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HomeMy WebLinkAboutzT-3025Seto _m O � N H � s N X it W OJINM Z�QN �tn3�N gin zrz ID D Pk Op 3 E- W 0- c I m a o II fill i I a' a' a N,N m ' RENTON WINDERMERE OFFICE BUILDING STREET LIGHTS CONNECT NEW CIRCUIT POLE #2063H TO EXISTING CIRCUIT POLE #2059H t-TYP. CONC. PAD 1 1/2" PVC (SCHED. 40) CONDUIT, (2) #8 CU. & (1) #8 GREEN 120' SIDE WALK CITY OF RENTON CURB 34• STANDARD JUNCTION BOX c " (TYP. DESIGN "B ") F _= WINDERMERE OFFICE BUILDING STREET LIGHT SCALE: 1" = 20' -0" CONSTRUCTION NOTES O SEE ATTACHED -STREET LIGHTING DETAILS" DRAWINGS FOR MORE INFORMATION & TO MEET THE REQUIRMENTS OF CITY OF RENTON - STREET & UTILITY STANDARDS. O INSTALL THE NEW POLE WITH THE SAME DIMENSIONS TO THE SIDE WALK CURB AS EXISTING POLE 2059H & TO MEET THE REQUIRMENTS OF CITY OF RENTON - STREET & UTILITY STANDARDS_ POLE POLE LAMP MOUNTING AN MAST FDaURE NUMBER 1D. NO. WATTAGE HEIGFIT DIMENSIONS DETAIL GE M400A [11 2063H 40OW 35' 8' #MDCL4OSOM2FMC32 MEDIUM CUTOFF TYPE 3 DIS_ FIAT GLASS LENS jr-.302501 o = N IF ci o � N ~ W � _ 5 TO) 'aLL U& c %I NTn- i V) V K IIamms 7iT </04 I REUSE OF DOCUMENTS ALL NATMAL HERE@!': CONSTINTES TK ORIGINAL' A D UNPUM&I0. IiF1K: OF 7K ENI AND MAY NOT BE USED. KFUCATB OROF E ! ONR 7CP Q ( N-1EN BY KE. DI II W- ALL i IXIS FEMKI W. iOldLi' w C� - Z o Q Z 0 WWI z u- - LLj LL. CC O iDRAWN.BY: CN 'CHECKED BY: MDB REVISIONS: Z O I N CHECKED FOR ICaMPLIANCE DRAWING No. 1 of , TO CITY SSTXNA4RDS EiDategNmr OZ Date i � II DATE: NOV 01, 2002 p 1 - r-g10• Oft - -002r Date ' PROJECT No. 202 -142 SCANNEDMAR 2 8 200 i PR ai II� - z 6 n n ' O N e h 0 F V¢ K b' a°D d m GHIC SCAM WATER RENTON WINDERMERE QEVELOPMENT, LLC PROFILE Abbey Road Group LLC M WATER ,• _ 10' n +o o s w m �• VERT. 1 ' = 5 o SE 1/4 OF THE SE 1/4 OF SEC. 09 TWP. 23 N., RGE. 5 E., W.M. 390 N ,,, j N Land Development Company 3 ! T� TI'T ty T .TIT ( IN Isar : PERIMETER LANDSCAPING. �I� � � � � Y � � 1001 SHAW ROAD, PUYALLUP, WA 483:2 1i lnen - >:o n. I sEE tANDSCAPINO. PLAN. I 71 Ali I'I I I. I ''' P. O- BOX 207, Puy.". Wa 98371 21 MAXIMUM SLOPE (TYP) m µ ( ) 35- ( ) 31 w ; :° 17 ' , ,� _ _ I i i �Im_ �I� _ �'. 