, WY IIIIIRATIII HfJ SIM1111E. 11£ IDS NII fDlillS ~ID IIIEII, AS Ml IORIINT IF........_"""' I TI£ Plll'IIIIY IF AIB. M> IS Im II IE UB,, If 'IQ£ Ill If PMT, RI: M'f 01IER Pm£!' WIIIIIT WIT19I AUIIIIZAllll If MB. & __________ _ & ________ _ Revisions: Sheet Title: WETLAND BUFFER MITIGATION PLANTING PLAN Designed by, HB/KC Sheet No. Drawn by: KC Checked by, HB W3.4 7 of 7 Sheets 5 AC AV£.) Jij.,_SJ; sr C 100 0 - CEDAR RIVER CORPORATE PARK SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 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RR NO BJ0811006 ' ' ' ' ' ' ~'(.~., .. ,._., f i ,_"t__ ""9U££2ti filll!iN?Tff Y"" (iji'if@"'~~Q;.:::~·,.,-: ~.:.5tCE ~1 1 ':'~f / ; l ~j _:::; i J5 ,. ,,, &BOO SF 91)1 ,,, 210.n 4U .711J I I I 558.4 I I .\ \ ' \ \ \ I \ I ---·-··--·-·- Ci1111 Engineers Struciural Engineers Landscape Architects Community Planners Land Surveyo,s Neighbors TACOMA SEATTLE 2215 North 30th Stree~ Suite 300, Tacoma, WA 98403 253.3832422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206267.2425 m P r oje ct T it l e: Cedar River Corporate Park Tarragon • Cedar River Corp. Park L.L.C. J o b N o 1000 2nd Ave. Suite 3200 Seattle , WA. 98104 Murphy McCullough 206-233 -9600 206200.00 Is sue S et & Da t e: '- Issued For Site Plan Review 12/15/06 I EXPIRES b/4108 REUS!' Of D0CUMEN1S l\l lS OOCU MDJT HIIS BEEJ.l SIC~ED E\ICTRON ICAL LY I~ AlWRIJ l,.~l ~ i/llH w~c i96 --2l-D7li AN D CHAPlER 19.~4 RC"N U~'AUTilffi-"Zffi i\l TERATlON 01 A~Y if THE INfOI\M~lll'i'I ON 11!15 COCLl~rnT 11111 IN~AI I0~1E lHE OOW~lNI , ~y Cl:RTinr.ATI11"1 Aflr, SOIA!UR I:. nJ E !CHS M-10 O[Slf.W ~ IN fmPCR A-l[D Hlll~, AS AN l~~llll lWJ1H Cf !'!llJESstcmL SUi:l'1 Cf, IS ll£ PR«'ERT'r Cf" AI R AN~ 1, NOT TD HE osrn. 'ti WH OLE o.~ IN l'Ml, FOR ~NY Ol\U PROJECf 'lflHOIJ l l\lll l l[N ~U lllCJII.I Alll»J OF AIR. & __________ _ Lh __________ _ R e vi s ions: Sh ee t T,tl e Neighborhood Detail Map De s i gne d by : JKC S heet N o . Drawn by : RNS C hecked b y , PBM Sheets 35 8 '-0" _J ,IL-------------+-------------+---------------+----------------+-----"""-----------------+---------------+----------------l----'-------------J,::l <I_ 118'-0 " ~ 31 3';\'·3%" 40 '-0 " 50'-0" 4';\'·81$" 49'·81$" 50 '-0" 40'·0" 39'·3%" I ~ &,./'---------"----------,r-----=..c=-------.r---+------'=---c=-----------,r--------'---"------------.~--------"-------~~--------'=----------+--+--------'-"----------~~·-----'-"'------.r ~ ~ 31' 1'8 EXT FACE OF UJA LL ---r;:----·------_:-~-------:;ii ~---------,. I I I I 3 '-e;l " I I ~----rF~-------+--------,-~ I l====!c==,..-----------,r"""!r=======;i,=-----------.,,..,,==-~-."'-~------+-==/ a ~ ' a,. -.\) ~ "' ~ I I I --'\.-----LI==;,,,------------------------1 EXT FACE OF UJ ALL 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 ----------.---------------...-------- I ! I I I I I I I I I I I I -----~~f----. = FLC:,C:,R PL.AN BUfLDING A PRO PO SED FIN ISH GRA DE TO MATCH EXIST ING ELEVA TI ON 1/1 6 " = l'-@11 WEST EL E 'v" AT I C:,N NC:,RT+--+ ELE'v".AT r c:,N 1/1 0 11 l ' -@ " ' . D I -~= llll iPi I 111 I .::11 -I 11~1· ,:il·fl , 1 ·i;r,i ~I I ,i I . •. .. . •. ' . . . . ' . ... . : . ' . . ' ' . ~. ,. ,. ' EAST ELE'v".AT I C:,N 1/1 6 11 11-'2')" D ... . ' ----~--' ' ~ . . ~ . ;-: ---·· . . . . --. ------ SHOEBOX LIGHTING, PA IN TED CONCRE TE TYPICAL TILT -UP PAN EL, TYPICAL RE VEAL, TYPICAL O . EX TER IOR FAC E OF UJ ALL :----.._ REVE AL PARAPET 6E YOND PARAPET · MEC HAN ICA L UNI T \__ROOF STRUCTURE CONC RETE TI LT -UP PANEL FINISH FLOOR SEC:.TIC:,N 1/16" • I' -0 11 . ., A .....uJ f----~W-""' : . "-- ; ---------f----- I I I I I I I I I I I I ,I IF'-----, ---------+-1------~ -----------=,.,====!J I I I I I !---~----------,~ I I I I '.e,11 I I ~------'I.- I / / / / ----------------------r ! I I I I I I . -------------- ' ' ' : I I I I I I / / / / / ,----H=~----------~---------,<-----,L-------+-----+ ------25 ~-e>" 25 '-11%" ----PA RAPE T UJ ALL TO CONCEA L TIN TED GLAZ ING AT STOREFRON T AN D UJINDO UJS, TY PIC AL MEC HAN ICAL UN ITS, TY PICA L --=----------------------=::.- 5 3'·0%" SC:,UT+--+ I ELE'v".AT r C:,f'-1 1/1 6 11 1'-011 SECTI ONAL ME T AL ROLL ~ I UP DOOR, TY PICA L D D I ---~-r~L" ,---,,,, ,--. ---, r--. _,..: ,-._ ,", ''l~l-1 ;- II "I ------' ---,-' ' ' ---,/ ' ' -., ,/ ' ' ---_,· ' ·----:,,,,,,·-. _____ : : .. --,,-·-----.! : _.,,/ ______ i : _____________ : if mim. f " Civff Engineers Slruclura/ E~ Landscape Architects Community Planners Land Surveyors Neighlxxs TACOMA · SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue , Suite 1620, SeaWe , WA 98101 206.267.2425 TEL P r o j e ct T i tl e : Cedar River Corporate Park Tarragon • Cedar River Corp. Park L.L.C. J o b No. 100 0 2nd Ave . Suite 32 00 Sea tt le, WA. 9810 4 Murphy Mc Cullough 206-233 -9600 206 200.00 I s sue Se t & Date: Issued For Site Plan Review 12/15/06 I EXPIR ES 6 / 4 I @8 REUSE OF DOCUMENTS 11ns ll()(:IJ~ENT IIAS dFF W Slf,N ED Elfr.11<1)/\l,~l,I_I .Y I~ ACCORD AI.Jl1 WI TH WAC 196 LS UlD AND CH APlt r.: 19.34 R~~- IJH AUlH OO l/1:U Al fE RA IIL:+J tJI-11m DF THE tt,a-()Hhl /\110~ ON l HI~ IXJ~U ~EN T Will lMVfJ..lJ AfE 1H[ lllJUJ ~T. IIY CU?IJUllctl Alfl 9 ~A IURl Ill-IIJUS 00 l):,Jr,s'S l~D.H'(flA!lD fH EIW, AS AN INS llitll,lt NT IT P!!OFl:S S!lllJ A! SIJM CE , IS lff PRN'[RTY lf AH~L M:D iS ~OT TO BE IJSrn, I~ ~m LE OR N PA~T. FCfl A~Y Olll [R ?::wxcr ',\TIH r:ll T WRITlDi AUlHOR·/HD~ Cf AHfl. ·-· & __________ _ & __________ _ R ev i si o ns : Sh e et T i t l e : Building A Plan l Elevations Desi gn ed by: JKC Sh ee t No . D r a w n by: RN S Ch e c ked by PBM ----· --· CEDAR RIVER CORPORATE PARK SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON END OF HIGH WATER MARK AND SETBACK FOR SPRING BROOK CREEK, TERMINAL END OF STREAM DUE TO TOPOGRAPHY. UTILITY EASEMENT PER RECORDING NUMBER 8603270854 NORTH HALF S.W. 23RD ST. VACATED PER ORDINANCE NUMBER 3978 i ----·-~---·-· ----·-· --·-·--·--~----·-------· !._ __ CONCRETE SIDEWALK AND PARKING AREAS, TYPICAL WETLAND "B" 25 FOOT BUFFER -A PORTION OF WHICH IS ON OUR PROPERTY -36,093 S.F. (0.83 ACRE) WETLAND "A" 50 FOOT BUFFER -A PORTION OF WHICH IS ON OUR PROPERTY -15,476 S.F. (0.35 ACRE). NO PART OF WETLAND "A" IS ON OUR PROPERTY. Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors TACOMA , SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Project Title, Client, Cedar River Corporate Park Tarragon • Cedar River Corp. Park L.L.C. 1000 2nd Ave. Suite 3200 Seottle, WA. 98104 Murphy McCullough 206-233-9600 Job No. 206200.00 Issue Set & Date, Issued For Agency Review 3/6/07 I EJIPIRES REUSE OF DOCUMENTS ThlS OOCUM!Nr llA5 BEEN SJ~rn ELICfRC,'IICltlLY IN ACCORIJANCE l'llTH WAC 196-2}-070 AIW C'lWITR 19.3i RCW. U~AUTHORIZED Al.lIRATION Cf ANY Cf TH€ INfCR~A:lON CN THIS OOCU~ENT Mll lNYAlJDATE lHE DOCIJf.lrnT, MY CERTIFICATI0.1 AND Sl~NATlJRE. THE IDEAS AND CBIGNS iNOORPORAIE.D HEREIM, AS liN INSTRI.JME.NT OF PIME>:IUNAf. Sr.R"1ti:, IS THE PROPERTY Of AHBL AllV 15 NOT TO BE IJ5ED, IK \f1llE OR IM PART, FOR ANY OHU PRO.EC! \'IIIHOU! WH.ITIEN AUIHORIZATION OF ~.HBL & ________ _ .4, _________ _ & _________ _ & _________ _ Revisions: Sheet Title: Designed by: JKC Sheet No. Site Plan Drawn by: RNS B0.1 Checked by, PBM of Sheets ~ er: <( a.. . a.. a: 0 () a: w > -a: a: ' <( -' 0 w () , CEDAR RIVER CORPORATE PARK I SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHl~GTON I I .. I I 11 ! I I I I w GRAPHIC SCALE 100 200 ; j ( IN FEET ) 1 inch = 100 ft. / / TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)8, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL lRENCH SAFETY SYSTEMS SHALL MEET -1HE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. . UTILITY NOTE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY ANO ALL DAMAGES THAT HAPPEN DUE TO THE CONlRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS,-DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. AUTOCAD NOTE AN AUTOCAD DRAWING FILE IS AVAILABLE FOR SITE LAYOUT. FIRE SPRINKLER NOTE WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO SERVE ONLY A FIRE SPRINKLER SYSTEM, A SEPARATE DETAILED PLAN MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION. FIRE PROTECTION NOTE THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE PROTECTION SYSTEM, INCLUDING HYDRANT LOCATIONS, MAY DEVIATE FROM THE SYSTEM SHOWN. THE FINAL DESIGN SHALL BE SUBMITTED TO AND APPROVED BY THE FIRE MARSHALL CONTRACTOR'S BID SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN. CONTRACTOR SHALL COMPLY WlTH ALL NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY 'NFPA 13", ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISITION OF ALL PERMITS. UTILITIES/SERVICES WATER: SEWER: GAS: PHONE: ELECTRIC: CITY OF RENTON CITY OF RENTON PUGET SOUND ENERGY QWEST PUGET SOUND ENERGY EARTHWORK CALCULATIONS 0.5' S1RIPING 2.5' FILL NOTE: THESE QUANTITIES ARE FOR PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL DETERMINE HIS/HERS OWN EARTHWORK QUANTITIES. I --· ...... __ ,, ...... AS·BUIL T REQUIREMENTS THE CONTRACTOR SHALL MAINTAIN RECORD DRAll'ING(S) OF ALL UTILITIES SHOWN ON THE PLANS AND EXISTING-::;--' UTILITIES ENCOUNTERED AS CONSTRUCTION PROGRESSES. THESE DRAWINGS SHALL INDICATE DEVIATIONS FROM lHE DESIGN PLAN. REFERENCE DISTANCES BETM::EN THE RELATIVE LOCATION OF THE NEWLY CONSlRUCTED IMPROVB!ENTS AND A PERMANENT MARKER SHALL BE OBTAINED. THE LOCATION OF SlRUCTURES, VALVES, BENDS, TEES, AND · RELATED APPURTENANCES SHALL BE INCLUDED. THESE RECORDS SHALL BE AVAILABLE FOR REVIEW BY THE ENGINEER AT ANY TIME DURING CONSlRUCTION. THE CONTRACTOR SHALL GIVE THESE RECORD DRA\\1NGS TO THE ENGINEER IMMEDIATELY UPON COMPLETION OF ALL UTILITY INSTALLATION. CONSTRUCTION SPECIFICATION CONSTRUCTION SHALL BE PERFORMED CONFORMING TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 1996 STANDARD SPECIFICATION. WATER PRESSURE STATIC WATER PRESSURE TO BE DETERMINED SITE ADDRESS PARCEL NO. 3340400285 PROJECT AREAS TEXT BUILDING DESIGNER AHBL, INC. 2215 N. 30th STREET, SUITE 300 TACOMA, WA 98403 CONTACT: JIM CARLETON PHONE: (253) 383-2422 FAX: (253) 383-2572 SURVEYOR BUSH, ROED, & HITCHINGS 2009 MINOR AVE. EAST SEA TILE, WA 98102 CONTACT: STEVE HITCHINGS PHONE: (206) 323-4144 FAX: (206) 323-7135 CM/ Engineers Stroctural Engineers Land SurveyOlS OWNER/DEVELOPER TARRAGON, LLC 1000 SECOND A VENUE, SUITE 3200 SEATTLE, WA 98104 CONTACT: MURPHY MCCULLOUGH PHONE: (206) 233-9600 CIVIL ENGINEER AHBL, INC. 2215 N. 30th STREET, SUITE 300 TACOMA, WA 98403 CONTACT: CONNIE LINDEN PHONE: (253) 383-2422 FAX: (253} 383-2572 TACOMA · SEATTLE 2215 North 30th Street, Suile 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 253.383.2422 TEL 206.267.2425 TEL NO. RE.VISION BY DATE APPR ........... I I I I I I BRH ......... CTH DRAWN, SDC - """""""' I I b,i """"' 1"=100' ONE INCH AT FUU. SCALE IF NOi' ONE INCH =-· ~ VICINITY MAP N NO SCALE LEGAL DESCRIPTION ALL OF BLOCKS 2 AND 3, AND LOTS 27 AND 28 IN BLOCK 1, ALL IN C.D. HILMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE(S) 74, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 10 FEET OF LOTS 15 TO 28, INCLUSIVE, IN SAID BLOCK 3, CONVEYED TO THE CITY OF RENTON FOR SlREET, ALLEY AND OTHER PUBLIC USES AND PURPOSES BY DEED RECORDED UNDER RECORDED AUDITOR'S FILE NUMBER 6391019; TOGETHER WITH THE VACATED PORTION OF MAPLE AVENUE S0UTHW£ST (69TH AVENUE SOUTH) LYING SOUTH OF THE SOUTHERLY LINE OF SOUTHWEST 21ST STREET AND NORTH OF THE NORTHERLY LINE OF SOUTH\\cST 23RD STREET; AND TOGETHER WITH THE VACATED PORTION OF TAYLOR AVENUE SOUTH\\cST (91ST AVENUE SOUTH) HAVING A WlDTH OF 60 FEET, MORE OR LESS. LYING SOUTH OF THE SOUTHERLY RIGHT-OF-WAY MARGIN OF SOUTH\\cST 21ST STREET EXTENDED, .~Nli NORTH OF THE NORTHERLY RIGHT-OF-WAY MARGIN OF SOUTHWEST 23RD STREE1 EXTENDED AND LYING BETWEEN BLOCKS 1 AND 2; AND TOGETHER WlTH THE VACATED,PORTION OF SOUTHWEST 23RD STREET (SOUTH 160TH STREET) HA VlNG A 'MOTH OF 30, FEET, LYING ADJACENT TO THE SOUTHERLY LINE OF BLOCKS 2 AND 3, EAST OF THE WESTERLY LINE OF BLOCK 3, EXTENDED SOUTHERLY, AND WEST TO THE WESTERLY LINE OF BLQCK,1, EXTENDED SOUTHERLY. ,' ·,,. , SHEET INDEX/TAB[E 'OF,, CON.TENTS co.a C1.0 Cl.1 Cl.2 C2.0 C2.1 C2.2 C2.3 C2.4 C2.5 C2.6 C2.7 C2.8 C2.9 CJ.O C3.1 C3.2 C3.3 C3.4 C3.5 C3.6 C3.7 C4.0 C4.1 C4.2 C4.3 C4.4 C5.0 C5.1 C5.2 C5.3 CS.4 C5.5 C5.6 C5.7 C6.0 C6.1 C6.2 COVER ~nEET TESC & DEMOLITION PLAN (WES n ~ TESC & DEMOLITION PLAN (EAST) . ., .. "\ TESC & DEMOLITION NOTES AND DETAILS '; PAVING PLAN C WEST . .. PAVING PLAN ( EAST GRADING PLAN WEST • -GRADING PLAN EASTl PUMP STATION NOTES & DETAILS .. , " POND SECTIONS \ GRADING & DRAINAGE NOTES & DETAILS ·· . ·t GRADING & DRAINAGE NOTES & DETAILS . . GRADING & DRAINAGE NOTES & DETAILS ' GRADING & DRAINAGE NOTES & DETAILS ... COMPOSITE UTILITY PLAN . -t., . ' DRAINAGE PLAN & PROFILE '\. DRAINAGE PLAN & PROFILE ··, ' ·,\ DRAINAGE PLAN & PROFILE ... i DRAINAGE PLAN & PROFILE \ DRAINAGE PLAN & PROFILE '· -DRAINAGE PLAN & PROFILE -~~-~-, DRAINAGE PLAN & PROFILE . ._....,.. .. . '-l SE\\cR PLAN & PROFILE \ SEWER PLAN & PROFILE ~ SE\\cR PLAN & PROFILE \ SEWER NOTES & DETAILS '\ SEWER NOTES & DETAILS WA 1ER PLAN & PROFILE WATER PLAN & PROFILE . WATER PLAN & PROFILE '• WATER PLAN & PROFILE WATER PLAN & PROFILE WATER PLAN & PROFILE WATER PLAN & PROFILE WATER NOTES & DETAILS LIND AVf.. IMPROVEMENTS C UNO AVE. IMPROVEMENTS NOTES & DETAILS LIND AVE. IMPROVEMENTS NOTES & DETAILS CITY OF RENTON ,., Planning/Building/Public Works Dept. " . VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS .. BUTTON V.,TH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A . MONUMENT CASE APPROXIMATa Y 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-\\cST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVD BB IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH B9"51 '58' \\£ST CONSTRUCTION SEQUENCE 1. ARRANGE AND ATTEND PRE-CONSTRUCTION MEETING WITH CITY OF RENTON, OWNER, AND ENGINEER. 2. FLAG OR FENCE CLEARING LIMITS. 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN 'MTH NAME AND PHONE NUMBER OF ESC SUPERVISOR. . 4. INSTALL CATCH BASIN PROTECTION AS REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 7. CONSTRUCT SEDIMENT POND. 8. CLEAR AND GRUB SITE. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, SEDIMENT POND, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT.) 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 12. RELOCATE SURFACE WATER CONlROLS 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 OF RENTON EROSION AND SEDIMENT CONlROL STANDARDS. 13. ROUGH GRADE SITE. 14. COVER ALL AREAS THAT 'MLL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE \\cT SEASON WITH S1RAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 15. CONSTRUCT DETENTION POND AND CONVEYANCE SYSTEMS. STORMWATER FACILITIES SHALL NOT BE PLACED ONLINE UNTIL SITE IS STABAUZED AND APPROVED BY CITY OF RENTON • 16. CONSTRUCT SANITARY PRIVATE MAIN AND SIDE SEWERS . 17. CONSTRUCT WATER MAIN LOOP, FIRE SERVICE, DOMESTIC SERVICES AND IRRIGATION SERVICES. 18. FINE GRADE AND PAVE . 19. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS . 20. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 21. LANDSCAPE SITE AND CONSTRUCT FENCING PER LANDSCAPE AND MITIGATION PLANS. 22. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED ONCE APPROVED BY CITY OF RENTON. CHECKED FOR COMPLIANCE TO CITY STANDARDS CEDAR RIVER CORPORATE PARK CONCEPTUAL COVER SHEET ! EXPIRES G / 4 I @8 .. ,., 12/22/06 CO.O SHEm Of: 1 38 Ji ' ' . CL. a: 0 () a: w > -a: a: <( Cl w 0 CB RIM 20 29 IE 8"PVC W 18.2 IE S"PVC N 181 NO PIPE FOUND TO EAST NO. REVISION BY DATE KEY NOTES (i)coNSTRUC110N ENTRANCE@ <i)cATCHBASIN SEDIMENT PR01EC110N@ @FlLlER FABRIC FENCE@ ©PROlECT EXIS11NG CATCHBASIN. @PROTECT EXIS11NG FIRE HYDRANT /VAL VE. @PROTECT EXIS11NG WETLANDS AND WETLAND BUFFERS, SEE GENERAL N01ES. (z)TEMPORARY POND@ @PROTECT EXISTING FlBER OP11C MANHOLE. SEE GENERAL NOTES 1 & 2. ' (VPROTECT EXIS11NG FlBER OP11C LINE. SEE GENERAL NOTES 1 & 2. @PROTECT EXIS11NG TELECOMMUNICA110N MANHOLE. SEE GENERAL NOTES 1 & 2. \11)PROTECT EXIS11NG TELECOMMUNICA 110N LINE. SEE GENERAL NOTES 1 & 2. @PROVIDE RIP-RAP PAD. @PROTECT EXIS11NG LIGHT POLE. Q±f PROTECT EXIS11NG PETROLEUM PIPELINE MARKER. @)PROTl:CT EXIS11NG PETROLEUM PIPELINE. SEE GENERAL NOTES 1 & 2 @)PROTECT EXIS11NG POWER LINE MARKER AND POWER LINE. SEE GENERAL NOTES 1 & 2. @PROTECT EXIS11NG WATER LINE. SEE GENERAL NOTES 1 & 2. @)PROTECT EXISTING SANITARY SEWER LINE. SEE GENERAL NOTES 1 & 2. LEGEND ill t\11 CLEARING/WORK LIMITS -···-···-···-···-.. -lEMPORARY POND ~ C1.2 11 e e FlL lER FABRIC FENCE Cl1• ll/JJi RIP-RAP PAD '-9) CATCHBASIN SEDIMENT PR01EC110N@ CONSTRUC110N ENTRANCE@ 4' ~a· QUARRY SPALLS EXTENDED TO SILT FENCE, 1' THICK AT POND BOTTOM (DPOND WEIR 1 NOT TD SCALE Planning/Building/Public Works Dept. AT FULi. SCALE F NOT ONE INCH APPR """'""""""""' VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON v.lTH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVA11DN = 18.84 CONVERSION FACTOR FROM NGV\l 29 TO NAV\l 88 IS +3.56' HORIZONTAL DATUM PER .RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58' WEST SHEET: C1 .0 ~ a: <( a.. . a.. a: 0 () a: w > -a: a: <( 0 w () .. Ill Ill II GRAPHIC SCALE 20 40 I I ( JN FEET ) 1 inch = 40 ft. CEDAR RIVER CORPORATE PARK I I , ., .. :JO' •. .,,I I \I I \\ SDMH f<IM '19.22~ ===I=== IE 12"CP E 15.8 / IE 6"PVC S 15.8 IE 15"CP N 15.6 : I I i I I I I I I I I I I I I I I I ! ' .JJ I II PROJECT B NCHMARK N: 5076.63 ~ E: 6349.34 BM fl TOP OF NW FLANGE BOL'll OF FIRE HYDRANT. I ELEV.=21.95 __J'"·· }I)' • '" VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTION WITH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCrED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVO 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58" WEST GENERAL NOTES LEGEND 1. 2 . 3. 4. 5. 6. 7. 8. 9. CONTRACTOR SHALL CONTACT UTILITY PURVEYORS PRIOR TO CONSTRUCTION TO LOCATE UTILITIES. CONTACT ENGINEER IF DISCREPANCIES OR CONFLICTS WITH PROPOSED UTILITIES. CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING UTILITIES LOCATION, SIZE, AND INVERT /CROWN ELEVATION AS REQUIRED TO CONSTRUCT PROPOSED IMPROVEMENTS. CLEAR AND GRUB SITE WITHIN CLEARING/WORK LIMITS. CONTRACTOR SHALL PROTECT WETLAND AREAS, INCLUDING BUFFER. CONTRACTOR SHALL PROTECT EXISTING WETLANDS AND WETLAND BUFFERS. NO WORK SHALL BE DONE WITHIN WETLAND AREAS. CONTRACTOR SHALL ENSURE ALL NECESSARY MEASURES ARE IN PLACE AND MAINTAINED TO PREVENT CONSTRUCTION RUNOFF FROM ENlERING DESIGN A lED WETLAND AREAS. PROVIDE TIRE WASHING AT CONSTRUCTION ENTRANCE AS NEEDED. CONlRACTOR SHALL SWEEP AND /OR CLEAN ROADWAY AS REQUIRED. CONlRACTOR SHALL PROVIDE MEASURES FDR DUST CONTROL PROVIDE INlERIM CATCH BASIN PROTECTION AT ALL EXISTING AND NEWLY INSTALLED CATCH BASINS. CONTRACTOR SHALL PROVIDE PREVENTIVE MEASURES TO PREVENT UNTREATED RUNOFF AT SAWCUTS FROM ENlERING STORM SYSlEM AND WETLANDS. SEE SHEET C1.3 FOR ADDITIONAL EROSION AND SEDIMENT CONTROL NOlES. KEY NOTES U)FILlER FABRIC FENCEi \ C1.2 \j)PROlECT EXISTING \WETL DS AND WETLAND BUFFERS, SEE GENERAL NOTES. liJTEMPORARY POND@ ~] ,,lll l\T<l ~ CLEARING/WORK LIMITS _,,,_,,,_ .. ,_ .. ,_ .. ,_ TEMPORARY PONDW ~ a a . e FILTER FABRIC FENCE @ ff/JJ1 RIP-RAP PAD SHEEI': 3 OF, 38 ::x::: a: <( a.. . a.. a: 0 (.) a: w > -a: a: <( Cl w (.) ·------- EROSION AND SEDIMENT CONTROL NOTES 1. APPROVAL OF nus EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTilUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN {E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE. REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILllY OF THE APPLICANT/ESC SUPER"1SOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISlURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERl/1SOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOv.N ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION l'IITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOv.N ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDlllONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDlllONS (E.G., ADDlllONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6. TH ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPER"1SOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY RE"1EWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT.1 TO APRIL 30) AND OF MONTHLY RE"1EWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT 'MLL NOT PLASTIC COVERING NOTES CEDAR RIVER CORPORATE PARK VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON l'IITH PUNCH ON CONCRETE POST MONUMENT DOv.N 0.3 FOOT IN A 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION 9-14.5. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES 'MTH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOv.N FULL LENGTH AND THERE SHALL BE AT LEAST A 12 INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. 1'11-lEN THE COVERING IS USED ON UN-SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEET SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. HYDROSEEDING NOTES 1. HYDROSEEDING SHALL BE APPLIED TO SLOPES INDICATED • 2. HYDROSEEDING TO BE AS SPECIFIED IN LANDSCAPE SPECIFICATIONS. 3. APPLICATION TO BE 100 LBS/ACRE. 4. 500 LBS/ACRE 10-20-20 FERTILIZER, 2000 LBS/ACRE MULCH AND 40 LBS/ACRE SOIL STABILIZER TO BE APPLIED 'MTH SEED MIXTURE. 5. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 'MLL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ~~~i~JEctf~tff~1:~1~JH~A~EJr~J iiR:~r~NJ1]~~TEgF AN r---.._..,....~,,.,.--.,,,-C=l,_,_TY~O~F~R-=-=E=N,..,,..T.,__O;;::;..:...,;:N,_. =-:K<:,.INc...:;G:;;., . ..:;:C:.,,.;;O=--U:;.,;:N,..,,..TY.:..... .. ,:..,:,•"'-'W+A:.,,.;;.· .;:::.S.:.....H:;z.lN.::...;G;:;..T.:.....O;;:;_:_:N_,,,, c--""-'---------~---=--~--~~~~=·+;; ... ~~Ji:t:ir:.~~E RIGHT-OF-WAY. FILTER. FABRIC MAfER.IAL 60" WIDt ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV. ·-BURY BOTTOM OF FABRIC MA TERI AL IN 8" BY 12" TRENCH [[··.·•····•··· t-. . 5'L-o" 2'-6" -· I~ ----L ~ 6' MAX ---iJ FILTER FABRIC MA TERI AL ~ 2" BY 2". BY .. 14 GA, WIRE FABRIC OF EQUIV. " 6" "-n--'--~ s'-o .. 12" " <) R/W ~ EXISTING G,ROUNO ,-.,....-~~ 100' MIN. ----t (MA't BE REDUCED TO 50' MIN FOR' SiTES WITH LESS THAN 1 ACF<E OF EXPOSED SOIL.) R=25'MIN CONVERSION FACTOR FROM NGVD 29 TO NAVO 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58' WEST BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE 6. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BE 'MLL BE NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING.) PROVIDE 3/4" -1.5" WASHED . GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES Of' FILTER FENCE FABRIC ON THE SURFACE. DRY SEASON SHALL BE IMMEDIATELY STABILIZED l'IITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). B. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE 7. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS ADDRESSED l'IITHIN FIFTEEN (15) DAYS. GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR 'MTHIN FORlY-EIGHT (48) HOURS FOLLO'MNG A STORM B. THE SEEDBED SHALL BE FIRM 'MTH A FAIRLY FINE SURFACE, FOLLOl'IING SURFACE EVENT. ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 10. AT NOT TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE 'MTHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PA"1NG. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOv.NSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDlllONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLIEAN FOR THE DURATION OF THE PROJECT. 9. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULID BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. MULCHING NOTES 1, MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 2 TONS/ACRE. 2. MULCHES SHALL BE APPLIED IN ALL AREAS l'IITH EXPOSED SLOPES GREATER THAN 2: 1. 12. ANY PERMANENT FLOW CONTROL FACILilY USED AS A TEMPORARY SETTLING BASIN 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS 1'11-llCH CANNOT SHALL BE MODIFIED l'IITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL BE SEEDED BECAUSE OF THE SEASON. PR0"1DE ADEQUATE STORAGE CAPACllY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILilY MUST BE GRADED SO THAT 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILllY. 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), AU_ DISTURBED AREAS SHALL BE RE"1EWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE l'IINTER RAINS. DISTURBED AREAS SHALL BE SEEDED 'MTHIN 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 DOES INSPECTOR. THE DDES INSPECTOR CAN REQUIRE SEEDING OF ADDlllONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES OR DRAINAGE FACILITIES. EROSION CONTROL ~;,<'..,J.~OVERFLOW 2" BY 4" l\'000 POST ALT: STEEL F~NCE POSTS. BRUSH BARRIER NTS NOTES· 1. FOR SHEET RVNOFf OR FOi.LOWiNG DISCHARGE FROM A SEDIMENT TRAP OR PONO. 2. MAXIMUM SLOPE STEEPNESS PE;RPENO!CULAR TO FENCE UNE 1$ 1: 1. 3. MAXIMUM SHEET OR OVERI.ANO FLOW PATH LENGTH TO THE FENCE OF 100 FT. 4. IF 50% OR LESS OF lHE SOIL, BY WEIGHT~ JS. FIN( . PARTICLES SMALLER THAN THE U.S. StANp,6.RD SlE\IE ·NO. 200, THE EOS SHOULD BE EQU~L.TO OR.SMALLER-THAN lHE SIEVE SIZE THAT as,:: Of' THE SOIL CAN PASS THROUGH. R£'11SI N 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4• MtNJMU.M DIAMETER WASHED GRAVEL 6. FILTER FABRIC FENCES SH~Ll BE REMOVED WHEN. TI-1.E't' HAVE SERVED 11-IEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STAE!IUZEO. 