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GRAPHIC SCALE
5 10 20
p RENTON WINDERMERE DEVELOPMENT, LLC
WATER PROFILE
HORZ: 1" = 10'
VERT: 1" = 5'
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MAINTAIN A MINIMUM
ALL LOCATIONS OF UTILITIES CROSSING PROPOSED WAR
OF 3.5' OF COVER
EXISTING GRADE
MAIN ARE APPROXIMATE. CONTRACTOR TO VERIFY BOTH
OVER PROPOSED
HORIZONTALLY AND VERTICALLY PRIOR TO CONSTRUCTION.
WATERMAIN
LOCATE AND CONNECT TO--�'
EXISTING 12" C.I. WATERMAIN
WITH THE CITY OF RENTON
1-12"x8" TAPPING SLEEVE
"
., 8" C1.52 D.I.
ADDITIONAL UTILITIES OTHER THAN THOSE
EXISTING GRADE SHOWN MAY EXIST. CONTRACTOR SHALL CALL
FOR UTILITY LOCATE PRIOR TO CONSTRUCTION.
384.76 1 I A rcr�r rr nc aaRR i 1 rr}. 1-8 GATE VALVE
r°H CONNECT AT STA:0+00.00
I I f { r EXISTING DEPTH UNKNOWN
r. I I -TYPE 100
I
385.151
ASPHALT CONCRETE PAVEMENT ( 386.90
384 26 00
r 11 3 g t. 3"l S A SEE DETAIL
CD
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LC7
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•55 I 0+00 0+20 0+40
386..90
384.45 a"
- j
385. 5 384.75 385.55 CEMENT CONCRETE _
Abbey Road Group LLC
Land Development Company
1001 SHAW ROAD, PUYALLUP, WA 98372
P. O. Box 207, Puyallup, Wa 98371
(253) 435-3699, Fax (253) 446-3159
C. F. S. A4V I Vc.
CIVIL ENG/VEER/NG J SURVEYING
I77Raw► - 'M11. to
I { I 4 SIDEWALK 5308 12th St. E. Suite B
C I SEE d1
ETAaIL
C55
Fife, WA 98424
00
11 lJCEENT CONCRETE
00
00
EMAIL
TOP (TYP)I CONCREEXTRUDED CURB c BUILDING, �aXSTI�siI I -4Q -4 Q 38715
-000I jSEE LANDSCAPING PLAN (TYP). ( a
--a da --- -
D3gs.r."tw
d
m
a38387.70 .�g
' nle
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7.1
a -
-
li
385.65
-
v� CEMENT CONCRETE 8YA I �,�atN r
o I _
o a SIDEWALK f P.= .386
.2o I '`
I
IS � 3 >6.5 3 0 (td." P v c, 5
DISABLED PARKING STALLS 386.55 HANDICAP SIGN
POURED IN PLACE CEMENT I 386.05 INSTALL YARD DRAIN.1
CONCRETE CURBING o I I SEE DETAIL as PER DETAIL p TADJUST RIM TO MAT 0�r o� -
SEE DETAIL 6 I II C5 -- - - 4 4 C5 o FINISH \ 4 �,,►��� -x�-
TYP I i I d SEE DETAIL
(TYP) C5 1
i CONCRETE WHEEL 387:5 (TYP) C6 387.15
CHAIR RAMP' 11
i DETAIL - )L/INSTALL YARD DRAIN IF NECESSARY.
PERIMETER LANDSCAPING. I d
ADJUST RIM TO MATCH FINISH GRADE.
SEE LANDSCAPING PLAN. I I - CONNECT YARD DRAIN TO J CONNECT TO ROOF DRAIN SYSTEM.
