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LEGEND:
Contour (callout converted to feet)
Water Meter Sanitary Side Sewer (Location approximate) �� I
^
CALL 1 AL 4� HOURS -� Existing Sanitary Sewer Main e
C
is I V _•_Existing.. Water. Main
-Existing Stormwater Pi e
• BEFORE YOU DIG —New Stormwater Pipe p a G
" w
Existing Utility Lines (width= diameter) sco E 1 -800- 424 -15555 Rig ht o f Way
Boundry T ID
:r '® --- E�enterline of Right of Way o I�
Storm Drain Manhole m
W _
-.3 : Storm Drain Catch Basin
Q �yq�
s:
Sanitary Sewer Manhole It
2 O_
O w V
CB #16 NEW TYPE 1 y
:2 � Remove Existing CB-
-New 11' of 12" CPEP
W N (Salvage frame and grate) _
SIDE SEWER - See Note #J -. o
N - - New CB a1 -E ngcsryPeu -
Y W I z•cas z•cas /o I 2.�s - UE6V CByt2 G. Of OL rcas. - -.- rtes
x
SD -.. SD : Sp SD - r rYa -:' -1 z. Gaz - -- MAJCBOXES
7 ... ` ;. rGas - -..rc. - -rc .` -- 2� r� .._._ - -- z•�%
Q ? O+ 0 Mon Card #2811 - - A - - R Storm Pipe with New 18° Storm Pipe - rG. rGas r Exl�nngcsrypell
_ +QQ -- REMOVE EX.Ce Type u - ° Remove and Replace Existing 12 -.n a N rcaz r�s
p g .
N ° 2+0
N -- �a - -
_- o w Ex 12• -PE- a n" In _ P lace . _ r �. w . _ HI � +QQ
` ne a Shattuck ❑
- -
_
South
an old #2e South 4 +0
New 16' of 12" C
- _ -
NOTES: CB n1A NEW TYPE 1 - -- Ma�eoxES -� _- - - __ - - SD SD
1- All Type 2 CB's Shat! Have Solid Locking Lids. -- Remove Existing CB -
•' ti
�o --
� 0 2- Type (Salvage frame and grate) 1 CB Profiles Are Along Pipe Lines.
3. All CB Grates Shall Be Set 0.1 Feet Below
s Adjacent Ground Level
0 Co -E e:
E-1 3Q 4. Field Adjust Type 1 CB's To Locate At Low Points, 9. Contractor shall call Puget Sound Energy (PSE,@ - Ivl
Z " In Flow Lines, And To Clear Existing Utilities. (206) 907 -1858) 48 hours prior to work within 10' of -
-o`" the 20 Gas Main.
I•E_-1 W a2 5- ASPHALT RESTORATION: Use Typical Trench Patch (City Detail '• -
J �4 °'E H032A) For All Areas. 10. 2" Gas line to be suppo -'ted with nylon straps, CHECKED FOR COMPLIANCE
staked at 10' intervals, cuing trench excavation. ° TO CITY STANDARDS
6. Maintain Minimum 12 Inch Vertical Separation Between Contractor shall provide V of sand as bedding. d -
12 Inch Water Main And Stormwater Pipe Where Possible. D ate Su
rn� Contractor shall identify any separation less than 12" ^
for review by City- at&� W.