7. FILTER FABRIC FENCES SHALL BE INSPECTED .IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RA!NF'ALL ANY REPAIRS SHALL BE MADE IMMEDIATELY, FILTER FABRIC FENCE DETAIL e~. ~~~. ~ STANDARD PL.MtS LST DATE: 04/04 BY PPR DWG. NAME: 8066 SP PAGE: 8066 FILTER FABRIC FENCE NOT TD SCALE EXISTING DRIVEWAY. / .· . RAMP OR SITE ACCESS ROAD PLAN NTS 1. Use 4" to 8" qucirfy spoils·-or Crusf'led roC:k for -surfocing as shown. Material with 'fines' is nl?_t: occept<Jble. 2. The 100• minimum length shall bEl ·lengthened os necessary to Insure moteriol is not tracked lntri the public right-of-way. TEMPORARY CONSTRUCTION ENTRANCE e+ ~O~~N . STANtlARD PUNS 1ST DATE; 04/04 DA R SI N BY PPR D OWG. NAME: 8068 SP PAGE: 6068 0 CONSTRUCTION ENTRANCE NOT TD SCALE ·WET SEASON• REQUIREMENTS ANY SITE 'MTH EXPOSED SOILS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) SHALL BE SUBJECT TO THE SPECIAL PR0"1SIONS BELOW. THESE SPECIAL PR0"1SIONS ARE REQUIRED IN ADDlllON TO THE STANDARD ESC COVER MEASURES. THESE PR0"1SIONS INCLUDE COVERING ANY NEWLY SEEDED AREAS 'MTH MULCH AND INDENTIFYING AND SEEDING AS MUCH DISlURBED AREA AS POSSIBLE PRIOR TO SEPTEMBER 23 IN ORDER TO PR0"1DE GRASS COVER FOR THE WET SEASON. (TO BYPASS PEAK STORM VOLUMES) 1. THE ALLOYrrn TIME THAT A DISTRUBED AREA CAN REMAIN UNWORKED l'IITHOUT COVER MEASURES IS REDUCED TO TWO (2) DAYS, RATHER THAN SEVEN (7) DAYS. 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS. 3. COVER MATERIALS (PLASTIC, MATTING, ETC.) sumaENT TO COVER ALL DISlURBED AREAS SHALL BE STOCKPILED ON SITE. 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED 'MTHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 6. FIFTY (50) LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE. DUST CONTROL 1. DUST IS TO BE CONTROLLED ON THE CONSTRUCTION SITE. 2. WATER TRUCK 'MLL BE USED TO CONTROL DUST ON DIRT /GRADED AREAS ONLY. 3. NO SITE RUNOFF IS TO BE GENERA TED BY OVER USE OF WATERING. 4. CONTROWNG DUST ON PAVED ROADWAYS 1'11LL BE DONE BY THE USE OF A SWEEPER 'MTH WATER-JET SPRAYERS. NO RUNOFF FROM SPRAYERS SHALL REACH THE CATCH BASINS. CATCH BASIN •3003 SEDIMENT ONLY PR0"1DE CATCH BASIN SEDIMENT PROTECTION l'IITH STREAMGUARD BASIN INSERT f3003, FROM BOV.,,EAD MANUFACTURING CO. 1011 SW KLICKITAT WAY SEA ffiE, WA 98134 PHONE: 1-BOD-909-3677 INLET PROTECTION NOTES, 1. FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. 24' CATCHBASIN SEDIMENT PROTECTION NOT TD SCALE Suuctwal Engi~rs ~I iB I 0 FILTER FABRIC FENCE ffi ~ L-+-+----Lt- TEMPORARY POND 4 NOT TD SCALE RECOMMENDED CALL TWO BUSINESS CHECKED FOR COMPLIANCE I EXPIRES FOR APPROVAL TO CITY STANDARDS THESE DRAWINGS ARE NOT TO BE BY____ DAYS BEFORE YOU DIG ~.,;.~:-1~ .. ~':"' ------------DATE ---UKAllnKRlEDAL'JWTJQICf#f((f'TI£1(f(FXA1lQICN1HS USED FOR CONSTRUCTION UNLESS BY____ 1-800-424-5555 --------DATE__ .. ,:t~~lljg'£'~,. SIGNED BY THE REVIEWING AGENCY ------------DATE----~i:;,':W'J:~~'1:/llW,',i;\':,i Landscape.Mh/tecl$.-----.-----------------.----.--~~~~~~l!l!l!!~~!!!!!!!!~~~~ll!!J!IIL_B~Y~=-=-=-=-=-=-=-=-=-=-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~·'~~~~:J1=:-~=~,;;-~""""~"""""~~""~"~..,.~Lj SllM.YED: SCALE: D,t.TE: TACOMA , SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 CommunftyP/an,e,,~===:==============================:===::===:===:e--.....,-m,-BR_H ___ __, AS SHOWN ~~.l.."1111 .~--1111. Cl TY OF CEDAR RIVER CORPORATE PARK,.· 12/22/06 i.andSur,eY"" CTH CONCEPTUAL ,)::' ,·,<ffu "ElJJIIOOK, Neighbors 253.383.2422 TEL 206.267.2425 TEL NO. REVISION BY ~ RENTON 1,1 ~" ....., -SDC ONE 1NCH t'i:.\. · . ,,t:\1 ""....,= .. ~..,=.---< •r ru11 = Planning/Building/Public Works Dept. TESC & DEMOLITION .,:\\f..-,'' C 1 2 F t«1T at£ INCH ~(: \,1 \;:,;,·~ • = ACCORDNllY NOTES & DETAILS ,,,.., SHEET, 4 °''38 DATE APPR ~ l . .L._ ... ~ a: <( D.. . D.. a: 0 (.) a: w > a: a: <( 0 w (.) SDMH RIM 21.60- IE 36"CP N 14.3 IE 36"CP S 14.2 CB RIM 20.29 IE 8"PVC W 18.2 IE B"PVC N 1 B.1 NO PIPE FOUND TO EAST SCALE 2<) 40 80 -=:m1::ai:::::1•l -, I __,--------±12' DIA CMP FACE OF BUILDING N: 5433.48 E: 5135.24 / I I I FACE OF BUILDING N: 5125.82 E: 5246.03 ' Iii ---I I / Ill / 1111 ,./ I 'I""' / 1111 • I PROPOSED BUILDING 'Ill' Ill N ! FF• 20.& Iii (.) I I- FACE OF BUILDING !II w N: 5385.80 Ill w E: 5292.16 Ill :::c: II U) w w U) w z -.....a :c (.) .... aC :& FACE OF BUILDING N: 5272.30 E: 5269.48 PROPOSED BUILDING 'C' FF• 20.6 GENERAL NOTES 1. 2. CONTRACTOR SHALL PROVIDE PREVENTIVE MEASURES TO PREVENT UNTREATED RUNOFF AT SAWCUTS FROM ENTERING STORM SYSTEM AND WETLANDS. SEE SHEET C6.0 FOR LIND AVE. IMPROVEMENTS. ...........,. SCN.El BRH 1 "=40' ........ CTH ...... SDC ONE INCH """"""' AT FULL SCALE F NOi' ONE INCH APPR -SCN.E ACCORDINGLY KEY NOTES (j) BARRIER FREE PARKING. 2% MAX. SLOPE IN ALL DIRECTIONS, SEE GRADING PLANS. (D PROVIDE 4" WIDE SOLID WHITE 4 MIL THICK PAINTED LINE (TYP.). G)ASPHALT CONCRETE INTERFACE.@ © TRASH & RECYCLE BIN AREA @ PROVIDE FLUSH WALK, SEE GRADING PLANS. @ ADJUST RIM TO FlNISH GRADE. (D PROPOSED CONCRETE SIDEWALK, SEE PLANS FOR \\1DTH.@ @PEDESTRIAN RAMP 12H:1V MAX. SLOPE, SEE DETAIL~ @PEDESTRIAN RAMP 12H:1V MAX. SLOPE, SEE DETAIL@ @) PROVIDE CROSSWALK PER CITY OF RENTON STANDARDS. VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON 111TH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCIED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER .RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58' WEST LEGEND ------SAWCUT LINE ASPHALT PAVING@ =p,,=-;;,= .. )=:si=t\=-;:;.,"'"]I CONCRETE/SIDEWALK • . EC , .. . EXTRUDED CURBING Qi) IC INTERGRAL CURB AND WALK@ 3 VC VERl!CAL CURB C2.9 CG @ CHANGE IN CURB TYPE I EXPIRES C2.0 SHEET; OF: 5 38 ~ a: <( 0.... . 0.... a: 0 0 a: w > -a: a: <( 0 w 0 .. GRAPHIC SCALE 40 0 20 40 b.•. t I I ( IN FEET ) 1 inch= 40 FACE OF BUILDING N: 5473.43 E: 5606.31 ft. FACE OF BUILDING N: 5169.04 E: 5619.15 BO I \ \ \ \ . \ I j. PROPOSED BUILDING 'D' ... · ,, !FF a 20.5 FACE OF BUILDING N: 5117.72 E: 5637.95 X CEDAR RIVER CORPORATE PARK LEGEND -----SAWCUT LINE ASPHALT PAVING@ VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON 111TH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY • ---~--......., __ --,,,...,,.. __ ~l'z/~{;=i}~'.;,=',_:r=s;:=n1 CONCRETE/SIDEWALK EC EXTRUDED CURBING @ IC INTERGRAL CURB AND WALK @ VC VERTICAL CURB@ @ CHANGE IN CURB 1YPE GENERAL NOTES FOR CROSSWALK STRIPING, SEE BUILDING PLANS. . ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89"51'58' WEST KEY NOTES (D BARRIER FREE PARKING. 2% MAX. SLOPE IN ALL DIRECTIONS, SEE GRADING 1. 2. CONTRACTOR SHALL PROVIDE PREVENTIVE MEASURES TO PREVENT UNTREATED RUNOFF AT SAWCUTS FROM ENTERING STORM SYSTEM AND WETLANDS. PLANS. @PROVIDE 4' 111DE SOLID WHITE 4 MIL THICK PAINTED LINE (TYP.). @ASPHALT CONCRETE INTERFACE.@ I I I I I I I I I I I I I I I II PROJECT B NCHMARK N: 5076.63 ~ E: 6349.34 BM #1~~~~!__.~.---l-----""' TOP OF NW FLANGE BOLll OF FIRE HYDRANT. I ---E-LfV.-21.95 _J·-Y.f -•! ' ',. _,,•,., I RECOMMENDED FOR APPROVAL CALL TWO BUSINESS DA VS BEFORE YOU DIG """""' -1911!1 HORIZONTAL: NAO 1IEl3/1B91 .1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. (D TRASH & RECYCLE BIN AREA @ PROVIDE FLUSH WALK, SEE GRADING PLANS. @ PROPOSED CONCRETE SIDEWALK @ (I) PROVIDE CONCRETE RAMP, SEE GRADING PLANS. CHECKED FOR COMPLIANCE TO CITY STANDARDS -------------DATE~~~ -------------DATE~~~ DATE---- CEDAR RIVER CORPORATE PARK CONCEPTUAL PAVING PLAN (EAST) " ,,,.,,,,•,.<'.<,•~! 1 .~, IC~-I I EXPIRES DATE> 12/22/06 -·-OMMNQ NO; C2.1 or, 6 38 :::s::: a: <( a.. . a.. a: 0 0 a: w > a: a: <( 0 w 0 FOUND MONUMENT IN CASE ---------±12' DIA CMP • 20.50 60 I 19.80 TC-21.00 BC-20.50 TACOMA · SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 20.50 21.00 253.383.2422 TEL 206.267.2425 TEL NO. 20.50 20.50 20.50 4,. /'-" 19.35 20.50 PROPOSED BUILDING 'C' FF• 20.5 REVISION BY (II) • N 0 ..... w w ::x::: 0 w w u, w z .... ....Ill ::I: THESE DRAWINGS ARE NOT TO IE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY -""""' BRH 1 "=40' -CTH -BE ONE INCH CHED<ED: lf.r FULL SCILE IF NDr ONE INCH DATE APPR -st'AI.E"""""'1NClY RECOMMENDED FOR APPROVAL \ CALL TWO BUSINESS DA VS BEFORE YOU DIG 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON i\1TH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-\\£ST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVO 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58' \\£ST GENERAL NOTES 1. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION, SIZE, AND DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND ORDERING OF MATERIALS. NOTIFY ENGINEER IF PROPOSED IMPROVEMENTS CAN NOT BE CONSTRUCTED AS SHOWN. 2. SPOT ELEVATIONS ARE AT BASE OF CURB UNLESS OTHERWISE NOTED. 3. SPOT ELEVATIONS REPRESENT FINISH GRADE ELEVATIONS. 4 . A COPY OF THE APPROVED STORMWA TER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. BARRIER FREE PARKING SHALL HAVE 2% MAX. SLOPE IN ALL DIRECTIONS. 6. SEE BUILDING PLANS FOR DOWNSPOUT LOCATIONS. CONNECT TO ROOF DRAIN LINE. NO OFFSET ALLOWED. 7. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE WITHIN THE WETLAND AND/OR WETLAND BUITTR AREAS. 8. SEE SHEET C3.2 FOR ADDITIONAL GRADING & DRAINAGE GENERAL NOTES. CHECKED FOR COMPLIANCE TO CITY STANDARDS ~~~~~~~~~~~~~DATE~~~- ~~~~~~~~~~~~~DATE ~~~- ~~~~~~~~~~~~~DATE~~~- CEDAR RIVER CORPORATE PARK CONCEPTUAL GRADING PLAN (WEST) I EXPIRES 6 I 4 I @8 .. ,,, 12/22/06 SHEET> Of, 7 38 ::s::: a: <( a.. . a.. a: 0 () a: w > -a: a: <( 0 w () Ii Ill Ill Ill GRAPHIC SCALE ( IN FEET ) 1 Inch = 40 ft. ,0; -------,,~, 2.0% y I S _j7·"·c l .. ~:. . I I 20.00 21.10 . . . " .. ' . 20.50 20.36 CEDAR RIVER CORPORATE PARK VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON 'MTH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. REVISION BY DATE I I I I I I I I I I I I (}:: Ld1 I PROJECT B NCHMARK N: 5076.63 E: 6349.34 ~ BM #1---___J_ __ ...,___.,. TOP OF NW FLANGE BOLll OF FIRE HYDRANT. I --------ELEV-~·: _J-JG •• 1 ELEVATION = 18.84 CONVERSION FACTOR FROM NGVO 29 TO NAVO 88 IS +3.56' HORIZONTAL DATUM GENERAL NOTES PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58" WEST 1. 2. 3. 4. 5. 6. 7. 8. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION, SIZE, AND DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND ORDERING OF MATERIALS. NOTIFY ENGINEER IF PROPOSED IMPROVEMENTS CAN NOT BE CONSTRUCTED AS SHOWN. SPOT ELEVATIONS ARE AT BASE OF CURB UNLESS OTHERWISE NOTED. SPOT ELEVATIONS REPRESENT FINISH GRADE ELEVATIONS. A COPY OF THE APPROVED STORM WATER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN . PROGRESS. BARRIER FREE PARKING SHALL HAVE 2% MAX. SLOPE IN ALL DIRECTIONS . SEE BUILDING PLANS FOR DOWNSPOUT LOCATIONS. CONNECT TO ROOF DRAIN LINE. NO OFFSET ALLOWED. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE WITHIN THE WETLAND AND /OR WETLAND BUFFER AREAS. SEE SHEET C3.2 FOR ADDITIONAL GRADING & DRAINAGE GENERAL NOTES. KEY NOTES (j) PUMP STATION INLET ELEV= 13.00 (i} GRADE CEMENT CONCRETE WALK TO DRAIN AWAY FROM BUILDING, 0.5% MIN. TO 2.0% MAX. (TYPICAL). (jJ CEMENT CONCRETE RAMP, SEE BUILDING PLANS FOR DETAILS. ' . ' '>,, ··~ "•\-. \ ) ·-'-..;,.. THESE DRAWINGS ARE NOT TO BE USED FOR CONSTIU.ICTION UNLESS SIGNED BY THE REVIEWING AGENCY I RECOMMENDED FOR APPROVAL BY~~~~~~- CALL TWO BUSINESS DAYS BEFORE YOU DIG CHECKED FOR COMPLIANCE TO CITY STANDARDS ~~~~~~~~~~~~~-DATE~~~­ ~~~~~~~~~~~~~~DATE ~~~­ ~~~~~~~~~~~~~-DATE~~~- I EXPIRES 1 "=40' ONE INCH APPR BY~~~~~~~ BY~~~~~~~ 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. J·.,, CEDAR RIVER CORPORATE PARK CONCEPTUAL GRADING PLAN (EAST) .. ,,, 12/22/06 DRAWING NO: C2.3 SHEEI> 8 ""38 ----------·---------------'·_l I I , . ,1 ,,, , ~·,~l !!--------------'-------------------~--------------------~ CEDAR RIVER CORPORATE PARK VERTICAL DATUM INAVD 881 ~ a: <( a.. . a.. a: 0 () a: w > -a: a: <( 0 w () \ UV Co. 2436P, Galvanized UV Co. 2-332P, Galvanized Diamond Plate Cover Diamond Plate Cover Cast-In Cover Slab Cost-In Cover Slab\ 2 Places i--------------'--16'-11" ________ __: _____ , • . a, I 1~-· r= L_f_ 4-Ton Lift Anchor ,._ _____ _ 4 Places In Top Section PLAN VIEW R' A R . d 1sers s equ1re I I ___ J J ______ TOP ELEVATION - I .. -·-1 J__ I -- I Pi, ., (/ -,, \ Lifting lroni nd 2 Each End, 2 E s ., SECTION AA STRUCTURAL NOTES: 1. Concrete: 2B Day Compressive Strength f' c= 4500 psi 2. Rebar: ASTM A-615 Grade 60 3. Mesh: ASTM A-1 B5 Grade 65 4. Design: ACl-31 B-02 Building Code ASTM C-B57 "Minimum Structural Design Loading For Underground Precast Concrete Utility Structures" 5. Loads: H-20 Truck Wheel w/ 30% Impact Per AASHTO GENERAL NOTES: 1 . Contractor to: Supply and Install All Piping & Sampling Tees Grout In All Pipes Verify All Blackout Sizes and Locations " ' . - i =1 ,----------a).~ I 'm=,,,,;,.= I _CJQ___ - ~1 I _J I ' ' ""' " ~ '·· INFORMATION NEEDED: Inlet Pipe Size: Inlet Pipe Elevation: Outlet Pipe Size: Outlet Pipe Elevation: mar i 'in t TACOMA· SEATTLE 2215 North 3oth Street, Suite 300, Tacoma, WA98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 Civil EngineeJS Slruclural Engineem Landscape Architects Community Pf8Rfl6fS l8nd SVrveyar.s Neighbots 253.383.2422 TEL 206.267.2425 TEL SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY """""" """" i---+----------------+---1---+---l BRH AS SHOWN """"""' CTH ...... BE DNf INCi! -Kr FUU. SCALE F NOT ONE lfCH NO. REVISION BY DATE APPR Al'PRO'IED, SCALE """""""'y RECOMMENDED FOR APPROVAL BY ______ _ BY ______ _ BY ______ _ """"'"' ...,, 1111111 HORIZONTAL: N,f,D 1183/1911 \ ., x~ \ CALL TWO BUSINESS DA VS BEFORE YOU DIG 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. CllY OF RENTON BASED ON CllY BENCHMARK # 1160, FOUND ON BRASS BUTTON WITH PUNCH ON CONCRElE POST MONUMENT DOl'IN 0.3 FOOT IN A MONUMENT CASE APPROXIMAlELY 6 FEET EAST OF THE CONSlRUCTEO CENlERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENlS IN SW 23RD SlREET. BEARING NORTH 89'51'58" WEST CHECKED FOR COMPLIANCE TO CITY STANDARDS ~--~~----~--~DATE~-~~ ~~~--~~~~--~~DATE~-~~ DATE CEDAR RIVER CORPORATE PARK CONCEPTUAL PUMP STATION NOTES & DETAILS ! ElCPIRES 6 I 4 I IZ)8 .. ,., 12/22/06 C2.4 SHEEr: OF: 9 36 :::s:::: a: <( a.. ' a.. a: 0 () a: w > -a: a: <( 0 w () SURFACE WATER DRAINAGE NOTES & SPECIFICATIONS 1. BErORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD 111TH THE CITY OF RENTON PLAN REVIEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE 111TH THE 1996 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. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, \\1-IICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4-. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE \\1-IENEVER CONSTRUCTION IS IN PROGRESS. 5. DAlUM SHALL BE NAVO 88 UNLESS OTHER\\1SE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TD OR IN CONJUNCTION 111TH ALL CONSTRUCTION ACTIVITY UNLESS OTHER\\1SE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 7. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE 111TH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS 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 niE ENTIRE LENGTH OF THE PIPE \\1LL BE SUPPORTED ON A UNIFORMLY DENSE, UN'JlELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS •c•, 111TH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHER\\1SE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 9. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE ANO OUTSIDE. 10. STRUCTURES SHALL NOT BE PERMITTED \\1THIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 11. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL 12. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY \\1LL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 13. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, v.ttERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLL0\\1NG SPECIFICATIONS: 4 -8 INCH ROCK / 40 -70% PASSING; 2 -4 INCH ROCK / 30 -40% PASSING; AND LESS THAN 2 INCH ROCK / 10 -20% PASSING. 14. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS-BUILT DRA\\1NG OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 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 111TH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING ANO MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEAL TH, AND SAFETY OF THE PUBLIC;,AND TO PROTECT PROPERTY IN CONNECTION 111TH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE 1RAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAmC FLOW SHALL REQUIRE A TRAmc CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAmc CONTROL SHALL APPLY. 17. SPECIAL DRAINAGE MEASURES \\1LL BE REQUIRED IF THE PROJECT LOCATION IS \\1THIN THE AQUIFER PROTECTION AREA (APA). TACOMA · SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 CM/ Engineers Structural Engineers CEDAR RIVER CORPORATE PARK VERTICAL DATUM INA VD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON a<ASS BUTTON 111TH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUC1ED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ' ' ELEVATION = 18.84- CONVERSION FACTOR FROM NGVD 29 TO NAVO 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51 '58" WEST RECOMMENDED CALL TWO BUSINESS CHECKED FOR COMPLIANCE J EXPIRES b I 4 I €)8 FOR APPROVAL TO CITY STANDARDS THESE DRAWINGS ARE NOT TO BE BY______ DA vs BEFORE YOU DIG -----------DATE ---~~f;f5~~ USED FOR CONSTRUCTION UNLESS sy_____ 1-8 Q Q-42 4-5555 ----------DATE ---.s:J~~i~~" SIGNED BY THE REVIEWING AGENCY ------------DAJE ----Mll .. ONOTID1'USID.N""'"'"'"'·Ftl!"" landscapeArthitects~-~------------------~--~~~~!!iililiii~~iiii!ii~liiliiiliiiiii!ii~~~B~Y==========::::;-~~~~~~~~~~~~!!!~~-~;:;;:;;:;;:;;:;;:;;:;;:;;:;;:;;:;~~;:;;:;::::::,,J_l..'.':TJ<R:""':"':""""::,-:;;"""""'~""::"~>HL::::cu SUIWE'fEh SCM.E: ~ C<immunftyP/anner.;i_T ______________ l __ l_l_l--~BR'.'._'.H ___ -J AS SHOWN ~~"l.l.."'1aa1 CEDAR RIVER CORPORATE PARK 12/22/06 f----+-------------t--;-----------t----i ,,.,....,.CTH CI TY OF CONCEPTUAL Neighbors 253.363.2422 TEL 206.267.2425 TEL NO. REVISION BY ...... BE DATE APPR .........,. RE .NTON ,.-,i.-"~.J POND SECTIONS 'iJ;;.\, l"" ,,:\\';fi;'J ~,t,<• ''"' ·, ~ ~~\J""' p,oo Planning/Building/Public Works Dept. C2.5 SHEEI': OF: 10 38 :::s::: a: <( CL . CL a: 0 () a: w > -a: a: <( Cl w () · pif!( wf+'t+rr - (It£. 1-ffi!( ~) l'• ;(17.5.• --~tM~M OR ,Ott: .i ifil !1£51R'CTOR FU ·MiH; milrlO:'. .. (sa,: .ND1t ~) " :;,;~ ~ i: . ~-. . -h~, . ST.IIID-ldl!l ~"1.\/RIIZE~ ·s,;:Ec ~/IOOER/5,TEF'S 1. E"itc~t ll!!I ,shallffl « "'1Dttd; units .eh'dl !;)!I ~nstruttt4' 11, .;n:,;;i:i~i;., l!'il)1 lh" rtqd_:W-':!'11,:-,,)f:!-~ f..~N'1 ~IJi,=11 Twl!'··2 •. !J-':*':_mfil.!,-,n,.,i~ ~1..-wida,r ;;. ·P'«· dM.i3t~ ~~9 ~mi:tfl rti,,: k;~~ _,;,,_"'P,,,hrtruf,i,-\d:tr, :v.d ~~ &!l:ibir., .IH ~~<ad r,.., ~~o'4-u• Cot"*' ~Ir, 0.1.,1, ... J.. 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NOT TD SCALE FLOW REM'IUi::?l'OR/OlL POLLTJ'l'JON CONTROL TE~ 'l'YP1l: ADDM'UI tt,ff fJF JIENl'QK: ' TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 CEDAR RIVER CORPORATE PARK VERTICAL DATUM INAVD 881 aTY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON V.,TH PUNCH ON CONCRE1E POST MONUMENT DOv.,.J 0.3 FOOT IN A MONUMENT CASE APPROXJMA TELY 6 FEET EAST OF THE CONSTRU01ED CEN1ERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ELEVATION = 18.84 . .,,.._-;$tAb WITH AR 4000 AN[} ' . ' . . :O!i{Y $AND .AFTER. PAiCHl,NG PLAN to.TS SECTION· A.~A . ·~ '.,f.t,W>F. . P.A\>tW[NT Al.9 e,:,;s~ YAJERL"lS Fell! ... Cisl"ANre Vllit::H IS' tw;.c. 10 ·!Ht llL•H£ltiR' (if flt£ r~·?Lus ""IIO FE!;T, >ll•~ST c<i:!rlJNG fR/1,W[ 1U PA\'l:M[NT l~.JR""-Gf; U~N!l. · llONCREll: SLOCKS. • . . ,'ID'UV.£ AL, IIU, ml' l" CF D:eAV1\1ED ~.~"'.ffl\>\l. Wini i;u..s · ~o;m CQIICRE:11:; (:l/4}. FINISH PA.S\4~NT StJR!'"ACE ~1TH 2"' IJ•· /ti.:. CU\;!$ ··o3·•. !lEi'. Clt'f Of'. "1t.WfON 15l.JPf>L[Y~ff,'iL of'EOF1QA.TI~:5 ·st1;:n;:.; 7~0!i.X1). DYC. TYPICAL UT.ILJ'l'Y COVi!B 4DJUSTMl!!tfl' Ft)R PAVEllENt OR o,,rE~LAY ..\OOPTED tin' OP RWlti!i ll'J""-lWW !'l,UiB 1$1' p;.n:, <l•/<l• ' ~ ~x:r·A:~LY SPACED Hll!ES. FOR.9-JL~C ro FUhv.:E o:r~tiacTioo · i--; 1 . . t' Sl<F,J,~ {l~'.'E 9lltl.:e BE ALUloltfJW olLLOY f'E,R AS1M 9-,2~-lli-J2.o t11, ~.11.m l~CN J.SDI ·-!USS we 115 FE:lt,IRED. i .. llAIL S>'h'.L 1£ ~· ~IAMlltl< tOO l'!l'li );i; i'l(:>i!:$ \)~ •~ N DIAWETEI';. 11• Cl,Ulf,Tlill FCR ~l'f,!l GllEA1F.R. l'ttNI n;', 3. 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BEARING NORTH 89'51'58' WEST HAHDl.t "111TH ~ !'t./ . .. M).Ji.,~.\Bl..l l~ ~OOt; WfjJ..l Ltffi:OO~Eff PJYO'TfNC FRDP-T !,}m..u:t GA.TB DllflJL. AllOE"I'ED t!fTI ar ,!?Y.mri UTILITY COVER ADJUSTMENT (!)SHEAR GATE :J NOT TD SCALE NOT TD SCALE RECOMMENDED CALL TWO BUSINESS CHECKED FOR COMPLIANCE FOR APPROVAL TO CITY STANDARDS THESE DRAWINGS ARE NOT TO BE BY_____ DA vs BEFORE YOU DIG ~~!'1:>,:;i;;1k,,:~ ---------------DATE ----IJNNJTHCfl!ZED Al.JERATICN Cf Mr Cf 11-£ tftfW.lUI Ill tHS I EXPIRES b/4/@8 CM/ Engineers Structural Enginem USED FOR CONSTRUCTION UNLESS BY____ 1-800-424-5555 -------DATE--.. ,:,r"=,":Jl~~T~" SIGNED BY THE REVIEWING AGENCY -------------DAJE ___ k~"'IJ:1~~~':~~~ landscape Atchitects ,---.,----------------------,----,---~~!!!'!!~~~~!!!'!!!!!'!!!!!'!!!!!'!!!!!'!!~~~~!!!'!!~~-~B~Y~=-=-=-=-=-=-=-=-=-=-=-=-=-~_:".!IJ!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!~!!!!!!!!!!!!!!!IIJlll[l,;;:;;:;;:;;:;;:;;:;;:;;:;;:;;:;;:;;:;;:;;:;~~,;;;:;;:;:::::::;;JJ~'m:;;=~CJ~"""1~~""""~"~"""'~~'"'~"'~.,..~Jj C-Ommunil)'Pfan/16/S,___-+-----------------+---->---+----< ~RH ..,_AS SHOWN ~~"l.k"1n1 ~~ CEDAR RIVER CORPORATE PARK 12/22/06 LandSurte)'QIS f----1--------------l---+---l----l .......,,CTH ..IL CI TY Q F CONCEPTUAL _\ t)J Ne/ghbo~ -BE ONE INCH -R EN TON \)'f..\, ~-,,;J(~() 253,383.2422 TEL 206.267.2425 TEL NO. REVISION BY -1----1---1 ......,. "'F11U. = Planning/Building/Public Works Dept. GRADING & DRAINAGE li"..,(,·\JI"' F NOT ot£ INCH \';. ~-W DATE APPR -=-· NOTES & DETAILS C2.6 SHEEll OF, 11 38 :::s::: a: <( a. . a. a: 0 0 a: w > a: a: <( Cl w 0 ;, . ' (, ' It ,. ' "' "" •' .. ' . ""1"'i" 11 · . ' " . ' ,. \, II ·,, , .. ······ ... ·· ·r:'\ ····y.· /''. ·.·. -,. . .. ) ~ ~ ISOMETRIC ,, ---- "'" • ~ ..-I', ll ' r-rP£ COOPL!NG ,/ / J/4' DI,!,,, 1,t,IOOTI I t.. SPOT \f/[LO ElARS T<J "'f LEr,.Sf 2 CCRREGA TIONS [] ol,R END -+• r.iAX. (TYP) VlEW "'I . · C"IIIP' OR Cl'lEP ·"" SMOO'l'H INTERIOR OF ~E:'1' "'-L Pl Pf (TYF) fll'.)L T ro CPEP ~OOTJ 1 INTI;RIOR PlPE. ~!Qt VIEW NOt!f: 1, Thi,i d<!bri~ bar'tiil!f' ia f<r use <='~ !side raod«ar., on 1>1Pee .36" · dla. one .,,,,,,.,lier. Set! D\VJ SR1QA for debri~ bcrrier9. ,,., pip~ pro ~cr.r.g from dC:-.,·ewcy o• rMdw.ay aide e!opoo, 2. Ali eteel porl,i mu$\ b~ g<>W<ltll2ed (Ind Q,iphn l· cocted. {Trlll,;,imeht 1 or b~tter). :.. Cf'EF'-Ml ooth hteriqr pip., requy~S Mlh to 3CWr<: d8bri, barrier ta p!p,e. CD DEBRIS BARRIER NOT TD SCALE DEBRIS B~ - ADDPT:l.!D <:ff'! <lf El!llffDt> :st,INJJ.n!U) T'l:Jlo!S WT Mr>;, I>'/"" CEDAR RIVER CORPORATE PARK SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON •1%'•~..,.n,,.,· ''"., _..,. -: . . . . '_. ., l1 ~--;; ;i I'; !l'.I; ~h- i. p :& ; ,..1•·· .. ~ . . . 1[: ""'i.< 'u :ti-t ...... . ' . , ' i ' ·. ':·. .,, .,r,,,n ,., i . ·ffl' . 'W .. ~ •• ~ '· c\'·!t . Q'Allt.1-; c,'..: ;;; :,:' I:: r e . . CffA[fl, LUii< OATES AOl'..lr'!EIJ. : · .· CIJ1f¢F~m'QN ST.A.<.;OA;tO ~S wtbA'TS:Cmt8/11197 ill>l'Aflltl,003 tt••i.Lt;!i.' :l,;~:t , ~ ·,-~ ;;_4',t)~ ·j/,yt.) ~;t. ,(-itiN~.·_. f~'I~,1'1:··· 0 CHAIN LINK FENCE GATES NOT TD SCALE I CtSl~!I A _:i·-~, .~, ,,.._ M;#.11... ' . .:nnti iic;'it tt "' . """"'~ ~ -"' T~lc.r.i.' l'll'!!~AAa-i. INSTAU.i.i"IOl'I ··~ "', ",' l ~ VERTICAL DA TUM INAVD 881 CllY OF RENTON BASED ON CllY BENCHMARK # 1160, FOUND ON BRASS BUTION WITH PUNCH ON CONCRETE POST MONUMENT DO~ 0.3 fOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVO 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58' WEST 1.:*.;:,i'!,1,.,1 l"J"::CII! --~t--. • ~"' ~lo': ... t:l!rt'#' p,e~'4;-l J_ r-rru.+-li!uitt O"fj/"i'!'f'J:tlt., .M.;I ~:T~d ">!IJ-!•.f-M.I\ :(l_rt,tt (l,,..-,t .... , ."'' · !'1:"1-l la ;'.',<1." t ~~'" 1··~ . · ·--ryt,;t~ '11'--d' ,):,,:"!4 .. ~ ~;!tf,1f,')i!'l :~, [. . -~· "" al/"'1 ~ -:m11, "'"" TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 ~ .. ' P .. -C • •• r' OJ6 .(ill ,,.,, ~..A. . r.tot111> l'll"E (:Q.ll'i\¢'11® z;,q; , N&-"'i.'&"''-'"' l.l!WW m .. t<t l!,l.u ,,~ Mt "'"' li\lli• """'*'"'J .• ,, ...,,. .. ..,. b 95% .......... """l· -·i,c~-·~~ l~a ":. -.. ·.:'-· 1.Md. . •m. "'.--k. f•. :1tt •f•+.. tJt 1--1r,._ "'" t..-:S ".'..!· i!t)'. -IW <Pll''-1), ' 0 PIPE COMPACTION NOT TD SCALE CM/ Eng/ne,15 StructuraJ Engineers Pl(!(, (0Mi'Mi111>11 Dtiil<liUI ANO 11,i\'l\!"il.l. .. ~~.....,_..,..~ ~--~~ •~t-~,f!l'(ljjt1illf 4Jid.i>.,;1., ..... ,'M'., ~:!E. 'W SP'PA<ffiJOllJ . RECOMMENDED FOR APPROVAL BY ______ _ BY--~~--- ., \ CALL TWO BUSINESS DA VS BEFORE YOU DIG 1-800-424-5555 THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY Undsc8~A!rililecls,-----~-------------------~--~--~lllilll!lllilll!lllilll!!ll!!!