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1! q
/ CONTROL POINT I
PH NAIL WOH DRS g
! 1 3 !I CONTROL WASHER �°
( R= 10216.18
E= 1010559
1 4j! EE= 465.,i5
I
1K V
„ I ' I!
6' WATER IE= 459.UTILITY CROSSING
. II a I I, 5
I J 12" SD IE= 454.66
UTILITY CROSSING
I L I I ki, �� 4' WATER IE-460.6
`II -- t2"SD]E- 4b4.58(
i�
r�N (1) 6" 45' BEND
�, i rl/ W/ THRUST BLOC±
STA O+57
STgr 0 +00 6" W EAST
CONNECT TO EX 10' WATER ���I 3 I A
BY CITY OF RENTON.
90ONTRACTOR TO COORDINATE. A� '
(((1�11)) 10"x6" WET- TAPPING TEE (MJx�
ST 6" TAPPING GATE VALVE FLxMJ
STA 4+62 ( ) G
SITA 0+00 4" W EAST � ^
j\ \
CONNECT TO EX 10" WATER
BY Citt OF RENTON. I
CONTRACTOR TO COORDINATE.
(1) 10 "x4' WET- TAPPING TEE (MJxFL) I' _- - -
(0) 4" TAPPING GATE VALVE (FLxMJ) ') r -• SE I
i
(1) 4' 45 BEND .�
W/ THRUST BLOCKING I 'I''. 1 11 - "•.
ADJUST EXISTING SDMH AND
' SSMH RIM TO EXISTING GRADE.
CURRENTLY BURIED BELOW GRADED'.
ra TAR la
�D U;powE
I IIVAULI
10c I d,11, 7,'
STA 0 +48 3 I li I II
3 DOMESTIC COMPOUND I I( 1111
WATER METER IN VAULT
I SEE DETAIL II
C633
UTILITY GROSSING
3" WATER IE -4625
t 12" SD IE= 454.71
UTILITY CROSSING
3' WATER IE -464.2 I V�
EX B" SS IE= 455.19
I �
STA 5 +3175
STA 0+00 EX a" j°PQST
i
i� '
xl
I I i
I
1g�
I�7
!i% I
� I
I
Iy
VENT TO CRAWLSPACE
FRJSHEO FLOOR
NORTH, C<ROO 000R
ELEV.. = 467'3
lNISHEO FLOOR
VIO -CM610 D00.4
1LP/ = 487''1
O
I�
7--- 5MTHED FLOOR
1 SOVIH CA4G0 f.00R
%'i' I ELEV = 467'.
✓' SANTFAR7 CLEAHOOT
a�-
I
GRAVEL
i I
v o
vs
I I /
I I CONNECT TO 4 "-
BUILDING SS,
/ X SEE MECML FOR
V 'N� CONTINUATION
E= 463.00
I 11 LF 6" SS-\
@ 2% MIN
SSCO�
i RIM TOG ADE
D�
1
II v
60 LF MI SS�
@ 27 MIN
i coNNECT To zxr4
EXIST B" SS. - 5
CONTRACTOR \
.i TO VERIFY INVERT
NGII AND LOCATION PRIOfd I 5,
TO CONSTRUCTION
5, /BOLLARDS (TYP) -' 1 @ 2% MINSS
6" DOUBLE DETECTOR I�
CHEdK VALVE ASSEMBLY
SEE BETA IL
N
FDC L
RTV
IE--45VN 8'' INS_
SECTION
10
VENT TO CRAWLSPACE
. 458'
IY)3" 45' BEND 31P NE =45676
/ LOCATION AND INVERT
!i% I
� I
I
Iy
VENT TO CRAWLSPACE
FRJSHEO FLOOR
NORTH, C<ROO 000R
ELEV.. = 467'3
lNISHEO FLOOR
VIO -CM610 D00.4
1LP/ = 487''1
O
I�
7--- 5MTHED FLOOR
1 SOVIH CA4G0 f.00R
%'i' I ELEV = 467'.
✓' SANTFAR7 CLEAHOOT
a�-
I
GRAVEL
i I
v o
vs
I I /
I I CONNECT TO 4 "-
BUILDING SS,
/ X SEE MECML FOR
V 'N� CONTINUATION
E= 463.00
I 11 LF 6" SS-\
@ 2% MIN
SSCO�
i RIM TOG ADE
D�
1
II v
60 LF MI SS�
@ 27 MIN
i coNNECT To zxr4
EXIST B" SS. - 5
CONTRACTOR \
.i TO VERIFY INVERT
NGII AND LOCATION PRIOfd I 5,
TO CONSTRUCTION
5, /BOLLARDS (TYP) -' 1 @ 2% MINSS
6" DOUBLE DETECTOR I�
CHEdK VALVE ASSEMBLY
SEE BETA IL
N
FDC L
RTV
IE--45VN 8'' INS_
i) 6" 45 BEND SAr TART WOHOLt
456.33- 8^OUT)W -E:
-IE
VJ THRUST BLOCKING RZY=42 76' CONTRACTOR TO VERIFY
. 458'
IY)3" 45' BEND 31P NE =45676
/ LOCATION AND INVERT
N/ THRUST BLOCKING 8/P W =45588
OF EX SS PRIOR TO
„
CONSTRUCTION
ti37_REDu= PRESSURE'=
UTILITY CROSSING
l <ro..