253 4 3699 Fax 253 446- 59 _1 c w J vi o I M�- - - - - - ,- -- _ -. � � - - -- w vW t rn n f 11 I J \ I MAINTAIN A MIN - ALL LOCATIONS OF ' cows i FNSTw CONTRACTOR YQtlF il 3.5ca a G GRADE MMAIN AE APPROATE. T E LL TO CONSTRUG HORZONTAILY N W TERMAN xRUDEO alRS C) Z n o I SEE DETAIL. Z o Q I 1 LOCATE AND CONNECT TO AbbcyRow- Ili 3 � N 30, ;l .I d R I i DO TI"ST Wu To yn alb (�) ® DOSTING larr L. WAATER r� s4F 6' cLSZ Dl I ADDInaNAL ununES oiER 7HnN THOSE N N a +� { "'•f I I FINISH GRADE 1 -lrxo" TAPPING SLEEVE EXISTING GRADE SHOWN MAY FIOST. CONTRACTOR SHALL CALL n to U-) l 1 INSTALL TRAFFIC BEARING I FOR UTILITY LOCATE PRIOR TO CONSTRUCTION. w w v x Vf+ I I �. I RIM IF NECESSARY (TYP). 1 -1T' GATE VALVE n a- .,.. ;. I I i DOSN CONNECT S A. QI010 i W ASPHALT CONCRETE PAVEMENT LLJ _j U �1 Cry 1 } 3tt.0 t 1 SEE DETAIL - J !" I �i E- 3BI66- tat.a-4 (.0 wa s , (TYP) r C d • „ , C It I W ~ ' ; +, I �386.so o+oo as [0+20 0+40 CIVIL Migair �AH9 S SIN MAW C) , j 3 ( II �1ti1S GEMENT LONCRETE Y.YD DW.N Fp bc"z -2954 --6 1 SIDEWALK 5308 12th St E Suite.'�.B: Faz:.(253)•922-195k- W O I' { I q L , �, Y to ?a1..3o Fife,. WA 98424- cetexvieeBOq�estnet i I I I 11 f 1 SEE TxTA1 (4 w� s) :- I : a z �; , { 1 I i CEMENT CONCRETE ) t ! (TYPE ti O > �I )� • I� i 1 I CEMENTG0Pi WHEEL STOP ~ i ,e. I 1- '�3,z i I DED CURB DETAILe Z W 1 (iYP 5 nrlc Bu 71 I Q s$ cr- CEM i �t „T {:h ENr coFlaREiE NRIEfI(AL (� - - ° I f I k PROPOSED EXTERIOR AWA LIGHT. SIDEWALK AND CURB I J i 7. I!'I,. lE W1H ELECTRICAL ! SEE DETAI( 4, l�►S•: a�tu.'� D to I S1, vL�tt i; i 3865 I I x x 5 lYP a _t i °' CON7tt�CTOR PRIOR TO ", 115 3N* ) , e 387-50 d r! a y a O - 3 I (� 'll3 6.78 a - I x r i - 4Aa>P. as�.l.a Danes x/27/02 ' 4O a e I I A.M I I i im 1 386.6 I ° f .e• 3as.a� (:v" pvo .Cal 387.1 y W u { CEMENT CONCREiE � ( Y ! b" I SIDEWALK i a ier..m I ,n U = I i W ' F+ /386.55 'r e a 3as -ie (.4• evc s% :. c) I- rn v DISABLED PARKING STALLS 386.05 HANDICAP SIGN' WSTAiL YARD DRAW I % f I > I I ro POURED I IN PLACE CDFHT PER DETAIL N�7RENf2i RESTORATION SHALL BE PER lE CI1RfEF(i 80 r7 tj ° _ o1w.oA..aq ...e,� y CITY of RENiaN.TRENCH RESTORATION AND sn2EEr M CONCRETE CURBING SEE DETAi °a ADJUST RW TO MATCH n SEE DETAIL ! ° � � .. - .. - - .. - - . C5 °° SEE OETAI I - - ri OVERLAY REQUIREMENT& 1 +. () I I I -. ,c CONCRETE WHEEL ° 387:15. (TYP) 387 f cn 2. SEE SEPARATE PLAN BY BOONE ELECTRIC FOR o i i 1 L \ RAMP - - - - INSTALL YARD DRAW IF NECESSARY. ° CL ( ; '.