~lllilll!lllilll!lllilll!lllilll!lllilll!lllilll!~lllilll!lllilll!lllilll!lllilll!!l!!l!!__--"..BY~-=-=-=-=-=-=-==--=--=--=----=----=--;:__:"'llll!l!!I! .........,..,. ""'"" Community Planners l..am:J SurveJ'QfS Neighbon. 253.383.2422 lEL 206.267.2425 TEL f----+---------------------+---+---+----l BRH j----+---------------------+---+---t-----1-'"' CTH NO. REVISION BY DATE -BE APPR ......,,... AS SHOWN -.. .., 108!! HORIZONTAL: rw, 188,1/1111 ONEl!iCH CITY OF RENTON Planning/Building/Public Works Dept. I CHECKED FOR COMPLIANCE TO CITY STANDARDS -~~~~~~~~~~~~DATE-~~­ ~-------------DATE---- ~-------------DATE-~~- CEDAR RIVER CORPORATE PARK . CONCEPTUAL GRADING & DRAINAGE NOTES & DETAILS ! EXPIRES b I 4 I 08 """ 12/22/06 C2.7 SHEET: Or: 12 38 . a.. a: 0 0 a: w > -a: a: <( 0 w 0 . .. . -. _1/2"X4" EXPANSION· MATERIAL 1 /4"R AT JCllri!TS---CEM. C~Nb. CURB.·-AND GUTIER. SCORE. LINES JO BE :ki~h,f'( . ..,}-- TO CURB ·AND Gl!lTERi?' ·_:7 ·: --, .. -\ '···~- 1;2•x4• EXPANSl~~t:i.ii~~I;~. --· __ 1/4"R AT JOINTS i _-._ ... ">i i ·w· -WIDTH OF s1t)twALK ·-- 1 / 4" /FT. SLOPE 1/2"X5" EXPANSION. MATERIAL CURB. REl\/RN ONLY 1/2"R 4• PAVEMENT -AS PER .PLANS STANDARD CEM. CONCf CURB AND GUTTER· SECTION A-A _ SCORE LINES 1/2"R B 1/4'/rt. St~ 1/2~R -·-- S."FANOARDCEM .. tic>NC, cUR8 AND GUliE:R SECTIQN B,..;B SEE sHEET 2,5,1 FOR ROADWAY DEVELOPMENT STANDARDS GENERAL NOTES: J91N1'S; OUM11v _JOINTS SHALL eE PIACED Nor re EXCEEP. _1s· c(C NOR LEss THAN 1o' c/c. lliEY SHALL NOT BE LESS THAN 3/16" IN 1HICKNESS AND SHA_LL BE_ EXTENDED 2" -BEiOVIJllE GUTTER UNE. 1/2'--;\1i~w~a:i,:i-BE PlACfl) AT ALL COLO JOINTS A$;0ti!E¢fEO BY ENGINEER AND SHAl.lEXTEND 1• . WHERE lHE Sllll".WALI( IS TO BE PIACED AGAINST lHE_ CURB AND (;IJ~ •• THE JOINT SHALL BE A COLO JOINT. 1/2"M 5• EXPANSION MATERIAi. SHALL BE PLACED FROM p;(::/s·.ro P.r:s AT ,Ill. CURB RETURNS. 1/~'X4' El<PANSION MATERIAL SHALL BE PLACfl) .'AT E\IERY FOURTH Sl0£WAll( PANEL. lHE COIICRE;TE MIX FOR SIOEWAlKS SHALL CONFORM TO lHE ,REOIJIREMEJ•l'TS or CLASS _a (3/4") WITH AIR ENTRAINMENT. lHE CONCRETE SHALL HAVE A BROOM FINISH WITI-1 All EDGES HAI/ING A 2 1 /2" TOOLED FINISH. SUBGRA0£ COMPACTION SHALL BE go,i: (MOOlflEO PROCTOR). DATE REVIS N · CD TYPICAL SIDEWALK NOT TD SCALE TYPES (CEMENT CONCRETE) 0 EXTRUDED CURB NOT TD SCALE 8.Y PPR TYPICAL SIDEWALK ADOPTED C11'Y OF RENTON STANDARD PLANS I.ST DATE: 04/04 DWG. NAME: F007 SP PAGE: F007 EXTRUDED CURB STANDARD PLAN P-2b 8Hfff 2 0Fi2'.ll!IEl!T ADOPTED CITY OF RENTON STANDARD PLANS LAST DATE: 06123/2004 m TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 ,~·· CM/ Engineers Structural Engineer.s Land Surveyors Neighbo,s 253.383.2422 TEL 206.267.2425 TEL 12' PAVEMENT CEDAR RIVER CORPORATE PARK 5• SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. OATE CITY OF RENTON, KING COUNTY, WASHINGTON . . .... . 1/4' R , // / VARIES •. GOtHR11CT!Cfi ;()!NJ IN SIJfWALK ONb"" 't:,PArl'Sior.r -JOL~T It-I BOTH, , t:r.1/19 AJ'!D -~IDEW.~U,: .K'.lM't MO -Fril!iH OE'IAIL -'IAR(~ ~ B' -, o• Mlt,L (SSE eDtHRACT) -F./2' R, ('f'l'l'.) ;:iiMENT CO'lCR1:TE Sl!JEWAL.K ADJil.UNi ffi w_ml 2% SLOPE (1/4' DROP PER 1') . ~ .· ·: ... -... -. 4' . . ' _. . " . •' ·· .. ' . ·. ·-. ·~ ' ... >: ~ . .• . • • 6" COMPACTED SUBGRADE ---' CURB: 'IOT -INC:,JX-ED IN ~ID IT!;M SHEET 1 or :s ADOPTED J:.l.m' 00' lUIIW t,i :!it'llilifll!Jll> ?!.AN$ ts? DAT.I, 0..:./M SP P,~E: F005 L.-------- 5' .3/$, E~P"ll~<tl:I , . J;;ilJT (T\1".) (SE£ SID. f'tAN ~-.;.:,i) ISOWErnC \IEW c, VERTICAL DATUM INA VD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON WITH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATUY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58• WEST c;R(l~,',l,K (TYP.) r (SEE S'q)_ ?LAN :;-:.,] )/'~· t-l~:,',1,':S,QN JO!f('j ,(!f/j>.f -f!J~ S1D, fl'°'i\l F-~) 1.-~11(.Mi .Pt0:1.n~ ~n(o,-~~rUi:itl.{~M, i".11i::~!Ql"l t;a(Nti:1:t f:J/' r;dh,.-.,.ru,t!IVI~ ft ·rrmt 01 ra~ ciccl::.s ar~a~. -;?. l)ekcidJle w_nrni:ig p<>fu;rnQ. m<>r be, -~•"'111'<1 b:r ,,..,~ rn•)}".ed !h•,l .. rn <id!,~ th• ~ti,~ don,,: -=Jtrt.n~.00.~-~fl~ ·:~{,:Q:ill~ ~hl)'i!U. '· \ . , ' . l . ~-··~ '~ C;:=I;, onit .IJ1":l1 .• -:thi:i<w1i, :.~.:i t~~ Cll'it,~ :,!!tans fa" 1h,ej G.tb ~l!Jll a1n,t;;ili!ffl1 ~ Std, PICl'!i F,..,1 rM e:urt;. =~a,~, \ .~. _ 111t pion -~ ;"O~ '.;U~W-"L~ fl,',•~!' TT,i!ES 1 1fl, 1(: (I! 1!l ~f$ pr~-4~•4 1<> ~•"""'ramp• i)1><. :lee thfl _ t'l~MI' Q['l'il... "" fa,• """""''' -; :51d. Ron r~s ror •l~ewok J,::lnt µlocoment arid do!oi,;; · ~-RDtJlR :dc,p1i, ~;JI ru;il ·~ :;,tl~~!!,;,I 1h\;lt t2H: 1'1. ~--CONCRETE PAVEMENT --COMPACTED BASE COURSE SJDtr.11'./lolK R.Qf P TYPES Lit. 1.l'l', u;: ;!,; 1D Simm 1 OF 0 }J)()f"J.'.lll, grr qr R!OO'.QK NOTE: ~111 111111111ll II I II I [111llJ1111 IL DEPTHS ARE COMPACTED THICKNESS -'-...,__COMPACTED SUBGRADE NOTES: 1. COMPACTION FOR CONCRETE CURB AND WALKS TO BE 95% OF MAXIMUM DENSITY. SEE SPECIFICATIONS. 2. EXPANSION JOINTS SHALL BE AT 10'-0' INTERVALS OR AS SHOWN ON ARCHITECUTRAL PLANS. f7\JNTEGRAL CURB & WALK \:!._) NOT TD SCALE .......,.., BRH -CTH ....... ,soc """""" NO. REVISION BY DATE APPR ..,.,...,..., ASPHAL TIC CONCRETE PAVEMENT 5 STRUCTURE NOT TO SCALE """' AS SHOWN I ONE IMCH I Kr FUU. SCALE F NM Dt£ INCH Planning/Building/Public Works Dept. SCALE-.Y PAVING NOTES & DETAILS SHEEI\ 13 OF:38 ~ 0: <( a.. • a.. 0: 0 0 0: w > -0: 0: <( Cl w 0 "' tll:l'fER Sn'i'II" (" .-... . (nli;NT ·COOmITT"t 1'£~1!:tlil'J CIJR8 illsl~ihlE-ffiCU P,ii, I..... .. ··-, . Sh'ld I <;f G Allll!'TI:ll ffl'l1 ,r,, IIE!ffl!I\! in'J..~~ ~ .c;.u:, Q~/,:11 ',· ·,~ " . .I ., .. ,,, . ., (DSIDEWALK RAMP NOT TD SCALE • TYPE 4 PAVEMENT 'b TOP OF CURB AT APPROACH 1' R 5 1/2' 2' ¢ PVC @ 40' INTERVALS AND AT ALL LOW POINTS TO PROVIDE ADEQUATE DRAINAGE iHROUGH CURBS OR LANDSCAPE PLANTER ISLANDS. PIPE TO BE BEVELLED TO MATCH FACE OF CURB ~;.._--,t.-,,.,.....,.=~~,;,:... ~· . • <I ·. ~ I t:lfil CONSTRUCTION SHALL CONFORM TO WSDOT SPEC. 8-04.3 0 VERTICAL CEMENT CONCRETE CURB NOT TD SCALE TACOMA · SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 CEDAR RIVER CORPORATE PARK SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, W,ASHINGTON fi"N~IV.~ Mdii!I. i,,;,.!tll/4.irol l':\!l!h F-ll (I),·!)""' ~!!l'.:ll<' ~:Jl~,;i;,., i••I 11:,,,,::.i,;;, c~CIO\!IOM'f! · l"lml!~J':fi:IA~ C~@I ;~ '._} . ,"',, i•tlV'HICL $Iliff l' M!k!\M# 3" f,l ASS "!!' A.C. 4'' A,TAl, sl" CRUS14EO llOCl( VERTICAL DATUM INAVD 881 CllY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTION WliH PUNCH ON CONCRETE POST MONUMENT DO'IIN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF iHE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT iHE NORiHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORiH 89'51'58• WEST >;E,~ O..'RB « ,au 71'ER -·· ' / CIJltll. & GU'Jtilit ID!!'L.\C!:lll!!fl' ill!'rAlL .IDQPTBD ~(!f~ .'n~ 'f"Jill'Si .t.8t' t\l",ll. .:,,v:M 0 CEMENT CONCRETE CURB & GUTTER NOT TD SCALE ·, l .. 4 CM/ EngineeJS Slrucll.Jml Engi~rs CONCRETE APRON ASPHALT . . ·--.. ···-· 'iioI , PROVIDE ASPHALT WEDGE AT CONCRETE APRON/ASPHALT INTERFACE. TACK AND SEAL JOINT. }ir- l 3• 1 ASPHALT/CONCRETE INTERFACE NOT TD SCALE j_ 2' ~ DEPiHS ARE COMPACTED iHICKNESS ~-1/2• HMA ASPHALT CONCRETE PAVEMENT, WSDOT SPEC. 9-03.8(2) CRUSHED SURFACING BASE COURSE, WSDOT SPEC. 9-03.9(3) 3' ' ---1/2' HMA ASPHALT CONCRETE PAVEMENT, WSDOT SPEC. 9-03.8(2) ATB, WSDOT SPEC. 9-03.9(3) ~111111111111111;111111111~ . COMPACTED SUBGRADE ~\ DEPiHS ARE COMPACTED iHICKNESS 0 ASPHAL TIC CONCRETE PAVEMENT NOT TD SCALE RECOMMENDED CALL TWO BUSINESS CHECKEDFORCOMPLIANCE !EXPIRES 614108 FOR APPROVAL TO CITY STANDARDS THESE DRAWINGS ARE NOT TO BE BY_____ DA vs BEFORE YOU DIG DAJE ~~=~'\~,l;iJ:,<t,'J"" ----------------Uk>.Ull!CRIZEl)ALTERATIQt f.f Nft(f 11£ tlfUWA'!OI QI THS USED FOR CONSTRUCTION UNLESS BY______ 1 800 424 5555 ~c!:f'J:..~· ---------DATE --11£ws,..'"""""''"'""'°"'""' SIGNED BY THE REVIEWING AGENCY ------------DAJE ____ ~"" .. "'Wi,~ffi~":mr"~~ landscapeAR:llffects,-----r-----------------~-~--~~~~~~~~~~~~~~~L~BY'._-=-=-=-=-=-=-=-=-=-~-~~'111!1!11!1!!!1!!1!!!1!!1!!!1!!1!!!1!!!!111!~~~~~~~"":"""~~~'!.=::=================:::!.:=om=""'="=""""=lllWl=";;:TIKOZA=""="=""'=~ S1J1MYED: sc,,m Mm ComrmmffyPlann"'l----+-----------------+----+--+------j_ __ B_RH ___ _., AS SHOWN ~~,l,,"1n1 .i~ CEDAR RIVER CORPORATE PARK 12/22/06 Land&uvay,rs ~-~-------------!---+---+--~ """"""crH ..IL Cl TY Q F CONCEPTUAL Neighbor> ....... SDC R EN TO N I ONE"""' I 253.383.2422 TEL 206.267.2425 TEL 1----+-----------------+-----+---+------l - NO. REVISION BY DATE APPR .. FUU. SCN.E F N&:11' ONE INCH SCN.E-Y Planning/Building/Public Works Dept. PAVING NOTES & DETAILS ~ a: <( a.. . a.. a: 0 () a: w > -a: a: <( 0 w () GRAPHIC SCALE .. ! { IN FEET ) 1 Inch = 50 ft. ----~------- TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 CEDAR RIVER CORPORATE PARK SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON """"""' ,.,..., BRH 1 "=50' DESKlNEI> CTH CommunityPlannS/S \----+--------------------+---+--+--- land &//YeyotS Neighbors 253.383.2422 TEL 206.267.2425 TEL NO. REVISION BY DATE APPR ........ MB ONE INCff -"' FW. """' F l'OT DI£ INCH -"""' """"'°""'y -----~ ---------·-- --,~ HORIZONTAL: roWJ 19BJ/1991 5. VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON 'MTH PUNCH ON CONCRETE POST MONUMENT DOv.tl 0,3 FOOT IN A MONUMENT CASE APPROXIMA m Y 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY • ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NA VD 88 IS +3.56' HORIZONTAL DATUM PIPE DEFLECTIONS SHAU. BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. NO LAND DISTURBING ACTIVlTIES SHAU. TAKE PLACE IN WETLAND OR WETLAND BUFFERS, UNLESS SPECIFICAU. Y DIRECTED. \ \ \ -' ,;-- \ I I CHECKED FOR COMPLIANCE TO CITY STANDARDS I EXPIRES 614108 CITY OF RENTON ~-------------DATE~--~ DATE CEDAR RIVER CORPORATE PARK CONCEPTUAL - """ 12/22/06 ,,,..., .. ""' Planning/Building/Public Works Dept. SHEEI': OF: C3.0 COMPOSITE UTILITY PLAN 15 38 ·---. ----· ... --· ·-- -------~·-~ -------~----~--- . 0.. a: 0 () a: w > -a: a: <( 0 w 0 GRAPHIC SCALE J.O 0 10 I clli!llril!llll : -111111:::J ( IN FEET ) I' i i I ! tn \ iJ It-~-- ( ' I I , ' . ' ·,. Cl. ~ 1 lnoh = 20 . f-f----.1::~~-i?~, '····---' ), ' ':~J/ \ ~ ,.g (_ ----- _]_ I 0\ o\ + 0 B RIM 28 ~-17.8 0 ROLEUM i, J I I h Tr---·-- 20 i ft. ! I 40 I ' ·" ... . . " . . . . . •· . . ·. . .: r, . ·'<: • • • .1• i .. , . . ' --------1 . • i . '1' . . . ... . • If I \ --w I / ! \ / I + (' + 10 00 ' ' 10+50 CM/ Engineers Stroclwa/ Engine<Js CEDAR RIVER CORPORATE PARK SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON I 11+00 / ./ / ----- / 11+50 / / / / I /\'\ ,... __ \ ,, 0, u:, . "' 0 • N~ 12+00 THESE DRAWINGS ARIE NOT TO BE 12+50 RECOMMENDED FOR APPROVAL BY _____ _ USED FOR CONSTRUCTION UNLESS sy ___ _ co "' • <O 0 • "'"' ~ CO N • <O 0 • N~ 13+00 '\ I . ' '\ VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON ORASS BUTTON VvlTH PUNCH ON CONCRETE POST MONUMENT DOl'IN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUC!ED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVO 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58' WEST GENERAL NOTES 1. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION, SIZE, AND DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND ORDERING OF MATERIALS. NOTIFY ENGINEER IF PROPOSED IMPROVEMENTS CAN NOT BE CONSTRUCTED AS SHOWN . 2. SPOT ELEVATIONS ARE AT BASE OF CURB UNLESS OTHERVvlSE NOTED. 3. SPOT ELEVATIONS REPRESENT FINISH GRADE ELEVATIONS. 4. A COPY OF THE APPROVED STORMWA TER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. BARRIER FREE PARKING SHALL HAVE 2% MAX. SLOPE IN ALL DIRECTIONS. 6. SEE BUILDING PLANS FOR DOWNSPOUT LOCATIONS. CONNECT TO ROOF DRAIN LINE. NO OFFSET ALLOWED. 7. NO LAND DIS1URBING ACTIVITIES SHALL TAKE PLACE l't1THIN THE WElLAND AND/OR WETI.AND BUFFER AREAS. 8. SEE SHEET C3.2 FOR ADDITIONAL GRADING & DRAINAGE GENERAL NOTES. KEYNOTES U) PUMP STATION INLET ELEV= 13.00 (jJ GRADE CEMENT CONCRETE WALK TO DRAIN AWAY FROM BUILDING, 0.5% MIN. TO 2.0% MAX. (TYPICAL). (}) CEMENT CONCRETE RAMP, SEE BUILDING PLANS FOR DETAILS. CALL TWO BUSINESS DA VS BEFORE YOU DIG CHECKED f OR COMPLIANCE TO CITY STANDARDS ! EXPIRES b I 4 I ()8 REUSE Of DOCUMENTS -----------~DATE --- -----------~ DATE --- ......,..., """' 1-800-424-5555 SIGNED BY THE REVIEWING AGENCY t.andscapeAldlffects~-~-------------------~--~~~~~~~!!iii!~~~~~~~L_B:Y~=-=-=-=-=-=-=-=-=-=--:::;__~~ -----------~DATE~-- """' BRH -CTH Community Planners r---r--------------r--r--r--h~~-----1 t.andSurveyots Neighbors -MB/BE TACOMA· SEATTLE - BY DATE APPR APPR1MD: 2215 North 3oth Street, Sutte 300, Tacoma, WA98403 253.383.2422 TEL NO 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL • REVISION 1 "=20' ONE INCH AT FUU. SOALE F NOT ONE INCH =-· CITY OF RENTON Planning/Building/Public Works Dept. CEDAR RIVER CORPORATE PARK 12/22/06 CONCEPTUAL l)'i;:.C 11 7f;'; 1cc;:,:-=·=· ----1 ~ r"' ,...J DAAWINO HO: DRAINAGE PLAN & PROFILE r~'~;J~;;;~r,> C3.1 SHm: OF: 16 38 ~ a: <( a.. . a.. cc 0 () cc UJ > -a: a: <( 0 w () GRAPHIC SCALE r 40 I ( IN FEET ) 1 inch = 20 ft. 1 +o +-----1-0---~-,,.i...;;._D-1-----D---.-+ w-~ ~ 136lF 18" CPEP S88'39'04"E 39 ···.~'5:a ·,r ~ · .. ' • • ' 4 • ·"' • ·" .. 4 . 11· •••• TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 + .. II II II Civil Enginoors Structural Engfaee,s CEDAR RIVER CORPORATE PARK VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON 'MTH PUNCH ON CONCRETE POST MONUMENT DOl'IN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. 0 .J II SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. .. . . . ' . . CITY OF RENTON, KING COUNTY, WASHINGTON ELEVATION = 18.84 • • .<! ,. : • " ... " .. ;,i + . . 14 ---I \ \ ' \ 1 CONVERSION FACTOR FROM NGVlJ 29 TO NAVO 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58" WEST GENERAL NOTES 1. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION, SIZE, AND DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND ORDERING OF MATERIALS. NOTIFY ENGINEER IF PROPOSED IMPROVEMENTS CAN NOT BE CONSTRUCTED AS SHO\\N. 2. SPOT ELEVATIONS ARE AT BASE OF CURB UNLESS OTHER'MSE NOlED . 3. SPOT ELEVATIONS REPRESENT FlNISH GRADE ELEVATIONS. 4. A COPY OF THE APPROVED STORM WATER PLANS MUST BE ON THE JOB SllE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. BARRIER FREE PARKING SHALL HAVE 2% MAX. SLOPE IN ALL DIRECTIONS. 6. SEE BUILDING PLANS FOR DOl'INSPOUT LOCATIONS. CONNECT TO ROOF DRAIN LINE. ND OFFSET ALLOWED. 7. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE 'MTHIN THE WETLAND AND/OR WETLAND BUFFER AREAS. 8. SEE SHEET C3.2 FOR ADDITIONAL GRADING & DRAINAGE GENERAL N01£S. KEYNOTES (j) PUMP STATION INLET ELEV= 13.00 (j;J GRADE CEMENT CONCRETE WALK TO DRAIN AWAY FROM BUILDING, 0.5% MIN. TO 2.0% MAX. (TYPICAL). (jJ CEMENT CONCRElE RAMP, SEE BUILDING PLANS FOR DETAILS. RECOMMENDED CALL TWO BUSINESS CHECKED FOR COMPLIANCE J EXPIRES b I 4 I @8 FOR APPROVAL TO CITY STANDARDS THESE DRAWINGS ARE NOT TO BE BY_____ DAYS BEFORE YOU DIG -----------D·'JE ___ .w:~:~~,:;.;;~<ij\'if"" I"\ UIIAUTimZID ALTERAnctl tf NfY Of 1i£ .NFIIIMA~ 00 lHS USED FOR CONSTRUCTION UNLESS 1 8 Q Q 4 2 4 5 5 5 5 "":'J.~~,.,'l~"i::l ~":rli."""· BY___ ---------DATE --,..,.,, .. """''"""'"""""""" SIGNED BY THE REVIEWING AGENCY ~ .. "WJ:rrw=m~,:~i;:~ LandscapaArchilectsr----r-----------------,----,---~~~~~~~~~~~~~~~~BY~-=-=-=-=-=-=-=-=-=-=--~~!!!i!i!!!!i!i!!!!i!l!!!!i!l!!!!i!i!!!!i!i!!!!i!i!!!!i!i!!!!i!i!!!!i!i!!!!i!i!~!!!i!i!!!!i!i!!!!i!i!~t;;-;;-;;-;;-;;-;;-;;-;;-;;-;;-;;-;;-;;-;;-;;-;;-;;-;;-;;-;;-;-~DA~JE;_;-:::-:::-:::-:::-:::-==l_L::""::"°":";:.,.,,,~-~"';l!Klll1A::""~"~""-~ eommunifyP/aon"'1 -1 ---------------1 -1 --1 ----i-_""""""'-=-·."'.'sR~H,__ __ --I"""" 1 -=20 , ~~.L."'1 .. , CEDAR RIVER CORPORATE PARK "'12/22/os l.andSUr;eyoi, 1-----t--------------+---+----+----J °"""""en, CITY OF CONCEPTUAL Ntghbors 253.383.2422 TEL 206.267.2425 TEL NO. REVISION BY ...... MB/BE DATE APPR - RENTON ONE tNCtl Planning/Building/Public Works Dept. IJ FULL SCl,LE IF NOT ONE INCH DRAINAGE PLAN & PROFILE =-· ~ a: <( a.. . a.. a: 0 (.) a: w > -a: a: <( Cl w (.) GRAPHIC SCALE CEDAR RIVER CORPORATE PARK SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 20 0 ~--,, { IN FEET ) 1 Inch = 20 ft. i (/) 'r-----~95=-LF 04· CPEP ssa·39'07'E 0 __ 6"'2*+-fo 63+00 64+00 +--(~) 83LF 24' CPEP BB-'3_9'_04_"E-+--l~-f (~". ',_.- (\ _). !/ r---D 90LF 24• CPEP sas·19·~·-E----+1- + 35 ·---------s + + {· 30 \ \ 4+79.01 \\ I ]-- 22 r.. C ~ " ®1 I VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON Will-I PUNCH ON CONCRETE POST MONUMENT DO'M-1 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF 11-IE CONSTRUCTED CENTERLINE OF EAST VAUEY HIGHWAY AT 11-IE NORlHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVO BB IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORlH 89'51'58' WEST _. ___ . _ .. _ t--JD?Lf. 12" CPEP :@ 0.0069 I / : , i __ 95LL18' Ce~ .!L0.0020. . .. : _. __ ... .... ... J .. .. _ ----~[ . . .. . .. 90"\ "~ r.PFR-11 n ,,nnn __ : •• 1 ••• _ • _ ·:····. • •• • _ • --9blf. 24'-CPEP @ 0.0~20--........ _ ! . .. . ... . ..... e. ' -lfl .. j . J 15 ----·· ----·-·----r-··········· ···--+··············-·· ··-··-t··········,··· ·;········'····-····-.... ····:·····+-···-·········· .......................... , ........ ··e····--.... --~--.................... .............. . j -··. ·-· ; ·-.. ··--·1· . . •" PR_,_·OSED·----··. : .... ---···tc=F9 ....... ce-·112s·TIPt1 .... 25 ........ i ................... +------.. ···/··\· .. ,. ...... --.......... ···-··· ---..... --···--@d··-~:·. -.;_:,;;-,1·-:o: .................. ., ...... ··-i-··.. ....... t ..... t;·;~~-~~;-~.;:;;······ ·········--·--t·----····--····· . r· .... t~ ~? ~~ .•. ~ .. Q.wiiWRLiN(······-----j·---. ·----~ "'"[. i 10 .. ···----·N-5244.3i+-••. •. • -• ·-· -·····-···-. . . ---. ·-. -1~ . J .... --···'" ./ .......... 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' ---..... -··--· --1 --r:.0635.58"" -j "'"I --·---. .JE:,, .. l 5,9.:L(1 2 .ce8' NE) .. --------------·--·-·····-·1···· ---------~·-·------------~~;;;;~:~;-~~2; p6;E~~wj" -----. --. ···-... --· --· 1r;--15.51l""(fa"-CP~P'-W)""""""""" --------r ·-------______ .. · 1·· ·-----------· 1 ··1-----·-----~~f ·1s::i-rrc1s:··cP"EP wj ... -----··---·--j--. ----. -----. . ---iE;;;. f 4.75· (24'-CPEP)_YiJ:r-·· t· -·---·1E:· 1s~;~ (1_~!M;~~·;, ···t-·1 <O .... -.,., I IE"=·15:7S" f8" CPEP E) ----·-l4.88 (24 CPEP--E---------------IE;,_·14.53 24" CPEP W,N} --~ ~1; ···-~; ________ ~; ~; ~; ~; ~; ~: ~; ~; ~ ~ ~; ~ ~ ~ ~ ~ ~ ~ ~ ~ ~; ~~ 0 • N~ 60 00 60+50 GENERAL NOTES 1. CONlRACTOR SHALL POlHOLE AND VERIFY LOCATION, SIZE, AND DEP1H OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND ORDERING OF MAlERIALS. NOTIFY ENGINEER IF PROPOSED IMPROVEMENTS CAN NOT BE CONSTRUCTED AS SHOWN. 2. SPOT ELEVATIONS ARE AT BASE OF CURB UNLESS 011-IERWISE NOTED. 3. SPOT ELEVATIONS REPRESENT FINISH GRADE ELEVATIONS. 4. A COPY OF 11-IE APPROVED STORMWATER PLANS MUST BE ON 11-IE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. BARRIER FREE PARKING SHALL HAVE 2% MAX. SLOPE IN ALL DIRECTIONS. 6. SEE BUILDING PLANS FOR DO'M'ISPOUT LOCATIONS. CONNECT TO ROOF DRAIN LINE. NO OFFSET ALLOWED. 7. NO LAND DIS1URBING ACTIVITIES SHALL TAKE PLACE W11HIN 11-IE WEllAND AND/OR WEllAND BUFFER AREAS. 8. SEE SHEET C3.2 FOR ADDITIONAL GRADING &: DRAINAGE GENERAL NOTES. KEYNOTES (j) PUMP STATION INLET ELEV= 13.00 (jJ GRADE CEMENT CONCRETE WALK TO DRAIN AWAY FROM BUILDING, 0.5% MIN. TO 2.0% MAX. (TYPICAL). 61+00 61+50 62+00 62+50 63+00 63+50 64+00 ,·,, \-- \ ' ' ' 64+50 RECOMMENDED CALL TWO BUSINESS CHECKED FOR COMPLIANCE I EXPIRES (jJ CEMENT CONCRETE RAMP, SEE BUILDING PLANS FOR DETAILS. FOR APPROVAL TO CITY STANDARDS THESE DRAWINGS ARE NOT TO BE BY ____ DAYS BEFORE YOU DIG ~~}:-,,:t~;:"" -----------DATE ---UW.UTlfflZmM.1ERAllQiCFNffCflllENtft!AllatU!lltS Civl1 Engineers TACOMA· SEATTLE 2215 North 30th street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 Siroelural Engineers USED FOR CONSTRUCTION UNLESS BY____ 1-800-424-5555 --------DATE--,.,:,Z:~~~°i:·.,., SIGNED BY THE REVIEWING AGENCY ------------o•·:rE ___ ~"//~i'l',''~~~':~%-r l.8ndscapeArthitects-------------------~-~--~~~~~~~~~~~~~~~~BY'._-=--=--=--=--=--=--=--=--=--=-~~~~~~=""""""""""""""""""""""""""""~"""""""""""""'-'============="====:'..'::::'=m=""""=-='"""'='";;::"""'='"'="=""'=...j CmnmunityP/an"9rs 1 -1 ----------------1 -1 --1 -1 _SUMYB>:_~B~RH~----1""1£: 1 .. =20 , ~~.l,.,"1,., CEDAR RIVER CORPORATE PARK 12/22/06 LandSurv,rors 1------j-------------+----+----+-----I .......,,CTH CITY OF CONCEPTUAL Na/9hbo!s 253.383.2422 TEL 206.267.2425 TEL NO. REVISION BY DATE RENTON ONE INC!I -MB/BE . ' Planning/Building/Public Works Dept. DRAINAGE PLAN & PROFILE APPR .........., ......,., NO: C3.3 SHEEf: OF: 18 38 ~ a: < a.. ' a.. a: 0 0 a: w :>, > :0,,. -a: a: < Cl w 0 _J \ \ GRAPHIC SCALE ( IN FEET } 1 Inch = 20 ft. . . ----1, ' ' ·----l·, ' • . . .. 0 / + '-"--~-'-:;:~~·FF= .. -. --1, I,.;,. '-l,,-,-.,-,~=· b,=.F, s=. =,"'='., -:-'~-SF, -4=~bdl " ~ <.) • • .. • ·-,-.-:". • . ~· ::::::7::!.to_o __ --1-~--t-74LF_2_4"cfPEP S02'30'56"E ·v ~ . , . •' . 12 ." ., .. ~-. •'l •. ~ .·· ·• . 70 00 70+50 71+00 GENERAL NOTES 1. CONTRACTOR SHALL POTHOLE AND VERIFY LOCA 110N, SIZE, AND DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND ORDERING OF MATERIALS. NOTIFY ENGINEER IF PROPOSED IMPROVEMENTS CAN NOT BE CONSTRUCTED AS SHOWN. 2. SPOT ELEVATIONS ARE AT BASE OF CURB UNLESS OTHERl'l1SE NOTED. 3. SPOT ELEVATIONS REPRESENT FINISH GRADE ELEVATIONS. 4. A COPY OF THE APPROVED STORMWATER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. BARRIER FREE PARKING SHALL HAVE 2% MAX. SLOPE IN ALL DIRECTIONS. 6. SEE BUILDING PLANS FOR DOl'INSPOUT LOCATIONS. CONNECT TO ROOF DRAIN LINE. NO OFFSET ALLOWED. 7. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE 'MTHIN THE WEllAND AND/OR WEllAND BUFFER AREAS. 8. SEE SHEET C3.2 FOR ADD\110NAL GRADING & DRAINAGE GENERAL NOTES. KEYNOTES U) PUMP STATION INLET ELEV= 13.00 (jJ GRADE CEMENT CONCRETE WALK TO DRAIN AWAY FROM BUILDING, 0.5% MIN. TO 20% MAX. {TYPICAL). . . i. s.•. • B 2, EP S.N . N ... ~ ... ~ ~ ~ ~ . .. 71+50 CM/ Engineers Slructural Engineers ' ' N * d ,,; N ~ 72+00 CEDAR RIVER CORPORATE PARK VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTION 1'11TH PUNCH ON CONCRETE POST MONUMENT DOl'IN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALL.cy HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON GRAPHIC SCALE ELEVATION = 18.84 0 a: a.. I / ,,I • Cl>U' 509·47•2.S 9Sl.f Yl + 0 + IE= 16.57 (12' CPEP S) IE= 14.53 (2• ' CPEP W,N) "" [fl .... 5 ~ ,,; d ~ ~ N 72+50 I ": ~ . , . IE= 16.8 IE= 16.85 ( * ~ + 73+00 \ s: 73+'\5. 5 '• 20 0 r-.•;- ( IN FEET ) 1 inch = 20 ft. 1, /f' .. / I I /'", -1,.>;>n) ,)q~ s: I ( 10 --~ ,...., __ _ L1.J ' LL -·--1 ' I -~·-./ . .. ;,,---"~ ,~·"~ ) I I ~~" '''. ~ .:: . ·' . ·,, /) ,,. v:_.:;---~ ·. -- I . . '--"' f, ·. . ' .. 00 "' . '° C) • N 5!! 40+50 I I I ! . • ,, " ' . ' \ -~ 00 CD . .,, C) • N 5!! 40+00 + RECOMMENDED CALL TWO BUSINESS FOR APPROVAL CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58' 'M:ST s-- CHECKED FOR COMPLIANCE TO CITY STANDARDS ! EXPIRES lb I 4 I @8 REUSE Of DOCUMENiS sy___ DA VS BEFORE YOU DIG THESE DRAWINGS ARE NOT TO BE -----------DATE ___ .:=°1t~f~!5~~ USED FOR CONSTRUCTION UNLESS 1 8 Q Q 4 2 4 5 5 5 5 ""':'J.':ih"J~'tll:O~· BY______ --------------DATE---1l£WSHl>DE9:M~1Dll't.REIN.A.SM (jJ CEMENT CONCRETE RAMP, SEE BUILDING PLANS FOR DETAILS. SIGNED BY THE REVIEWING AGENCY ------------DATE ~--~~og:,=~~'.l'lllll:'nll~ l.andscapeArchitectsr----.----------------,-----,---~~~~~~~~~~~~~~~~BY'._-~~~~~~~~~=-::;:_~!!!!l!!!!lll!!!!!!l!!!!!!l!!!!lll!!!!!!l!!!!!!l!!!!!!l!!!!!!l!!!!!!l!!!!!!l!!ll/ll!!!!!!l!!lflllll.ll!!!!l!!igl,:::::::::;::;::;::;::;::;::;::;::;::;::;::;::;::;::;::;::;::;::;::;~~·';;-::;::;::;::;::;J~'no~""':cr;""'°"~"""~'";""":'~"'~":NEL~ .,... """"""' """' TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 Community P/ann6,s Land Surveyors 253.383.2422 TEL 206.267.2425 TEL BRH r---1---------------r----r---t--L~~--_j DESIGNED, CTH ...... MB/BE - NO. REVISION BY DATE APPR N'l'R1lYED: 1 "=20' ... INCH AT FUU. SCALE F' NDT ONE INCH """"""""'°"""y CITY OF RENTON Planning/Building/Public Works Dept. CEDAR RIVER CORPORATE PARK 12/22/06 CONCEPTUAL PNlEl DRAINAGE PLAN & PROFILE C3.4 SHED': Of': 19 38 ~ a: <C a.. . a.. a: 0 () a: w > -a: a: <C 0 w () of . .,. .... . ·,i~ . / \ .. • _. . /. · .... ,. . I ! ; ' .. \ \ \ /\ I ('".,' ..... ,/ ,..., r, . '1·, \ \ ' V ; + I I I I / .• ... ..... . . ~ .. : 40 ' ~4 . ;\, er, C\\. , • ---~----w-_.-__~~~~~+~"~'J__li_w---- + 1:S'~ v, (\"'. i/ ~+OQ., 12· ""'iJ"-a·_39_•04_·E---IW / / I CEDAR RIVER CORPORATE PARK SW 1/ 4, SECTION 19, TOWNSHIP 23 N9RTH, RANGE 5 EAST, W.M. CITY O RENTON, KING co NTY, WASHINGTON I "' c{::> ~ . V + GRAPHIC SCALE / ~ ;_,/ /' ----__,,. \ 3;: , . . --I \ I './ ~ I ,., Ch.·· . ,; I ' .. ·i -. ~·· ----- Q3+00 '\>'' / t---,-/---0 +168LF 18" CPEP S88~9'04'E I ~+---0 / 0----D--+--~W \ ./ /\'VE :TL 7\1 l [l / \ II CO • JO -·---_: ___ --=-----~------... ______ ... f--·-·· _ ......... ·· l ---------·-·-----.11 ............. -·-~. ---1-·--____ --------~------......... --~~ .. ~:..EX ISTIN G vRADE_JlllQ. .. 