BACKELOW ASSEMBLY
Ar0
-._._, 6 SO IE= 461.94
-=WATER
IN HOTBOX
ISEE
3' IE= 465.5(
EE D
DETAIL
6" SSCO
'S CONTROL
' PK
c�.a
�\ BLDG DOMESTIC
IE= 457.42
WATER SERVICE,
THOK
AWL WON OK
�
3 " '45' BEND 1 �.
SS @ 1.0%
�\ CONTINUATION
-�s`
1 CONrROL WASHER.
K= 10087.26
THRUST BLOCKING
�
CONTINUATION.
_ ^ E= 18175.16
_
)LADS tYP)
EL= 470.80
DETAIL 9 _ E - --
E
c3.1
-� m
ABANDON EX
-- --"'
WATER IN
.PLACE
REMOVE EX FH
=
-ISAL. AGFMST STAIRS
SALVAGE EX PH
TO CITY SHOPS
I ,�ra1a5 m stro 10 aooR STA 1 +24, INSTALL:
NEW 8 "x6" TEE (t�AI
CCO, ZTE AD/NG Et =V =4720' 6'" GATEVALVE
NFYHT OCASOREO To NEW HYDRANT ASSEME
' SECOND FLOOR 2174' 8° PLUG (MJ)
-'�
REV = 484,0' W/ THRUST �BL�OCKING
SEE DETAIL: a
_ cl
7 F,F
ENTRY
6/ ^.F.
TRY
/ENT TO
CONNECT TO 6"
BUILDING FIRE
SERVICE. SEE
MECH'L FOR
CONTINUATION
(1) 6" 45' BEND
W/ THRUST BLOCKING
6" SSCO
RIM TO GRADE
UTILITY CROSSING
6" WATER IE= 463.00
12" SO IE= 455.37
UTILITY CROSSING
EX 8" SS IE= 456.83
6" WATER IE =463.5
(2) 6" 45' BEND
W/ THRUST BLOCKING
UTILITY CROSSING
EX 8" SS IE= 456.31
6" SD IE= 458.72
' 24 LF 6"
CONNECT
SS @ 23.1%
EXIST 4 SS .•.: �,.�.
\
CONNECT TO 4 "�
REMOVE AND REPLACE
BUILDING SS
EX SS W/ 121 LF 8`.�
V� SEE MECH'L FOR
DI CL52 IN STEEL
COORDINATION
CASING @ 0.46%
SEE DETAIL4
IE= 462.08
W/ DECORATIVE COVER
6" SSCO
RIM- 467.18
A RIM TO GRADE
6" SSCO
\�. CONNECT TO 3"
RIM TO GRADE
�\ BLDG DOMESTIC
IE= 457.42
WATER SERVICE,
5 LF 6 "
I
SEE MECH'L FOR
SS @ 1.0%
�\ CONTINUATION
CONNECT TO 6" BLDG-
SS. SEE MECH'L FOR
�
CONTINUATION.
��
CLASSROOM ADDITION
STA 1 +54
FFE= 468.00
REMOVE EX FH
=
SALVAGE EX PH
TO CITY SHOPS
!
n
' 24 LF 6"
CONNECT
SS @ 23.1%
EXIST 4 SS .•.: �,.�.
\
CONNECT TO 4 "�
REMOVE AND REPLACE
BUILDING SS
EX SS W/ 121 LF 8`.�
V� SEE MECH'L FOR
DI CL52 IN STEEL
COORDINATION
CASING @ 0.46%
SEE DETAIL4
IE= 462.08
W/ DECORATIVE COVER
6" SSCO
RIM- 467.18
A RIM TO GRADE
6" SSCO
\�. CONNECT TO 3"
RIM TO GRADE
�\ BLDG DOMESTIC
IE= 457.42
WATER SERVICE,
5 LF 6 "
I
SEE MECH'L FOR
SS @ 1.0%
�\ CONTINUATION
CONNECT TO 6" BLDG-
SS. SEE MECH'L FOR
�
CONTINUATION.
��
CLASSROOM ADDITION
STA 1 +54
FFE= 468.00
REMOVE EX FH
SALVAGE EX PH
TO CITY SHOPS
@ 1.0%
1
II
I;
;I
1-
i fI
I
KC
s)
25 LF 6 °A
CONNECT
SS @ 1.0%
EXIST 4 SS .•.: �,.�.
