HomeMy WebLinkAboutWTR2703149_4 ASPHALT
-= IP 51REC TO7 SIGN
Q) '-zI
SINGLE WHITE STRIPE
-DA
FOR WATER AND SCALE I
T LOGAN AVE STA. 48+ 1 1 .45= I I I 20 0 10 20 40
M N 8TH ST S A. 60+00.00 --T - - - - - - - - - -"-� SEWER DESIGN I I �„
O ^ _ I _ SEE SHEET U 1 1 _ ExTR. CURB 1
( FEET )
C) o - o - ✓ BOEING 12" HPW
w I A WEST RMER/ --- __T_ ---------- ---1 -- - ---- - --- T
--w--- ------- �-
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S P -- -------- -- �
DCONSTRUCTION NOTES
W ----- -
([�
-�-- 1 - - - - ' P ----- 0 1 . PROTECT EXISTING BOEING UTILITY TO REMAIN.
,= TCE (� �' 0 50' POWER EASEMENT
V/ 2 I REC. N0. 9207130661
R/W `, . [� , --- ----- --- -- -- --- ---- _ -- I I --- -- - - _ 2. PROTECT EXISTING BOEING 4" IRRIGATION WATER AND
LW - cGNC F�- - TCE GRAVEL R/W CONSTRUCTION C/L 2 CONTROL WIRING TO REMAIN. -
0 �N
-- - - I - - t5
49+00 I I -- - - - - - -- --
_ -.
3. LOWER WATER LINE TO PASS UNDER UTILITY WITH
MINIMUM CLEARANCE PER DETAIL 2, DWG U27.
0L STA 47+17.3 18.6' RT11.111
I - - - _ �+
__ _ 2 _- I- -- _ - '---+- - - _ - 51 W 4 OF CAP PIPE MINIMUM 3 BELOW
12" WATER- -2'' T r1 D r HdW wL
+ =T- Y-mot' FINISH GRADE
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TRA CT P - � �� - _ - - _ �r�_ _�� �.-
,�,,�o ENO ..�
cDSID _
9' FROM FACE LOOK BOTHWA �--
OF CURB _/ �-- -� 3 I - I AC WALK ___� o< j 5. STA 48+32.4, 47.2' RT
SIGN CONC PAD W/
CON PAD w/ D b GARBAGE AN 1 - 12" CROSS, FL x FL
CROSS WA W)N38 tom '
1 4 HON38 GARBAGE CA - O
- `V EX MANHOLE BASE H�N3 I STA 50+73, 48.6' RT -� 4- 12" GATE VALVES, FL x MJ
to , 5 -
_ y -_ --P WATER VALVE .--
W R 12" W '` °� 12" W I STA 50+56.05.' 58.69 RT c� w _ 6. STA 48+72, 90.59' RT
--
rI FIRE HYDRANT ASSEMBLY �o
Z - - - '
-- - -- I = 2' TAP FOR IRRIGATION METER AND BFP
1 I - -- ■ SEE RENTON STA PLAN 81- •
j - --- 12 ' SD � I Q SEE CITY OF RENTON STD PLAN BR 107.2
UTILITY MANHOLE 12" W
---- * - ---------- - -- - - 12" SD 7. STA 50+72.6, 47.00' RT
suWOF. I
Q 'ALVE-s.�-- --- 1 - 12" TEE, MJ x FL
r--- - P- ---- P „
R W cn i 48+70.2, 49.1 T >�oPC - ? 1 - 12 GATE VALVE, FL x MJ
-r -w-- . --L--� i 'Q� 3 I 'A' WATER VALVE SE0 - -� 1 - 12" STUB W/ MJ CAP
Ln
EX BFP ( ! _ I � - ---1- --- == --- -- -- -w--- ----- -- U 2-THRUST BLOCK
-T ---- -- ---- --- -� - - - - ;� -
r � w -I-- _ R/W �'d E- 1 -FIRE HYDRANT ASSEMBLY
I TICE _ c* Q SEE RENTON STD PLAN B102
J EX„ B06NG � • o, � � � 2" W BOEING
JOINT UTILITY
3 8. LOWER JOINT TRENCH TO PROVIDE MINIMUM 1 ' CLEAR
VAULT COPPER 12 HPW JOINT TRENCH 1 8 I
12 HPW +O 9 SEE DWGS TO UPPER MOST CONDUIT BELOW BOEING DUCT BANK.
STA 47+40.23 58.61 RT TCE Z JOINT UTILITY U32-U35, TYPE STA 50+72.7, 63.8' R
h �:_ _0412L,0 9. BOEING PIV STATION TO REMAIN THROUGH
FIRE HYDRANT ASSEMBLY o I 004122sOC"" VAULTS i WATER @ J.U.D.