0£ PIPE._ .. _____ [ ----------------l---...... -----__ -I ------. . _____ ... i-, ........... -------~ ----·--------·-1-....... ------·---+-----------.... ] _____ .. ____ •-.i--------------~=----~~grziJ:E~i,~:~~~;~o:_::: n 25 __ ·-·--·----·· ... .,~----·------------i-·--·--........... ---t,---------·------·--... ·---------...... ]-.. ------·------r· ............ ---. ----t -------. -----·----'/NISH. 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CPEP _NW,SE~---. ------L .. --... ---· --1-___ ,, __ --~~ 16~~f ~s· -PVC N) .. ·--" --·-----------------~~~ 1~,;;00 12· I CPEP--W,NE --------i -------------_____ j _ -------------------r -·--------------t ·-------.. -----·-t~:440·92" ------r ··---.......... ' -·±-----------. ti ---------------1 ---------------t ------------------.. -r i -----------------"---,E= -1 s.12 +(r2·· CPEP NW,E) .... -----------... ---IE-;,; 1 §:oi" f 18' CPEP . E) -) _______ J__ -------------1 ----------------f-------------1------. --------. t··--------------~~ -,;_!;5(6;--PVC-Nj -------. ; ---I ---· -------------~ ILi E= 14.45 (18" CPEP W.E) ! I 3!': r--r--. "' 0 • N~ =°' . "' 0, • -~ 0 a:, -"' 0 .,; N_ NO . ,.._ 0 • N~ r-"' • 00 0, • -~ co 00 . "' 0, • -00 - 1 Ill ...I ~~ --:~ O?oi r::38 en I' ~ o:i ~I-o, a:i ~ ::c· ..-.,..._ ..---,t --IO l ~---__JL_ ___ ___i ____ _L ____ _t_ ____ ____L_ ____ _L___ ____ _L_ ____ _L_ ____ L__ ___ ____l ____ _L ____ .....L ____ ____L_ ____ _L___ ____ _L_ ____ _L_ ____ L__ ___ ____l ____ _____L ____ lllt- 25~ ,C I :::I 20 00 20+50 21+00 ~ENERAL NOTES 1. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION, SIZE. AND DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION ANO ORDERING OF MATERIALS. NOTIFY ENGINEER IF PROPOSED IMPROVEMENTS CAN NOT BE CONSTRUCITD AS SHOWN. 2. SPOT ELEVATIONS ARE AT BASE OF CURB UNLESS OTHERWISE NOTED. 3. SPOT ELEVATIONS REPRESENT FINISH GRADE ELEVATIONS. 4. A COPY OF THE APPROVED STORMWA TER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. BARRIER FREE PARKING SHALL HAVE 2% MAX. SLOPE IN ALL DIRECTIONS. 6. SEE BUILDING PLANS FOR DOWNSPOUT LOCATIONS. CONNECT TO ROOF DRAIN LINE. NO OFFSET ALLOWED. 7. NO LAND DISTIJRBING ACTIVITIES SHALL TAKE PLACE WITHIN THE WEn.AND AND/OR WETLAND BUFFER AREAS. 21+50 22+00 22+50 23+00 23+50 24+00 24+50 ' RECOMMENDED CALL TWO BUSINESS VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTION l'f1TH PUNCH ON CONCRElE POST MONUMENT DO'M'-1 0.3 f'OOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVO 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89"51 '58" WEST ____ .. --., Cl 30 ----.. ·---------·1· .. -------·HoiiioNT.!lt.-·scAu:;-,;·:·2ii~ ....... ---· .............. -: ·cXIS-TING"f{fffleAe'iSeAt:f-PI\"[ ;·rn•·· ·1: 25 • ........ -··-·------.. "j----------·-----~NISH'"GRADE-«»-C[' 0~ PIPE I ' ,, -•·--·~·•··~·•••·----"'-••-••"••~+~-~··-··••••-.,,__., ... ~~•-~·~•""'-•-~ l,,w•"·•-<•••~ ... --·-••m•••-•••••••••••~.~-•,._.~j I ! ,: 20 ---==---, --· _..,,,..,..........,,.,..,,,,.,,,, =-·=··=·=-·=--~-i ! ' ,, · ----55 .f'. .... 12~-CP P-@0.0 07··--·--···· ··--·· ---···ii J i' -... --.. ....... . ........ ,....... . ~ 15 80 00 80+50 • I EXPIRES G I 4 I C!8 4 8. SEE SHEET C3.2 FOR ADDITIONAL GRADING &: DRAINAGE GENERAL NOTES. CM/ Engineers FOR APPROVAL THESE DRAWINGS ARE NOT TO BE BY____ DA vs BEFORE YOU DIG ---------DAJE ---~~~:;.~;='11'.:R« UM,\lllltmZm M.lERAro! Cf /NI' fT 11£ tlflliMATIQ\I OH 'iHS CHECKED FOR COMPLIANCE TO CITY STANDARDS KEYNOTES @ PUMP STATION INLET ELEV= 13.00 (y GRADE CEMENT CONCRETE WALK TO DRAIN AWAY FROM BUILDING, 0.5% MIN. TO 2.0% MAX. (TYPICAL). (]J CEMENT CONCRETE RAMP, SEE BUILDING PLANS FOR DH AILS. TACOMA· SEATTLE .2215 North 30th Street , Suite 300, Tacoma , WA 98403 1200 Sixth Avenue, Su ite 1620, Seattle, WA 98101 USED FOR CONSTRUCTION UNLESS BY ------1 800 424 5555 °"W',l,'l;\.-,~':~~-----------DATE --11£tow..,"""' """"""""""" .. SIGNED BY THE REVIEWING AGENCY ------------DAJE ____ .:":.";:,~~~~~%-. LandscapeArchilects,----,------------------,---,-~~~~~~~~~~~~~~~L~B~Y~=-=-=-=-=-=-=-=-=-=-;:_~~~~~~~~~~~~~~~~~;;:;:;;:;:;;:;:;;:;:;;:;:;;:;:;;:;:;;:;:;;:;:;;:;:;;:;:~~;;:;:;;:;:~,11;-:::"'"'::m:rnmr.;;',mmc:;:;•"10~'"""":;"~""-~LJ .,.,, 5UIM.'IED: ..,.., Comf11/Jff/ty P!anners Land Surveyors 253.383.2422 TEL 206.267.2425 TEL BRH i------ii--------------i---i---i---1----':"~ __ _j -CTH ...... MB/BE - NO . REVISION BY DATE APPR - 1 "=20' OHE>HCH AT FUU. SCALE IF NOT DI£ IHCtl ,c,u:-.v CITY OF RENTON Planning/Building/Public Works Dept. CEDAR RIVER CORPORATE PARK 12/22/06 CONCEPTUAL DIWIINO NO: DRAINAGE PLAN & PROFILE C3.5 SHttT: OF: 20 38 ~ a: <( a.. . a.. a: 0 0 a: w > -a: a: <( 0 It) w • CW) 0 u .... w w ::c 0 0 0 + It) "I "' Iii( .... 0 w z: ..... ....I! :c u .... Iii( :Ii GRAPHIC SCALE i 20 • ,.~ { IN FEET ) 1 Inch = 20 ft. 40 TACOMA SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 Civil Engineers structural Engineers CEDAR RIVER CORPORATE PARK VERTICAL DATUM lNAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTION l'llll-i PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF ll-iE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT ll-iE NORll-iERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON GRAPHIC SCALE 20 I ( IN FEET ) 1 inch = 20 ft. GENERAL NOTES 1. CONTRACTOR SHALL POll-iOLE AND VERIFY LOCATION, SIZE, AND DEPll-i OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND ORDERING OF MATERIALS. NOTIFY ENGINEER IF PROPOSED IMPROVEMENTS CAN NOT BE CONSTRUCTED AS SHOWN. 2. SPOT ELEVATIONS ARE AT BASE OF CURB UNLESS Oll-iERl'IISE NOTED. 3. SPOT ELEVATIONS REPRESENT FINISH GRADE ELEVATIONS • 4. A COPY OF ll-iE APPROVED STORMWATER PLANS MUST BE ON ll-iE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. BARRIER FREE PARKING SHALL HAVE 2% MAX. SLOPE IN ALL DIRECTIONS. 6. SEE BUILDING PLANS FOR DOWNSPOUT LOCATIONS. CONNECT TO ROOF DRAIN LINE. NO OFFSET ALLOWED. 7. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE Wlll-ilN THE WETLAND AND/OR WETLAND BUFFER AREAS. B. SEE SHEET C3.2 FOR ADDITIONAL GRADING & DRAINAGE GENERAL NOTES. KEYNOTES d5 PUMP STATION INLET ELEV= 13.00 (i} GRADE CEMENT CONCRETE WALK TO DRAIN AWAY FROM BUILDING, 0.5% MIN. TO 2.0% MAX. (TYPICAL). (jJ CEMENT CONCRETE RAMP, SEE BUILDING PLANS FOR DETAILS. ,, \ \ \ \ \ ,! \ l ., 1 \ ' ) } ·\ l l 40 I + ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORll-i 89'51'58' WEST \ \ 90 00 • C, C, I 90+50 0, ,,, • <O m • -~ RECOMMENDED CALL TWO BUSINESS CHECKED FOR COMPLIANCE j EXPIRES b I 4 I !?)8 FOR APPROVAL TO CITY STANDARDS REUSE Of DOCUMENTS THESE DRAWINGS ARE NOT TO BE BY____ DA vs BEFORE YOU DIG ~"""'.':'~.\':':J'~"\\'.:"" -----------DATE ---V1WJ1H0012ID i11.iru110H er >Xr Cf ilf lffmUiTKlH OH ms USED FOR CONSTRUCTION UNLESS BY____ 1 800 424 5555 °"':'~~',::..~· --------------DATE ---11£t!IEASOO DESKl!S NCORPORATEOt£RDlt, ~NI SIGNED BY THE REVIEWING AGENCY ------------D•'JE ___ .'l.."':"/i:r'~ffi'&.~/:"~~ LandscepeArchitects ---,-----------------~---.---~~~~~~~~~~~~~~!!_~BY'.__-=--=--=--=--=--=--=--=--=--=-~~~~!!l!!J!l!!l!!J!l!!l!!J!l~IJl!l!!!!l!!J!l!!l!!J!IIJl!l!!~l!!IJl!l!!IJl!l!!IJl!l!!~~;;;;;;;;;;;;;;;;;;;;~"~;-;;;;::;,,~-:,:-:"~'™'"~""""~NJ~"""'~'°'~a-,:..._~j CommumtyPlannera 1----+-----------------+----+---r----l'"-.........,,,,, __ B_·R_H ___ _,"""' 1 "=20' ~.:t,"\.l.,"1n1 CEDAR RIVER CORPORATE PARK "'12/22/06 Land5u1YByo!$ 1---1---------------+---+---+--------I ""'"'"'i:TH CI TY OF CONCEPTUAL .. ,c:j RENTON uJ, 11 ~--NBighbor.; 253.383.2422 TEL 206.267.2425 TEL ....... MB/BE ---+-----------------.J..---+---+----j - NO. REVISION I BY DATE APPR - ONE'"°" Planning/Building/Public Works Dept. DRAINAGE PLAN & PROFILE DIWflNO NO: C3.6 SHEEf: OF': 21 38 I I ~ 0:: <( a.. . a.. 0:: 0 () 0:: w > -0:: 0: <( 0 w () ----------- GRAPHIC SCALE CEDAR RIVER CORPORATE PARK SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 29 e .., ! ( IN FEET ) 1 inch = 20 ft. 81LF 1a" 1BEP S01'20'56"W ./ -~- ( 0 ' ) :'..i '. . .. . .. . ' . . ' " . . . 'I .. '·.~·,:,·~·:'.::,:].'=:;';:l=, .. :::!.,:;::·::,·t~dk;'''c-··_':--'\-"·.~'---~s~·~-'·-,: -~"I·_,~-~~--<.-.•:_.,,_; ... ~ .... _·· __ '·. _---~·:·'.~_..:'.~--··_.tJ:i,:_~ · \ • .;· . .,_·.:, ... , .. ~ •··.,. ., ;.· ·.·: · "r ;,"I.,,• _'I~-_..·,. t. -~ , • •. --~·- "'====I ' /,---··,, ""r···"" .. ~ . . ,· (;\~ .. - ----/ t .. =l==c;/ r·-·---- f----~~==1c-+.-.~= .... -'--+--*"~-- 32+50 CM/ Engineers Slructura/ Engineers ·+-\ I + --- / ,. , ./ RECOMMENDED FOR APPROVAL BY _____ _ BY _____ _ 1111 II -N,; 1-111 WII W111 %111 0. 01 Ill + \ ' \ VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON S~ASS BUTTON WITH PUNCH ON CONCRElE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMAlELY 6 FEET EAST OF THE CONSTRUClED CENlERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENlS IN SW 23RD STREET. BEARING NORTH B9'51'58" WEST 2. SPOT ELEVATIONS ARE AT BASE OF CURB UNLESS OTHERWISE NOlED. 3. SPOT ELEVATIONS REPRESENT FINISH GRADE ELEVATIONS. 4. 5. 6. 7. 8. A COPY OF THE APPROVED STORM WA lER PLANS MUST BE ON THE JOB S11E WHENEVER CONSTRUCTION IS IN PROGRESS. BARRIER FREE PARKING SHALL HAVE 2% MAX. SLOPE IN ALL DIRECTIONS. SEE BUILDING PLANS FOR DOWNSPOUT LOCATIONS. CONNECT TO ROOF DRAIN LINE. NO OFFSET ALLOWED. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE WITHIN THE WETLAND AND/OR WETLAND BUFFER AREAS. SEE SHEET C3.2 FOR ADDITIONAL GRADING & DRAINAGE GENERAL NOlES. KEYNOTES UJ PUMP STATION INLET ELEV= 13.00 (jJ GRADE CEMENT CONCRElE WALK TO DRAIN AWAY FROM BUILDING, 0.5% MIN. TO 2.0% MAX. (TYPICAL). (jJ CEMENT CONCRElE RAMP, SEE BUILDING PLANS FOR DETAILS. CALL TWO BUSINESS DA VS BEFORE YOU DIG CHECKED FOR COMPLIANCE TO CITY STANDARDS ~----~~~-~--DATE~-~ ! EJCPIRES G / 4 I (!)8 REUSE OF D0CUMEN1S 1-800-424-5555 THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THIE REVIEWING AGENCY I.and6cap~Archflects~-~-----------------~--.--~~~~~~~~~~~~~~~L-B~Y~=-=-=-=-=-=-=-=-=-=-~~~~~~~!II) SIJIMYED, SCALE> ~~~~~~~~~~~-DATE~~­ ~~~~-~~~-~~-DATE-~~ """' TACOMA· SEATTLE 2215 North 301h Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 Community P!ann81S Land Surveyc£S Neighbcis 253.383.2422 TEL 206.267.2425 TEL BRH t----t---------------t--t--t--i--~~--_j """"""' CTH ....... MB/BE """"""" NO. REVISION BY DATE APPR - 1 "=20' """'""" lir FULL 8CAI.E F NCT ONE INCH -..--, """""' NAVO 1"'!1 HORIZONrAL: NAD 1983/19111 CITY OF RENTON Planning/Building/Public Works Dept. CEDAR RIVER CORPORATE PARK CONCEPTUAL DRAINAGE PLAN & PROFILE I),., r· ·1· 7 ; C.v - 12/22/06 FIELDBOOKt PAGE> SHEET: OF: 22 38 . a.. a: 0 0 a: UJ > -0: a: <( 0 LLJ 0 ,;,-, '\ ·' ,,, ,, ,· \"'~( '1~.j~1(;).: ~i~b . .J~ ~ f\,..!/,.hi ,}. i?ll·,·'.ttt:J \ \,' ~.\,1-1,f.., '4"\ ·1·' . · \-" '. i''i] ,.v l o / f ", r"~i I U)I Jjii I I I ·/'I 1 1 I J QI .;J·iii UI 1·1'11 C ,·tri (D! J ·.1 :' Hr", n I / . I", t<~ PROJECT BENCHMARK~ i I {)jt1 N· 551952 1l1,t1 ' • I !' I iii E: 4971.24 1 ., 1 I;.! 1 I J. l 1.f i \ ~ I J/1[ ~BM #2 ~11 l'~IJ I I 111 TOP OF NE BASE BOLT 1 ·:j/ 1 1 11 / OF LUMINARY. ELEV=23.11: /\; !II I I I 2 11 ' 5 " ~ '" I 210 QI --i)_f?_ \,!~--s s ==> --~ I 'I .1~ -_¢ ~ Q_ E C -~ s ' ·r-4--....44/~,;;;!,. 9H-.··11d.18' 10 . 1.JJ 1 ,./>) t I SSMH RIM 21. 76 CTR CHAN 10.5 I I-~ , . CL ··,\ ~-· 1 . ·/j1· v· 2 'I I ! f. "l!I' i p=; I I I I I '1 )1 I ,····1 . I i ·. (l; I (f)I i 11 . i I ,rl , .• ,_ l.tJ! 210+00 21o+50 TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 CM/ Enginoors ! I\ :\/! t:. [, 4 i Cj ' tC) I l ---· l. + CO N ..... 0 . N~ . ·----. ,, t/)0 ('' -~ <\')' + •' co " • <O 0 • N~ "-\ ~\ \ \ ' ,,._\ r'\~(;).,,,,., C,'<;:r\ •\ \ +· \. I ' I J \, n r:· ,,j r JJ " Jj ,,/ /_\ .. ,/ I ; j di i' W- . \ \. \ ' ' 1\ \ RECOMMENDED CALL TWO BUSINESS FOR APPROVAL THESE DRAWINGS ARE NOT TO BE BY____ DA vs BEFORE YOU DIG Si!Uclura/Engmeers USED FOR CONSTRUCTION UNLESS BY____ 1 8 o o 4 2 4 !andscapeArcltft<cls SIGNED BY THE REVIEWING AGENCY ---5 5 5 5 ---r-----------------,-,--~~~~~~~~~~~~~~~L_B~Y'.=-=--=--=--=--=--=--=-=-=-=-=-~~ Commun/t'j P/e(lnets I -""""" BRH LandSUrveyors Neighbors 253.383.2422 TEL 206.267.2425 TEL NO. REVISION BY DATE DE5IGNEI> CTH ....... SDC """""" APPR - 1 "=20' ONEINCII AT FUll. SCN.E f' NOT ONE INCH SCN.EACC<l!lllOQ.Y CITY OF RENTON Planning/Building/Public Works Dept. VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND 01'1 BRASS BUTION 1'11TH PUNCH ON CONCRElE POST MONUMENT DOl'M 0,3 FOOT IN A MONUMENT CASE APPROXIMA lEL Y 6 FEET EAST OF THE CONS1RUC1ED CENlERUNE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVO 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENlS IN SW 23RD SlREET. BEARING NORll-1 89'51'58' WEST CHECKED FOR COMPLIANCE TO CITY STANDARDS -----------~DATE--- -----------~DATE--- DATE--- CEDAR RIVER CORPORATE PARK CONCEPTUAL SEWER PLAN & PROFILE j EXPIRES b I 4 I @8 """ 12/22/06 DRAWlNO MO: C4.0 SKEEr: OF: 23 38 ~ a: <( a.. . a.. a: 0 () a: w > -a: a: <( 0 w () GRAPHIC SCALE ( IN FEET ) 1 inoh = 20 ft. ..... ~ " ' ·' 11111111111 \ \. CEDAR RIVER CORPORATE PARK SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTION 'MTH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPRDXIMA TEL Y 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT lHE NORlHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.64 CONVERSION FACTOR FROM NGVD 29 TD NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING ND. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51 '58" WEST MATCH LINE STA, 212+67.80 SHEET C4.0 GRAPHIC SCALE 20 D ~--1 10 i 20 I ( IN FEET ) 1 Inch = 20 ft. TACOMA· SEATTLE CM! Engineers Slructural Engineers \ \ I \ \ .\ RECOMMENDED CALL TWO BUSINESS I EXPIRES CHECKED FOR COMPLIANCE · TO CITY STANDARDS FOR APPROVAL THESE DRAWINGS ARE NOT TO BE BY_____ DAYS BEFORE YOU DIG -----------DAJ[ ___ ..J.l=1~:"i;i..,~""1\'tocw UJl,l,IJTHOOIZEJ M.lWnc« Cf Nff (J' Tl£ tffllMA1lCtl CN 111S USED FOR CONSTRUCTION UNLESS sY______ 1 8QQ 424 5555 ""':".1.W-.. 'I:~:..~'· -.. -------DATE --><rusooDEl»S""""""'''"""' SIGNED BY THE REVIEWING AGENCY .:l."'oo"W:,~~~'W~ri,1~ l.andscspeArrhitecfsr---.-----------------,-----,--~~~~~~~~~~~~~~~B~Y======-=-=--=--=--:::;._~~~~~~~~~~~~~~lllllfflillllllll,::;---::;--::;--::;--::;--::;--::;--::;--::;--::;--::;--::;--::;--::;--::;--::;--::;--::;--::;--;;-~DA~T;;E=-::;--:;-:;:::;--::::-=~ona~,...:"~"il<lll~""""~""""'=':'""'~""-~LJ SURYEYm: SCAm o;.re Communil)'Plannera l----+------------------1----+---+--4-__ B_R_H -----l 1 "=20' ~J:'1.l.."7, .. , CEDAR RIVER CORPORATE PARK 12/22/06 LandSu~eyor., f--------Jf-----------------+----+----+-----1 .....,,..CTH CITY OF CONCEPTUAL Neighbors -SDC Oil£ INCH AT FUU. SCALE RENTON Planning/Building/Public Works Dept. SEWER PLAN & PROFILE C4.1 2215 North 3oth Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL NO 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.2672425 TEL • REVISION BY DATE APPR ..........,,, F NOf ONE INCH = ACCORDINOLY SHW: OF: 24 38 ~ a: <( 0.. . 0.. a: 0 0 a: w > a: a: <( Cl w 0 CEDAR RIVER CORPORATE PARK SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON GRAPHIC SCALE ( IN FEET ) 1 inch = 20 fl + + I Cl \ I I I I ---·--·------~---- \. \ I \ 11="+-~--_i __ \ \ VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON \IHH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VAlliY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVO 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58" WEST .... ___ ,, ... /f I I I + ; . ·4_ . · . .,, ,,_~· ... ! I f')\ w-\ ·1··r, \ '\ v r-· ( ... t) ) 2. , , ___ _ . ~ . . ,/' • ' . ·----·-/ / 0 MATCH LINE STA, 214+54.68 SHEET C4.1 • \ 0 •••••••••••••••••••••••••••• CJ I • I Ill II "' ig Ill 0 .,; N Iii - Ill --0-----~ D---•-w 19:> -J-----=r,_:s;.. ¢:'_. -D-----D--111Hc ---0 o ~-----~~~--Q 20 \ ··------- ~--· '(J)" 215+00 /,: ') v --r!;:/:)-. --~ D--·-··---1~ --,C---4--S-1-----..:::+~:....· _ _,_ __ s--+· __ 2_1_6.j..+_o_o_S---.;,:--35-+:,!--NB8s9-'04_·w ____ 21_7_+1-_o_o ___ s--..:..+1--cf_·)_) ____ s_2_1-,8+1-0_0 __ 2, __ t,~-J~- c,~)" 81.18 PROPOSED UILDING FF = 20.5 ·" :• • 4 'D' I • \ + " .. . -~ 1.11"''= n ·~ IR-Plir1 i IE(OUT)= 13.39 8" PVC) N: 5326.60 E: 5262.76 ": ii!l "' i;:l ~ .,; 0 .,; N -- 215+00 • -----"·--· st; 0 N I I ---~--·------ ~ ~ ~ .... U') lo d .,; ~ c,; N -- 215+50 m TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 i i i !:l st; .... i;:l U') DO 0 ~ d .,; ~ ~ N N -- 216+00 216+50 CM! Englneers I - ! "' :::: d .,; N - -..., ' "' 0 • N~ . l· _ _L__ ______ .L_ ______________ __L ____ _ 217+00 217+50 NO • O> 0 • N~ THESE DRAWINGS ARE NOT TO BE Sfructllra/EnglneetS USED FOR CONSTRUCTION UNLESS + '~--··· ") "' d 0 ~ N 218+00 RECOMMENDED FOR APPROVAL ") d N BY _____ ~ BY _____ _ in c,; - cJ \ 0 ' N ~ ~ "'0 d "' ' c,; 0 ·o N -N ~N 218+50 CALL TWO BUSINESS DA VS BEFORE YOU DIG undscapeA,,Ntec/s--~-----------------__;.SIGNED BY THIE RIEYIIEWING AQE~N~C~Y~~BY=-=-=-=-=-=-=-=-=-;__~ """"""' """' 1-800-424-5555 Community Planners ~--+------------------1-----t-----+---I Ne/gh/Jois 253.383.2422 TEL NO 206.267.2425 TEL ' REVISION BY DATE APPR BRH DESIONEI> CTH ,,._ soc -- 1 "=20' ONE INCH "' FVU. """" IF NOT ONE INCH =-y CITY OF RENTON Planning/Building/Public Works Dept. •.• '~ •.• · .·· ~~-/,' .. 0 . ' .. ---~· ---+-MsH . 1 ·.·. . 1----. 0 I j I . " : . '"-·--- r-1 4,_,. __ CHECKED FOR COMPLIANCE TO CITY STANDARDS i EXPIRES 6 / 4 I @8 -~~~~~~-~~~~DATE~~~ --~-~-----~~DATE~~~ --~--~-----~DATE~~~ CEDAR RIVER CORPORATE PARK CONCEPTUAL SEWER PLAN & PROFILE """" 12/22/06 ....... DRAWING NO: C4.2 SHEEI'": OF: 25 38 ~ a: <( a. . a. a: 0 () a: w > -a: a: <( Cl w () A· •. L. · .. J., .. ~,i-~ 1--..... ..,...~15•·---.c... ... ,;. .J _-"' <; CONCRETE CLASS 3000 12", , . 2'-0" SECTION A A FIBER JOINT PACKING .WATER TIGHT PLUG ····.tl·;·············.··.··.·.8 . " .. •' ·. _-' _;. . . . . 45' (1/B) BEND . ' Ji· I $·$£;.A =1 21' PIPE MA TERI AL AS SPECIFIED ·BY<THE ENGINEER $ECTION ·e-8 CA$J iRON RING ANO COVER =; . ·.. . . . . 1, 6" Cf.EANOUT RING.ANO COVER SHAl,L SE EAST JORO~ IRON WORKS, INC. No;·;~_115;,· CLEAtf. ()UT -SHALL BE A WAttR· TIG\H --~~MBLY, 2 IN:,UNIMPF{O"IEO AREAS, POUR_ A t'--o• THICK, :2•-(t.. ~ME;- , CdNCRElE.. Cl.ASS ·JOOO, PAO AROU~[I JH( RING .AND COVER.: .3. !N"ASPHALT'R0ADWAY$, RESTORE ARQVHD q.;E~OUt)~ING_ ~D C.OVER· A-S REQUIRED BY STANOARD DETAIL DRAWi.NG BRJ6. tM/10 Ro'lfsed no~ftS. 6 INCH CLEANOUT ADOPTED CfN OF RENTON STANDARD PUNS L5T DAn:: ()4./04 \--i: 10 11 Added notes. DATE R ION ..OH DMC V BY APPR DWG. NAME: B076 SP PAGE: 8076 (DCLEANOUT 1 NOT TD SCALE 1 .;..;.._12-"--nr""""""i;a..-----'....;.... MANHOLE FRAME AND . CO.yER 1 Sff DRAWING BR29 7' MIN. j 'B' ~ 6" MIN. (TYP) · (SP PAGE 8074) . ADJUSTMENT (4" MIN,) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS -3 / 4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. .. PIPE SIZE -'E' LADDER-STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION ·. OR CAST IN SHELF; SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 'A' 'B' 'C' '.O'. 'E' 48" MH 48" 6" MIN. 5"MIN 24''. MIN. 21" I.D. 54" MH 54" a"· MIN. 5.5" MIN. 24" MIN. 24" 1.D. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. ·tiQW; ::<iY/'STEPS to eE J/'4t III DEFORMED. EJAR GALVANIZED SAFETY s-TEPs OR EQVAL. '';-".::}2:: -. $.;}~$, ARE TO 8E 1N PLACE BEF'ORE MANHOLE SEC110NS ME: INSTALLED. -·--''.i3.,c.CAS11NG-iO. BE ·p£R .ORA'MNG 8R29, . . ,_4.:'.·· MANHOJ.$.st(rnONs· TO eE OF RONFORCEO PRECAST CONCRETE. ·,_ 5'. AU: 'JOINTS ._SHALL BE GflOUTEO. 6. SANITARY SE't'ltR MANHOLES SHALL HAVE AU. INTERIOR SURFACES. INCLUDING CHANNELING, COATED'. (stALED} 'M'TH A HIGH SOLIDS URElHANE COATING: WASSER MC-AROSHIELD OR APPR.OW EQIJAl,: COLOR Of COATING SHAU. _BE_ 'M-IITE.-. 7, RU88,£R GASKETED JOINTS SHAU BE IN CONFORMANCE WITH ~STM C-4-4;;5. a, CHANNEL HEIGHT SHAU. BE A MINIMUM OF J/4 .lHE INSIDE DIAMETER OF THE LliRGtSl PIPE. 9. CONNE'.CTIONS TO MANHOLE SMALL BE _MADE US1NG GPK AOAf'TOR, t<OR-N-SEAL BOOTS OR APPROYEQ EQUAL 10, MANHOLES EQUAL TO ANO l',REATER THAN 20 FEET OEEP SHALL HA\'E A -suRETRACKR CLIMBING ANO FALL F>ftOTEC'TION SYSTEM INSTALLED. SANITARY MANHOLE TYPICAL DETAIL ADOPTED CIT'( OF RENTON 0 ' ·~ 1. ~ ~ co~. ~ALL BE ~~: UO_,-,i~ .. tA$)_._J0RoAf(lR~ .WORKS~·-:° : l!H;." .'No.. 3705 (LOCl(INc;). (IR;,-.tQuAf,., _--~ ." .-: . ' . ·._· ' . ,. 2. ~~E· ANO .CO~ .SHA~_._sr:,t'WAltR' .11GHT,A5SEMBLY ... , .. '· .· .. · 3, USE _f:AAl,ff: ·ANO "COVER r(lft ·sTPt™: (SP:ECJF'Y.: "PRAIN''. ,ON~ c~) ... " ·. SANITARY (SPECIFY. "SE:Wl;lt'_'), OR WA1tR (SP~clFY "WATER"). . -. { '' DCV .~D8' .oH · O.MC CEDAR RIVER CORPO,RA TE PARK SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ',/ ----L:::::::t ..c::::::J ___ _ \\ ~. ~ ,, / /. I I I I I I I I I I <./ ' \ \ \ ; .. -... ,·· ··'. \_ \ \ \ \ \ . \; .. MANHOLE FRAME AND 6,:ivrn ADOPTED Cl'l'Y OP' RENTON STANDARD P.LANS LST DATE: 04/04 ~-4----..:.:PROPERTY LINE:._ __ _ . ··;,; :, ~/.': .~UILOJNG S£Y/tR PIPE . TEE 'MTH 6" SIDE OUilET 61'. SIDE'. SEWFB AND etm DJNG·.-s~WEB 6" MIN. CONCBUE Bl OCKING--··.ANGLE'. OF TEE AT .MAI_N.· <:/¥Eli .-:25 ELEVATlON 6'-0" Fl.!lVRE BUILDING SEWER 2"x 4•• STUD S~R\ACE: 'MARKER PAINT UPPER PORnON·'M--lm:'ANS:STENClL ON SIDE -WORDING ~SEWER_• ·Wl_'rl+ 3" HIGH SLACK LETTER~. AN_D -f&,-Y.,RE -WRAPPED AROUND THE STUD ANP'EXT£NOtO TO THE TOP OF THE SlUO .. ~~E~A6R&Rs~~R~Pfg1r~ ~TN c~ ~iTNJ~·,i~t~~:T -WHEN CONN_ECTING NEW SIDE SEWERS TO EXISTING MAIN._ PLAIN ANC, R.EINFORCEO CONCRETE, 01 PlPE AND Cl P.IPt;:' ~R MAINS ARE TO BE CORE· DRILLED. :Ew~~OEDC~~ PIPE SHALL BE CUT AND HAVE A NEW 1£E· 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. HORIZONTAL TYPICAi SIDE SEWER El fVAlJON MQTI:: . .·.· liNLES5. 01HgRW1SE SHOWN. ON P.\.AN, SIDE SE'IIER SHALL HAVE --A MINIMUM 2.5' COVER /\T RR()f'~~TY UNE OR ~-5' LO'IIER lHAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER INSTALLATION £JiiER ~i~ERTY LlNE) ~ LST DA1E: Ooj/04 "/:'1-': ;; . 0 V A~ ~N[:·====:l1BYt:· l.!,ejPEEiL_·.:co~wl!'_G".:·~N~A~M~E::_: _EJB~0~74::_ ___ ~S,1lP~PA~G~E::_: ~B0~7~4~ 10 J7,'ie .Mue,fnot.a. ATE SP PAGE: 8076 DWG. NAME: 8078 '2\ MANHOLE FRAME & COVER ~ NOT TD SCALE CMf Engir1eers Stroctural Engineers (DSIDE SEWER ~ NOT TD SCALE AECOM MENDED FOR APPROVAL THESE DRAWINGS ARE NOT TO BE BY ___ _ USED FOR CONSTRUCTION UNLESS BY ___ _ BAc1<ic1LL MA TERIAi_ (SECNOTE 5). ~· ~~ CON.CRETE Ct.ASS C " C>UO<.> (SEE· NOTE 8) . . FOUNOA TION LEVEL . . .. • • .. r:-~ (SEE NOTE 4) BACKFILL MAlERIAL .. (SEE NOTE ~) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE'. 6) FOUNDATION LEVEL VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTION 1'11TH PUNCH ON CONCRETE POST MONUMENT DOv.N 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSlRUCiED CENTERLINE DF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY, ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD S1REET. BEARING NORTH 89'51'58' WEST LIMITS OF PIPE ZONE ~~-~. ______L BEDDING MATERIAi. FOR FLEXIBLE PIPE (SEE NOTE 7) -~ FOUNDATION LEVEL (Cl.ASS 8, C, D, DESIGN) BEDDING FOR RIGID PIPE UMITS OF PIPE ZONE (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE ilW• 1.·_PROV!OE UNIFORM SUPPORT UNDER BARREL. 2 •. HAND TAMF'" UNOER .HAUNCHES. , -:t COMPACT"BEOOINQ MATERIAL TO ·95% M~. DE:NSITY. EXCEPT OIRECTLY OVER-_fllPE:_'HANO TAMP ONLY. . 4. SE°E -"EXCAVATION "A.NP PREPARAllON. 0( .TRENCH" IN". THE SANlTARY · $EWERS· SECTION OF THE STANDARD $PEClff0TAll0NS--fOR:.fflENCH WIDTH ~'-W' .A!'IO m£Nct:11NG QPTION_S. THE PIPE :ZONE· °MU. 8£. THE ACTUAL mENCl-f. ·v.,oll11 EXCtPT FOR CLASS A etQOING. THE: MINIMUM CONCRETE DIMENSION WID1H SHALL BE 1--1/2 I.D. + 18''. . . ·. . ' '. 5. iRENett QACkAU. $HALL CONFOR"! TO ''BA_C)(FIUJNO SEViat TRENCHES" IN .Tl1_E·SAf;UTAR_Y SEWERS .SECTION ,()f TH_E··STAN0AAO·-SRECIF1CA110NS, . ~;:~ ™:Ji'iKtT 1 ~~S ~~RB~~&~~~;r~T ~ PIPE 6. SEE '.'9EOO!NG MATERIAL f'OR RICIO ~PE" IN 11-IE >,~·Ec;A~_S-SECTION OF TH!c STANDARD Sf'ECIF!CATIONS FOR THE MATERIAL .SP£C1FICA.TIONS. -7. SEE "BEODING MATER1AL FOR FLEXIBLE PIPE'' IN ,lHf: AGGREGATES SECTION" OF STANDARD SPECIFICATION FOR-THE f,IATERIN. SPECIAl}ATIONS. 8. F'IPE MUST B£ ANCHORED IN SUCH A MANER ~s TQ ENSURE n.ow LINE IS MAINTAINED, 1--0!) 9im Int• +-4-ed notl 4 1-:tHtl RonlllO!d notes,. 4 7 i,. Addoiid lll;ole & ... V OT 1W A ' C DATE: REVISION fJY PR ' 0 PIPE BEDDING NOT TD SCALE · .. l \ 1i \ -l CALL TWO BUSINESS DA VS BEFORE YOU DIG SEOOlr-10 CLASS otSIGN - CLASS A CU,SS 8 CLASSG CLASS 0 ClASSf El" MlN. 1/4 I.D. !" '-!IN. 6" MIN. ZfRO. 6" MIN. 12" MAX. . 1/4 o.o. 1/.2 0.0. 1/11 0.0. ZERO o.o. J/4 o.o. 1/2 o.o. t/1! o-.o. 0-.D. - PIPE BEDDING FOR SANITARY SEWER e ADOPTED CITY or RENTON STANDARD PLANS LS'l' DATE: 01/05 DWG. NAME: 8077 SP PAGE: B077 CHECKED FOR COMPLIANCE TO CITY STANDARDS --------------DATE---~ --------------DATE---~ I EXPIRES 4 1 0 17 96 DATE R~dnte Added nolea. REVJSION AG BY APPR STANDARD PJ...\K9 I.ST DATE': 04/04 DWG. NAME: 8071 SP PAGE: 8071 1-800-424-5555 SIGNED BY THE REVIEWING AGENCY Lands<ep,Arc/Jffeds,---,------------------------,----,,---~!i!!!!!!li!li!!~~~!!l!!!!l!!!i!ll!~!!l!!!!'!l~!