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W T-I LID --- -- EX SDMH 8032 T-11 48......�
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y
EX
SSMH 55Q
RIM 133.56 .......�
RIM 105.97
CONC IE s
_s
.48 (EW1212" CONC IE 72754 (SW) .CONC IE (N)"ADS IE1212745 (W) 'S
.` ..12" CONC IE 12729 (NW)
12"CONC IE 126.97 (E) ...... ......- ''
EX WCB SD39 -113D
+
' _.'.1..-..-''-.
r
W T 1LID ��,, -P.r.: :,.::-:7 • r'' s-.-..-..-
RIM 125.52 r r ":' . �+h ti J
/ �. ..'-.-'- J..--.� 1•-'..'-................-..-
-
�...- ....-... ��....,................. y. -` �.
12" CONC IE f2Q93(W �;.:::- =- 1
' �1r + 12" CONC IE112Q 79 E}) p _ _ _ _.. �.. - ... -
N ( p F r` r yy
HOUSE /1 '' i 1 1 .� ' `- t :' `y _. �.... r- �i l .'- EX
' r I ♦EX
��. i�
............
�/� -•SSMH r 1 1 } A r_--- I I z;M1 :`..• -".'- I' ... - 1k
1 / ► r 3 1
0+7&62, 2.47 LT ► /'�1 _ ...- . ,... _
(SHALLOW MANHOLE ;; :... ................. . 1. '�
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7 1 PER CDR STD. PLAN 4002) ■ I ■' / rr .-�► 5GN _ _.'.,� -'. - ....... S,g.. I..'. -
I / 1 RIM-121.94 1 ■ I 1 r '�. _-"' ;; ; ,;, x 1 r.
EX 6" VCP TO /� 8 IE 114.60 (W) .... } ; �,.•1h its -� r / ' .'�_ -� - ___; �' --._� ,! .. . - .. - ... .
REMAIN EX WOOD �j' $" IE-f#&6rl-{QUr �E)114 5D (E) t r' �, i i �i r..��2 I Ir r__ - _♦ _ If EX �:._-. SD-� ►�::..�-....-.-.i-....- I - -�'`
FRAMED _
' r Y �S5
_ GARAGE � 1 ' ` �� .��� i 1 / � i .�` : "`� ` � .� .. ''�•.. . .. . ....... .......... . .
■ 1 s $'. - .
BOTH IN AND OUT INCOMING r ^y .� ► r'`: '
_ SHORT SPOOL OF 8 PVC W/ I _ : • _ . � ..-.. 1►�' I
[� 8x6 ECCENTRIC REDUCER
SS
4.
1 1EQ NO
,
► D r 1
_=8"PVC S- ♦ k'¢:" ►
a 1o5a 1 ► 1 �/I 1 l �� 1 1� 7-
' SSMH 2
1+07.62, 3.25 RT ` .Y: - x �' _y 1 ' ► 1r ( i '`. ► I I
RIMS& 9.0 2G�65 ' f p 1 1 ,1 ■ r 5 '
EX 8" 1E 11103
1 1 I i' ' ■ ■ 1 ►'
2-STORY8 1E r/ - ► . J.