- - -- - - ` SHE (XTAd 11 I F o I STREET LIGHT DESIGN AND LOCATION. d ADJUST RIM TO MATCH FN ISH (MADE PERIMETER LANDSC11PWG { ae CONNECT TO ROu DRAW SYSTEM I I 2:1 LANDSCAPING'PLAN. 21 YA)OYUY SLOPE (?iP) 386.30 CONNECT YARD DRAM TG �� $` I f =i 365. 4 �8 ROOF DRAM SYSTEM (TYP) RN-38&3(F 31110.61 +s_l,ve - - - --�- --- 3 50 3870. Q ..TYPE 1 __--_�{-- 386. 387.76 Y - - - � - 387.4 a_ -. `EZSTWG MORITTDRwG WELL - f -- -386: ° -° PROPOSED UILDWG -- - - - - - - - -- - - - - - - - - - 7 385.70 387.76 p ADJM RIM TO MATCH 386.35 FFs3V7 0 a 3 - -�- --•.sue {I , GRADE. t--�- -- � ° I < :� I ( 5 FINISH o II .. ry1 r:. I 1 \ _ it III te= 37q_a. (�z "pps •+) I{ Cf1NMQONCRETENTEGRAL 387.35.0 387.15 1 < . ` w �1I I I O .- - -�- - - a- -_. - .- _. -- IXISTNGUTILIIILYAUL7.. __- --- - - - - -.. __ -- - - - - m z <. II PRESERVt AND PROTECT;I I - -.- ADJUST RIM TO MATCH - cJOSEING UIN TiY' PO(E i l - - AND GUY HIRE iI I � I 1. - I WSTALL 2 - 6" RL�ERS : FlNISH GRADE I NE 4TH STREET s n TYPE 2 VM 1 uNKLd(iwl CONTRACTOR SHALL GRADE TO PROVIDE POSITIVE TREAD DRAINAGE OUT AND AWAY FROM BIALDNG I r s z z I' .t: - • ' :.. AND -WATER SEPARATOR I fd.. f��387.1t FOOTING DRAINS -- INSTALL X71!' CONTRACTOR SMALL POTHOLE AND LOCATE- DRAW SYSTEM NECESSARY 10 PROVIDE' P I �� WA MAINIS'�1ND TO SECTL(IN(:ORNEP. ATIWTFRSECTNIN. CONNECT 4LF It STOW ?; saa Y j CB14 I 1. PROPOSED TER DIISIING " w i -� 1' LOCATION - 3' 2e�` aa}- - -1 -. - -- -- _ -- \ / / CB TYPE t I T'N01AfJE0 P�1TNG � TALI SMALL RETAINING WALL MAY BE I I LIE OF E, 4TH STREET AND UNION AVE E WHERE IT CROSSES THE SECTION: s � - NECESSARY'TO ENSURE PROPER - gg OOSTNG CB I NECESSARY j{� iieLF 6' SO 0 415X -D - - SMALLER '40RDNATE,*1PLDIN3l - - TIES ro.w� uu. con. -emu - - - - SECTION TE TO PROPOSW wATER'�MAE I E I TO MAKE CONNECTION. D I D 3G5.75 W D LID , My,o.. -.ag a - e.r • DE mho � 4� r+ v�fE ' . N - RUC V 1 +. I D- -� a 1uw38a§a 36s -s� ---r FIELD "W DURING OONSTRUC1WLl -v I �._ _- .PROPOSED SIGN. INTO BUILDING. ..." CONTRACTOR SHALL COORDINATE - -�) - - - - - - a , ( . CEMENT CONCRETE 385.65 SIGN 36 .35 Le -- - - - �. �� -PRIOR TO CONSTRUCTION. NOT - 4IF 12" SD - - -- - -, -_ _ THI R W PERMIT - - - - - - - _ - - - - - 387.1 385.15 T 387.15 0 4N:76S 6.s�r, yV -- CEMENT - - DC FH �+ 5 80 SIDEWALK EG 388O9f EG 391.311 I o - - - - - - - X1.01' 56' - L, EG= 385.591- S 05'48" E 220 -05° RFil01a EXLSTWGi�IUEWALK - a 1 -112" WATER SERVICE LINE NOT e n a - T0 NEMFiE$1 x��71f04 z _ > ARPROACM PART PLAN VAL.