~!!l!i~~~--B:Y~ -~~~~~~~~~~~~~~::,:_-~~~~~~~Ill! 5UIM:7ED: """' ----~---------DATE---- "'"" SANITARY SEWER MANHOLE NOT TD SCALE m TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 BRH -CommumtyP/anners r----i------------------------j----jr----J----1-_ __!:~ _____ _J lam! Surveyors Neighbors 253.383.2422 TEL 206.267.2425 TEL NO. REVISION BY CTH ....... soc ct£a<EI> DATE APPR - AS SHOWN ONE INCH llir FULL SCALE F NOT ONE INCH -...-.. CITY OF RENTON Plonning/Building/Public Works Dept. CEDAR RIVER CORPORATE PARK CONCEPTUAL SEWER NOTES & DETAILS 12/22/06 DMMNB NO: C4.3 SHEEI': OF"; 26 38 ::::c::: a: <( a.. . a.. a: 0 0 a: w > -a: a: <( 0 w 0 OLYMPIC PIPELINE GENERAL CONST. & RIGHT OF WAY REQUIREMENTS OL\'Mf'IC PIPE LINE COMPANY ('OPLC'), WHICH IS OPERATED BY BP PIPELINES {NORTH AMERICA) INC. ('BP'), IS COMMITIED TO ENVIRONMENTAL STEWARDSHIP AND MAINTAINING THE SAFETY OF ITS EMPLOYEES, CONTRACTORS AND THE GENERAL PUBLIC. THE PIPELINES BP/OPLC OPERATES TRANSPORT VARIOUS LIQUIDS AT HIGH PRESSURE, AND DO SO VERY SAFELY EACH AND EVERY DAY. THERE ARE H01'1£VER, POTENTIAL HAZARDS ASSOCIATED WITH CONSTRUCTION OR EXCAVATION WORK AROUND PIPELINES. AS A RESULT OF THESE POTENTIAL HAZARDS, AND IN COMPLIANCE l't1TH THE REQUIREMENTS IMPOSED UPON BP /OPLC AS AN INDUSTRY REGULATED BY THE U.S. DEPARTMENT OF TRANSPORTATION AND omci: OF PIPELINE SAFETY, THE FOLL01'11NG LIST OF GENERAL REQUIREMENTS FOR WORKING ON THE PIPELINE RIGHTS-OF-WAY HAS BEEN COMPILED. GENERAL SAFETY REQUIREMENTS, , WASHINGTON ONE-CALL AT 1-800-424-5555 OR OREGON ONE-CALL AT 1-800-332-2344 MUST BE CONTACTED AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE ANY CONSTRUCTION AND OR EXCAVATION ACTIVITIES ARE INITIATED 1'11THIN THE PIPELINE RIGHT OF WAY SO THAT OPLC MAY HAVE A REPRESENTATIVE PRESENT TO ENSURE THAT THERE ARE NO CONFLICTS 1'11TH THE PIPELINE. (THERE IS NO COST TO THE THIRD PARTY CONTRACTOR TO USE THE ONE-CALL NOTIFICATION SERVICE. HOWEVER, FAILURE TO UTILIZE THE ONE-CALL SERVICE CAN BE QUITE COSTLY IN TERMS OF UNNECESSARY RISK FOR THE CONTRACTOR/EXCAVATOR, THEIR EMPLOYEES, INNOCENT BYSTANDERS, PERSONAL PROPERTY OF OTHER AND THE ENVIRONMENT; AS 1'1£LL AS POTENTIAL CIVIL PENALTIES AND/OR FINES.) , TO HAVE THE PIPELINE PHYSICALLY LOCA1£D AND DEPTH VERIFIED, PLEASE CALL OPLC'S FIELD PROJECT OFFICE AT (425) 235-7767 OR THE DAMAGE PREVENTION OFFICE AT (425) 981-2517. , OPLC REQUIRES A REPRESENTATIVE/INSPECTOR ON Sil£ WHEN ANY WORK IS BEING PERFORMED WITHIN TEN FEET (10') OF THE PIPELINE(S) OR IF THE REACH OF MECHANIZED EQUIPMENT IS CAPABLE OF EXTENDING WITHIN TEN FEET (10') OF THE PIPELINE(S). FORTY-EIGHT (48) HOURS PRIOR NOTICE TO OPLC IS HIGHLY RECOMMENDED FOR ANY WORK. NOTICE TO OPLC DOES NOT RELIEVE THE CONTRACTOR OF ANY NOTIFICATION RESPONSIBILITY TO THE APPROPRIATE STATE ONE-CALL SYSlEM. , OPLC REQUIRES DETAILED CONSTRUCTION PLANS AND OR DRAWINGS FOR ANY WORK WITHIN THE PIPELINE EASEMENT. OPLC REQUESTS AT LEAST 10 WORKING DAYS FOR REVIEW AND COMMENTS/APPROVAL OF PLANS. PLANS AND DRAl'l1NGS SHOULD BE SUBMITTED TD OLYMPIC PIPELINE COMPANY, FIELD PROJECT OFFICE, 2319 LIND AVE, SW, RENTON WA 98055. , THE CONTRACTOR IS RESPONSIBLE FOR HAVING THE PIPELINE LOCATION ADDED TO THE CONSTRUCTION DRAWINGS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR TAKING ALL THE NECESSARY SAFETY PRECAUTIONS AND WILL BE HELD RESPONSIBLE FOR ANY DAMAGES CAUSED TO THE PIPELINE OR PROPERTY AS A RESULT OF THEIR WORK. EXCAVATION SPECIFIC REQUIREMENTS, • NO EXCAVATION OR CONSTRUCTION ACTIVITY WILL BE PERMITTED IN THE VICINITY OF THE PIPELINE(S) UNTIL ALL APPROPRIATE COMMUNICATIONS HAVE BEEN MADE WITH OPLC'S FIELD PROJECTS AND ENGINEERING PERSONNEL • THERE SHALL BE NO EXCAVATION OR BACKFIWNG 'MTHIN THE PIPELINE RIGHT OF WAY FOR ANY REASON WITHOUT A REPRESENTATIVE FROM OPLC ON Sil£ STATING PERMISSION. • IN SOME INSTANCES, EXCAVATION AND OTHER CONSTRUCTION ACTIVITIES AROUND CERTAIN PIPELINES CAN BE CONDUCTED SAffiY ONLY WHEN THE PIPELINE OPERATING PRESSURE HAS BEEN REDUCED. • CONTRACTORS ARE THEREFORE CAUTIONED THAT EXCAVATION WHICH EXPOSES OR SIGNIFICANTLY REDUCES THE COVER OVER A PIPELINE MAY HAVE TO BE DELAYED UNTIL THE REDUCED PRESSURE IS ACHIEVED. GENERAL CONSTRUCTION ACTIVITIES, , THE CONTRACTOR SHALL NOT BE PERMITTED TO TRANSPORT CONSTRUCTION MATERIALS OR EQUIPMENT LONGITUDINALLY OVER THE PIPELINE. , ANY REQUIRED RELOCATION OR ENCASEMENT OF THE PIPELINE(S) WILL BE AT THE DEVELOPER'S EXPENSE. , DEVELOPMENT GRADING SHOULD NOT REMOVE ANY OF THE EXISTING GROUND COVER FROM; OR ADD EXCESSIVE FILL OVER THE PIPELINE(S). OPLC'S PRIOR APPROVAL TO ADD FILL IS REQUIRED. , WHERE IT IS NECESSARY FOR CONSTRUCTION EQUIPMENT (I.E. TRACTORS, BACKHOES, DUMP TRUCKS ETC.) OR EQUIPMENT TRANSPORTING CONSTRUCTION MATERIALS TO CROSS THE PIPELINE TO GAIN ACCESS TO THE JOB Sil£, A CROSSING SHALL BE CONSTRUCTED AT A 90 DEGREE ANGLE TO THE PIPELINE. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROlECTING THE PIPELINE DEPENDING ON DEPTH, SOIL CONDITIONS AND TYPE OF EQUIPMENT USING EITHER FILL OR STEEL SHEETING FOR PROlECTION. OTHER MEANS OF TEMPORARY CROSSING TO PROlECT THE PIPELINE MAY BE CONSIDERED BY OPLC AFTER EVALUATION AND APPROVAL BY OPLC ENGINEERING. , NO TRACK TYPE CONSTRUCTION EQUIPMENT SHALL BE PERMITTED TO PIVOT OR TURN DIRECTLY OVER THE TOP OF THE PIPEUNE. , A SCRAPER OR PAN TYPE TRACTOR SHALL NOT BE USED FOR REMOVAL OF SOIL 'MTHIN TEN FEET (10') OF THE CENTERLINE OF THE PIPELINE. RUBBER TIRE OR SMALL TRACK TYPE EQUIPMENT IS AN ACCEPTABLE ALTERNATIVE. , A SHEEPSFOOT ROLLER SHALL NOT BE USED FOR COMPACTION PURPOSES WITHIN FIVE FEET (5') OF THE CENTERLINE OF THE PIPELINE. , NO VIBRATORY ROLLERS SHALL BE USED WITHIN THREE FEET (3') OF THE CENTERLINE OF THE PifELINE UNTIL THE COMPACTED COVER OVER THE PIPELINE HAS REACHED A DEPTH OF THREE AND ONE-HALF FEET (31). · PARKING LOTS, ROADS, DRIVEWAYS, FENCES AND STRUCTURES , NO PERMANENT STRUCTURES MAY BE CONSTRUC1£D ON THE PIPELINE RIGHT OF WAY. , NO ROADS OR FENCES SHALL RUN PARALLEL TO THE PIPELINE WITHIN THE PIPELINE RIGHT OF WAY. ROADS AND FENCES SHALL CROSS THE PIPELINE RIGHT OF WAY AT, OR AS NEAR TO, A 90 DEGREE ANGLE AS IS FEASIBLE. IN NO INSTANCE SHALL THE ANGLE OF THE CROSSING BE LESS THAN 45 DEGREES. FENCE POSTS MUST MAINTAIN A MINIMUM THREE FEET (3') CLEARANCE OFF THE PIPELINE(S) WHEN CROSSING THE EASEMENT. , THERE SHALL BE A MINIMUM VERTICAL SEPARATION OF TWO FEET (2') BETWEEN THE PIPELINE AND ANY UNDERGROUND STRUCTURE. , A MINIMUM OF FIVE FEET (5') OF COVER IS REQUIRED FOR ALL ROAD CROSSINGS, AND THREE FEET (3) FOR DRIVEWAYS; HOWEVER A STRESS FACTOR CALCULATION MAY BE NEEDED TO DETERMINE THE ACTUAL AMOUNT OF COVER REQUIRED DEPENDING ON SOIL CONDITIONS AND OTHER CIRCUMSTANCES. , PROPOSALS FOR PARKING LOT CONSTRUCTION ON THE PIPELINE RIGHT OF WAY ARE DISCOURAGED. ASPHALT PAVING MAY BE PERMlfilD AS AN EXCEPTION UNDER CERTAIN CONDITIONS 'MTH AN AGREEMENT EXECUTED BY THE PROPERTY OWNER AND OPLC. THE AGREEMENT GRANTS OPLC THE RIGHT TO EXCAVAlE WITHIN THE PAVEMENT AREA FOR ANY PIPELINE MAINlENANCE THAT MAY BE NECESSARY IN THE FUTURE AND ACKNOWLEDGES THE PROPERTY OWNER AS THE PARTY RESPONSIBLE FOR THE EXPENSE OF PAVEMENT REPLACEMENT. IF A PARKING LOT IS PERMITTED BY OPLC A MINIMUM OF FOUR FEET (4') OF COVER WILL BE REQUIRED. HOWEVER OPLC WILL EVALUAlE EACH PROPOSAL ON AN INDIVIDUAL BASIS, AND MAY IMPOSE ADDl110NAL REQUIREMENTS. , CONCRETE PAVEMENT IS DISCOURAGED; AND IN MOST INSTANCES 1'11LL NOT BE ALLOWED. A MINIMUM OF THREE FEET (3') OF COVER IS REQUIRED FOR ALL DRAINAGE DITCHES. , NO STRUCTURES SUCH AS MANHOLES, CATCH BASINS, THRUST BLOCKS OR FIRE HYDRANTS SHALL BE LOCATED OVER THE PIPELINE. A MINIMUM HORIZONTAL CLEARANCE OF TEN FEET (10') IS REQUIRED BETWEEN THE STRUCTURE AND PIPELINE. FOREIGN LINE OR UTILITY CROSSINGS, • ALL FOREIGN LINES SHALL CROSS THE PIPELINE RIGHT-OF-WAY AT, OR AS NEAR TO, A 90 DEGREE ANGLE AS IS FEASIBLE. , IN NO INSTANCE SHALL THE ANGLE OF THE CROSSING BE LESS THAN 45 DEGREES. IN NO INSTANCE SHALL THE FOREIGN LINE BE PLACED PARALLEL TO THE PIPELINE WITHIN THE PIPELINE RIGHT-OF-WAY. , THE FOREIGN LINE SHALL CROSS UNDER THE PIPELINE WITH AT LEAST TWO FEET (2') OF VERTICAL SEPARATION UNLESS THE PIPELINE IS AT A PROHIBITIVE DEPTH. IN SUCH CASES, OPLC PERSONNEL 1'11LL REVIEW AND EVALUATE THE PROPOSED CROSSING LOCATION TO DETERMINE IF IT WILL BE ALLOWABLE FOR THE FOREIGN LINE TO CROSS ABOVE. , IF THE FOREIGN LINE IS A TELECOMMUNICATIONS CABLE, POWER CABLE OR SIMILAR IN NATURE, THE FOREIGN LINE SHALL BE PLACED IN SCHEDULE 40 PVC CONDUIT, OR GREATER, FOR A LINEAR DISTANCE EXTENDING TEN FEET (10') ON EITHER SIDE OF CENTERLINE OF THE PIPELINE. IN THE CASE OF A POWER CABLE IT SHALL BE ENCASED IN RED-DYED CONCRElE FOR A LINEAR DISTANCE OF TEN FEET (10') ON EITHER SIDE OF CENTERLINE OF PIPELINE. , A UTILITY WITH A CA THODICALL Y PROlECTf-0 FOREIGN LINE WHICH CROSSES OR IS PLACED ADJACENT TO OPLC'S PIPELINE(S) MUST INSTALL A TEST POINT AND PERFORM INlERFERENCE TESTING BETWEEN THE UTILITY AND OPLC. PLEASE CONTACT OPLC'S CORROSION lECHNICIAN BY CAWNG OUR MAIN OFFICE AT (425) 226-8883. • BELOW GROUND WARNING TAPE SHALL BE PLACED IN THE DITCH LINE ABOVE THE FOREIGN LINE. THE WARNING TAPE SHALL BE PLACED APPROXIMAlEL Y ONE FOOT (1') BELOW THE FINAL SURFACE GRADE/ELEVATION. THE WARNING TAPE SHALL EXTEND FOR A LINEAR DISTANCE OF TEN FEET (10') ON EITHER SIDE OF THE CENTERLINE OF THE PIPELINE. LANDSCAPE AND VEGETATION, , NO TREES ARE ALLOWED ON THE PIPELINE RIGHT OF WAY. OPLC MAY PERMIT THE INSTALLATION OF LIMITED LANDSCAPING AND MINOR SHRUBBERY PLANTINGS WITH A VERBAL COMMUNICATION. FOR MAJOR DEVELOPMENT, LANDSCAPING PLANS MUST FIRST BE SUBMITIED IN WRITING TO OPLC FOR REVIEW AND APPROVAL ANY PLANTINGS THAT RESTRICT EFFlCIENT AERIAL INSPECTION OR LIMIT ACCESS TO THE EASEMENT AREA WILL BE CONSIDERED AN INTERFERENCE AND MUST BE ADORES RDINGL Y Civil Engineers CEDAR RIVER CORPORATE PARK VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON 1'11TH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON -'-· l l ' \ ' j i ' ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58' WEST ·~ RECOMMENDED CALL TWO BUS .. INESS CHECKED FOR COMPLIANCE FOR APPROVAL TO CITY STANDARDS BY DAYS BEFORE vou DIG REUSEOfDOCUMENTS THESE DRAWINGS ARE NOT TO BE ~~.::,~:-~>2:t.'..:'..-.. OPLC RESERVES THE RIGHT TO IMPOSE FURTHER STIPULATIONS OR REQUIREMENTS CONSISTENT WITH EACH INDIVIDUAL EASEMENT OR SITUATION. SHOULD YOU ANTICIPAlE ANY PROBLEMS REGARDING THESE REQUIREMENTS PLEASE CONTACT OPLC'S FIELD PROJECT OFFICE AT {425)235-7767. USED FOR CONSTRUCTION UNLESS BY______ -----------DATE ---UIWl1lfflllD~"'\':'.~1:::M:-::x.~1?'"'UIS 1-800-424-5555 -----DATE -"''"'"'~"""""'""" LandscapeAld,;""' __ 1 _______________ 1 _1 __ ~S~IG!!!N~E~D~B:Y:T~H~E~R~E~Yl~E~W~IN~G~A~G~E~N~C~Y~~B;Y=====~~~~~~~~~~~~~~~~~lJ::;;;;;;;;;;;;;;;;;;;;;~~;;;;~[ .... ~·slW~,,.'llJll!,~:r:,~!":":"~~~~:~~\~l'f~:l"~~!:;·%-rJj I -----DATE ---IJ1l(R mo.(CT llTKll1 ,fflf[It AUl1dl!ZA1Kl4 (f NIL Community Planners ~RH SCH£; D,1,1£: ,--r----------------J--t---t---L-~~--_J AS SHOWN ~.::1.1.."1 .. , CEDAR RIVER CORPORATE PARK 12/22/06 structural Engineets 1-----+-------------+--+----+-~ ........ CITY OF : RENTON CONCEPTUAL I AT~":. I LandSU!1'eyoIS Noghbom Planning/Building/Public Works Dept. ---+-----------------+---+--+--~-TACOMA· SEATTLE 2215 North 3Dth Street, Suite 300, Tacoma, WA98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL NO. REVISION BY DATE APPR """""""' F NOT ot£ INCH ...... .......... y SEWER NOTES & DETAILS DM#ING ND; C4.4 SHEET: OF": 27 38 . ' . . a.. a: 0 () a: w > -a: a: <( 0 w () GRAPHIC SCALE CL. -·--) (YI t······! r----1 ' I F' I \j j l () ...... J" ( IN FEET ) 1 Inch = 20 ft. .i(\ I 0 N N V LLi (t. - 110 00 I I I l I I I I' I' t.--.,J ( ' 1;:1;/ /' -~- 11D+50 I /;,C; ~ .. . ~ 111+00 111+50 TACOMA· SEATTLE 2215 North 3oth Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 CM/ Engineers Structural Engineers CEDAR RIVER CORPORATE PARK VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND 0~ BRASS BUTTON 1'11TH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. 112+00 SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON \ ······-··· \-- . ' / I . / •. / 112+50 113+00 113+50 -' ! ----------·-·------.. --·--··· . \ -<O = .... <O 0 ... .... CD d N d ci d 0 N en N en N N en ---' - • 114+00 i 114+50 \ \ i .., d N N en - ELEVATION = 18.84 CONVERSION FACTOR FROM NG\ID 29 TO NAVO 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58' WEST r I ,.,,lo ~1; 115+00 II II II Ill Ill Ill 0 0 + BO ..... 'I"" .... C I- (I) w z ...... ..J ::c (.) I- C :& w z ...... ...JI :::c (.) Ill .... Iii cc : :& w RECOMMENDED CALL TWO BUSINESS CHECKED FOR COMPLIANCE i EXPIRES b I 4 I €'8 FOR APPROVAL TO CITY STANDARDS REUSE Of D0CUMEN1S THESE DRAWINGS A.RE NOT TO BE BY____ DA VS BEFORE YOU DIG .~~l\'1:"~.:g::3,';',:'"' -------------DATE ---1.1t!AUlllCfflZED n.lEIIA~ u ooQ' TI£ lff'QiMAna1 a-1 ms USED FOR CONSTRUCTION UNLESS BY . ----1 8 Q Q 4 2 4 5 5 5 5 ""il?J.;c::;•::.~· -----------------DATE ---11£10EASNfJOCS<ffiNCW!'W.AlflllmJN,/SAII SIGNED BY THE REVIEWING AGENCY -------------o•·rE ____ .'i,_"",J,'W~'l'o"W.:.~~'::\'."~%, l..andscapeAlthilects.----r------------------,-----,--~~~~~~~~~~~~~~~~-!BY~=-=-=-=-=-=-=-=-=-=-=-;_~~!1/1!!!~~~~~~~~~~!!!~~~~::;::::;::::;::::;::::;::::;::::;::::;::::;::::;::::;::~~"~::;::::;::::;::::ll,,:""'==:""':":"'""':· ~.,:TIDl~"'11IOO!L\=:"•~"~""-:::::LJ """' """"""' SCALE: Community Planners Land Surveyors Neighbols 253.383.2422 TEL 206.267.2425 TEL BRH -i------t------------i--i---,-1-cc~~-___j CTH ...... soc """"""' NO. REVISION BY DATE APPR - 1 "=20' ONl! INCH AT FULL SCN.E F Nat' ONE INCH ...._._y CITY OF RENTON Planning/Building/Public Works Dept. CEDAR RIVER CORPORATE PARK CONCEPTUAL WATER PLAN & PROFILE 12/22/06 PAOO DAAWINO NO: C5.0 SHEEr; OF: 28 38 • ~ a: <( a.. . a.. a: 0 0 a: w > -a: a: <( Cl w 0 GRAPHIC SCALE 20 0 ~--, ( IN FEET ) 1 inch = 20 fl / / -------- PROVIDE 1-~· WATER METER 'MTH 2" SERVICE LINE CM/ Engineers Stn.'Cluraf Engineers Landscape Arrhifeds ' CEDAR RIVER CORPORATE PARK SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON --+-.,,.." ~------·-·-· --,-------= =-----.--.... -------· ·-7"-~ -._-____ -.--.. -... ---. ..... ----.. ~-----""'"-:: _-:: ___ --:_ ... · '".:-:_ .... ),,.--:=::--·_· _ _:.:_~---· .... ---· II II II ' . ' c::: • ' . II , • . ' rr=='lF==r==r===r==r==r==r===== g COORDINAT BUILDING POINT OF _C6N~ECTION 'MTH c~UILDING PLANS. I 1 ·· 138LF 1 O' DI, CL52 S8 '39'04' .· ~·. . '". . . ·,-~ . ' ' :::::t:i:::Jl---<'.g COORDINAT . •' .... .,. •• q-> ,. VERTICAL DATUM INAVD 88J CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON 'MTH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVO 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58' WEST 0, ' . ' ' . /' r ,_ <,~,J --~(~\ .,~ ~ . ~ • BUILDING POINT OF CONNECTION WITH BUILDING PLANS. ' ' ··1 ' 4 ' ' / ·_.·., .. '· ! ! \ n N N ~ -~ ~ "' ci ci .,; N .,; N .,; --- . ---···- 117+50 RECOMMENDED CALL TWO BUSINESS CHECKED FOR COMPLIANCE FOR APPROVAL TO CITY STANDARDS THIESIE DRAWINGS ARIE NOT TOBIE BY____ DA vs BEFORE YOU DIG "''~~i:;,~~~~,. USED FOR CONSTRUCTION UNLESS BY______ 1 8 O O 2 -------------DATE ---.~~N:ii::=~ ..... ":is 01" -.. 4 4 .. 55 5 5 --------DATE --ITTO,ffiCA1""Nll""Jut: @ \llNED BY THIE REVIEWING AGENCY ,,:,w,,,~~,~!?'" -'"" PRO.EC!""" """" """""'""" """ j EXPIRES lb I 4 I (')8 m ~~~i_;B~Y =~==~=~~~==-r~l!!!!!!l!!!!!!l!!!!!!l!!!!!!l!!!!!!l!!!!!!l!!!!!!~~!l!!!ll!l!!!!!!l!!!!!!,1!!!!!!1!!!!!!-ll:;::;:;::;:;::;:;::;:;::;:;::;:;::;:;::;:;::;:;::;:;::;~D~~E~;;;;;;i""~""~0 ~""'~ 10:~~u"";· ";""";:"'t" ':ll!f~. '"':"":JJ ~~"l.k9'1 .. , CEDAR RIVER CORPORATE PARK "'12/22/06 CITY OF CONCEPTUAL """"""' ,.,.., BRH 1 "=20' ComJTl(lnity Planners 1--+----------------1---1----t---1 TACOMA· SEATTLE 2215 North 30th Street, Sutte 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 Land Surveyors Neighbors 253.383.2422 TEL 206.267.2425 TEL NO, REVISION BY "'"'""'" CTH ....... SDC - DATE APPR """""""' RENTON ONE INCH Planning/Building/Public Works Dept. WATER PLAN & PROFILE AT FUU. SCAI.E F NOT ONE INCH ...... -v SHW: Of: 29 38 , ~ a: <( a.. . a.. a: 0 0 a: w > -a: a: <( Q w 0 GRAPHIC SCALE r _.__,J r _ __, ( IN FEET ) 1 Inch = 20 fl CEDAR RIVER CORPORATE PARK VERTICAL DATUM INAVD 881 SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH , RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON 'MlH PUNCH ON CONCRETE POST MONUMENT DOl'IN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF lHE CONS1RUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT lHE NORlHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVO 88 IS +3.56 ' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD S1REET. BEARING NORlH 89'51'58" WEST .. .· I C") . I • 30 -------------,----------·---·-·1 ···---------r--------------f ----·------·-r· --------·---· -----------·---· r··-·---··----. 1 ·---------·---· -·----------·---r -----------------·---·· -------·-1 · ---·· . -· -------,----··----·----·-----, -------------------------·---:,·------·----·---··r· ·-----·---------· ~ -------------1------------r ·-------------~[-----------------· ------1----------------[ . EXISTING GRADE-@ CL--OF-Pl8E--------r·-------· -· --·-~·· --------------r -----------1------------r------------l --------------1-----------l----------!-------------~---------: 1- 25 --·-----------·-· --f-------· -·-·-------i---------·--·---·r-·---··-·------·------·-----·-------! -----·---------·---r·-------··--7· NISH GRADE -0 -GL-GF-PIPE-----------·--·---------r ------··-----,-·--.. ---· --1-------·----1-· --· -------··-·-·r···-----------f -----·----------~,----------1 ---·. ------·-------Ill.II ~ =-= ·__: ~ ~ t= .=-::.::·=·=--'-'i=~=---=·=-.::r---=-=-.~::.::-.:::f ==-= ::.:=-_JJ,·--=-= =-------1=--;z-:--= ---=~ -------------l=.----------------= ------------+-----·----~L --------·-·-----1 ------------,J_! ---·-------1-----------~-----------~----------1 ------------: I 20 -·: ---------1 ---~ -----t· ---------1 \i; 1 ~e~icu -,.: -f -__i,:' P-RDROS~D '+ORMhlN[-u ~ --~ . . -. -+ :~2 " -P-~~~-DS~D -;D;blNc -~ _;:_;;~N-, =t --f--,s"t';0~'5 E;JTOR~; -----~-~---.... :·,:t_ ----1----l =-= : 15 -I ~__Jl ----~-1 -~-=------__ ,__ 1--·-· ..... c .•.• , •.••.••.• ---: '" ----' ------• • --0 T r ' . ' -; ' -:::· : IO . --~----~------, ----·-··--------C, 2r± LF 10 01. (,1.52 ! 26 -------·---------~-----· -·--·-·-·------·-··----·-·1-··-·----·--4--·-· -----··-·-·-·--·-···--··-·· -~-·-----·-·-·--··-···-··L·---····-----i---------------t-----_____ 299.1.f~10~-DI. CL5L i----~ --: :. 10 ----· .·. I . .. . • _l=, , .. ,~ . . . . . ·. w =ill----=r ------·-· ____ j _______________ L-·-·-··· -----------------------~= -------------~-----·. --_W, ______ ·----·;~;;~GA;~v;~;-{flxMJ_s .... ------··· _J ....... ·---------] __________ · --h------------· ... .. l------=:~=1 5 : ~ 5 ----··· ~:ii8~lattja~~G~~rr~Fs2~Rr:~o AND _ ----------------r ··---------1 -------------\--·-·····---·----------·----·-·-··-~···---···-··--·-·-------·--·------·-----··----~ ----·-··--l---------l=~0Rt c~:~~; Ts~~ ((f~;~/~OLLARD ·-!--------------~-------------+/ ----HORIZONTA0SCALE: 1~ =--;~: ~ --------·CONS1RUe110N -AND -ORDER1NG-Of-MATERIAts,----------------------------------,---------------,---------------.... _I ___ ·---------·--·-"·---·-·-·--·----·-·--·-·-----------------·-··----------····----·----------PROlEGTION PER-CITY· orIENTGN-REOOIREMENTS --·· -----------t --------··--·----1-·· ------· ---1-·--------·-··--u, _.__ __ ___,<CON=TAPT ENGINEER IF 01sCREPANCIES oR .cGNrucTS 1 • r CON~ElE 111Rusr BLOCKl~G · 1 , VERTICAL scfLE: 1· = 10· ~ w 'MlH P OPOSED IMPROVEMEt IS. N: 5l l4.49 • z 1-10• APPING TEE E: 52 5.23 II .... ~ ~ ~ ~~ ~~ ~~ ~ra ~~ m~ m~ ~~ ~~ ~g ~~ ~~ ~~ ~~ ~R ~~ ..-.--..-...-0 .....-• ..---• ..-• 0 • 0 • 0 • D • 0 • 01 • 0 • 0 • 0 • m .,, O • t;;. N N N NN N~ N~ N~ N~ N~ N~ N ~ N~ ..--~ N~ N~ N ~ ....... ~ N~ ~:c J I(,) I--------_J_ ____ __,_ ____ __JL_ ____ _J___ ____ __J_ ____ ___, _____ J_ ____ _J_ ____ __J_ ______ __, _____ J_ ____ _J_ ____ ____L _____ J_ ____ __L_ ____ _J_~----j___----111-- 100 00 10o+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 1()41 ,C I :IE \ RECOMMENDED CALL TWO BUSINESS CHECKED FOR COMPLIANCE TO CITY STANDARDS I EXPIRES 6 I 4 I (!)8 TACOMA -SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue , Suite 1620, Seattle , WA 98101 FOR APPROVAL THESE DRAWINGS ARE NOT TO BE BY____ DA vs BEFORE YOU DIG CM/ Engineers s""""'"flln"~ USED FOR CONSTRUCTION UNLESS BY____ 1-800-424-5555 l&TdscapeArc/Jieds.----~------------~-~-~S~IG~N~ED~B!Y!T~H~E~REYIEWING AGENCY=--__,..BY========~-~ C<,rnm,m;tyPla"""' 1------1------------------l------+---+-----1 ........,,RH -.., ,__ _____ ___, land 5ufY8'fO{S 253.383.2422 TEL 206.267.2425 TEL 1------1------------------l------+---+-----l""""m CTH SDC 1------1------------------l------+---+-----1 ....,.,,, NO . REVISION BY DATE 1 "=20' OHE INCH Kr FUlL SCALE IF NOT ONE INCH =-· CITY OF RENTON Planning/Building/Public Works Dept. -------------DATE-~~ ------------DATE--~ -----------'-DATE--~ CEDAR RIVER CORPORATE PARK CONCEPTUAL WATER PLAN & PROFILE .. •' ','\ _.... : . :;:':·l :--i-.. ~ . ''' i' ·. . ..,., 12/22/06 . ...., ........ ""' C5.2 SHEEr1 OF: 30 38 ~ a: <( Cl. • Cl. a: 0 0 a: w > a: a: <( 0 w 0 GRAPHIC SCALE :20 0 P-.2 ( IN FEET ) 1 Inch = 20 ft. 40 m ~,m i/t r~ll TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 CM/ Engineers CEDAR RIVER CORPORATE PARK SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ' ( n ~ 0 ci ci "' "' -' ! CUNCRETE!H I OSTB' "' «•lHNG • £ASTii AT 90' 8£NO) ~ r-: ~ N: 5082.19 "": "' ... <l) • ~ ~ ~ E: 5824.16 0, • 0, ~ ~~ i RECOMMENDED FOR APPROVAL BY _____ ~ BY _____ ~ \. CALL TWO BUSINESS DA VS BEFORE YOU DIG 1-800-424-5555 THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY ~ncl"'P'Alolited>,-----.------------------,----.---~~~~~~~~~~~~~l!i!!i!~L__~B'_'._Y::::::::::::::::::::::::::::::::::::::::::::::::::::::::;:__~ SUIM\'EIJ, """" Community Planners Land SU/veyors 253 .383.2422 TEL 206.267.2425 TEL !----+-----------------!----+---+----! NO. REVISION BY DATE APPR BRH -CTH -soc -- 1 "=20' ON£ .... "' FIJI.I. sc,u: F NJT ONE INCH SCUACCORDINGI.Y CITY OF RENTON Planning/Building/Public Works Dept. VERTICAL DATUM lNAVD 881 CITY. OF RENTON BASED ON CllY BENCHMARK # 1160, FOUND ON \JRASS BUTTON 'MTH PUNCH ON CONCRETE POST MONUMENT DOl'M 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VAUEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NG'IO 29 TO NAW 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58' WEST CHECKED FOR COMPLIANCE TO CITY STANDARDS --~----------DATE~~- --~---~------DATE --- --~----------DATE --- CEDAR RIVER CORPORATE PARK CONCEPTUAL WATER PLAN & PROFILE ! El<PIRES b I 4 I @8 """ 12/22/06 • ~ rr: <( a.. . a.. a: 0 0 rr: w > a: a: <( Cl w 0 GRAPHIC SCALE ·~--.J •• rr=::lr / ' 125+00 124+50 124+00 .... ,-i .... t.l ~ ~ oi .,; uo .,; --- I - 123+50 -1~11 TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Ta coma , WA 98403 1200 Sixth Avenue , Su ite 1620, Seattle, WA 98101 i "' ~ co .,; -- Civil Engineers Strottura! Engineers Commun ity Planners Land Sllrvoyors 253.383.2422 TEL 206.267.2425 TEL - "' co oi .,; -- 123+00 CEDAR RIVER CORPORATE PARK - SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. E: 5830.52 0 00 oi .,; -- CITY OF RENTON, KING COUNTY, WASHINGTON i i - ~ !;j: -0 oi "' / <X) .,; .,; ----- 122+50 I I I .... ~ .... ~ "' ~ oi oi oi .,; .,; a, --- 122+00 121+50 THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY """""' ,.,...., 121+00 RECOMMENDED FOR APPROVAL l----+------------------1-----t---+---l BRH 1 "=20' """""'"""'1111!1 HORIZONTAL: fW) 119J/1191 """"'"" CTH -soc ONE ""'" -"' FUU. """" F NOT ONE n«:H NO. REVISION BY DATE APPR APl'IIMD: SCN.E"""""""'Y 120+50 CALL TWO BUSINESS DA VS BEFORE YOU DIG 1-800 -424-5555 CITY OF RENTON Planning/Building/Public Works Dept. VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON WITH PUNCH ON CONCRElE POST MONUMENT DOl'YN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VAU£Y HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58' WEST 120+00 CHECKED FOR COMPLIANCE TO CITY STANDARDS I EXPIRES b I 4 I @8 -----------~DATE~~- -----------~DATE~~~ -----------~DATE~~~ WATER PLAN & PROFILE SHEET: Of: 32 38 I ~ a: <( a.. " a.. a: 0 0 a: w > -er: a: <( 0 w 0 0... ~·~ LL L.tJ ( f'\ ·--.J (·.-~-) LJJ I I I I ;-··~,\ L~-l ___ _! L. .... ·- ' ..,,,,·" i I I I ) ! .----......... 1 + "' -ci oi N- 140 00 / / / GRAPHIC SCALE 20 0 1D 20 ~-t-1 I ( IN FEET ) 1 inch = 20 ft.. ' . 40 I CEDAR RIVER CORPORATE PARK SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON CJ 24lF 6" DI ICL52 S88'39'0 E I I (./) GRAPHIC SCALE 20 40 I ( IN FEET ) 1 Inch = 20 ft.. /' ,,,/('":; VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON URASS BUTTON WITH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONS1RUCTED CEN1ERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NA VD BB IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD SlREET. BEARING NORTH 89'51 '58' WEST I 0 ·~ .~ /; <:·._, c~,., .. ::-, , /;., , \or ,_. /~-} ' ---.__,,.10 'DOUBLE DETECTOR CHECK VALVE LOCATED 'f·' INSIDE BUILDING. COORDINATE FlRE LINE ALIGNMENT WITH FIR PR01ECTION PLANS. 13 PROVIDE BUILDING MOUNT POST INDICATOR VALVE (PIV) WITH' TAMPER PROOF SWITCH PER CITY OF RENTON REQUIREMENTS + \ ~. . ~-. ·: ... 