2:1 MAXIMUM SLOPE TYP 386.3d
(TYP) I 385.8 �8 . ROOF DRAIN SYSTEM (TYP)
I II ff Q 38..4
lo
------
CB 2 - TYPE 1 i 386. 387�0 ,-
385 40 3 50 387.76
XMM== JU 553.151 <-
�
L 0C_KtWn LtD I e d d (� I ---�.--$---3� 0>(12 ac9 ►ems � - - 387.4 a
3s3. 1� I a EXISTING MONITORING WELL. 3 a
d __ _ PIR-O"SEDBUILDNC3 a U
ADJUST RIM TO MATCH385. 0 da .386:35 a 387.76 FF 387/ 80
d 17
d
{ FINISH GRADE. _
6.30- 387 0
Bus: (253) 922-1532
Fax: (253) 922-1954
ceservices@gwest.net
f�
ON
34452
1 S 5
s10NAL
s 10/27/02
o NOTES
00 1. TRENCH RESTORATION SHALL BE PER THE CURRENT
J CITY OF RENTON TRENCH RESTORATION AND STREET
M OVERLAY REQUIREMENTS.
0
2. SEE SEPARATE PLAN BY BOONE ELECTRIC FOR
i STREET LIGHT DESIGIN AND LOCATION.
3-14
tc 3�q.3`r tZ"
387.35 387.15
I j ( p �s ^r) _ i CEMENT CRETE NTEGRAL d � YO383.60 . 5 -- _ EXISTNGTILITY_VAULL 1 !? I
C
PRESERVE AND PROTECT ° ADJUST RIM TO MATCH - - - -
EXISTING UTILITY POLE o d FINISH GRADE. - -
AND GUY WIRE a
INSTALL 2 - 6" RIERS CONTRACTOR SHALL GRADE TO PROVIDE POSITIVE NE 4TH '
® CB TYPE 2 48" WITH 1' TREAD \ U N K N 0 WN
DRAINAGE OUT AND AWAY FROM BUILDING.
I W/ST ARD FRAME AND GRATE 2„ P v I [� I
0
5
I
AND -WATER SEPARATOR
3 8 3 Iq
° d
3 7.1
- - c.
CONNED IrR0 AND
FOOTING DRAINS TO CB
387.1
CONTRACTOR SHALL POTHOLE AND LOCATE
INSTALL YARD DRAINS CONNECTED TO ROOF
DRAIN SYSTEM AS NECESSARY TO PROVIDE
NOTE
CONNECT 4LF 12" STORM
PIPE TO EXISTING CB.
oo
-
IE-3 ., 3 12" ays
- --- - - ---- - -
-\
_
__ - - - - - - - - -
- -- - ,
EXISTING SIDE SEWER. VERIFY EXISTING
"
PROPER DRAINAGE.
1. PROPOSED WATERMAIN IS TIED TO SECTION CORNER AT INTERSECTION
I I
(1 2" Ass s
PIPE SIZE AS 6". NE RVICE SHALL
I
1 OF NE 4TH STREET AND UNION AVE NE WHERE IT CROSSES THE SECTION
� I
ADJUST LOCA110N OF
EXISTING CB IF NECESSARY
I I
TO MAKE CONNECTION. ,
I
10
SEE DET AIL C 3 per•
Y,�� "
x
is 88LF 6 � Q +,,,.5 p
D D
a
d
- �--
385.75
_
CB TYPE 1
I
BE PROVIDED IF EXIS' N RVICE IS
c►'"�'�CD� C00RDN-ATE PLUMBING-_
CONTRACTOR ON EXTENDI SIDE SEWER
SMALL RETAINING WALL MAY BE
s me-rE.e NECESSARY TO ENSURE PROPER
`%k DRAINAGE AWAY FROM BUILDING
LINE OF NE 4TH STREET
SECTION TIE TO PROPOSED WATER MAIN
W/SOLID LID
GU 383.84 384.57 RIM=3%.-65- 395.5�Xt'
1
I - PROPOSED SIGN.) INTO BUILDING.
CONTRACTO-SHALL COORDINATE
IE=6- 38 a .go p� FIELD VERIFY DURING CONSTRUCTION. I j
', CEMENT CONCRETE
CURB � .385.65 SIGN 38 .38 (b" Pv� �
4LF 12" SD PRIOR TO CONSTRUCTION. NOT _ _
-
385.15 38715 j-
}gX g,SQ �, a PART OF THIS REVIEW OR PERMIT. - - -_-- 387.15
5.5 382.80 EG=391.31 f
' Ili
'i SIDEW6 56ALK EG=388.09E - -
7.