� - - - a °° m VIDE SMOOTH TRANSI110N AR (E THIS APPItO W 7F a SEPARATE- 234.6 +� 383.77f NE 4TH STREET" -- - - - - - - REPIACE'F7OSTIJG {DRIwYAY 1- B",c6" TEE MJ.FL ,RAK.Rae t 9w��e - - ( ) I I ; ? PROPOSED. FH APPROACH WITH F(EW CURI3.. -' i 2- CONG BLOCKS p.rrars•e•J x REPLACE F::10STWG DRIVEWAY - - - O GUTTER, AND 5 SpEWALiC` 3/4" DOMESTIC WATER METER. CONNECT ONSTE SIDE ALX TO CONTRACTOR SHALL GRADE TO PROVIDE POSITIVE N APPROACH WITH NEW CURB - SEE iETA!L w % 1- PLUG ( ) I I EYJSiiNG OFFSITE SIDEWALK. - - 9_ 1-6" GATE VALVE (FL) PRESSURE REDUCING VALVE DRAINAGE OUT AND AWAY FROM BUDDING ( GUTTER AfID 5 SIDEWALK I NOTE 24 F7. WIDE CEMENT PROVIDE SMOOTH 1RANSInON. (TIP) MAY BE REQUIRED. INSTALL YARD GRAINS NECESSARY TO TO ROOF ! EX 22 -LF 6" D.I. SAWCUT AND REOVE ET(IS71YG i 1- FIRE HYDRANT ASSEMBLY I I E Y AOMORS DRAM SYSTEM AS NECESSARY 10 PROVIDE REMOVE E70S71NG f1PoVEWIIY ACH ASPHALT PAVEMENT, PROVIDE SMOOTH °- I H 1. INSTALL STNS 4 H STREET. TO BOTH EXISTING FIRE 1- IRRIGATION METER W/ BACKROW PROPER DRAINAGE TO NEAREST CONSTRUCTION T. HYDRANTS ON NE 4TH STREET. zo I PER DETAIL C7 I DETAIL®j PROTECTION PER CITY REQUIREMENTS. TRANSI110N AND HOT TAR. SEAL I SAWI2IT AND REMOVE EXISTING PROVIDE SMOOTH �S� 1`�)' SEE DETAI ( PRESSURE REDUCING VALVE MAY BE O I FIRE HYDRANT LOCATION DIAGRAM ASPHALT PAVEMENT, PROVIDE SMOOTH b 5 r i ®" w , - I -- REWIRED. _ - - TRANSITION. AND !Tor TAR SEAL „ 220.05 sas o5'48 E zsd - - - - CHECKED FOR COMPLIANCE S ._ I % , t S -. -__ ,r ----- ,8.08' DOSING S - -. TO CITY STANDARDS O E I13 LOCATE AND CONNECT TO 2 WATERYAIN WITH THE a I LINE AT DOSiwG.wT�IAW �2re`- -' DOt CAP 1845'1 1- 12"x8" TAPPING SLEEVE CALL 48 HOURS a ( 1 -8' GATEIVALYE IF Nor uiILIZED BEFORE YOU DIG f caNNECr A'siA oFao;oD 'w Date, 4-55 1DOSTWGMDEPTH UNKNOWN SOUTH OF SEC71(1N LINE APPROXIMATE LOCATION OF EXiSTOVG ANNED NAR 1 '800 -42, 5151 W __ 12• CI WATERMAIN'(W 238) sC 28.2003 wrR -� -� tr Au e&2 T60- f�oel t'fY - Date 21 ofbQ2' w r1f0- o/•�A31' k SCAWNFr) SFP1.17fU17 C /1. !C�-'.. { -c 2<{✓- �o�fc /45n ..fin /N a Y • III - _- - -. I I I I