9LFB"DIC2 S01'20'56' '. .... ·. '" . .. , . ' ()' ,,· '·, -"') "~· . {,,.-'"' . -... _ ~c-. - ' :i"" . . . '1' 140+50 4 14LF 8" DI CL52 S01'20'56'W ------S---4~=---==-~~ ' ·-~" . COORDINATE BUILDING POINT OF 9 CONNECTION WITH BUILDING PLANS. PROVIDE BUILDING MOUNT POST INDICATOR VALVE (PIV) WITH 13 TAMPER PROOF SWITCH PER CITY OF RENTON REQUIREMENTS 141+00 141+50 Ciw1 Engineers SfrucbJral Engirleets 34 '==/>l~~+JO===== 10 DOUBLE DETECTOR CHECK VALVE LOCATED INSIDE BUILDING. COOR DINA TE FlRE LINE ALIGNMENT WITH FlR PROTECTION PLANS. / 21 + + 24lF 6" DI CL52 N88'39'04"W ' ·' 152+00 BLF 6" DI CL52 S88'39'04"E • COORDINATE BUILDING POINT OF (; -:, CONNECTION WITH BUILDING PLANS. ··'r'"" 10 DOUBLE DETECTOR CHECK VALVE LOCATED INSIDE BUILDING. COORDINATE FlRE LINE ALIGNMENT WITH FlR PROTECTION PLANS. 13 PROVIDE BUILDING MOUNT POST INDICATOR VALVE (PIV) WITH TAMPER PROOF SWITCH PER CITY OF RENTON REQUIREMENTS 14 PROVIDE BUILDING MOUNT FlRE DEPARTMENT CONNECTION (FDC) PER CITY OF RENTON REQUIREMENTS 11 PROVIDE FlRE DEPARTMENT CONNECTION (FDC) WITH BOLLARD PROTECTION PER CITY OF RENTON REQUIREMENTS 151+50 \ 151+00 ' ~ .. ( ; . .;:_14-_ . ; ' I=/ ~~;=:,.;/±:=c:" ''·'c;o•'' . ' + • 'l_ ~- ' -----. ' ' ' ' .ll -.-· . +---~-----~I 11 ..... ' ' ' . . ' 150+50 ' 1~·-. r.l~---- HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' RECOMMENDED CALL TWO BUSINESS CHECKED FOR COMPLIANCE \ 150+00 ) EXPIRES lb I 4 I (!)8 FOR APPROVAL TO CITY STANDARDS THESE DRAWINGS ARE NOT TO IE BY____ DAYS BEFORE YOU DIG .ro:=~~:-:1'=.~1"" -----------DATE ---UNAIJnmlZIDAl.lIRA~ (f NffCF11£ tmW.TW Ctl 1llS USED FOR CONSTRUCTION UNLESS BY____ 1-SQQ .. 424-5555 --------DATE --.. :tJ5~;"!:~ .. SIGNED BY THE REVIEWING AGENCY -------------DAJE ___ .:11:~~=m~,~~ UlfldscapeArch1tects,-----,------------------,----.--~~~~~~~~~~~~~~~-:BY'.__-=-=-=-=-=-=-=-=-=-=-:;___~~~~~~ll!!lll!lil!!ll!!ll!!ll!!ll!!ll!!ll!!ll!!~~ll!!ll!!ll!!ll!!ll!!ll!!~,;-~~~~~~~~~~::;;,~;;-~~;::;JlL:'m~""":"C:"""'::"""~"'~"""'~"'~"~-.~ .. ,.. """"""" = BRH DESIGNED, CTH Land SUrveyots -SDC Neighbors TACOMA · SEATTLE - BY DATE APPR APPRMD: 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL NO 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 m · REVISION 1 "=20' ONEIMCH AT FUU. SCALE F NOT ONE INCH """"AOCORDl«ll.Y -NAVO 1118!1 HORIZONTAL: ~ 111&1/1891 CITY OF RENTON Planning/Building/Public Works Dept. CEDAR RIVER CORPORATE PARK CONCEPTUAL WATER PLAN & PROFILE 12/22/06 llffAWINO NO: C5.5 SHEET: OF: 33 38 ' ~ a: <( a.. . CL a: 0 .. (.) ' , a: w .• . > -a: a: -<( " Cl w (.) . ·' . ·4' . • • . 4. ·4 .. . .,~ .. '4 . J ... .. 4 .. ' GRAPHIC SCALE 20 20 ~ I 130 00 130+50 4l) I 131+00 TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 CM/ Engineers CEDAR RIVER CORPORATE PARK VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON V.,TH PUNCH ON CONCRETE POST MONUMENT DOl'IN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON __ ., __ / \ l \ \ ( ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NA VD 88 IS +3.56' HORIZONT Al DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58' WEST RECOMMENDED CALL TWO BUSINESS CHECKED FOR COMPLIANCE j EXPIRES b I 4 I @8 FOR APPROVAL TO CITY STANDARDS THESE DRAWINGS ARE NOT TO l!IE BY____ DA vs BEFORE YOU DIG "'~~o:;.~~~~y. usED Fon c0Ns1nuc110N uN1.Ess BY______ 1 800 424 5555 -----------DATE ---,:wm~~r~ii:tiE~,."~ LBn<lscapeAn:ilttects~==r:=================r==I=~S!l~G=N~E~DrB~Y~T~H~E-RE~V,..l~E~Willil~NtG~A~GiiiE~N~C~Y~L;=:===~T~~l'llllll-1'1111111'1111111'111111~-l'lllllllllllllllllllllll'llllll-lllllllll'llllll~llllllllllllllll~IL;;;;;;;;;;;;;;;;;;;;;;~D:AT~E;;;;;;Jj"""':11£~l:;w;~"J,,~:,._:.w.~""~"=~ ... ~~::\:8:,..,.~·"~('l~,.iJ BY______ DAJE ----I.Ill Nil IS NOT 10 er. usro, w MKU a1 N Pmr, M NfY OllER PRO.ECT 'ifnKIJT 'IIRITTEN ,l,UTIIIEAml Cf NIL Community Planners r----,---:-------------t-+-+---J-:~~-__J ~~.k"7, .. , CITY OF CEDAR RIVER CORPORATE PARK 12/22/06 Slrodura/ Englneers "'""""" S<>J.f: BRH 1 "=20' Land SurvayOfS Neighbors 253.383.2422 TEL 206.267.2425 TEL NO. REVISION BY -CTH -SDC - DATE APPR """""" RENTON CONCEPTUAL \V:5.,'t 1 :.,:t) 1-=:::,e-==· ---1 Planning/Building/Public Works Dept. WATER PLAN & PROFILE ,v:S;},> ......., CS 6 ~.-/>' • SHfEr: Of: ....... AT FUil. SCALE If' NOT ONE lfilCH sc,u:-.y 34 38 • I • ' " ::::c:::: a: <( a.. . a.. a: 0 () a: w > a: a: <( Cl w 0 CEDAR RIVER CORPORA TE PARK 1. 'fHESE N01ES SHALL APPEAR FOR PROJECTS FOR THE WA lER UTILI1Y. WATER NOTES & SPECIFICATIONS 2. ALL WORK MAlERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE Cl1Y OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE Cl1Y OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SllE AT ALL TIMES DURING CONSTRUCTION. SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, Wr·=M"'--. ,----,---~~~~~-,----c:;~.,..,..,....,-~~~~,-c--~ 3. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMllED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMAlE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILl1Y TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILI1Y LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 5. AN APPROVED TRAmc CONTROL PLAN JS REQUIRED TO BE SUBMITlED AT THE PRE-CONSTRUCTION MEETING. 6. ALL WAlERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LAlEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LAlEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLINE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RAlED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN D1AME1ER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMElER FITTINGS, 1'11-!ICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-B7. ACCEPTANCE 1ESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITlED TO THE OWNER. 6. GA 1E VALES SHALL BE IRON BODY, BRONZED-MOUNlED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING sTUmNG BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WAlER OPERATING PRESSURE OF 200 PSI. GAlE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A23BO OR M & H. 9. FlRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES 1'11TH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATILE PATlERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMElER OF MALE THREAD 4.875 AND ROOT DIAMElER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNlER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WllH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT S1EM NUT. CAPS SHALL BE FITlED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WAlER TIGHTNESS UNDER 1EST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FlTlED WITH A STORZ ADAPTER, 4 INCH SEATILE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR CITY OF RENTON, KING COUNTY, WASHINGTON SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORK MAlERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE Cl1Y OF RENTON UTILI1Y DEPARTMENT AND THE LAlEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE 1'11TH 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STAlE CHAPlER AMERICAN PUBLIC WORKS ASSOCIATION, LA1EST EDITION (APWA) AND Cl1Y OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMAlE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILI1Y TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFE1Y OF WORKERS AND OTHERS ON THE CONSTRUCTION SllE. 5. IT SHALL BE THE RESPONSIBILI1Y OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE Cl1Y OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SllE 1'11-!ENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROv1DE THE Cl1Y OF RENTON WITH AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSlEM, 1'11-!ICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 6 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPAClED LAYERS MUST EXlEND FOR ONE PIPE DIAMElER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLElE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILI1Y TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPAC1ED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A lEMPORARY MIX PATCH MUST BE PLACED IMMEDIAlELY AFlER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER Cl1Y OF RENTON CURRENT STANDARDS. EXTRUDED 6061-TG ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO WGS AND TWO SET SCREWS 1BO DEGREES APART. STORZ 11. DATUM SHALL BE Cl1Y OF RENTON, 1966 NAVD. FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPlER WITH 1/8 INCH, COATED, STAINLESS SlEEL, AIRCRAFT CABLE. 12, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SllE EROSION AFlER THE COMPLETION OF CONSlRUCTION. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL 13. ALL PIPE AND APPURlENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. CURRENT STAlE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION •. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND 14. FIRE HYDRANTS SHALL BE INSTALLED PER Cl1Y OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS. LA1EST REVISION. COMPACTION OF REQUIRED BEDDING MAlERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORlEO ON A UNIFORMLY DENSE, UN'IIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. ALL WAlERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. 1'11-!ERE UTILI1Y CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED T9, Cl&A~:-,,,,.,.,, .. ,, ,; , .•. , ... , ''" , , 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKElED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 16. ALL WAlERMAINS 6 INCHES AND LARGER IN DIAMElER SHALL BE CLEANED WITH PIPE CLEANING "PIGS' PRIOR TO DISINFECTION. THE 'POLY PIGS' SHALL BE GIRARD 15. IN UNIMPROVED AREAS, MANHOLE TO EXlEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSl1Y FOAM WITH 90A DUROMElER URETHANE RUBBER COATING ON THE REAR OF 'PIG' ONLY. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 17. 'PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. TYPE I A' BLOCKING FOR 11 1 / 4' -22 1 /2" -30' VERTICAL BENDS ~-. 18. ALL WAlERMAINS AND SERVICES SHALL BE PRESSURE lESTEO TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE PAINT AS FOR SPECIFICATIONS OF THE Cl1Y OF RENTON AND THE WASHINGTON STAlE HEALTH DEPARTMENT. AJ-L PRESSURE lESTING SHALL BE DONE IN THE PRESENCE OF A SHACKLE RODS REPRESENTATIVE OF THE Cl1Y OF RENTON. THE QUANTI1Y OF WAlER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISlED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALi. NOT EXCEED 5 PSI DURING THE 2 HOUR lEST PERIOD. 19. ALL WAlERMAINS AND SERVICES SHALL BE D1SINFEC1ED BY THE INJECTION OF A 50 PPM (MINIMW,(CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORllE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE MElERED/INJEClED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWEN1Y-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILI1Y TO SECURE ALL NECESSARY PERM.ITS PRIOR TO STARTING CONSTRUCTION. \ 23. INSTALLATION OF CORPORAlE STOPS, WAlER SERVICES, LINES AND MElERS SHALL NOT BE DONE UNTIL ALL _SERVICE AGREEMENTS, MElER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE Cl1Y OF RENTON. 4 TURNBUCKLES THREAD 6" __..-- en CEMENT CONCRElE CLASS B V.B, TYPE 'A' BLOCKING 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT 'M:T TAPS, WHICH'MAY·BE,MM[JY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WOHKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MAlERIALS ARE TO'BE~sue.PLIED BY THE -~"Wi•, CONTRACTOR AND BE ON-SllE PRIOR TO CITY NOTIFICATIONS. ·••0 ,:ct>-. l FOR 11 1 / 4' -22 1 /2' -30' VERTICAL BEND j 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE Cl1Y OF RENTON. IT SHALL ~E THE CONTRACTOR'S RESPONSIBILI1Y TO NOTIFY DEVELOPMENT SERVICES TWEN1Y FOUR (24) HOURS IN ADVANCE OF BACKFlWNG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAl'l1NGS. \ 26. CONTRACTOR TO PROVIDE PLUGS AND lEMPORARY BLOW-OFF ASSEMBLIES FOR lESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSlEMS (SHACKLE RODS, NUTS, BOLTS. ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTU~ING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. • i 28. ASPHALT AND CONCRElE STREET PAv1NG SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRElE, PAVEMENT, SIDEWALKS, CURB, GUTlERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF IITWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A lEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO Cl1Y OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 30. FOR Cl1Y PROJECTS SUCH AS lELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE ~CHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. . . f3 "' ::c Ou Zz ~T u'I ~ L,J "' o..< Cl. i5 4 6 8 12 16 24 V.B. ~ Cl z ~u'I u.lv, "' t::I a;! e§ 8: a.. <>w ~ I= c:, ~ 300 11 1 4 22 1 2 30 300 11 1 4 22 1 2 30 300 11 1 4 22 1 2 3D 250 11 1 4 22 1 2 30 225 11 1 4 22 1 2 30 200 11 1 4 22 1 2 30 200 11 1 4 22 1 2 s d L t!) V, t;:~ LoJ "' ~w "' ~8(/) u . 0 i3 ,-. "" 1:J,! t1:! i3 ffi ..... LoJ c,:: ~ (..) ~u "-U 0~ ~""';;; i!:z oi!s ~ ::.;u~ lb8 <<"" du u'I -:c~ c::,Z zl5 C> "' 8 2 5 8 1. 11 2.2 2.0 17 2.6 11 2.2 5 6 2.0 25 2.9 41 3.5 16 2.5 5 8 2.0 47 3.6 70 4.1 3 4 2.5 32 3.2 5 8 2.0 BB 4.5 7 6 3.0 132 5.1 70 4.1 3.0 184 5.7 4.0 275 6.5 91 4.5 3.0 225 6.1 4.0 330 6.9 4.5 128 5.0 3.5 320 6.8 4.5 TYPE 'B' BLOCKING FOR 45' VERTICAL BENDS PAINT AS FOR SHACKLE RODS 4 RIRNtw._CKLES THREAD 6' .--. (/) s UNDJSTUBED EARTH TYPE 'B' BLOCKING FOR 45' VERTICAL BENDS V.B. s d . f3 <J> ~ Q t;:~ ~ (/) "' ::c z ...... Q f3 Ou ~ en LoJ "' 0~5 Zz 0:, t::I . 0 ~~ !s:i T ::::, ...J ...J "" ua, ~~z u'I gi 8: 0.. < <.> "-U u L,J ><:: I iQ Oz L,J ::,;;U LoJ uJ ~ 08 Q < <-:;;:- 0.. ~ Cl. i5 z..._ u'I ooi~ 0 4· 300 45 30 3.1 5/8" 6" 68 4.1 6" 123 5.0 12· 250 232 6.1 3/4" 16" 225 478 7.B 1 1/8" 20· 200 560 8.2 1 1/4" 24" 820 9.4 1 3/8" L V, ~~ ..... ou i!:8 fb z c:, - 2.0 2.5 4.0 4.5 ' ,. CM/ Engineers Structural EnginelJrs llmdscape Architecfs 30 480 7.9 5.5 THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS -=-c=-=--=-=-==-=------+ ED BY THE REVIEWING AGENCY THRUST BLOCKING NOT TD SCALE Comnwnlty Planners SURmED, """' NOTES: flNAL CONNECTION DETAIL C ~ ="'N• areccm,. , .. ,~~-~"'' ••••. AND DISINFECTION, REMoVc'. ·TEMPQIV,'r'·BLO:CJ(.ok 8l0W-Off ANO CONNECT TO VALVE WITH 0.1, SU:E;'y£ (MJ) .& 0.1;: SPOOLS f1NAL co«NECtlON D-Y CITY .FORcts · ' _· .. I. TAPPING Tte;S SHAU. 0£ MAOE Of CAST IROt,I, DUCTILE IRQN .. OR rPOXY7COATEO SlEU.. BOLTS .MlO Nl,llS 'Sl-1AI. 6£ COR-TE--1. ·ALL· TUS ANO VAL\'ES SI-IALL BE ·.WATm TESTEO BEFORE TAP, - 2. NO SIZE OM $1:ZE TAPS ON CAST-IRON WATER 'UNES._ TAP Sl-:IAI.L 8E AT LEAST 1" Sl,IALLER l)lAMtTER lliAN THE_ rnsnNO ,MAIN. 3. NO WET TAP 00 ASBESTl)S CEMENT LINE· OR S_lEEL lJNE . .-. " · 4, WET-TAPPING OF EXISTING CITY OF RENTON \YATER·Ml>.INS Wtt;,L;;8E_ .. , • -·-,---,. ' -· .. _ .DONE a.,, SPEER TAPS, INC., u.s. flLTER. SIJPERIOR ._TAPPING !NC, .OR ._ . Ji_A.,ra_. a::. s_.q,~~_E_:.·.~n .. ~_P_,_~_-.. :_.--~_ETAJL_.·.· . WtSTtRH UTILITIES SIJPPL'f Co., INC. · 5. COHTRACTOR SHALL POlttO!..E AND e:VR1FY T11t HOfllZONTA1.."AN.D ·. , .. ''-'WE1'--~TAP;.~NG. WA'I'ER'.'.MAIN . Y.JHlCAL AUCNMENT or EXlSTif'lG WIE 0A srua ANO SHAU START •. .. . --,. --l../\YINO THE NEW LINE AT lllE SAME l·HlRtZONTAl >'NO :-'vf:RTIC,'iL I 1-° .-.. ,. ·:· · ... ALIGNMENT OF lHE EXISTING srua. .. · __ --. ~·em' oi"'r.itnoN !I. ClJ!/~C~E ~~:i~~f~tvl1~;r~.~-·~w.:o ir$P~~ATER '... :. ::.~~· .. ;Jira -~----~.:....·-'-'-''-i----''r"-"',· : :·; _ :· .. /./ta:r"»~:r~.0_4/04 ,_o_m-+----.-S,~~-. -~-:~<:;:~-.;~:\~:~;}.~-.... , ,-..;·:""· ~.+-Pl'-R-, ·, /~~:Ct ~f~.f~~~~]. :·-s:P',~;~~t~l'.,~;jj . CD WET·TAP DETAIL NOT TD SCALE NOTE, . · .. ·· ijj, WE1ER EIQ)l;tS l!"STALU!I fflttt?t CONGl:!:ft.:j).!t t),i<,U, ~!'>00"5 !jtUig:.._ Ill:: ' CASf..,mN t(fl;,L fti O,,_fl,IP!¢. nkN'r.v!'I-, 'f)}'to\~ ,K,f~-rr,; M!liH li;I:. tN:sTAl.u» OW IOI~ ~S: ~ 11/~R-F)I))(. ¢,, ~-· Wir.:~~ - 0 WATER METER & SERVICE NOT TD SCALE ,-';,,-:, RECOMMENDED FOR APPROVAL BY_~-~-~ CALL TWO BUSINESS DA VS BEFORE YOU DIG BY _____ ~ 1-800-424-5555 BY_~---~ BRH DES1GNEI> ,-,------------,-,-,-1-c=~~--_j AS SHOWN CITY OF RENTON Land Surveyors CTH ....... SDC I ONE INCH I -"' FUll. """"' F NOT ON£ INCH Neighbors TACOMA· SEATTLE Planning/Building/Public Works Dept. REVISION BY DATE APPR -=-· 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267 2425 TEL NO. ii: ,'' VERTICAL DATUM INAVD 881 Cl1Y OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND OK BRASS BUTTON WITH PUNCH ON CONCRElE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMA lEL Y 6 FEET EAST OF THE CONSTRUC1ED CENlERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 JS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 95D31790D3, BASED ON FOUND · -'_,..:16~ .fu .20• ElE!"INO SACK Of " .. Cii80. OR 12· ~f;HINO ~1.,cK OF . $10EWALK lHAT IS Al;)JACENT TO ·.QJRij +.an;· x ~· S!OftZ TWO-'P_IECE CAST IROtl VAL'£ BOX WITH LUG TYPE COVE:!<. EQVAL TO OLYMPIC F_OUNORY to:-_sTANPAAQ a" TOP SECTio« 'MTH REGUlAR SASE-SECTIQN_.LEN.Gil-! TO AT, VAL'VE NUT EXTENSION AS R.EQtHREO .(SEE. OWG BR46 / PAGE 8090). C RAISf:O PA\'EMENl MIIRK(R T'l'FE 88 AS STIMSQ.IITE TWO-.W":Y _El~UE. CONCRETE BLOCKING _MAIN LINE TEE. wiTH s~ rLANG,E ·si.Df::-JNTii;r/' 16~x8"x4" M1NINUM CONCRETE BLOCK UNDER ll'r'ORANT s· GATE VALVE (l:l x M.J) A\¥WA.'c· ... 5o9; REsk1_~r.:~r .. \ 6" oucnLE 1RON PJPE. cl.ASS 52.CEMEN.T IJN·m •. -~GTH·:io,Flr_,. · . . i--:-J. / 4 • COR-TENSTtEL .·TIE RODS._· SEE·. .~ 'pt#l~ · f[.Jl..::·l)_E)~o6~" -1/a.i't'ARO WASHED DRAIN ROC!( (J~TO ~/8") 0 MIN. 1. ABOVE BOOT. FLANGE. PLACE S M!L POL'fEJ}tYLENE FlLM AROUND TOP ANO SIDES OF · CUT GRAvtl.. . . . FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS 4.875° X 5" STORZ n. LEVEi. ALL GROI.IND MIN 3' RADlUS 1 ·. ONE MAN ROCK-~• . . '~ FILL , HYDRANT LOCATION IN CUT OR FILL FIRE H'fDRANT ASSEMBLY DETAIL DATE R JON Y PR ADOPTED Cl'l"1 OF .RENTON S'J'ANDJ\RD PLANS !.BT DAT!: Q4/04 DWG. NAME: 8102 0 FIRE HYDRANT ASSEMBLY NOT TD SCALE SP PAGE: B102 CHECKED FOR COMPLIANCE TO CITY STANDARDS i EXPIRES b I 4 I @8 ~--------~-~DATE~~~ ~~~~~~~~~--~DATE~~~ ~~--~~---~~~DATE ~~~ CEDAR RIVER CORPORATE PARK CONCEPTUAL , ·· WATER & SEWER NOTES & DETAILS 00[) 12/22/06 C5.7 SHEET: OF; 35 38 I .....J SSMH R!M 21. 78--rJ!>!I IE (2) B~PVC S 18.4 IE 8"PVC N 12.1 I; I; !1 I; I; I; I; I; I; , ' .. . === 10' UTILITY EASEMENT AFN. 7905011034 ii "' .. .dt ~ ~.· PROPOSED LANDSCAPE AREAS, TYPICAL \ CEDAR R1IVER CORPORATE PARK I SW 1/4, SECTION 19, fowNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RE~TON, KING COUNTY, WASHINGTON r TRASH / RECYLING E_NCLOSURE AREA .• 1• / ---_J_ _ --;:v-v"/-/_/_ ---,,.., --,-~..:o------· ---"--:- ~ TRUCK LOADING AREA, ALL GROUND LEVEL. NO DOCKS~ .. . I i ~ WE ARE SHOWING AN 18 FOOT DEEP STALL Wl1H A 2 FOOT OVERHANG EVERYWHERE TO ~--s ACHIEVE A 20 FOOT DEPTH. ALL SIDEWALKS HAVE BEEN DESIGNED TO MEET AND EXCEED ADA MINIMUM GUIDELINES IN WETLA,JD "A" 0 ! I. 25 J l GRAPHIC 50 I . SCALE 100 I 200 I II II II II II ~-. . . . :..-.:----' .. . ..$--. =--. ~--.., ADDITION TO THE 2 FOOT OVERHANG. ~ oi :i_::._.~_:.·.=.:,:·=_3-·~.-~-~--~-~--~:-~·~,-~...,,=:_::~:=.:::~=::::::J· ·· · · · (CATEG 1RY 2~ • • . • _.. • . • . • _.. • . • . • l. i.n~h = 50 ft . • -~-g1----~'.4--~-~(·~-----·--S~-T~T~~_/-.-~1. ___ -·-·-·-·-·- ! Ill i:tET ) / II hl 11 c.'.l llr.! II .-., ___ ,., .......... ,., ___ ...,, __ -~ : .j' __ .{· ,.,, / II / -/ \\ :: -II· .. ______ TQF:__ · -II ·; -· -:--=--. --...c::"'_ ---.. II , I PROJECT DATA ! BUiLDING AREAS • BL QG A -35,047 S.F. BLOG B -29,940 S.F. BLDG C -33,740 S.F. BLQG D -44,580 S.F. \ TOTAL -143,307 S.F. 1. !.QI COVERAGE "HANDICAPPED PARKING• 143,307 /541, 725=26.45% BLDG COVERAGE f D:'.PE OF CONSTRUCTION -V-B ' II ·:· I II ~...._ (\, A .• , '? <{j> '\)' II ;," "' ,t-· ~- "SHUR GARD STORAGE• SIGN TOP OF SIGN 47.4± II II II II II II II II II II I I . t-f.-~:------.. =----~B:Jgti[Ji •. MIALYS!S.--~-. • .. ---._----·· _ .. --~.,,~ ··--.. ---- EXTRUDED CURB, TYPICAL WE ANTICIPATE THAT THESE SPECULATIVE BUILDINGS 'MLL VARY OVER TIME BETWEEN THE RELATIONSHIP OF OFFICE TO WAREHOUSE USE. INITIALLY WE PREDICT THAT THE RA TIO COULD BE AROUND 50% OFFICE TO 50% WAREHOUSE. ' · ' BECAUSE WE HAVE DESIGNED THE BUILDINGS AND SITE TO BE PEDESTRIAN FRIE~OL Y, WE HA VE CREA TED AN OPPORTUNITY fOR AN INCREASE IN OFFl e,E USE. THE SITE ALLOWS FOR THE BU ILDINGS TO BE CONNECTED 'MTH LARGER THAN REQUIRED SIDEWALKS. THE BU ILDINGS HAVE ADDITIONAL STOREFRONT GLAZING TO ALLOW FOR THIS OFFICE USE WE ESTIMATE THAT THERE COULD BE APPROXIMA TEL y 75% OFFICE AS A RESULT OF THESE DESIGN ELEMEMTS. TOTAL BLDG 143,307 S.F. 75% OFFICE 107,480/1000=107.48 -x3=32J MIN, X4.5=484 MAX STALLS 25% WAREHOUSE 35,827 /1,500=24 MIN STALLS TOTA L STALLS -MIN =347, MAX=508 , PROVIDED=408 ADA STALLS=9 EXISTING LANDSCAPE AREAS, TYP ICAL WETLAND AND BUFFER AREAS: 25' BUFFER CONCRET SIDEWALK AND PARKING AREAS, TYPICAL ASPHALT PAVEMENT WETL AND "B" -A PORTION OF 'M-IICH IS ON OUR PROPERTY -26 714 S F (0.61 .ACRE) ' . · WETLAND "B" 25 FOOT BUFFER -A PORTION OF 'M-IICH IS ON OUR PROPERTY -36,093 S.F. (0.83 ACRE) WETLft1_ND "A" 50 FOOT BUFFER -A PORTION OF WHICH IS ON OUR PROPERTY -15,476 S.F. (0.35 ACRE). NO PART OF WETLAND "A" IS ON OUR F/ROPERTY. '-rrPICAL ' SPRING BROOK CREEK r--100' S~TBACK FROM ' / _ HI-WATER MARK ·-·-·--····-· ·--·--··~ F I N89'51'58"W 879.22' N89'51'58"W 1329.08' · -· -·--,..... -. -··-. -~--~~~==--=---------- ~--·-so_:_~~) -~ -_ -_:_ __ -==--.: -----__(lfH_PIIIR ----·--------60" w (R) -Q/H PWR + ----------------------1~1i_ PWR---------=-=.--.o~w-(R) ----------~ ------------------ = == 51= 3 =. =ME~T~AL4=:;:;;:;~;;=~===-===t'.";E:.".X:;-;IS'.';'.T::'.IN';".G"'.'L"'.:A-:'.NO:::S'.'.'.C~A'.'.'.PE'~===~==~='~=~======-~====~-=====-~N=~TE--,=TH=1s=L~IN=;--,=AL=Ls=o~~,=~-~,o=o=· =so=u~rH=Of====~m::,__"-"===..c:...===---=~~---~-.... -----'=..=---a..=-==· cc--cc---=s-cc~ac.-===aa...l"====...::a===-= ="==== = == " === = ===1[_-0-:_J=- l;-'--'R;;;.A:=IL __ -\:-_·--------,----AR..::E:...A::cS,:....:..TYP:.:..:.:IC..::A::.L _______ =wnnroncn::-om'l.,-,,rm,-----,-------/--THE NORTH LINE OF THE 25' BUFFER AREA 8' CLF c NORTH LINE Hl-WATER MARK ~ ~~-~~~~ UTILI T . _ , __ _ .. _. . . _ . . _ .. _ . . \ I _·--· END OF HIGH WATER MARK ANO SEIBACK FOR SPRING BROOK CREEi<, TERMINAL END OF STREAM DUE TO TOPOGRAPHY . UTILITY EASEMENT PER RECORDING NUMB ER 8603270854 NORTH HALF S.W. 23RD ST. VACATED PER ORDINANCE NUMBER 3978 Civil Engineers Slrucrural Engineers Landscape Architects Ccmmumty PJsnne,s Land Swveyor., Neighbors TACOMA · SEATTLE 2215 North 30th Street Suite 300, Tacoma, WA98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Pro iect Title: Cedar River Corporate Park Client: Tarragon • Cedar River Corp. Park L.L.C. 1000 2nd Ave. Suite 3200 Seattle, WA. 98104 Murphy McCullough 206-233-9600 Job No. 206200.00 issue Set & Date: Issued For Site Plan Review 12/15/06 I EXPIRES 6 I 4 I @8 REUSE OF DOCUMENTS ru1s OOC!JMDH HAS OITM S[G.'i[D El£C1RONICALLV IN ACCtJlllANCf WITI ! WAC 1Y6-2J-070 A~D CHA!'ID: 19.~ RCW. UIIAl.fIHOR!lID AI.TERATIOO Cf A»Y Cf THE W'Olai!AllOO ON TillS OOCll~T lli ~VA!.1).1,T[ lHt OOOJI.IDIT. MY CERTflCA1100 AND SkllAlU~f. lll£ IOE"'5 ANO Dt:SIGNS INCORl'ORI, lEll !tffif!N, >£ AM INSIRUl(IU Cf PR(JESSDIJJ. SEIMCf, IS lHE PROf'[flTY Of Aflfll 00 IS NOT TO BE IJSED. II 11\!ctf M 1N PART, fOO 00 OlHER PROJ:CT ,,,,,lllrul \\'i11Tmi AUlHOOIWlOll Of' AHIII.. & ________ _ & __________ _ Revisions : Sheet Title , Designed by: JKC Sheet No . Site Plan Drawn by: RNS Checked by, PBM S A-Db-17;?-- ·-.,,;.__::. C- ' 96149 1 l XS SUR ,----·--•• -+-----· i I"·( (/) ! a,'\, t,}! v:,"(D"-1~ 11··:.-r· 3 J rt>· 'if>-t<v· I O ~ 1~· l/_'t, if ~ l& ~ 'V kj I f. ;I... o:: r,· jg ~ ! . ·:J;I -,e., F W ,-.-•,,;· .,_. I t:r IJJ; . {/')) {J")i f·":+'} I C. ~' ~i' I J,' ~: Cf;~-y "'>~ r.J <(/ o, t 'Sa[ <i . r.:.:4 / I{ ..Ji o; ! .Ji ....Ji V , ... .; L I I I 1 IJ' ~, ~t~.ec 11:r. I," I ' I i It... _ . " I ttl .. f ,,,+ " ".-) I H Ii} 01 ,J'' ! 1> ·\~'" , I I I -11 ! 'tt':. i! ' ,i :/.,,i L 0 BLOCK 5 BLOCK 6 ~J11 CB RI~ 1726-~r' l,t,.1: t,'!> ('-.!: {1-"-~wp ,_;--1,.)i_lt'·,_ /" WETLAND "A 11 cs RIM 11.04 /~0(./)HE 8~~w 156 1 ~"' ;~' ,, ,),Si''°' I '? • BLOCK 4 ,_ "". -" ,<o--_,;f. ·• · ·0--· 'v'v ~ :\ ,E a"ce E 15,1 'I·· ~.,,·:~1~··:.,,1zA11 1 1 ,,%,,:\,,}'' ,,c ,,. ~! ;,-J/ ,,. · ,o• ' 1 • .;:,"°-.;:!·' •. _,,,, ,___;jj{; __,....-...._ . .::!'J: •.• · ,;:.CV· .,.;!. •.• · _,,.'v ••• _;~O: .•. ·,1,"'· •. ··!j .... ,c'\ ••.• ~'b"· .•. ~ATE~cf)RY 21, , ~"o ~ s·cp w.05.;j("o.'/ I\ n '< \ , ~i0'."·1 11 ·11~1~?.;1 .:'' . ,,, ,,?' -.••• --------WETLAND "A" --! --2 · ,-· ..:.P.' , .. ~ " · .,¥.. · .:ie: ef:· : ~: . ·.· ..;f"' • "'£ ·-·;;:·' · ?·· "', ·~· · · r· · ,{';)~~ I\~ &\.,~:1i11r ," ,0 'li,1'11 ~-Hi . r e: \::S ~ "NO DUMPING" (CA TE GORY 2) ,.v"'G ! • : • 00 ,. " ~ TOP -s . . --xi' I ch' II I\~ : . J "' . ';;; ; r< "' • I'] i :-'·, 2.1 iZ '),'°'" 0"rri{ll ':'.(Jt.-,.,'-"-::. " g "\ [ ~ ·.i~i.:ri[i '.,,,~ 1 1 !:~~1:~: i"_ .. s~~~6P'#~~~P#~ ~;;. ,,~"'· '~: ~~:-:·;~. :::·:~;~ .• ~"'0 : ·.-~~~~;~y-· .. ;,>;J/:· •. ~ l i ......... / _ !/ l4t..._'!:>eo ,-31:I · + ' _ =:::::: .._ ~_/;-~ ·· ........_ ~ -·-• • * · · , · . ~ · ------_ -....