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a
72D
CONNECT70N TO
PROPOSED WATER
MAIN PER PLAN
7 7 D
STORM
7DD
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LOW PT STA: 10+35 94 FILL ANO COMPACT ROADWAY TO
LOW PT EL: 117.10 FINISH SUBGRADE BEFORE V J
PW STA: 10+45 OO EXCAVA 77ON TO INS TALLA 77ON OF
PW EL: 116.59 NEW WATER MAIN (TYP ALL AREAS)
50.00' VC " T. ►�
APPROXIMA TE
+
0
3 BURY
+
o
PROPOSED GRADE
-Z
II W
+'
o
..
0 ROAD TIP
I
4a
W�I
50%
13=8"
DI (Rd)
6.41
I 22
-8"
_
DI (RJ)
3' COVER MIN
o
TYP —_�� - f I',."
EX 12" SO J 1
-7
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INSTALL 6" 7HICKx24"x24"
ETHAFOAM PAD BETWEEN
FIRE HYDRANT
BOTTOM OF 12" STORM
PER PLAN AND TOP OF 8" WATER I 6" GAS
Q5' MIN EXISTING GROUND
CLEARANCE a ROAD (TYP)
NTH 6"
ETHAFOAM PAD CROSSING
8 WA CE 115.96
:ter
\ MAIN PER PLAN
8- WA IE 118.79
EX 12" SS CE 116.12
SEPARA 77ON 2. 67'
EG AT CROSSING 121.31
7 7 D
INSTALL 11-114'
VER77CAL BEND (MJAW)
W/ MEGALUG AND CONC
BLOCK
CENTER BETWEEN GAS
LINE AND SEWER LINE
T T f 74
NOTES
1. ALL CONCRETE BLOCKING FOR HORIZONTAL
BENDSy 7FESy AND VER77CAL BENDS SHALL
BE PER COR STD PLANS 3302 AND 330.3.
2. ALL MECHANICAL JOINT FI TT7NGS SHALL
HAVE RESTRAINED -JOINT RETAINED GLANDS
EQUAL TO MEGALUG SERIES 1100 OR
APPROVED EQUAL CONCRE7Ec BLOCKING
3 FILL AND COMPACT ALL FILL AREAS TO
R7N15H SUBGRADE BEFORE EXCA VA 77ON FOR
INSTALLA 77ON OF NEW WA TER MAIN.
7TO
w
w
aLu
�W
J
a�
N � �
II W
1DD
JI
0.5' MIN
2. DOX 2.G
CLEARANCE
WITH 6"
ETHAFOAM_j
FILL AND COMPACT ROADWAY TO
FINISH SUBGRADE BEFORE
EXCAVATION TO INSTALLA 77ON OF
NEW WATER MAIN (TYP ALL AREAS)
PAD p
9❑ U j Orr
Ll
CONNEC77ON
TO PROPOSED
WATER MAIN
PER PLAN
SEMI-! 3
RIM 92.47
84.57 8" 1&6*6-3� (OUT-E)
8 D [7[7nonCCA
35'-8" S-44J4e
Q imo
EXIS77NG GROUND EL
0 ROAD TYP
r,
0)
SSA4H 4
RIM &t9f 8748
8" IE—FR-93- (IN— W) 79.88
8" IE7r8T (OUT-E) 79.76
7 9 f 75 20f DD
APPROXIMATE
3 BUS
►i►1�
J
�josc
�+C
c
p i
r12-8 rl 8�J
I / C DI (RJJ) DI
3T'YCPOVER MIN 4.24% _ /EX 12" SD--� i
0.5' MIN CLEARANCE
WITH 6 E7HAFOAM PAD r
Opp � � INSTALL 6" 77#CKx24"x24"
f E7HAFOAM PAD BETWEEN
e BOTTOM OF 12" STORM
� / I AND TOP OF 6" WA TER
1
CROSSING
EX 12 SD IE 96.1 D
8" WA CE 95.50
FIRE HYDRANT SEPARATION a6'
PER PLAN EG AT CROSSING 99.22
AE;CE.15S EAST
5 ►CA L E: 7 "= 2 0' H, 7"=. 5' V
Ld
o'I9 °'Iv^i
PIPE CLEARANCE NOTE
FOR SEPARA 77ON BETWEEN STORM AND WA TER PIPES
7HA T ARE BETWEEN A, 5' AND A, 99' OF SEPARA 77ON AN
ETHAFOAM PAD SHALL BE INSTALLED.
UNDERGROUND UTILITY NOTE
UNDERGROUND U 77LI 77ES ARE SHOWN 1N 7HE APPROXIMATE
LOCATION ]HERE 1S NO GUARAN7FE 7HA T ALL UTILITY LINES ARE
SHOWN, OR 7HA T THE LOCA 7701V, SIZE AND MA 7FR1AL 1S
ACCURA 7E. 7HE CONTRACTOR SHALL UNCOVER ALL INDICA7ED
PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR
PRIOR TO 7RENCHING OR EXCAVA77ON FOR ANY PIPE OR
S7RUCTURES, TO DETERMINE ACTUAL LOCA BONS, SIZE AND
MATERIAL. 7HE CON IRA CTOR SHALL MAKE THE APPROPRIATE
PROVISION FOR PR07EcC77ON OF SAID FACILITIES 7HE CONTRACTOR
SHALL N077FY DNE C&L AT B-1-1 (WASHING TONB11. COM) AND
ARRANGE FOR FIELD LOCA77ON OF EXIS77NG FACIL177ES BEFORE
CONSTRUCTION
27fDD
6" GAS
PROPOSED GRADE EL
® ROAD TYP
a
rn
1DO
CONNEC 77ON TO
EXIS77NG WATER
MAIN PER PLAN
EX 12" SS CE 93.84
SEPARA 770N 2.63'
EG AT CROSSING 121.31
9❑
INSTALL 11-114'
VER77CAL BEND
(MJAfJ) W/ MEGALUG
AND CONC BLOCK
CENTER BETWEEN GAS
LINE AND SEWER LINE
INSTALL 11-114'
VER77CAL BEND
(MJxMJ) W/ MEGA LUG
AND CONC BLOCK
CENTER BETWEEN GAS
LINE AND STORM LINE
2 T +B2
S-393503
W-393503
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
1
REVISED DRIVEWAYS SSMH 2 do SELECT SERVICES
LMT
1412118
SURVEYED:
�" ma's' Pis
SCAM
AS NOTED"
� ����
DATUM
I TY F
�
RENTON
Planning/Building/Public Works Dept.
LANGSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
SEWER AND WATER PROFILE
AS -BUILT
s/1s/2o
2
ADJUST LOTS 6-6
LMT
5122118
DESIU
SHAWN COOPER
3
UPDA TED CURB RAMP PER CITY COMMENTS
LMT
6115118
Fl0.°e°°"
PKM
4
WATER UPDATES PER FIELD COND177ONS
SDC
7110118
SHAWN COOPER
ONE '"QH
IAT FILL g�E
IF NOT OWWH
ACCOMI'I"'
SP—�2
5
REVISIONS TO EAST END OF ALLEY (SW JRO CT)
CHW
8110118
CHECKED:
BREn K. PUDISTS, PE
NO.
REVISION
BY
DATE
APPR
APmovmSCME
BRETT K. PUDEM PE
5"EET: OF:
13 27
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