► rl
WOOD r 7► 41 -■ EX
FRAMED ' 11
/a - 2x0C1 I SERVICE LINES TO r r :.;,'; �- HOUSE
HOUSE / , a 1 _ j ■ EXTEND BEYOND : _ Ir rr z;: s� _� 1 1 #221
U 77L1 TY EASEMENT �.� , " '17
(TYP) -. 1 ■ �1 ' r'. 1 `�✓LC/� y� _
EX SSMH 7613 ,.�
] 7 COR# 4903 ►L, ._�
RIM 115.97 f ,r _ I ' ■ -�`~ `:; t EX CONC. I
6" VCP IE 771.58 (EW) 1 4 ' j 1 _ BLOCK WALL
(TO BE REMOVED) ► 1 _ 4 I
/ _ ,f 1
/1 1 1 3
EX 6' TALL
WOOD FENCE ► r •- , r f ' L1 , _ ° 1 I 6 I
ITOWN AND COLINTRY CLLIB
1 1 + � '► � �' 4+11.57, 355'LT BUNGALOW SITES 5
_ + i 12 j 270-8 PVC S= ►► ► „ _ ' RIM 05FL9i-87.48
8" 1E �9: (IN-W) 79.88 '
t ► ' �� '� ' 8" IE 79•e(OUT-E) 79.76
EX 6' ► ► l 1 1 I ► }: ' x
ALLEY } ► ► y _ ' I
1 %oo`
' 1
♦ � � r1 1 SSMH 3
CMU WALL CONT. /� � � �� � I Y
W 3 BFNC ✓�/ �•� `. y �j'� 3+77.57, 3.25' RT _
1✓✓V /i k� •,. f ; + 1 79 ' RIM S2p1 i,�TzR�� 9247
84,68 8- IE8(IN -W) EX WOOD �k `�' i 1 84.57 8 IE 8 0. 64 (OV77E)
1 FRA
•`�� i i 1 I�/ 35-8"PVC S_
' \ I + 9 & EX SSMH 7215
& (COR #4904 ,/ 1 • -
1 �1 � ,,► P j RIM 93.40
6' BFNC 1,l (` 6" TERRA GOTTA IE 89.91 (EWS)
1 E END ``� 1 (TO BE REMOVED)
.01
100
� � ' �. 1 ■ Of I � r / 1
r
L.
r ■
EX SSMH 7697
GOR #4905
RIM 68.47 ' ►'
8" 63.09 (EW) r ;
EAI4LINGTON
V. r 4/P.7 `._-' --. 11`- �. •.`� \ ` . _- - ■ 1 - i j I 1
SEWER N a TE •, ,� � � �� EX SSMH 2O141 f ^ n N
99
ALL WORK, INSTALLATION & MATERIALS SHALL BE IN CONFORMANCE WITH CITY ' RIM 874.5 ,I
OF RENTON STANDARDS AND SPECIFICATIONS. EX , 6" 1E 74.51 MA RIAL E-W)
4 H 2a 18' - UNSURE OF MATERIAL
BUILDING /) 16 74 M `� 8"? 1E 81.49 DROP(SW) Ir i i
1
REVISED DRIVEWAYSr SSMH 2 & SELECT SERVICES
LMT
4/2/18
SURVEM:
MrrCH EVENS, PLS
ScAm.
AS NOTED
`ERMAL NM19ES
HOMMNI►� : HAD van/im
DATUM
I T Y F
R E N T O N
'
Buildin Plan nin Pkt.
91 ��ublic Works Dept.
2
ADJUST LOTS 6-8
LMT
5/22/18
DESICNm:
SHAWN COOPER
3
UPDA TED CURB RAMP PER CITY COMMENTS
LMT
6115118
4
WA TER UPDA TES PER FIELD COND177ONS
SDC
7110118
° "` SHAWN COOPER
ONE INCH
AT FULL ��
s I+�lr o� �
"o "`�0R0R1D1
5
RE14SIONS TO EAST END OF ALLEY (SW 3RD CT)
CHW
8110118
CHECKED:
BRETT K. PUDISTS, PE
NO.
REVISION
BY
DATE
APPR
"
BRETT K. PUDISiS, P
N
SCALE: 1 " = 20'
0 10 20 40
SEWER STUB TABLE
LOT #
IE 0 LOT
LENGTH
SLOPE
1
11&.* 1-15-:56
29
10.977.
2
111.11166.619-
29
11. 79Z
3
1Q7.3f jtq2$.2ff9
29
15.777
4
9a2 qq.:?e-
29
11.157
5
99.2 gc -09
29
14.04%
6
74.31f -
36
2. 31 Z
7
7a5ot 86L QQ-
35
4.9071,
8
87.6 -86 5e
28
5. 24Z
9
"st 9a6e
28
9. 59Z
10
toaft 9q.:5e
28
14.057,
11
foa ok ie:5756
28
15. 9s7
12
109. Bf leg.:56
28
12.149'
13
114.4f e
28
8.327'
BY:
BY:
BY:
BY:
S-393501
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
LAN GSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
SANITARY SEWER PLAN
AS -BUILT
DATE:
DATE:
DATE:
DATE:
9/18/20
REDS«:
PAGE
DRAWING NO:
SS-01
SHEU: Of:
10 27
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CO CO
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�nr-
33:
8" IE 114.60
Of65 1+00
2 f GO
3f00
NOTES
1. ALL CONCRETE BLOCKING FOR HORIZONTAL
BENDSy 7FESy AND VER 77CAL BENDS SHALL
BE PER COR STD PLANS JJO 2 AND 33Q3 .