-:,.; -~ ../ .;p· _ __. '""" ~ _ '),,,__ _ it ,,1,. d-' +.._,04;,'\-'g .. ~, 1 t< "\0 IE 5"CP s ·15.0 _..,v Iii\ ol '2 '""" ~-!.l-. :~ i ~I I 11 m \ f'':-:::::::::: ~"-"· i ~ ~:;:,J~~/:: :~" ~: I Ut:• ::_~-~.:tif +% /> -~ -----+.._YJ· /y ' , "":,'? .._,;,-_IQ~ 18"CP N 14.8_...... _..,.. ~ \I t '. ai ~ ~~ 1~ ~ ~N g! :'1-q!_·..,··· .. "!!',.c."?,,.,, _"~i>:~ ~ ,/ , 1 WEERo ~ -., 1 s UTH DGE o I DP#4 (Nor suRvEYED'l , _,., 1 · ., ,~· 1, ,,-_J oF:._.,_ _ -:-1 ~" ;, ?,<=,._ E . :;_· ·:,,· · ;' ,''c'\ 11 :' 0 ,J: ~R_,_·°"'1'...~o~~~-j ___________ : WETLAN~"A': Lv11 --------DP#4 1 ____ ' _ __.-1'---,,, 0 LoT2a i ;0~1 so'suFFER / ; •" LoT2e ,•'~ ~ gs>,',,,S ····• _ ::i'-:":~'~£21<:~,1~1't~ ~; li ;:,~t -------------------t=" -·----------i +"~"?'> .'1 P:--------:,._---------------~ ~~ "HANDICAPPED\--}-"SHURG!~D-;:3-\\ :~ ·1i-;~- -' ::~ K: l:t : f / J' "' ., 'y "l~N~]~,lJ11E0~SJMENT ,••' ,,••' : , . ' 'SET REBAR & CAP '-'· "'i 1 }~' PARKING" ~6~R~~E;1g~G~7 _4± II~~.· C \:.~1$ ~" 1,•' 0 I l·f' I ij t' I l;l TMH LOT 27 • f LOT 2 • ' LOT 27 , LS #22333 LOT 27 SET REBAR & CAP / ::: LOT 2 _::'\ fti \I I '--l/}vllv1;,,f,t11r·,, •.. ,1 .. ,. ---------------·--· .. ----1------··------___ .::~----: _,.,', o ,. ,, LS#22333 l ~-,•· "'li' n . 4;t ' J f'1 JI, ·, I .. !1 ) --~ o ~ <C (~~;---,~ 1;::'::Fi~:\:1~;,~~ ,••' ···~~ ·-· ·-· ~ -----------------:;----~ : I f~T . I j 11 ti / 'V.,,I fl LOT 26 ,.'),~;$" r:.~~ I o'P"' LOt~ ""-<fr c.1 <oj ~ ~~ ~G CJ ~ Y LOT 3 I -II U ! ~ ~· -:_ -"~ w· 6' CLF ;~«. I LOT 3 \\ 30' _j -...§."Pvc_ss~ _I .. <=8"PVC ss ,; I ,.,., .... ~() +<\) J +'> 1-,r; +·y +'l,r:,-I <( .;,, ,-, 5 l " ') ; 8" w (R) • n I 11 i --~ ;._',~f/// 1"' t.t~ I I O ' DP#5 :-:S: ~ 1,\() · L, "' I ~T~Hc~t/li~ ~ i(f :1 i1i ~11 e-: :Ii -------LOT ~5------------r------------L~,~-------------: ; ! I --------------:~\; ~~ ~~'J \1 ~------------------I i i / ~ \, I w 11J ~! ls0 & ' I I I! ~: I ! I LOT 25 B LO (l' K 1 LOT 4 ~ :1.t ~ ~"':! j'i>I"' :vi ___ -------------.</"·".... ____ :_ ,.iJ'----4"''1' _____ ..:.,,'" __ ----.¥-'--I ~ ;-;:;,, . .," ·-(20) 1· !;, , WI ~/~0·'~;~ ____________________ 11 _______________ SDMH-RI-M19.22l==1===; ,· Zr I i,p·, ~I' ~ .,_. { ~ LOT 24 LOT 5 I z Z / LOT 24 / LO'[ ,0 h) / s."/ ·• , IE 6"PVC S 15.8 -11.·. "' 1 4., ! w s>· / [' • f ,,: ~ / LOT 24 / LOT 5 / I et::: __,, -0'1-i n?I ! z I APPROXIM TE LOCATION I , I +" !+ -....-!B RIMc=:20.10 IE 15"CP N 15.6 I W 1(1 In: g / I II! :'!_ I I a•" I l " (}) ,,,'' i,Jl'----------------DP#11 --, ~ I :,::!~ --4'" U / ~-w' ,,' < , I i ,, /? .~ I t! la. ~ <( ' ? I IE 12"CP E 15.8 I '-':/: BUS"'!js>'~.:1~.:1 _J ______________________ / ________ ', I ~ ; I I DP#11 OTSIJRVEYED) 1 IJ~ •• " ' : -,-6"CMPS18.29' I I '~0 ~~,t~M/;;~ I J <I'~~~ ~,0;;11(' ,;; I/~ : -----.,t.------~o)' --1 ~ : ~o)" r-------------------------..Li: ----·-----.,~-LOT-6-~,.-25_B_U,FF-ER-~111L,1 ~~~~/::~o;,:, 80, r, --r~, ------LOT-23-----------: ------------LOT_6 __ -----'----j IE 36"CP s 14,2 > /I ft. b" ! \~ ~ -?' ' , _... ,--;:~1 LOT 23 I 'o'\, LOT 6 ~ LOT 23 II II / ,,,:<:il .............. I c:; it f,lli;, ,, j"',. lif ~r;, i ,"j'lhl ,_; ·~ @DP#1 ,el': ,o' I ' 5 I •'0 ' 0 ,,"' 0 g ,J LE G E N D :r·/.J i 111.i,.,· Iv'~ 'Ji, ----,,cc. I 'JI . I -------DP#~ i (/) !---------·---------------: ,if!]· .:?'' --------rµ; . ·:1· Hl~t}""f 00 EASTHALF91STAVE. S.W, --~ W• f 1/ i ~ 11 ij \' J; 1· 1 I {'· / 1 / / • • i} ,,> " VACATED PER ORDINANCE A/C ASPHALTIC CONCR .TE , GUARD POST > I .. '1J•.:1,. 7 \ V I\'.,~,_.,? ' -k<,tn, LOT 22 I LOT 7 • I ·, \ .;} 'I•'" :, NUMBER 3292 ,\l, __,. II /.l \ ,t'. II l f) / ,1 ,s ,,,·· w .,.•' LOT 22 I LOT 7 .:'" ,;:.11 '. ! . I : LOT 22 EDGE OF ASPHAL IC CONCRETE ~ HANDICAPPED PARKING LOT 7 -.a.. I i~1-I : !~_x. 9 O' I +"S' > T" \ I v~ ADS PLAST!C PIPE l2J JUNCTION BOX ofs: /;rt 12 ;Vl(R1;t, ~·~ f·11----------· ---,,o"'-----8 L'.VTK ------•' ---------, __ ------~ i <{ ~-2----------------· ~,;,•--8 LoicK----------· ----=~--~ }11 I j::· Ii i:-:------B: BARBED WIRE FEt CE :¢: LIGHT POLE ---~ ze: r,ll f I ,,,,.j?' 11 Is .,;; I OT 21 y 3 .,0 LOT 8 J i I l LO.~ 21 I LOT 8 w~i~L",;'N~E "~~I ~ I /; ~ CATCH BASIN O OIL PIPELINE (BURIED) LOT BJ -1W rii ; t'":~l; llolll~o'WJ-----_,._ _ -------------___ :_ ----------·--------------I t;; -.,,·· ---------.," ------------_ J.11 -----,,,.------~:-;:8', ---------__ II 1,_, 1/// /.<o/ :.-.. ' L.¥~!~.--~OT 21 -~~~ ~~~:.I~~~/ ~n" ~:~ ~~R-~-~AD cs RIM 20.so ._ r:i ... 1 1 0 v .. 'fl -;_;'. 1 rv· 1 _.,,-.. , , < ,u, 1/Pfl 1. r-<J11 1 T IE s"evc E 1s.s I }i o 1 :~.· 11 I "J.:..cB RIM 20.34 • ,•' 1 / .;, , CX) I 1 • 1 ~l. t1 · I O cc CONCRETE CURB Pvc POLYVINYL CHLORIDE I !.l!m!I 1 ..,~. I£ef}i.1 . . 1 IE s"Pvc w 17.s LOT 2 .~ LDT 9 I .,, , LOT 9 . : 0 0::: >- w' IE ~·~e:6Mw2 ~i.~ li·:r-·°"~9/o //I /~I '+--~t1ROLFIJM / ,, ~ . i, .·· ~ ::~:::YDATA 11 i-1 ,o 'll l'IPEU!if I •" 1:.. -----~--==~~-~~~~=----"'~======":'::::'=---~~------I NOPIPE}~J~6VfoNE1i; :r:1 "~1,rlv'':,~.~.-~1-i':IARKER-------~,-----,-o',o -----J/IJ;'-------~---------.. -------I \;c 'I CO CLEANOUT .: :,::TARYSEWER --1 / FJi ,1·°"•" / '. i ilf/l~" ';' [l ,,s' J!OT 19 LOT 10 LOT 19 1 \ 3' ; // ~ =. · I LOT 10 I :r~ s> I ,&JI Ii~ !"· • : f "~< LOT 10 lro / ~ LOT 19 ffi '',:-,:•' j ::~:R::N;u:~ ::R @ SOIL BORING / 1 /,'/j;.i.• ',:"' ~~ I~,,~ r j --------------------·--·--:------------------,,oJ',-----1 ,> I: -------------,-\\r -:--~ RIM=19,7.;:;---@:~# DUCTILE IRON ~ :~::~::::~MANHOLE I ti. I I·.' I 1111 ..) I y 6"CMP N 17.03' w --'.Hv ! 1., II '!' f I LOT 1a I LDT 11 , LOT 1s L . 11 1'! 1 11· 1 ~ s·cMP s 17.03' EC ELEcm,cAL coN u1T (BURIED) Tc TELEPHONE c0Nou1T (BURIED) I l'fi i ,• ; 11 I I ,9" I .,,•' ,,,'" ,, I I I . ) I LOT 11 I :f"fi ;<'' 1 •'' I •' ,, I I i I · I I o ECC EXTRUDED CONC ETE CURB TMH TELEPHONE MANHOLE 1-1 I --< 110,lE RISER I I FO FIBER OPTICS .I' TRAFFIC ARROW (PAINTED) :; 0 "' I I ..., /\ FOMH FIBER OPTICS M "'NHOLE ,.............. TRAFFIC FLOW LOT 12 ....J 1 ,rl4t 1nc ~·. ·1, 1 1 "° ""' d~ 1 • 1 / ·,1 , LOT 17 .........,_.,., """' c\~ 3,:! en; · [ ! I '1-0 -., I +'v +'v I V ~ FOUND SURVEY MONUMENT --&--UTILITY POLE 3:: ~ ~ f,:) 1 \/.' gj .,!1 II / ~, i-,• ,---:~-----.,•' -------------~ I ~--------.""" --------------t--------------------)!i " .(. :-~f1gE~A~~R9ii5RTD1~~c~-.w-.-o---o--o--o-----~F-EN_C_E~L~IN~E~(c~H+"~,N~L~,N~K") ______ w ____ w_A_T_E_R_M_A_t_N _________ ; ss~;~ 1 , IE (2)s~'~p:6Ms2ii!~,i;l]i,:c~ ~ ~JI I Ii~: ~~~'i> -------LOT~:. _____ ·:: _____ ) ___________ LOT~3_.,"'· __ ---.0~-J ;,,,?" l ___________ LO~~---·"·· ______ }· ___ -----·"":_~o~~::·25:UFFER ~ i~'.rn r11·1~/' ' t" \:/,~UMBER 32:02T 16 ---:-~-::::::; ,, : ::: :::~ wrn ·~': 2 IE8"PVCN12,1 ilt "'' iii 11~· -I ~ "B" '. "" ;.,/ NI¢ ~;-·i--CBRIM=1880' _____ ...,.C.,_ __ .=C'....l=C.'.....-.j----------=--....'!!=so....==---------- I ;11t · i 11 f' ,(L, . 10 UTILITY EASEMENT N TH EDGE OF ) ETLAND I l 0-, : : 1 '. 'j,. I ~ IE 6"CMP N 16.50' "' GAS VALVE WETLAND FLAG I 1i,:1~.' .;Q .il'~I (cij} 2 ~ V AFN.79D5011034 LOT 15 WETLAND "B"-25' BUFFER-L~ (CATEGORY 3) I ' I •'" LOT 15 NORTH EDGE OF 25' BUFFER~ WEST EDGE OF V 1-1\ ..,_IE B"CMP s 16 ·50' LOT 14 I I.~··: s:I ,n I ~1oo'SETBACKFROM I 1 I I Lf100'SEIBACKFROM WETLANO"B") I WETLAND"B" _ _J 1'"". j'I· ", I POUND MONUMENT 'J1;16c' ?" JIO I HI-WATER MARK --/ \. I HI-WATER MARK / CS 6 i' i' LOT 15 r 30' -Ii,' INCASE ~('A~,,,' ,,~IT,f''. k/_. -,,Y ____ -=-r;;_ ,,~---!-¥~--:-~---~---.._,)·\op----~O; ---1-..,~~'--------~---t',0;·:-'"'·TQO-----~~-----}----:~ ~-,~-~p----,,," 0 0 -......,>i _L~?~~f~J~A~~R~ROM !_ --__ ___J SDMHRIM22.10~~ .. 2%~~;,:(P~ll·,1· ;/~1}i. 7 _:., ·,~ l;f.t~·,;'!Jf/i.11!/3!/ t .==.~!://,·,µ~ff if, 717/7 •·1 1 /K/_f_'~_l///1.~f~ 1 /1 (1N' . ~ ~-'[J; -:·/,·1'j."/)t_. '-:_l~[,'.,~j:J/1/ f./,11/·//;"~:~;._--~-:--:f -----~.~-= --- :i~f:~~w~i~7Q'}::ri ~"'--,J~ ":/' ·,'F I r>J?11_ ·~+[' ___ 1_{!1 r '!~f_r');f ~,f ~~:.7'.)_:,j,~·_IJ~-!~.~;~"'t/1! '-,~.,~~1;-/C'P'.,;f~~:~,.,,;,!''/ #!1L_1!1_/!1;sTtil ___ _.:~~/:f~.~~=,:,:~~)IJi/~~/:~'i''.' ··'.~'~,, = _,,/J 111_1 :l»i I. J!/ ~=-~: 4~~..... -.•....•......••..• --.....•. ,,, .. FOUND MONUMENT , IN CASE \\I ....... .... ' . ·-._ ..... _~~ SW 16TH ST ~'*1 r·:.'1 ___Ea~ {PiltE 11 -"= :=:'b:: =-= ---L.. _,.,. " ~cy-----._ ."' Ml ~ORfH-11A..Fif0;, sw. :23RB--sr.1 • ... -:"~-~.r-." ~-~ .. ~ .... --, .t -,-· , ·••·· ,-,'\'· __.(5"" ------=--=-+-~ ---------. == == == == == == == :'?7; ~~! -""'"T~; , l<fln!~ lit. "-"'t c)iff 12 / ~ n <:) r-k... ...... DF#6 + t>< 60" W (R) +" 0/H PWR + 16/ T 60" W (R)+ /1 ""W ·.1 "') I"'(' I ".\ I ,.-~ ~ I') 60» W (R) + ®oR#9 ,.----;;-,~:.;;;( .. ~~~!~~~~f)lvi ··-···"---. -~ ti &;'!ii }t,;~~~1~~1,;~~"" ., ... , .. _J cl ~. t ~ ;, .,:_. ... ·-"" 0 .., • •• •• .~ • ••• 0Z .. .:?t. -. ~~~~i~.o:~1:A~~E.. ,,~ = .. ----~-........ ""_ .. ~." .. o H ... PWR .. ' ' ·j . . '': . . .. .. .. -rb-_. = .. . ."' ,,._ ; ~ ~ ,:,·,. .... :.. . :..~ .... ' . -L±.,;_c.·'<-......... ~~::~" ,,., ., ... .$:-.~...s:~ \; MMGEB ''''''' \'< ······· ... =e-U_M,,PS_A_t."'· •Der·~· ---- 1 11 i,,"o (R) = :"=jj, )4' ==;,c = ~-r_ · ·~.~Tl ITY POLE ·"'. -· \~ u 1.y<o· +" +:-~ ,v,.,, v',J ~ ·~ 1 ~ 7---_--!:',.?· ~· ---~·---~" =;,== --==·'===· -· ==~~:f:Y,l'!AL'c'.1~1t.~s_".J= / n:n:c:OLElH-A -,t}'"-{;f RI~ I -~ ·~' ~\M/DLROP WES/ +.::--· 0'!:> L VALVES @+'4'~1" iF-:ON STP..ND /r\' NOTE: THIS i.:wIINi'E FALLS OVER 1Q§'" SOUTH OF +'~· -Vf:,l YES ey,,."11" IRON ST/\MD +" LV/\LVES@ ~ IRO~l ST.AJ!D ~<---' "~ \ ·., .. ,i· +"'\'.), ~:>'b 8' CLF Pl .~.-Ll"E 12 ' ,. ~ ""' ·"' '\ . ..-, ,, · ... ~ " +'> '""'1°"" /"ti 001···, IIARl'ER L OF THE 25' U 'RE ", ,,p::·:· 1 ·"· , .. ,._•_"·" ·.,r,.f.'Kt''.P ' <";::. 1•, _ IE 4 CM:,+ 12:'0 !.,.';16 ,.__v 0 ·_,--,,__;---rinTl-i 1 '" WATF'"' AR'"~. ":'-')' r', c...:, ""i~,. 1 m, 't , ,-i ,,. THE NORTH I. B ~l_i[R r, A ,.?t< Pi?ES A!,iD.~Wi•I Mi,Rt':f:.R ,.s.n c .,_, '• ' ,._<:, f,11N~i(ER ""' uNt:. HI WAT ,. ' "o'"' .... l I ~:..=r'O.§>BARE UTILITY --. -s= ··-------_'_/_ --------. ------' __ · --__ .. 'c··,·R-.. T··,·F·· .. ,c.A'Ti-oN;---·-·---· --··--·········· 0 I.'._\·-..f" POLE __ ---·"'·· -·. -·· -----_i ---/ -r ---UTILITY PROVIDERS: -·· ---, .1.-P" I "-' END NO"!) --i ± 12' ~MP tu::rn;[D,........,...--~~2~,g.rA CMP i, SITE NOTES __ _,_ ·---·-"-·--------·-···········-------~--·----·--···------t '[ 6~~Tlg~L;~~ig~~-~i1~ ~~ CITY BENC~MARK # 1~·~; FOU:~-ON-~~;s~ --i g~JE:~~f~f~~RVICES i '! , BUTTON WITH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A 1055 SOUTH GRADY WAY 1 ~±12" DIA CMP I r'. 'r MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED RENTON, WA 98055 1 1 ' ' i SITE ADDRESS: ± 12 CMP CULVERT IE=6.2 i UNO AVENUE i j CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN i (425) 430 7200 ! . -I i REN ION, WASHING ION ; I ELEVATION= '1s.84 I STORM DRAINAGE 1 T X ACCOUNT NO I i I CITY OF RENTON i A .: · !I CONVERSION FACTOR FROM NGVD 29 TO NAVO 88 !S +3.56' 1 1 DEVELOPMENT SERVICES i 334o4 0-0ZSS-Ol i 1055 SOUTH GRADY WAY I ZONING: AREA: '1 RENTON, WA 96055 I CO-COMMERCIAL OFFICE PROPERTY AS SHOWN CONTAINS 541,726 SQUARE FEET OR 12.4363 ACRES, . (425) 430-7200 MORE OR LESS. 1 , I ZONING AGENCY: i I CITY OF RENTON TOTAL WETLAND "B'' AREA CONTAINS 26,714 SQUARE FEET OR 0.613.3 WATER CITY OF RENTON DEVELOPMENT SERVICES 1 1055 SOUTH GRADY WAY RENTON, WA 96055 (425) 430-7200 DEVELOPMENT SERVICES I ACRES, MORE OR LESS. 1055 SOUTH GRADY WAY I RENTON, WA 98055 ii WETLAND "8" ONSITE AREA CONTAINS 22.289 SQUARE FEET OR 0.5117 ( 425) 430-7200 ACRES, MORE OR LESS. 1· .... .. ........ ... . I ALL OF BLOCKS 2 AND 3, AND LOTS 27 AND 28 IN BLOCK 1, ALL IN C.D. HILMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE, i DIVISION NO. 1, ACCOROJNG TO THE PLAT THEREOF RECORDED IN VOLUME ! 17 OF PLATS, PAGE(S) 74, IN KING COUNTY, WASHtNGTON: 1 EXCEPT THE WEST 10 FEET OF LOTS 15 TO 28, INCLUSIVE, tN SA!D ! BLOCK 3, CONVEYED TO THE CITY OF RENTON FOR STREET, ALLEY AND OTHER PUBLIC USES AND PURPOSES BY DEED RECORDED UNDER RECORDED AUDITOR'S F!LE NUMBER 6391019; TOGETHER WITH THE VACATED PORTION OF MAPLE AVENUE SOUTHWEST (69TH AVENUE SOUTH) LYING SOUTI-i OF THE S0U1HERLY LINE OF SOUTHWEST 21ST i STREET ANO NORTH OF THE NORTHERLY UNE OF SOUTHWEST 23RD STREET; I AND j SHOWN OR NOTED HEREON. l TITLE REPORT SCHEDULE 8 EXCEPTIONS: 1 i ITEMS CIRCLED ARE SHOWN ON MAP. • .--,.,-,-,._,.,,,,-.".Tr A I EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: SURVEY IDENTIFICATION NO.: REGISTERED LAND SURVEYOR NO.: ! SURVEYOR'S ADDRESS & COMPANY: i TELEPHONE: 96149.03 22333 BUSH, ROED & HITCHINGS, INC. 2009 MINOR AVENUE EAST SEATTLE, WA 98102-3513 (206) 323-4144 : THIS SURVEY IS TO BE PREPARED IN ACCORDANCE WITH THE 1999 MlNIMUM I STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS AND I CONTAIN THE FOLLO\\SNG CERTIFICATION, ~~R~tLcL~~o TITLE INSURANCE COMPANY, TARRAGON-CEDAR RIVER CORPORATE! THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICHID ii IT 1S BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS'', JOINTLY : ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND INCLUDES ITEMS 1-4, 6, 7(A)-(C), 8-10, 11(8) AND 13-16 DF TABLE A : THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, "'-SW 191H ST ~ n: SETBACKS: i PARKING SPACE COUNT: POWER i I TOGETHER WITH THE VACATED PORTION OF TAYLOR AVENUE SOUTHWEST ) (91ST AVENUE SOUTH) HAVING A WIDTH OF 60 FEET. MORE OR LESS, AREA AFFECTED: PACIF!C NORTHWEST BELL TELEPHONE COMPANY, A WASHINGTON CORPORAT!ON UNDERGROUND COMMUNICATION LINES, CONDUITS AND MANHOLES WITH WIRES, CABLES, FIXTURES AND APPURTENANCES ATTACHED THERETO : NSPS, AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, I i THE UNDERSIGNED FURTHER CERTIFIES THAT 1HE SURVEY MEASUREMEMTS · LYlNG SOUTH OF THE SOUTHERLY RIGHT-OF-WAY MARGIN OF SOUTHWEST i Ji I ~ ~ i-= \ >-w > O'.'. ::::) U) w _J I- I- 0 z <( _J <( 1- _J <( '-...., 2 U) (.) <( () z_ I.fl IX ~o >-w > IX ::::i I.fl (/) (.) z J: ()0 I-z <( J: ...J ~ I.fl 0 w 0 0::: IX w w z 0 z w ~ ...J J: > (/) 0 :) (I) ' f-- (f) 0 0::: f'') N s (f) w > <( 0 z __ J LL 0 >-1-· z u > z 0 C..'.) <( er:: er:: <( I- z 0 f- C) z I IJ) <( ;;: >-f-z ::, 0 (.) Cl z z 2 z w 0,:: , li; I ! , CURRENT SETBACK REQUIREMENTS SUBJECT TO SlTE PLAN REVlEW. I PARKING SPACES TOTAL O INCLUDING O HANDICAP ACCESSIBLE SPACES. i PUGET SOUND ENERGY i : ~ . !, g~:1~~~6ii;~:ii~o~A6F0 ~:r;~1:;~~p~~~~~El~T!.FFECT DURING lsuBSTRUCTURES: ' ~~~LJ~l~ ~E~~io~E I ~ a , 0 i j BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED I (206) 425-2000 21ST STREET EXTENDED, AND NORTH OF THE· NORTHERLY RIGHT-OF-WAY i MARGIN OF SOUTHWEST 23RD STREET EXTENDED AND L YlNG BETWEEN BLOCKS, THE EASTERLY 10 FEET OF THE WESTERLY 20 FEET OF LOTS 15 THRU 28, BLOCK 3, C.D. HILLMANS EARLINGTON GARDENS ADDITION DIV. NO. 1 : WERE MADE IN ACCORDANCE WITH THE "MINIMUM ANGLE, DISTANCE, AND II CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND I iBOUNDARIES FOR ALTA/ACSM LAND TITLE SURVEYS". 1------.----- I ~o 5 I. i, i FLOOD ZONE: i BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE (888) 225-5773 i -SI TE -167 I 1,, 'I ~~:s1i~1l ~6~~~NtJ~r~;~0 ~~~ fjg]fc6~~~~A:NcDE 1~AJ1~u~~D ~j~gN~AY II ~~~ 0 i-Htf1N~c~~~A~7o~1~~L~T:is~~~ ~ifu~~iu~NA~~?Js T~iii~:t~.iRDS. NATURAL GAS : ' TOGETHER WITH THE VACATED PORTION OF SOUIHWEST 23RD STREET (SOUTH ~ ' GRAPHIC SCALE ' "AE", AREA DETERMINED rn BE A SPECIAL FLOOD HAZARD AREA INUNDATED DESIGN coNTACT THE u~LITY OWNER/AGENCY. PUGET SOUND ENERGY I 1soTH STREET) HAVING A ~mTH OF 30 FEET, LYING ADJACENT TO THE MAY 1, 1979 7905011 034- 1 AND 2; AND i RECORDED: RECORDING NUMBER: I ® EASEMENT AND THE TERMS AND CONDITIONS THEREOF• : DATE 1/l I,, SW 27TH ST I I BY 100-YEAR FLOOD. BASE FLOOD ELEVATION DETERMINED TO BE 19.5 I 355 110TH AVENUE NE ! SOUTHERLY LINE OF BLOCKS 2 AND 3, EAST OF THE WESTERLY LINE OF 1 J I 4,J 4G ~J nr) j I, FEET (NAVO 86). TELECOMMUNICATIONS/FIBER OPTIC DISCLAIMER: I BELLEVUE, WA 98004 i BLOCK 3, EXTENDED SOUTHERLY, AND WEST TO THE WESTERLY LINE OF RESERVED BY: CITY OF RENTON IN ORDINANCE x II ; RECORDS OF UNDERGROUND TELECOMMUNICATIONS AND/OR FIBER OPTIC (206) 425-2000 i BLOCK 1, EXTENDED SOUTHERLY. NUMBER 3978 , ·1 i HORIZONTAL DATUM: ILINES ARE NOT Al.WAYS AVAILABLE TO THE PUBLIC. BRH HAS NOT I I (888) 225-5773 i TITLE REPORT REFERENCE·. ! i PURREPOSFE1E UTILITOYNANODF SRELDATPERDEMPl~RE~OLSESG i -~ , i I PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND CONTACTED EACH OF THE MANY COMPANIES, IN THE COURSE OF 1H1S I i j A A A F CTED: PORTI . Al YIN i STEVEN A. HITCHINGS, P.LS. NO. 22333 ! drown by checked by II SBB SAH ,R-,----+,--5COle dote 1"=40' 11/06 job no. 96149.03 ~ ~ ~ VI C I i\l I Ty M A p l____________ 1 i~c1: ~E!~ ) JJ:~-------------··--------------, ___ : l~ONU~ENTS''~ s~-23~0 -STR=ET.BEARINli NORTH 89:51 ,58·,~s~ ,,,,.,,,,,,,.,.,, ~~~~2c:1~~~t~!~Ri~~0 ~i~:~g!:~tf [~f ~!:;i~~~,t~fJ~~:;~~HTS-I :Ir ~!f£E1T ' ~1;~,8~rkT1:~~i:iiJ1?{f ff !a~~4:r~Mls~~lVf {;r;rNt:N°i:~D ' I RECORDED ;;i~ v~l~I!J !~~~H~~;JEi) 3 RD i THE ABOVE CERTIEICATE IS BASED UPON WORK PREPARED IN ACCORDANCE II ~ Ll... ....... '....;;;;;,N;;;v~ ..................................... " .. o.s'"c'"A"'L'"E'"'" .......... ..:.· -------------..................................................... ,... ______ _, ...................................................................................... ...;;.t;.tw;.l~;.~;.s;.~,;,;Rc;.~0 .... t .. t .. ~.--~.~~ •. ?.iE;.·~.r.~_: __ L~-~5;.··;;.J;.c;.B~-i;,;i;.R;,;~.'Tc;.Ho;.~ .. ~;.~;.R;bo .. cc;.!t;.9L;N;.:!u;.···~;.··l-.~~ •.. ~;.~-;,;~l;.·~-;~-,,;,;;··;.~s-··;,;· ·;··;.I li,iiriisiiiTii~[iiio{'iiioii~iii.2'iiiiiii~Oiii1iii80iii1iii6ii2iiiiiiiii"ii,"; .... _-~-.. ~·R .. E·O·N·· .. : .. E .. L·A .. -TE .. ··· .. ···· .. TO .... T .. H .. ·l·~ .. · .. c .. ·~-.. ~ .. M .. l~ .. ····-.. E-.. ~T ... _-...... -.-· .. ·· .. ··· .. · .... -.................. · ... · ...... ···-.. · .. · .......... ·-.. · ..... ! ..... · .. --.. -~ .. ~-C.0"H'"D"IN·G·· .. N .. ~ .. -M .. B .. E .. ~~ .. -.. ··-·· .. · ..... · .. ·· ..... 86 .. 0"'3"2"7'"08 .. 5 .. 4 .. · .. · .. ·· .. ·· .... ·· .. · .. · .............. : ... ~ .. ~-Hi,~R .. -~ .. ~ .. ~i ... ;.,.~ .. ~-~ .. 1 .. t .... ~ .. E!_!~ .. ~~-T~-D .. -~ .. f .. €R .. ~E-~~ .. ~ .. : .. 60 .. ~ .. ~ .. L .. 'M .. s~ .. E .. _1f ... D .. Y-PR"A"CiiTI•C=E-.;~ ... w:ij,: .... ~ .. Mi,:'i,~'E=·····.,,: ... ~ .. -,.· ... ,~·-h~-';.,t, .......... 1 ...... ,, .... _1 ... .... t--, ' ,'ef •. ·'' _,,,.h •'"",W.">Co,-,,u ,.,.,, .,,,..,.,,..,, ~ a: <( Cl. . Cl. a: 0 0 a: w > -a: a: <( 0 w 0 ± 1 z' CMP CULVERT GRAPHIC SCALE 40 0 20 i es.•. l i -· _..--±12' DIA CMP ( IN FEET ) 1 Inch = 40 ft. TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 CM/Engin"" Structural Engineets CEDAR RIVER CORPORATE PARK SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON GENERAL NOTES 1. PROlECT ALL EXISTING UTILITIES UNLESS OlHERl'IISE SPECIFIED. 2. SEE SHEETS C2.0 & C2.1 FOR ONSl1E PA\11NG PLANS. 3. FOR CROSSWALK STRIPING, SEE BUILDING PLANS. 4. CONTRACTOR SHALL PR0\11DE PREVENTIVE MEASURES TO PREVENT UNTREATED RUNOFF AT SAWCUTS FROM ENTERING STORM SYSTEM AND WEllANDS. KEY NOTES CD ADJUST RIM TO FINISH GRADE. @PROPOSED CONCRETE SIDEWALK, SEE PLANS FOR WID1H.@ @PEDESTRIAN RAMP 12H:1V MAX. SLOPE, SEE DETAIL@ ©PEDESTRIAN RAMP 12H:1V MAX. SLOPE, SEE DETAIL~ C6.2 @PR0\11DE CROSSWALK PER CITY OF RENTON STANDARD • @PR0\11DE NEAT LINE SAWCUT AND DEMOLISH EXISTING CURB & GUTlER AS INDICA lED. ' . VERTICAL DATUM INA VD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON \'fllH PUNCH ON CONCRElE POST MONUMENT DOIIN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF lHE CONSTRUC1ED CENTERLINE OF EAST VAUEY HIGHWAY AT lHE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVO 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58' WEST LEGEND ------SAWCUT LINE ASPHALT PA\11NG@ 1=;h;~;¥i=;*~;:=}.=i&1=,fr=);fj CONCRETE/SIDEWALK · CG CURB & GUTTER@ ye VERTICAL CURBLL'i ~ ~ CHANGE IN CURB TYPE RECOMMENDED CALL TWO BUSINESS CHECKED FOR COMPLIANCE FOR APPROVAL TO CITY STANDARDS I EJIPIRES G 1 4 1 oe THESE DRAWINGS ARE NOT TO BE BY____ DA vs BEFORE YOU DIG ~.,;r~:;,,;i;=::"' -----------DATE ---UKAUTHamD ALlrullQI. er oo If" nt.: llflRIAlKII QI nrs USED FOR CONSTRUCTION UNLESS 1 8 Q Q 4 2 4 5 5 5 5 ""':'J,'i't .. ~~ ~":ll:t""'· BY_____ --------------DATE ---llE!llEAS l,lltDrnQ,15 l!Ca!P(l!ATElltmJH. As.NI SIGNED BY THE REVIEWING AGENCY ~ag:,~:=iiiw:J:',1,1~ l11ndsalpeArdlitedsr---.----------------,------,--~~~~~~~~~~~~~~~~BY'._-=-=-=-=-=-=-=-=-=-=;:._~lli!l!ll!!IJ!l!ll!IJ!l!ll!IJ!l!ll[ll!l!!![ll!l!!!!IJ!l!ll[ll!l!!![ll!I!!!~ "!'~===~-;-;-;-;-;-;-;-;-;-;-;-;-;-;-;-;-;-;-;-;-;=DA=JE== --=-=-;,-;:::!-=:<lllfll="""="=_,=-=";="""'="'="="9.~ Communlf:! Pfanners SIJFMMD:: SCAL£: ,_ DAm Land surveyors 1----1----------------+----+--+----J_ __ BR_H ___ --< 1"=40' ~~ ... .,, .. , ~....... CEDAR RIVER CORPORATE PABKC ,-•" ·•""''. 12/22/06 t-----+---------~----;--+------1 -CTH CITY OF CONCEPTUAL C .... . . . Nelghbois ....... SDC -1----1-----------------+---+------I 253.383.2422 TEL NO 206.267.2425 TEL ' REVISION BY DATE APPR """""""' ... """ ~ RENTON -, er•·':i ot.c 1 ' ",, .. Planning/Building/Public Works Dept. LIND AVE. IMPROVEMENTS -. ,, : r::l(\ ,~, ;·· -J c;;,,_.;.J ·,-..... , - """""'""' C6.0 ~ a: <( CL . CL a: 0 (.) a: w > -a: a: <( 0 w (.) l/2"X:4• EXPA.NSION MAT!;RiAlt .. 1/4"R A'r.JOlt./'rs:·.yrs:" -', -. SCORE LINES J() BE ;.~ADJ AL> .·. . ·.· . 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS TO CURB AND GUT~.R . . •...... ·• ;:\ •• ~., 'I-•· •. . . tT---"r-,l . . . 1 /2"X4" EXPAN:ifdN flAT!;;RIJ',(. .. 1/4-"R AT JOINTS . . < '/. SCORE LINES CEM. CONC, CURB AND GUTTER a a 1/4"/FT. SLOPE 1/2"R 4• "W" -WIDTH OF SIDEWALK 1/2"X:5" EXFANSION MATERIAL CURB RETURN ONLY PAVEMENT AS.PER PLANS STANDARD CEM. CONC. CURB AND GUTTER SECTION A-A 1/2"R PARKWAY} SJANDARO CEM. CONC} · CIJRB ANO GUTTER SECTION B-B SEE SHEET 2.5 .. 1 FOR ROADWAY DEVELOPMENT STANDARDS GENERAi NOTES: JO,N1S, ·ouMMY JO<NTS SHALL BE PLACED NOT ro EXCEED i5' C/C NOR LESS THAN 10· C/0. THEY $HALL NOT BE LESS lliAN J/16" IN THICKNESS AND SHALL BE EXTENDED 2'. BELOW THE GUTIER LINE. 1/t' THRU JOINTS SHALL BE PLACED AT ALL COLO .Kl!NTS AS D1REC1E0 BY ENGINEER ANO SHALL EXTEND 1" BELOW CONCRETE. Wt{ERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER,. THE JOINT SHALL 8E A COLO JOINT. l/2"X 5" EXPANSION MAlERIAL SHALL BE PLAC(O FROM P.C.'S .TO P. T.'S AT ALL CURB RETURNS. 1/2"X4" EXPANSION MAlERIAL SHALL BE PLACED ATE~ FOURTH SIDEWALK PANEL THE CONCRElE MIX FOR SIDEWALKS SHALL CONFORM TO THE; REQUIREMENTS Of CLASS .B (J/4") wnH AIR ENTRAINMENT. THE CONCRElE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH. SU8GRADE COMPACTION SHALL BE 90" (MODIFIED PROCTOR). TYPICAL SIDEWALK ADOPTED CITY OF RENTON STANDARD PUNS LST DATE: 04/04 CEDAR RIVER CORPORATE PARK SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. /J· / " CITY OF RENTON, KING COUNTY, WASHINGTON . ~ // _.,,/ .K:HIT l>ID l':l'!1!lH OP.OJL ;::f;MB~T CO'l(ilETr :51[:l:YIAl,K ,. o J.i\.-:rn r r o ,;; u.rm ~·· \\!DE:,. SMOOTH TP.t"/'"Il[D PEJ'!IIIET[R SHEET 1 ·OF 3 ADO F"l' t. :ll r::in 01 W'N i'! :,r~11.!JtD !":ANS L!!I D.1/l'I, o~M ,- ' ii:, \ \ . l...--==------.J....l<DAQ.JT!.!,E~-----Uli.?l:i~,oa.:N!.-____ L!B21Y!J!Pt:.JP:rRl.JDblJ__ _ _:D:...W:.:G:.... ::..N_::A_::M::.:E::.:_:F_:0_:0:_7 ___ ....:___;S::::P_:_P..:.A::G:::E:..: :_:F0::0::7 ______ I]M°!Tf!r::=r====J·rl~EV!~S[!;KlNiff::==--· ---IR.J-..1!:)!;:.c!!:..1,l_ __ r:.:.JW:.:.. :.:.G-;_.:..N.:..."'1::.:.1.::.f::·:...: :...F/J:.:" °':.:il:__ ____ =S:...P__:P'.._:_.11..G.::::::E::.: .:_F::::00::::5::_ ~ TYPICAL SIDEWALK ~ NOT TD SCALE CM/ Engineers Structural Engineers RECOMMENDED FOR APPROVAL THESE DRAWINGS ARE NOT TO BE BY ____ _ USED FOR CONSTRUCTION UNLESS BY ___ _ • ' ' ~ ,- ' . ·,;,;. VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON WITH PUNCH ON CONCRElE POST MONUMENT DO\\N 0.3 FOOT IN A MONUMENT CASE APPROXIMAlELY 6 FEET EAST OF THE CONSTRUClED CENlERUNE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51 '58" WEST , ... . , .,_ . , .. ' . ,, . '\' , I SOMCTRtC VlE'iV ·"' ~:11)!.tm l>~tlT or ~1:£/o~ll( .!!NA? ·.·, . A,!) <;~I!!! ~L•i~N SIDEWALK ~AMP TYP!i -21\ Pt.AN ~. l\~rt ·p1,1r;h;1 ;h~ittr;)iJM. ¥kt+'¢t4t~4 Ptit::l!~fi L~~~ it( otfl:cr ®:.tru::.uoo,, 1r1 :r..-.Kit at T<l'Tltt .c«e1$ --~. 2, !l<lt;,.,i,;.t.fa """'r,,• ,:i~tl•m• roq, :o.: ...-«k<l . .t>~ di')' .m~<XI lh•t:,lll «ht• .. it ... lnlr<:<11.\td "~"'" an:-••• ••4 '¥»<<'1) >il'MU. "It"' ~t•olel.• )JOfOl•f ~<litl<ffl '1<H lhof, h :r,11,.,. n ·=,1i.,n .. ,11, :,1u •. ~"" · e-!+cJ(J} ·.1, ~ l>1ll qu\tcr .tr.,..,. ... I! .tlw e.,w_~~l · l'm!I. , .. ,n ..... ~ ,l•Hl,r', '!'41:i~«rt. S•• !ta. P'1'l'I f-1 t,w ""1> 40U!lii. . t, $4, i;ts1 . .,.., r~1 ,., "'"'"""' fl<tl »"""'111101· ••<l <1o1010. ' ,"i~ Jtanp GlopH: tfM!U '1:9\ b4 lil'tt1J11.'1'" t?iiff 12~t,;1\',,, 0 SIDEWALK RAMP • TYPE 2 NOT TD SCALE fflllf.'/f ,,u,is: RA!.IP lYPES 2A .& 2ll Sli!.L"t 1 or 3 A!lOMED . Ctn' G!'E~ UA."Jlh~l) !",Ji~~ W' OKii;M,~ CALL TWO BUSINESS DA VS BEFORE YOU DIG CHECKED FOR COMPLIANCE TO CITY STANDARDS -----------~DATE-~- ! EXPIRES {;, I 4 I @8 -----------~DATE --- W>dscapoArc/1""",--r--------------,---,--~Sl!!IIIGN~E~D~B~Y~T~H!!!!E!!!!R!!!!E~Vl~EW~l~N~G~A~G~EN~C~Y~~========~~ BY _____ _ ::::=~ t~~~~1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~1t~~~~1~~~~~t~~~~l-,:-::,:.,.