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LOW PT STA: 10+35.94
LOW PT EL: lI Z 10
PW STA: 10+45.00
PVI EL: 116.59
50.00' VC
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PROPOSED
SEWER MAIN
CB 8
RIM ! F6-62 116.4.3
12" IE # (1N-N)111.57
6" 1E f# {IN -SW) 111.68
12" 1E {OUT-E)111.60
7 O f0O
0.5' MIN
CLEARANCE
WITH 6"
ETHAFOAM PAD
CB 9 TYPE/
81-DIREC7I0NAL VANED GRA TE
OPEN CURB FACE
RIM-1-f6-g� 116.0
6"IE ff*.-944 IN- WAM!ff
12" IE-fH -94-(OUT-S)111.92
ACCES613 W4'�--_v
T
E C,A L E: 1 "= 2 0' H, r
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1 1 f 00
oln �
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1 3O
1 2O
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100
1 7 f 74
1❑0
100
EXIS77NG GROUND
0r2 a 0 PIPE TYP
�®7p�
9 ❑
-ra' ®&&m a42x 90
08 7 TYPE
RIM
18" IEIN-W)8a42
12" IE OUT-E) 8a48
CB 2 TYPE 11-60"
8 0
W/ TEE & RISER S
PER DET ON RD-07
RIMS8-3 9 0j
12" IE-894AS- f IN-S) 89.32
18" IE-89=25-{OUT E) 8&84
EX 12" IE{IN- W) 84.34
3
EXIS77NG GROUND EL
a�
0 PIPE TYP
ry
Ste' LAN[�STOI�J
14D [7LITFA,LL
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1 REVISED DRIVEWAYS SSMH 2 do SELECT SERVICES
2 ADJUST LOTS 6-6
3 UPDA 7ED CURB RAMP PER CITY COMMENTS
o
4 WATER UPDA 7FS PER FIELD CONDITIONS
u
5 REVISIONS TO EAST END OF ALLEY (SW 3RD CT)
Q_
NO. REVISION
U3 dal
C 2020 THE BLUELINE GROUP
17 El
1�0
0. 5' MIN
CLEARANO
NTH 6"
ETHAFOAM
PAD
II W
z
JI
► 117 nn!K 2. C
CB 6 TYPE 1 I I
RIM E 94. 7 7 I
12" IE SIN-W)9a08
6" 1 M80 (S)
1296 OUT 49p 12
L'I_•IJ,'1
7 9+75 20+00
wR5
PROPOSED GRADE *+- I- + cb
ai
0 ROAD TYP
Z II W
EXIS77NG GROUND
® ROAD TYP 150�
4.24%,
r 0.5'MIN CLEARANCE 1-11�r---
WITH 6 E7NAFOAM PAD ___ " V
=12" CPEP
{ J 105Q 50%
CB 4 69(6' FX TERRA
RIM
12" IE 9"9-ON- W) 89.85
12" IE- S (OUT-N) 89.84
SEE DETAIL ON RD-07
—41-12"0$.4?* 000%
CO 5 TYPE I
RIM 9 $. ES— 9,02
12" IE 69:9L-(IN-S) 89.86
6" IE (IN -SW) 90.40
12" 89.85
I
ACCES E
EA:ST
E jr--.A L E: 1
"= 2 0'
H, I"== 5' v
UNDERGROUND UTILITY NQTE
UNDERGROUND U77L177ES ARE SHOWN 1N THE APPROXIMATE
LOCA nON. THERE 1S NO GUARANTEE THAT ALL UTILITY LINES ARE
SHOWN, OR TVA T THE LOCA 7701V, SIZE AND MA TERIAL 1S
ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED
PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR
PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR
STRUCTURES, TO DETERMINE ACTUAL LOCA 77ONS, SIZE AND
MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE
PROVISION FOR PROTECTION OF SAID FACILITIES THE CONTRACTOR
SHALL NOTIFY DNE C&L AT B-1-1 (WASHING TON611. COM) AND
ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE
CONSTRUCnON
LMT
412118
S'RVEV MOH EVENS, PLS
�
AS NOTED
LMT
5122118
SHAWN COOPER
LMT
6115118
SDC
7110118
' SHAWN COOPER
ONE INCH
AT RXL SCALE--]
IF NOT OW INCH
SCALEACCOWNGL'`
CHW
8110118
dEdfEO
0101 K. PUDM, PE
BY
DATE
APPR
�6RETT K. PUD05, PE
VER„UL NAYO ISM
HORIZOHPAL: W 103/INI
DATUM
27 f013
I 9/IS/zo
19 CITY OF
REN TON
Planning/Building/Public Works Dept.
CB 2 TYPE 11-60" 1
W/ TEE & RISER
PER DET ON RO-07
RIM 95"63 9a 01
12" IE Bg.-R&- (IN - S) 89.32
18" 1&49..46- (OUT-E) 8a64
12- IE "34 (W) (AB)
k
17 0
1❑0
2Tf82
R-393509
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY.
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
LANGSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
ROAD AND STORM DRAINAGE PROFILE
AS -BUILT
9/18/20
FlELOSOM
PAGE:
DIRMINO "0.
RP-02
SHEEP: 9 OF:27
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