2. ALL MECHANICAL JOINT F1777NGS SHALL
HAVE RES7RAINED-JOINT RETAINED GLANDS
EQUAL TO MEGALUG SERIES 1100 OR
APPROVED EQUAL CONCRE7E BLOCKING
3 FILL AND COMPACT ALL FILL AREAS TO
RN15H SUBGRADE BEFORE EXCA VA 77ON FOR
INSTALLA 77ON OF NEW WA TER MAIN.
1
REVISED DRIVEWAYS SSMH 2 do SELECT SERVICES
LMT
1412118
2
ADJUST LOTS 6-6
LMT
5122118
3
UPDA TED CURB RAMP PER CITY COMMEN IS
LMT
6115118
4
WATER UPDATES PER FIELD COND177ONS
SDC
7110118
5
REVISIONS TO EAST END OF ALLEY (SW 3RD CT)
CHW
8110118
NO.
I REVISION
BY
I DATE
I APPR
4f00
UNDERGROUND UTILITY NOTE
UNDERGROUND U 77LI77ES ARE SHOWN 1N THE APPROXIMATE
LOCATION ]HERE 1S NO GUARANTEE 7HA T ALL U77LITY LINES ARE
SHOWN, OR THAT THE LOCA 770N, SIZE AND MA 7ER1AL 1S
ACCURA 7E. THE CON7RACTOR SHALL UNCOVER ALL INDICATED
PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR
PRIOR TO 7RENCHING OR EXCAVA77ON FOR ANY PIPE OR
S7RUCTURES, TO DETERMINE ACTUAL LOCA ]TONS, SIZE AND
MATERIAL. 7HE CON 7RA CTOR SHALL MAKE THE APPROPRIATE
PROVISION FOR PR07EC77ON OF SAID FACILIRES 7HE CON7RACTOR
SHALL N077FY DNE C&L AT B-1-1 (WASHING TONB11. COM) AND
ARRANGE FOR FIELD LOCA77ON OF EXIS77NG FACIL177ES BEFORE
CONS7RUCTION
MCTCH EVENS, PLS VEIVICAL. FAVD ISM
oEsIcNm:
AS NOTED W)RIZ°MA` W 1983/1991
SHAWN COOPER
DMWN:
SHAWN COOPER ONE INCH DATUM
C1EORM. AT FAIL SCALE
BREIT K. PUDMS, PE ,F NX OW INCH
APPROVElk SCALE ADCOWNGLY
BRETT K. PUDISM PE
5 f0O
9/IS/zw
CITY OF
REN TON
Planning/Building/Public Works Dept.
` 1mi
` -4mi
`ffirffj
`KNIAFJ
rlAFJ
F=lm]
kimi
r
5+75 S-393502
W-393502
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY: DATE:
BY: DATE:
BY: DATE:
BY: DATE:
LANGSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
SEWER AND WATER PROFILE
AS -BUILT
9/18/20
RELOBOM-
ME.
SP-01
SHEET: r� OF.
12 27
CV
CY]
a
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C 2020 THE BLUELINE GROUP
Lc) L!7
CO Cr7
CA 0)
CO Cr7
CV CV
rr
ry
a
72D
CONNECT70N TO
PROPOSED WATER
MAIN PER PLAN
7 7 D
STORM
7DD
+�
U��]
II 4a
m
m
�C-
-
r1_rr1.L-ry■�
9+75 1 DfDD
�g
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
_
•—
tt�
--Ilr'---���
�1 ��U� rM r r. � r~ r• r•
+�
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
Q
i
r
CV
cy)
a
a
a
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Q
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a
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C)
C)
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CY)
C)
C)
C)
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