~BR~Ht_ ___ j ram AS SHOWN """""' ..., ,.., HORIZONTAL::: tW> 111&1/UMl1 1-800-424-5555 DATE --- •. ~ Diti1EI 12/22/06 TACOMA· SEATTLE 2215 North 30th Slreet. Suite 300, Tacoma. WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 Neighbors 253.383.2422 TEL 206.267.2425 TEL NO. REVISION CTH SDC BY DATE APPR -. ONE INCH CITY OF RENTON Planning/Building/Public Works Dept. CEDAR RIVER CORPORATE PARK. ·-· CONCEPTUAL LIND AVE. IMPROVEMENTS NOTES & DETAILS FID.DBOOK: ~ a: <( a.. . a.. a: 0 () a: w > a: a: <( 0 w () . ; ' ~ -: :·. -, ' . ,,,. ' 3 ' ; ~l\iS :?'QINT O' (":~~flil .~H . . 5 1 2· 1" R Cf!<,!iiSW!ILK :'.I, (SEE 5ID. PI.A'l H-·st, . 2" -PVC @ 40' INTERVALS AND AT All LOW POINTS TO PROVIDE ADEQUATE DRAINAGE THROUGH CURBS OR LANDSCAPE PLANTER ISLANDS. PIPE TO BE BEVELlED TO MATCH FACE OF CURB FINISH GROUND GRADE ---- J ., I ' ., ! , I PAVEMENT 4 ,-''-=IW 111 Ill Ill 111=' 1· _,,,_,,,-111-•· TOP OF CURB--~ AT APPROACH ' ~ I NOTE CONSTRUCTION SHALl CONFORM TO WSDOT SPEC. 8-04.3 VERTICAL CEMENT CONCRETE CURB NOT TD SCALE TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 CEDAR RIVER CORPORATE PARK VERTICAL DATUM INA VD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTION 'MTH PUNCH ON CONCRETE POST MONUMENT DO\\N 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALlEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. SW 1/ 4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. q ti,?!' 'ffll!el!: ,-=-:;.I"" ~ , . i" Ml,.;el #"li :.• ..,,, . ·.r~ ir'R ,._ • + -• . f. '~ -: .," ~ __ _;:) ·, If,., ;ii'. .. ,r<, • I '.\• i. • ';.,.,~ • ~ ~,. t '*''"'' . . • ". ' 1 . • . r· . ' . ' I . • • L . • ' f,. \ !. t1<1· ....• 1 l!IQl.lNl!l\,~t~~J'.~ffi . · tN!'UliR. o•i.tft qpij~l14!it C'f,RB · -·,;,~ ' ·,._" /l CITY OF RENTON, KING COUNTY, WASHINGTON {",,l,lll'l!W.L ~ l!Mi l!J.f,l.(,!i P:l<'J,f'.J. fl¥· c,.i'!;, iE!V'.:ffl,l!I ffl:{ !',?1'»::i ... Joi.st ,.,;>iiJ J..!:...i lel"ll I . i r I\ -~ i.!l'C!lll'I ·,-, . :. ''i,T r ~~,tti;/Hli ! . • , ! l / P .. VP..it','lt,\!- '2 • i_ ,if,.'' --·-·""""'---.... J ·. :,·7 . f' , .. ·~1111am.r.mA:itlll'fUIR ·-·----M:ttll t~'.il\!I~I ~1!111'.:llllt!~,!l!f"''J.. q cel'iliti/ii' ~Cl\!.l'f! l'f'il},l!IU!.IA"* C!ffll!! r. > .. " ' ',>''·•'' : 1 ' i --..,_, ELEVA llON = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVO 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89"51'58" WEST Nt'.'\'t Cl.IRS .&: Cl.17T£A: I -----....... · ---:-·----. ~-- CUltll &: !iU'l'fl::H K>:l'L.\Cti:ttl!~1' JJ!l'l'A!L IJJQP'l'l! l) mY w J!.1.IC'm.'f '1~ fL,r,.W l3't n.m. 'l,f./34 0 CEMENT CONCRETE CURB & GUTTER NOT TD SCALE CM! Engineers Slmc/uraJ Engineers \ RECOMMENDED CALL TWO BUSINESS I EXPIRES 6 I 4 I IZ)/3 CHECKED FOR COMPLIANCE TO CITY STANDARDS FOR APPROVAL THESE DRAWINGS ARE NOT TO BE BY_____ DA vs BEFORE YOU DIG -----------DAJE ---~~.¥,~~= .. ~"'\\':". IJIIAUllla!IZEI) ALTER~llctl Cf >JIV Cf n£ lll'mU,ml OH llfS USED FOR CONSTRUCTION UNLESS BY______ 1 800 424 5555 ""WJ.':l\c.";/1/"lll~°ll'.I:.""· --. ---~---DATE --"''""""°"'"'""'""""' .... ,,.,,. SIGNED BY THE REVIEWING AGENCY BY -------------DATE____ .'l.."".:'J!:;1'llWl!".:':l.'::Ji'!.':'1:"r!.1~ Lands,;;apeArchitects ,---,------------------,---r--~l!l!ll!!!'iii~~~iiiillliliiiilililiiilii~~~iiiliiililil~-~-=-=-=-=-=-=-=-=-=-=-=-::;:-~!!11!11!!11!11!!11!11!!11!11!!11!11!!11!11!!11!11!!11!11!!11!11!!11!11!!11!11!!11!11~!!11!11!!11!11!!11!111.l,:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~~~:::::::::::::::;,~-::mrn:;•:lliOOT::lffl1EH~"':""'1.l::™"~"~""-~U CommunilyP/,m,e":~~~~:~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~:~~~~:~~~~~:~~~~-< =:RH """'AS SHOWN ~~,l,,.,,,., ~~ .. " CEDAR RIVER CORPORATE PARK ,,' ,~ "="'="'=12=/~2_2_/_0_6-i landSU1Yayo1' CTH CITY OF CONCEPTUAL .,,,, ,, AEUlllOOIO .JI. RENTON 1:f,,r{;':;· ., Nei9hbora 253.383.2422 TEL 206.267.2425 TEL SDC -l-----+------------------1----+---+----l NO. REVISION BY DATE APPR """"""' ONE INCH AT FULL SCALE F 1«71' DI£ INCH SCN..E-Y Planning/Building/Public Works Dept. LIND AVE. IMPROVEMENTS NOTES & DETAILS •. , r,·" "')I' Ut-" - DRAWING ND: C6.2 SHEET: OF; 38 38 ,. ~ a: <C a.. ' a.. a: 0 0 a: w > a: a: <C Cl w (.) \ CEDAR RIVER CORPORATE PARK 19.80 TC-21.00 BC-20.50 19.45 20.30 TC-21.00 ·-BC-20.50 20.50 . ' 20.50 ' 1~> ~ w .. '...f--N=C:S,,wrl-~.._A1'95 r '* 19.95 20.50 TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 20.50 21.00 253.383.2422 TEL 206.267.2425 TEL I NO. I ! / / U: 20.50 A, /"'" ·It! 19.35 20.271 I 20.50 1.7% ' .•,,, .. . "" 'j i)' ' 20.50 Ai, /"'" 19.35 20.50 PROPOSED BUILDING 'C' FF • 20,lli REVISION BY Ill Cl') Ill .. Ill N Ill (.) Ill Ill Ill ill Ill Ill Ill I Ill Ill Ill Ill I Ill Ill Ill w w en THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THIE REVIEWING AGENCY 1 "=40' ONE INCH DATE APPR RECOMMENDED FOR APPROVAL \ I ' l \ CALL TWO! BUSINESS DA VS BEFO~E YOU DIG ! 1-800-424-5555 \ CITY OF RENTON Planning/Building/Public Works Dept. VERTICAL DATUM INAVD 88J CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON 1'11TH PUNCH ON CONCRElE POST MONUMENT DO\WJ 0.3 FOOT IN A MONUMENT CASE APPROXIMAlELY 6 FEET EAST OF THE CONSTRUClED CENlERUNE OF EAST VAillY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51 '58' WEST GENERAL NOTES 1. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION, SIZE, AND DEPTH OF EXIST NG UTILITIES PRIOR TO CONSTRUCTION AND ORDERING OF MA lERIALS. NOTIFY ENGINEER IF PROPOSED IMPROVEMENTS CAN NOT BE CONSTRUClED AS SHOWN. 2. SPOT ELEVATIONS ARE AT BASE OF CURB UNLESS OTHERl'11SE NOlED. 3. SPOT ELEVA llONS REPRESENT FlNISH GRADE ELEVATIONS. 4. A COPY OF THE APPROVED STORM WA lER PLANS MUST BE ON THE JOB Sil£ WHENEVER CONSTRUCTION IS IN PROGRESS. 5. BARRIER FREE PARKING SHALL HAVE 2% MAX. SLOPE IN ALL DIRECTIONS. 6. SEE BUILDING PLANS FOR DOWNSPOUT LOCATIONS. CONNECT TO ROOF DRAIN LINE. NO OFFSET ALLOWED. 7. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE WITHIN THE WETLAND AND /OR WETLAND BUFFER AREAS. 8. SEE SHEET C3.2 FOR ADDITIONAL GRADING & DRAINAGE GENERAL N01ES. CHECKED FOR COMPLIANCE TO CITY STANDARDS ~~~~~~~~~~~~~-DATE~~~­ ~~~~~~~~~~~~~-DATE ~~~­ ~~~~~~~~~~~~~-DATE~~~- I EXPIRES """ 12/22/06 DRAWINIJ NO: C2.2 SHEET: . o_ a: 0 0 a: w > -a: a: <C Cl w () 40 I I II Ill GRAPHIC SCALE 0 20 40 -11111111 •• I 1 1 { IN FEET ) 1 inch = 40 " ~-~-. ,\)'> 20.50 fl ~l 3.0% ~;.,-- / )' 20.15 A 20.50 20.50 · V 80 I / --7--- / -;:;·· -~-I A\. A'~ 19.25 \ \ \ \ \ a PROPOSED BUILDINCll 'Ill' "· FF • 20.5 20.50 20.36 20.50 ·~ \L.--r2=0=.5"\0 ,;:, 20.36 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 253.383.2422 TEL 206.267.2425 TEL NO. CEDAR RIVER CORPORATE PARK VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON WITH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. I I I I I I I I I I I I I I I I PROJECT B NCHMARK N: 5076.63 E: 6349.34 ~ ___ _L_--1-__-,. BM /11 TOP OF NW FLANGE BOLll OF FIRE HYDRANT. I ELEV.=21.95 ELEVATION = 18.84 CONVERSION FACTOR FROM NGVD 29 TO NAVD BB IS +3.56' HORIZONTAL DATUM GENERAL NOTES PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58" WEST 1. 2. 3. 4. 5 . 6. 7. 8. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION, SIZE, AND DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND ORDERING OF MATERIALS. NOTIFY ENGINEER IF PROPOSED IMPROVEMENTS CAN NOT BE CONSTRUCTED AS SHOWN. SPOT ELEVATIONS ARE AT BASE OF CURB UNLESS OTHERWISE NOTED. SPOT ELEVATIONS REPRESENT FINISH GRADE ELEVATIONS. A COPY OF THE APPROVED STORMWA TER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. BARRIER FREE PARKING SHALL HAVE 2% MAX. SLOPE IN ALL DIRECTIONS. SEE BUILDING PLANS FOR DOWNSPOUT LOCATIONS. CONNECT TO ROOF DRAIN LINE. NO OFFSET ALLOWED. NO LAND DIS1URBING ACTIVITIES SHALL TAKE PLACE WITHIN THE WETLAND AND/OR WETLAND BUFFER AREAS. SEE SHEET C3.2 FOR ADDITIONAL GRADING & DRAINAGE GENERAL NOTES. KEY NOTES d) PUMP STATION INLET ELEV= 13.00 (i; GRADE CEMENT CONCRETE WALK TO DRAIN AWAY FROM BUILDING, 0.5% MIN. TO 2.0% MAX. (TYPICAL). (jJ CEMENT CONCRETE RAMP, SEE BUILDING PLANS FOR DETAILS. ---~--·---~ - _J,,__ 30' '"I REVISION BY THESE DRAWINGS ARE NOT TO BE _ _ USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY 1 "=40' ONE IMCH Kr FULL SCALE F NaJ' CINE INCH DATE APPR SO"I.£ """""""'' I RECOMMENDED FOR APPROVAL BY~~~~~~~ BY~~~~~~­ BY~~~~~~~ CALL TWO BUSINESS DAYS BEFORE YOU DIG 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. CHECKED FOR COMPLIANCE TO CITY STANDARDS ~-----------~DATE~~- ~~~~~~~~~~~~~~DATE ~~~- ~~~~~~~~~~~~~~DATE~~~- CEDAR RIVER CORPORATE PARK CONCEPTUAL GRADING PLAN (EAST} I EXPIRES ... ,., 12/22/06 C2.3 SHEE:n °'' 8 38 sr .. 100 ·39 l .tU i . . ' f '2 -----------------------· ----------t---------------------------------1 :,,38 · ! 21 / . ' ' ::;------------------------· ---------t-----------------------------------1 37 . I · 22 l ' ' ------------------------------------+---------------------------"-----, ! I ! , 36 I 23 1 ~ ·LU ------.------------------------------t· ----------------------~-~---1 ;;;; ~ 35 I I ·-i1z / . 24 J ' 0 , -------------------------· ---------+-------------------------------0-~ -W f . f· 1 134 I -26 J ' . ~ -.· 'l· ~ . ~~---------------------------. ----r--. ----------------------:~----1 --~~-~----~-----------------------+-----·---------------------~~--{ I I .32 1 . 21 : -------------------------------------t · -------------. ------------------1 . ~.31 1 28· I l ~-... ~~~------------------------------..J.---~-------~-------------------~ ~•"'30 . t· I 1 }---· 1 ·8S~4 -u W .29 1 80.IJ .. I , L. :' ., . I ' . .... -i Q CEDAR RIVER CORPORATE PARK SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ~--~~--~----------------... -#'"-----+------------------------. ~~ ~J s r I . 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J 0006 14 :::!l-JIJ''·G IS:O 190. __ J I ' I ' I i j r "' I ii "' ' "'I I ' ' I I I I I i I l '. \ \ I \ I \ I \ I \ \ \ I \ I \ I _...J!.D..:!.3 _____ _ ~ --~~i',,~w .... ~ i;;;;...;;......t,,r,-;._--------------..,..-------:i;...---------.... -----------..J ,, 3023059066 1.91 4C 9083 . 20 g u,u, ,n· ---.. ----:-------·~-~---. ..,.----- '· 3023059083. P-9 CHAIIHEl ES\IT. REC. HO 6708210498 • •O l ! I I ~ ~' I ii 6800 Sf 91)1 CMI Engineers st,q~ral Engineers · tands,;aps An:hilecls Community Planners Land Surveyors Neighbors ··m . • TACOMA SEATTLE 2215 North 301h Stree~ Suite 300, Tacoma, WA 98403 253.363.2422 TEL . 1200 Sbdh Avenue, Suite 1620, Seattle, WA 98101 208.267.2425 TEL Project Title: Cedar River Corporate Park Tarragon • Cedar River Corp. Park L.L.C. Job No. 1000 2nd Ave. Suite 3200 Seattle, WA. 98104 Murphy McCullough 206-233-9600 206200.00 Issue Set & Date, Issued For Site Plan Review 12/15/06 I EXPIRES 614/l?)B REUSE OF DOCUMENlS THl!l llOCVIIENI IIAS BEDI SIGN(]) EIICffi01IJC,UJ.Y Ill ACCO!lll.'JlC:C \\!lit WAC tOO•Zl-D70 o\l,'O CIIAPIOl 18.l4 RCW, IJIWJlllCIIIZEO o\l.lERATIOII Cf' AH'f Cf JI-£ IHFOOU.TIOO 00 llliS lll.lWlmll \lllL lll'/MWAT!'. W: ooctMNT, IIY C£Rr.f!CATIOO ml SIQIAlURE. THE IDEAS 00 OESCHS INCOR!'OAA lED ~. AS m l»SIRUIIOIT Cf PRLlfB'ilOOAL SffMCf, l5 lH£ PRIHRTY Cf AliUL NII> IS HIJJ 10 Of usm, 11-1 Mm 00 Ill PART, fOO A.'ff Ol!IDI ffio.(CT W.lliOOT MjJIDl AUIHWZATION Cf AlifL & __________ _ & _________ _ Revisions: Sheet Title, Neighborhood Detail Map Designed by: JKC Sheet No. Drawn by: RNS Checked by, PBM N.D.M. of Sheets FOUND MONUMENT IN CASE I; ;· I I ' I; 11 ) I; I; I; I; I; ,, ,. .. , ,, ,. ~ .. ~! <O PROPOSED LANDSCAPE AREAS, TYPICAL SW 1/4, ·;-':---.? -r_-- CEDAR R,IVER CORPORATE PARK SECTION 19, fowNSHIP 23 NORTH, RANGE 5 EAST, CITY OF RE~TON, KING COUNTY, WASHINGTON VI.M. .· 1· ~ TRUCK LOADING AREA, ALL GROUND LEVEL. NO DOCKS~ TRASH / REC-YLING j ENCLOSURE AREA UTILITY EASEMENT PER RECORDING NUMBER 8603270854 GRAPHIC SCALE WE ARE SHOWING AN 18 FOOT DEEP STALL WITH A 2 FOOT OVERHANG EVERYWHERE TO SIDEWALKS HAVE BEEN DESIGNED TO MEET -~~ 1 AND EXCEED ADA MINIMUM GUIDELINES IN WETLA D 'A" . 100 200 1'--___ I / ..----i ACHIEVE A 20 FOOT DEPTH. ALL ~1 50 ~: _._::! _Fl' 5 1 1 ° ADDITION TO THE 2 FOOT OVERHANG. ~ ~~-~-==-~-;;-i· :;i-~· ~-~==:=:::=:::::1.:J· ~ · · (CA TEG RY 2) _! IN J::EET ) ; -:-•• ----:--.: • -;-~ --i,.,,-'....-• _____.. .. • ~ • .. • I· .. s .. ... .. " • • • .. .. .. .. • .. • • • .... ,,_ • 1.1.lWh = 50 ft. • ·-~-~--=-. ..:...,.:...:....._ -·-·-·-~-~ -~ --·-·- b SOUTH EDGE OF / -. ----+--. _/ g WETLAND "A"_/ -----------! - .-. "HANDICAPPED PARKING~ 'v ·o- "SHURGARD STORAGE" SIGN TOP OF SIGN 47.4± II II II " z g s a, 0 5 u EXTRUDED CURB, TYPICAL WETLAND "B" !CATEGORY 3) EXISTING LANDSCAPE AREAS, TYPICAL II ii 6' CLF PROJECT DATA BUILDING AREAS BLDG A -35,047 S.F. BLDG B -29,940 S.F. BLDG C -33,740 S.F. BLDG D -44,580 S.F. TOTAL -143,307 S.F. LOT COVERAGE 143,307 /541, 725=26.45% BLDG COVERAGE TYPE OF CONSTRUCTION -V-B f:..i\.6klN°G ANALYSIS . WE ~NTICIPA TE THAT THESE SPECULATIVE BUILDINGS WILL VARY OVER TIME BETY/EEN THE RELATIONSHIP OF OFFICE TO WAREHOUSE USE. INITIALLY WE PREDICT THAT THE RA TIO COULD BE AROUND 50% OFFICE TO 50% WAREHOUSE. ' ' BECAUSE WE HA VE DESIGNED THE BUILDINGS AND SITE TO BE PEDESTRIAN FRIENDLY, WE HAVE CREATED AN OPPORTUNITY FOR AN INCREASE IN . OFFICE USE. THE SI TE ALLOWS FOR THE BUILDINGS TO BE CONNECTED ~TH LARGER THAN REQUIRED SIDEWALKS. THE BUILDINGS HAVE ADDITIONAL STOREFRONT GLAZING TO ALLOW FOR THIS OFFICE USE WE ESTIMATE THAT THERE COULD BE APPROXIMATELY 75% OFFICE AS A RESULT OF THESE DESIGN ELEMEMTS. TOTAL BLDG 143,307 S.F. 75% OFFICE 107,480/1000=107.48 -x3=323 MIN, X4.5=484 MAX STALLS 25% WAREHOUSE 35,827 /1,500=24 MIN STALLS TOTAL STALLS -MIN=347, MAX=508, PR0"1DED=408 ADA STALLS=9 WETLAND AND BUFFER AREAS: II II II II II I I 25' BUFFER WETLAND "B" -A PORTION OF WHICH IS ON OUR PROPERTY -26 714 SF (0.61 ACRE) ' .. ---- CONCRET SIDEWALK AND PARKING AREAS TYPICAL ' WETLAND "8" 25 FOOT BUFFER -A PORTION OF WHICH IS ON OUR PROPERTY -36,093 S.F. (0.83 ACRE) WETLAND "A" 50 FOOT BUFFER -A PORTION OF WHICH IS ON OUR PROPERTY -15,476 S.F. (0,35 ACRE). NO PART OF WETLAND "A" IS ON OUR PROPERTY. ASPHALT PAVEMENT, ''l'YPICAL SPRING BROOK CREEK ~ 100' SETBACK FROM / _ ... HI-WA"fER MARK ' ·---· -··-··-·· NORTH HALF S. W. 23RD ST. VACATED PER ORDINANCE NUMBER 3978 END OF HIGH WATER MARK AND SETBACK FOR SPRING BROOK CREEK, TERMINAL END OF S fREAM DUE TO TOPOGRAPHY. -·--------------·---------------"··-------··----------· -----· ·---' -------·--·-·· ----------------------- -·----- F I Civil Engineers Structural Engineers Landscape Atchilecls eommunity Planners Land Surveyors Neighbors TACOMA SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206267.2425 TEL Project Title: Cedar River Corporate Park Tarragon • Cedar River Corp. Park L.L.C. Job No. 1000 2nd Ave. Suite 3200 Seattle, WA. 98104 Murphy McCullough 206-233-9600 206200.00 Issue Set & Date: Issued For Site Plan Review 12/15/06 I EXPIRES b/4!@8 REUSI' OF DOCUMENlS ]HIS tlOCIJij[l,/11111$ BEE.II siruro [lfClROlllCAUY I~ ACCCf;OANCE 11\lH WAC 186-2J-07D AND CHAPlDl 19.Ji RCW. u~~UltiOOIZED AUUMTIOI! Cf IJIYCf mE liJfUR!.!ATION ON lttS !lOCUlilEIH \\Ill ~~AlJOAI~ TI!E DOOJ~fMT, lilY URllflCAllOO AND S!Q.IA1URE. rnE l[OS ANO omGNs !NCORl'OOATED 11£REIII, AS AA l~S!RU~EHT Cf PRCflSSICWAl su:w;{, IS lll( PROl'ffiIY Cf Allllt. AND IS NOT ro BE USlD, I~ ll'tl()I£ U1 IN PART, FOO ANY OlHER ?RMCT '!11~!001 WR!TTOI AIJlllffillAIION or AHBL & __________ _ ,& _____ __..:. ___ _ Revisions: Sheet Title, Designed by: JKC Sheet No. Site Plan Drawn by: ANS Checked by, PBM ~ W'-ie,11 ne,1.e,11 31<, -------,-------l-----'"'----'<--------------+--------,~-------------'------------------'-"'-"''-"'-------:----------'--------------,~---+-----------~~-1--------~:-c--------;, ;l':)'-3%" 40'-'1)" 5'1J'·'1l" 4':l'-6%" +-4':l'-6%" 5'1J'-'1)" 4'1!'·'1!" 3':l'-3%" ~¥-------'-=--------.l'--------=-=---~--.1~-~f----=---=-------..1<---------'-:e.__----~ ·-----~-----~r-------~~-----i----,r---------------.~-----~----~w ~ I ~ ~I I IL EXT FACE OF WALL 81 I IE ---r;:-----------I . ----------:,i-- , I I I I l I I I I I I ~ I I I ~ ' I i I i I '·©" "!,==-,o-=-n=;==l--------+--------1 --"=II IJ==l-------------+----------'-l'=;:=n I --------------------·rr=:r,-s:-------======i-s,;-----------=,i;====I I I I -'1.-~;--------1 I I I I I ---------------r---- EXT FACE OF WALL ' ' ', ~----~~----<$, "e,,. 2&'-11%" 2&'-'1!' I I I I I I I I I I I I I I I I --------------------------------- 1 1 ; I I I I I I I I I I I I = I ' 2&1' -ll?(e," FLOOR FLAN eu r LD INC::!: A PROPOSED FINJ5H :?{ ;i GRADE TO MATCl-l it f EXl5 TING ELEVATION ~ ;ss NORT+-1- l/10" EAST 1/10" = I' -i:2)11 l/10" = ELEVATfON ELEVATION -----·--···--· ~~ -__ " ... ___ --~-- :, ... 5flOE60X LIGHTING, TYPICAL PAINTED CONCRETE TILT ·UP PANEL, TYPICAL REVEAL, TYPICAL ~ EXTl:R/OR FACE OF WALL w~-REYEAL FINISH FLOOR SEC::TfON A l/10" = I I I I I I I I -------------- 1 -----r I I I I I I 2D 1 -,V' I ' ----- 2ei1.e;i11 TINTED GLAZING AT 5TOREFRONT AND WINDOWS, T't'PICAL SOUT+-1- 1/16" = 1'-0" SECTIONAL METAL ROLL UP DOOR, TYPICAL I I I I I I / / , , -~-~~-'-----~-+---------+-----.... • _,ID 1J '-...;._,.~;:,~ ~,"'"';. 25'-11%" ELEVATfON --------~--·---- 1,.,nru CfllJIHt1tll:::O Structural Enginoors Landscape Architects Community Planners Land Surveyors Neighbots TACOMA SEATTLE 2215 North 30th Stree~ Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, SeaWe, WA 98101 206.267.2425 TEL \ ProjecC Title: \ Cedar River Corporate Park Tarragon • Cedar River Corp. Park L.L.C. Job No. 1000 2nd Ave. Suite 3200 Seattle, WA. 98104 Murphy McCullough 206-233-9600 206200.00 Issue Set & Date: Issued For Site Plan Review 12/15/06 I EXPIRES h/4/@8 REUSE OF DOCUMENlS lHIS oocuuon HAS 811» SIC'.'(O mcmONJCALl'I Ill ACCOROmt'( 'illH WAC l9S-2r070 I.ml CIW'l£R 19.J.1 RCW, YN.WlHOOIZID ALTERAnoo (f ~y Cf TiiE l!ffOlill,\,1100 W llllS COCUIIENT ll'il lNVMIOATE lHf DOCU~DH, II'( Cffillflf.ltTIOO ~O Sl~AruRE. lHE lllUS AAO DESlt;NS IIIOOlf'Of!AlID !IEllflN, AS ,I.~ INSIRIJWrnr Ct l'mflSSlOOAL S0!',1(i, IS TIU: PRWffilY Cf AIIBL ANO IS NDl TO ~E USUI, Ill MIOlC OR IN PART. fill MIY OIIJER Rlt).lef WllllOOT l!RITIEN AUll!CllllAllOH CF A!lll. & ________ _ ~----------- Revisions: Sheet Title: Building A Plan 8. Elevations Designed by: Drawn by: Checked by: JKC RNS PBM Sheet No. 81A of Sheets ~ q2 er Cf? 317'-IZI " cp <r ~ 31 1-011 ' l 501-0" r 501-0• r se·-0 11 r St2J'-et1 r !;C?,1-011 r 31'-~II • I I I I I I I I I I I I I I I -------= -----(1 (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 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 I I I I I I I I I ------,-----------1---_ -_ -------i----------r----------r---_------r- 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 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 I I I I I I I. I I I I n .. -· I ----------------= -------,.---- =-----u-----= =-ic =-----v.-----= =-----v.-----= =-----J.L -----= <:;l • " FLOOR FLAN BUILDING 6 I/lb" PROPOSED FINISl-l C.RAPE TO MATCH EXISTING ELEVATION / ' NORTH I/lb" ' EAST I/lb" ' 60UT+-4 I/lb" ' ELEVAT I C>N ELEVATION ELEVATION SHOEBOX LIGHTINC:,, TYPICAL PAINTED CONCRETE TILT -UP PANEL, TYPICAL REVEAL, TYPICAL f""'r--EXTERIOR FACE OF WALL w--REVEAL ~-PARAPET BEYOND PARAPET MECHANICAL UNIT ROOF STRUCTURE CONCRETE TILT ·UP PANEL FINISI-I FLOOR SECTION A I/lb" ' SECTIONAL METAL ROLL UP POOR, TYPICAL ~--~FARAPET WALL TO CONCEAL MECHANICAL UNITS, TYPICAL TINTED C.LAZINC. AT STOREFRONT AND WINDOWS, TYPICAL WEST ELEVATION I/lb " ' ~ f I I = I I I I I I I I I n uv,1 cn91nBef5 Struclural Enginsets Landscape An:h- Communtiy Planners Land Surveyors Neighbots TACOMA · SEATTLE 2215 North 30th Street sune 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, SeaWe, WA 98101 206.267.2425 TEL P roject Titl e: Cedar River Corporate Park Tarragon • Cedar River . Job No. Corp. Park L.L.C. 1000 2nd Ave, Suite 3200 Seattle, WA. 98104 Murphy McCullough 206-233-9600 206200.00 Iss ue Set & Date , Issued For Site Plan Review 12/15/06 ! EXPIRES 6 / 4 I ?)8 REUSE OF DOCUMENTS lWS ooct/llDIT WS SIDI. SICHE11 filCJROIICAl.l.Y ti ACCORD/,llct M.lll WAC 196~:ll-070 Allll CWJ'IOI 19..~ RC\11. u1t1.urncmzro .1.1.lffiA!!Cij ~ oo ~ 111£ ~Foo:1m10U ON THS t,OOIIJ[NJ Wll. lWJil!AlI Ill[ OOOJIIO.T, II Y CERm::AIICff 00 SIOOlUU, 1K ~ Al.'D DlSGfi IIICal?®.IlD HOi CH, ,s AN tlSTRUllEJII (f' PRCfE5,,KtW. SER\1ct, IS IH E PRCi'Dlft C£ AlWl AllO IS ~OT 10 BE LlS[[I, Ill lUIOI! M Ill Pi\llT, fCff AIIY OTIIEll l'llo.lC I Yl'IJUOIJl I\Rlffil,' /dJIIC81ZAOOO ~ AH!L & __________ _ &---~----- Revisions: Sheet litle, Building B Plan &. Elevations Design ed by: JKC Sheet No. Dr awn by : RNS 818 Che c ked by , PBM of Sheets . ., -, :: ·, --------·---------------. ----------·-·· -------·--··---·-----·· ----------··------------···-----·----·-·-----------------------····--·--·--·----o'i:.c"---- , ~) ----,-....,..~---:-::-.--1rf'-~: ·· . : ,_' ~ .-\t t~" . ·-------·----·-----------.---·. ··: .. ···,·. ' ·"' . ··-' ---.. -. -........ _-----------.-······---------·-·:·----------.. -····--·---------· ---------···~--· _ .. -----~---------- --p========ir=~----------= 7T'=if=============n==r----------7T'=;i=============:c=1r=r----------rp=;i============:c=rr==-----------7T'=;i,=============.==r----------7T'=iF=============n==r----------7T'=;i:===============n--,.. 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 I I I I I I I I I I I I I I I I I I I I I I I ____ ,,_____ . ~---------+---------~---------f-----------+---------~----------+- I I I I I _l:: ___ _ l ' 1 I I I I I I I -----r=::,=:::, ----- I I I I I I I I --~,-4-<==il~~--.--f'~~-U==-c-i:::=i -----, "' 2&'-ei" FLOOR PLAN BUILD ING: PROPOSED FINISl-l GRADE TO MATCl-l EXISTING ELEVATION I/lb" = 60UTH I/lb" = 1• .e;i11 WE6T I/lb" = 11-0 11 NORTH I/lb" = ELEVATION ELEVATION ELEVATION 1 I I I I I I I I I I I I I I I = c:. SI-IOE60X LIGl-lTING, TYPICAL PAINTED CONCFIETE TILT-UP P.<lNEL, TYPICAL FIEVEAL TYPICAL f"'r-EXTERIOR FACE OF WALL ' w-FIEVEAL PARAPET ElEYOND PARAPET MECHANICAL UNIT ROOF 5 TF<IJCTURE CONCRETE TILT -UP PANEL FINISf.l FLOOR ,--===='"= 6 E C:. T f c::::::>N 111€>" : SECTIONAL METAL ROLL UP DOOR, TYPICAL A ·--------··-···------·--·---··--·····-~----------·---·----~-------- ' I I I I I I I I I I I I I I I r=:r:::, ----- I I I I I I I I = I I I I I --__ ::J ----,. ,------r-PARAPET WALL TO CONCEAL TINTED GLAZING AT STOREFRONT AND WINDOWS, TYPICAL EA6T 1/1€>" = MECl-lANICAL UNITS, TYPICAL ELEVATION . ·-~-.. ~ ..•. ,• .• ' ' c, > StrucfUral Enginsers Landscape Architacls Community PlannBtS Land Survayora Neighbols TACOMA · SEATTLE 2215 North 30th Slree~ Suite 300, Tacoma, WA98403 253.383.2422 lEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206267.2425 TEL Project Title: Cedar River Corporate Park Tarragon • Cedar River Corp. Park L.L.C. Job No. 1000 2nd Ave. Suite 3200 Seattle, WA. 98104 Murphy McCullough 206-233-9600 206200.00 Issue Set & Dale: Issued For Site Plan Review 12/15/06 I EXPIRES G / 4 I !?)8 & __________ _ &, __________ _ Revisions: Sheet Title: Building C Plan 8. Elevations Designed by: Drawn by~ Checked by: JKC RNS PBM Sheet No. B1C of Sheets I I I I --rr= ___ aeal__ ~=~~------=~==c:j::=1 ==ii I I : I I I I I I I .I I I I I I I I I lU I I =P='=1 =~ ........ ------~=~_,,J_J._= ___ :,i I I I : I I I I I I I I I I I ij I I I I I -------,,---------------__._ ---====,;=-,cs------------================ci;=rrs; I 1-t--'!~---f --------,-----------------no=========i=========i;=------------n,=,,===="'-----__._ ------- ~ ' IB I I I I I I I I I I ~ I I "Jo I ' I ;,-I ... I I I I I I I I I I I I I -------------- ! ------r-------- I I I I ~ I I I I I I I I I .,..__ -_a::: ___ _ l 1 I I I I I I -----c::::,-:, I I I I I I --~+c=l~-~"""1---F~---i ' "' l 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 I .----r---- , ----------------- 1 ------------- 1 I I I I I I I I I I . I I I I I I I = ~---------r::::x=:, l ' l l '< 6UILD1NG D I/I,&" ffiOFOSED FINISK GRADE TO MATCH EXISTING ELEVATION .. EAST ,,;;:J/I,&" . ??!i~ I'-~" ,, '~t "-- SOUTH I/I,&" = WEST l/10" = ELE'v.ATION ELE'v.ATION ELE'v.ATION FAINTED CONCRETE TILT-UF FANE:L, TrFICAL Fsl:Yl:AL, TrPICAL f"'r,-EXTERIOR FACE OF WALL w-REYEAL PARAPET 6EYOND PARAPET MECHANICAL UNIT ROOF STRUCTURE CONCl'<ETE: TILT -UP PANEL '=fl=''=====FINIS.t FLOOR SEC::.T I ON ' I/I,&" SECTIONAL METAL ROLL UP DOOi'<, TYPICAL TINTED GLAZING AT STOREFRONT AND WINDOWS, TYPICAL I I I I I I I I I I ----------------- / I I I I I I I I I I I I I ----r---- • I I I I I l ' l , ELE'v.ATION I/I,&" = 1· ... 0 11 / I I I I I I I I ------.,.- / I I I I I I c=::r:::::::, ---- I I I ij I I I I I I I I I ____ ::Jj !/•·'·.,-.,, ... I I'-.-·,,~}j2\ "'-,1· .;?' l ' Structural Engln .. rs Landscap8 Architects COmmvnity PlannOI'$ Land Su,vayors Neighbors TAC O MA · S E .A TT L E 2215 North 30Ul Stree~ Suits 300, Tacoma, WA 98403 253.383,2422 TEL 1200 Sixth Avenue, Sutte 1620, Seattle, WA 98101 206.267.2425 m Prolect Tille: Cedar River Corporate Park Tarragon • Cedar River Corp. Park L.L.C. Job No. 1000 2nd Ave. Suite 3200 Seattle, WA. 98104 Murphy McCullough 206-233-9600 206200.00 Issue Set & Date: Issued For Site Plan Review 12/15/06 ! 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