SEE RENTON STD PLAN B102 I �' oD TOP 23.5 APPROXIMATELY DECEMBER 2006. THEREAFTER CUT
SHEET U11 6 UTILITY VAULT / o� AND CAP 8" LINE TO THE EAST.
(SEE ) � I
zz� zz i
EXISTING GROUND Q
40 W of- _ C� CONSTRUCTION- L w 7
�z 40
---- -- z _ or
Of z Q FINISHED GRADE I I I z z
o � o r* @ CONSTRUCTION C/L O D '
~ = i LOGAN AVE N + U) L6 3 a- v 4 = LOGAN AVE N a o
0- w STA. 48+ 1 1 .45= I � � z w f- w STA. 50+95.56= GENERAL NOTES. z
w o �_ N 8TH ST STA. 60+ 0.00 w w w ,� - i o w x w o DRIVEWAY z y
I w 1 . FOR STORM DRAIN LOCATIONS, SEE DWGS
ELEV=31 .33 N I STA. 10+00
SD00-SD25.
y
-- -- - - - - - --- --- _ _ ---- -i-��-- -_-- ----- --- - --- _---- - - - - - - - - _ - 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT y
'- '-- --_- - - - j - - - -- ----_-- - _- ----- - -- I DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS o z y N
I '
L5
NO MORE THAN HALF OF MANUFACTURERS o
I M W RECOMMENDED MAXIMUM. > w
_ i 447 LF - 12 W (C 52 DI = b
p 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE y I✓
i - - 0+ _ WRAPPED WITH BLACK TUBE-FORM POLYETHYLENE .�
W j W PER ANSI/AWWA C105.
W SEE GENERAL / W c z
v 4'-0'" MIN COVER AT NOTE 2 , WATER ELEVATIONS APPROXIMATE BETWEEN NOTED y
C/L OF PIPE, TYP
� � ELEVATIONS.
0 20 o
� TO REMAIN EX o
CONC P DUCT
� 1 i EL 24. 1 TO 26.9f I ±
0
• EX 6' DIA CMP •
Q UTILIDOR TO BE Q LEGEND:
(� BACKFILLED N JOINT TRENCH SEE U49-U52 FOR
SEE DWG SD04 PLAN AND SECTIONS
W 10 --- -- --- __ _ � 10 W
z z
I
��-- ---- I C .
WA
RECORD DRA WINGS
I I PREPARED BY WHPACIFIC, Z
FEBRUARY 2010, BASED �
ON CONTRACTOR RECORDS. �oo'35524
IST
N I- O 104 1� 1 00 I� I Q) l� L C) I N SSA otvA LG
+ r� I� � r� r� r�j cN r� I� 00
cD t 00 .10 r- N I n I M N .10) r Ln Cn
O 06 C O': O . 0 ,-- Of - O Oi O - OI ' OI ' O O ' OI O O, O
O ro O O O r- I- , O O O f 0 O ,O� EXPIRES O6/O6/07
50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51
DATE:
10 CORDDRAWING H `' „_ ' HORIZONTAL- NAD 1983/1991 A► CITY O F R E N TO N 4/1 7/06
d 1 I RE CS V CSR •LI •� VERnCAL NAVD 198a
BHC Consultants, LLC DESIGNED: H' I �O �� �- CITY O F
IV H ■ 720 Third Avenue, Suite 1200 DN V: 1"=5' SOUTH LAKE WASHINGTON °°"'
Seattle, Washington 98104-1820 DRAWN: Pis - RENTON ROADWAY IMPROVEMENTS
in Tel: 206 505-3400 ONE INCH DRAWING W.
12100 NE 195th St,Ste 300 ( ) DATU M
0
Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE U04
425-951-4800 Fax 425-951-4808 IF NOT ONE INCH
www.whpacific.com FormeHya Division of Berryman&Henigar NO. REVISION BY DATE APPR APPROVED:
SCALE ACCORDINGLY LOGAN AVE. N. STA. 46+50 TO STA. 51+00 SHED: F:LCA90 O205