EG=385.59E S '05'48" E 220.05'
REMO EXIISTINGAMEWALK/DRIVEWAY Q d d u a �,
Fv - -
STCOM*CTOAPPROACH TO NEAREa as a -. 1_-1 " WAR SERVICE UNOT
T. PROVIDE SMOOTH TRANSITION (T1 .a. a. PART OF THIS PLAN �PPROVL a
daaa _ a
Q
- a REQUIRED.a a
a Qa PARATEnPERMIT d m_ a
n-d
- av d -
EX. 234.6'
EG 382.62E " 3 J J G=383.77E va YE F
c ) NE 4THSTREET ►%%L% �ATto -y- �- - - - -
REPLACE EXISTINGI DRIVEWAY 1-8 x6 TEE MJxFL
I I PR.�T E LT t d'`f.Ut�� o w iK R P A TTN RI WAY PROPOSED. FH
APPROACH WITH I'�EW CURB, a 2- CONC. BLOCKS E L CE EX�S G D VE
GUTTER, AND 5 S�DEWALK " CONNECT ONSITL SIDEWALK TO - -
CA 1- PLUG (MJ) 3/4 DOMESTIC WATER METER. CONTRACTOR SHALL GRADE TO PROVIDE POSITIVE � � APPROACH WITH NEW CURB,
SEE DETAIL 2 0 1-6" GATE VALVE (FL) PRESSURE REDUCING VALVE EXISTING SMOOTH SIDEWALK. DRAINAGE OUT AND AWAY' FROM BUILDING. GUTTER, AND 5' SIDEWALK �
(TYP) C5 " W 24-FT. WIDE CEMENT PROVIDE SMOOTH TRANSITION. INSTALL YARD DRAINS CONNECTED TO ROOF ' f
22-LF 6 D.I. NdCRETE COMMERCIAL MAY BE REQUIRED. SAWMCUT AND REMOVE EXISTINGcli
1 FIRE HYDRANT ASSEMBLY f I DRAIN SYSTEM AS NECESSARY TO PROVIDE REMOVE EXIS NG DRIVEWAY" APPROACH o I
a' IVEWAY APPROACH 1" IRRIGATION METER W BACKFLOW PROPER DRAINAGE. ASPHALT PAVEMENT PROVIDE SMOOTH
PER DETAIL C7 / TO NEAREST CONSTRUCTION NT. !
} SAWCUT AND REMOVE EXISTING I E. DETAIL 1 PROTECTION PER CITY REQUIREMENTS. TRANSITION, AND HOT TAR SEAL
PROVIDE SMOOTH TRANSITION (TYP).
C5 PRESSURE REDUCING VALVE MAY BE SEE DETAIL
2 ASPHALT PAVEMENT, PROVIDE SMOOTH �' REQUIRED. (am) C5
TRANSITION, AND HOT TAR SEAL 220.0
- - 5
- S S S89'05'48"E 2648.08'
r� 3 LOCATE AND CONNECT TO EXISTING 12" C.I. S -- J --_
j WATERMAW WITH THE CITY OF RENTON
18.45 fl 1-12%8" TAPPING SLEEVECAP
1-8" GATE VALVE LINE AT EXISTING XI TING WATERMAIN E
o �`
S
n
' I CONNECT AT STA:0+00.00 1 IF NOT UTILIZED
1
APPROXIMATELY 18.45 SOUTH OF SECTION LINE
Mir l* a-J� w-� Zs' EXISTING DEPTH UNKNOWN APPROXIMATE LOCATION OF EXISTING
w 12" CI WATERMAIN (W 238) S %. r�1tM E D MAR 2 8 iW3
Tip p . row.. �P t � -- - -- - ----- - --- -- --- � - -- - W
a_ A
EX. FH
NOTE EX.
1. INSTALL STORTZ FITTINGS TO BOTH EXISTING FIRE
HYDRANTS ON NE 4TH STREET.
FIRE HYDRANT LOCATION DIAGRAM
CHECKE' _D FOR COMP-LIANCE
TO CITY ,S'TANDARD,tS'
oz----
�/ Date 8 Z1 dZ
Date 2 f V &M
SCANNED SEP 13 2UO2 % ` .�t r VV,
1 � '
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