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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
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REUSE OF DOCUMENTS
ALL NATMAL HERE@!': CONSTINTES TK
ORIGINAL' A D UNPUM&I0. IiF1K: OF 7K
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iDRAWN.BY: CN
'CHECKED BY: MDB
REVISIONS:
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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
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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
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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
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