v Date
C� 7- Minimum 6 Inch horizontal separation between C.B.'s and Gas Line. - 1
8. Contractor shall restore all landscaping, surfacing, RECOMMENDED
and structures disturbed by construction. - _ L : I F OR APPROVAF,
BY F
_< 11111111li-
F PLAN VIEW - 1 " =20'
5� STA 0 +20 STA 1 +00 STA 2 +00
STA 3 +00 STA 4 +00 STA 5 +00
T
Y 150 N_w C8w1 TYPE 2 48 "- LOCKING LID E% CB TYPE 2 48' REMOVE EX. CB TYPE 2 -54" STA 1 +98 5 6' LEFT Existing t ema'n - 150 /� e
.STA. Ft¢•8 rR- x43$70' LEFT- 1 STA. t +sn 7n I11T EL iLy ,3 FT _. _.... _... _ _.. ... t1J BUILT
.... - _= .4=GS -FT ) —
N -
RIM EL -'+-.r, ->- 149.:65 -RIM EL 149.06 I¢2,f3 I.E -(NEW 18" SOUTH
- /¢3,QQ §15" W AND NEW 18'' N IE- }43,+? -1¢Z 15" 5 AND N IE 143.06 I.E. 143.08.(12 ".EAST) : - NEW CB#a TYPE 2 ai•$�1 - : : � /J -: / 11 23/59
y : 12" W IE 444-97 - 14. ¢•T 12" W IE 143.5 : .. 7
- 12" E IF t4:.�� 14$, OZ 12" W IE 144.5 1 I¢2.91 LE = Vii£. FT (NEW 18" NORTH) GRADE ALONG STORM TRUNK .LINE _ _ -. -. rj-r/{ :4t14 13 -:S':L E FT
148 RIM EL. 146.70 EX. MR. TYPE It 54" STA 4 +63 15' LEFT 148
73T:70(NEW./8'M0RrFIT" .RIM EL = 146.04.. .
- 1¢1.551NEW 18°SOUTFI) '� I.E. - 19;Z.49 4 (NEW 18" SOUTH). 137 - I+
LE_ = 137-28 (EXISTING I - - -_ - - -- 1
I_�_ i i E (EXISTING EAST)
137. OL -
a w
3 14f3 I 2" GAS PARALLEL TO STORM LINE - I- 146)
EXISTING 15"
L�EMOVE - lil
o 0 5
DEPTH APPROX.
X
L
w 144 15 Cpl STORM PI P£
£P AGE 144
C4S.p 75 WITH STING 12 AND i _ _. .. c F wER I.
C'Y -i(MA T§p pLF OF 18" 5" STORM PIPg' PARALLEL TO. STORM LINE APPROX RELOCATE IF NECESSARY-
X /ST /N EP ®S= DEPTH APPUNE : -
i " . - 36°-42" DEEP -
ar o O.p BETH MAY VARY
142 150 s" water 142
— I DEPTH APPROXIMATE
NEW CB 1A TYPE 1 INLET (Locking Grate) NEW CIS 1B TYPE i INLET (Locking Grate) 8' CONC SS PA L -
STA. 1 +4417'. RIGHT STA 1 +34 17 LEFT DEPTH 4PPROX. -
(,}9,75 RIM EL.349b. MATCH EXISTING - I RIM EL 444+, MATCH EXISTING
12 W IE +4-41- 14$.95 12.. E -H a 146.86 .215, /$'W/7}{. GE EXISTING
140 148
• L F. -OF 18, CPEP ®SM PIPE .I_ 140
20" Ga. 5' bel ground elevgt on -
- I :(as determined by potholei -ng)
Exisiting 8' Water Lin - g`�O" WAS -
Z
0 13s 1as �— UTILITY NOTE: @Ew ,LC'4P 138 Rw
v - - THE - CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE - r 4g,
w 2- ^s LOCATION, DIMENSION, ANDDEPTH OF ALL. EXISTING UTILITIES :. - - -OLp
WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR NOT, a 29727 2
BY POTHOLING THE UTIOTIES AND SURVEYING THE HORIZONTAL _ 1 9c 9FC rsTeP�G� k 5 /Lrr9%
-I AND VERTICAL LOCATiO -rIIOR TO. CONSTRUCTION. THE UTILITIES SSrn�R,_6
136 144 ®L2gy,2" CPEP
SHOWN ON THESE PLANL ARE BASED UPON THE UNVERIFIED
CID s LFii2� c I _ 3.7 % PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF
( ncwat 99
5 -8 Y CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT
v�
Q WITH THE PROJECT ENGINEER TO RESOLVE ALL PROBLEMS
Ezis ting 6" Sanitary sewer PRIOR TO PROCEEDING WITH CONSTRUCTION.
_ o gawp- ?;P -2'7/ SCALE: HORZ. 1" 20' SHATTUCK AVE SOUTH
VERT. 1" = 2' STORM SYSTEM PROJECT
'-CANNED DEC 101999
161