6" SSCO
CONNECT TO 4' BLDG
RIM TO GRADE
SS, SEE MECH'L
IE= 457.20
FOR CONTINUATION
SSMH
#1
IE= 458.23
W/ DECORATIVE COVER
CONTRACTOR TO VERIFY
RIM- 467.18
IE =45715 CUN)S
UTILITY CROSSING
IE =45698 8" IN)E -EXIST
EX 8" SS IE= 457.00
IE =45693 8 "�OUT)W
6" SD IE= 463.77
CONTRACTOR TO VERIFY
LOCATION AND INVERT OF
EX SS PRIOR TO CONSTRUCTION
I �
/ L
4�-
u I
HORIZONTAL DATUM
q :K
NAD 83/91 WASHINGTON EXISTING REMOVE PROPOSED RECORD
VERTICAL DATUM ASPHALT PAVING
r.F.
N7Rx ASPHALT PAVEMENT OVERLAY
'NAVD 88 (ALTERNATE 7)
REFERENCE BENCH MARK:
RELOCATED GAS. TBM 1 AS SHOWN IN AS BUILT DRAWINGS SET FOR HAZEN HIGH ASPHALT TREATED BASE (ATB)
SEE MECH'L SCHOOL ATHLETIC FIELDS IMPROVEMENT PROJECT, DATED 2- 27 -01,
UTILITY CROSSING 6ODD NAIL SET IN EAST SIDE UTILITY POLE, 0.90' ABOVE GROUND. CONCRETE PAVING
6 SD IE 46415 ELEV. = 462.25'
4 GAS IE 4631 PERVIOUS CONCRETE
E, lox, No TEMPORARY BENCH MARK #1: ELEV.= 459.76'
[a rime SET REBAR & RED 'DRS CONTROL' CAP, PT. NO. 113, LOCATED AT BUILDINGS
THE SOUTH END OF THE SOCCER FIELD, 233 SOUTHWEST OF THE
WEST GATE POST ON THE ASPHALT ACCESS ROAD. GRAVEL :•_:
-
TEMPORARY BENCH MARK #2: ELEV: 463.08' RIP RAP CONSTRUCTION ENTRANCE
SET REBAR & RED 'DRS CONTROL' CAP, PT. NO. 111, LOCATED AT
THE NORTHEAST SIDE OF THE TRACK, 253 NORTHWEST OF THE SAWCUT LINE
ASPHALT PAD EAST OF THE TRACK.
CIVIL CONSTRUCTION LIMITS
TNAVD 88 ELEVATION BASED ON BENCH MARKS SET FROM THE
65 ": ABOVE REFERENCED PROJECT. THIS SURVEY DID NOT VERIFY THE SITE FENCE
:vtev ACCURACY OF ORIGINATING BENCH MARKS.
SILT FENCE
STORM CB W /PROTECTION _
CURBING
ROCKERY 1_7__s_)Q
TREE W /PROTECTION (E
'-UTILITY CROSSING dx/'`z�
8" SD 1E= 460.64 CONTOUR (INDEX) -/oo-
4' GAS IE= 462.3±
CONTOUR
1LAT TO CRAPNSPACE
lej
WATER LINE -'+ -
�UTILIIY CROSSING STORM DRAINAGE LINE - -- - -" --
6 SD IE 464.15
4 SANITARY SEWER LINE s
GAS IE -4633 s-
Or '' 0l MT RUNE -
L.. 465.3' POWER -P-
I S=355401
TELEPHONE LINE -T -- -T-
UHLITY CROSSING GAS LINE -0- 8' SD IE= 457.38
4" GAS IE =46353 :.WATER METER/VALVE /FHB 4C-
UTILITY CROSSING _, /1
EX 8" SS IE= 457.04 STORM CB /MH
4 GAS IE= 463.53 SANITARY SEWER MH /CO �� •
A TER SP00T ON SOLOIN,
` 7 TO CRAULSPACE GAS VALVE /METER 94 q
p- TAR uAIHOLE STREET LIGHT ASSEMBLY4 --'y
I/ -46727
' v C 8 TELEPHONE RISER /MH o
., P ,.-45716 -
RAINGARDEN AREA L
`•� ���`� "4 463 FF BORING LOCATIONS 4
�CT r 4 C• W EN7RY
= CONNECT TO
CONNECT TO EXIST 8" SS
B' BLDG SS
IE 45826 c
SEE MECH'L FOR
CONTINUATION
4720 FE
A El6PY
Tn (K}
Z.
oF�ssIONAL
04�IZJ10
NO, DAl.
12/11209
PENSION
PERMIT SET
Zi 2/19/10
PERMIT
REVISIONS
Z2 4/12/10
PERMIT
REVISIONS
V/
LIMITS OF CIVIL
-
-?
CONSTRUCTION
4720 FE
A El6PY
Tn (K}
Z.
oF�ssIONAL
04�IZJ10
NO, DAl.
12/11209
PENSION
PERMIT SET
Zi 2/19/10
PERMIT
REVISIONS
Z2 4/12/10
PERMIT
REVISIONS
SHEET THE
UTILITY
PLAN
OE NO:
JOB 5 -02
NO..
\s SSN
DNA.
CHECKED FOR COMPLIANCE TO CITY STANDARDS SLG
CHECKED
Xq 201 4/12/10
HAM
C� I I f 5 1 a' nn y tam ENEET NUMSES.
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