HomeMy WebLinkAboutC4.02 Roadway Utilities Plan & Profile Sheet Notes: ��
1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C1.00. hN
'�' T H E
20'PROPOSED CITY .
1 WATER EASEMENT 1 Sewer Keynotes: # GROUP
1 1. CONNECT TO EXISTING SSMH AND INSTALL KOR-N-SEAL BOOT. ADJUST
3 SSMH CHANNEL AS REQUIRED.
2. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2/C1.01.
EP
d " 3. INSTALL SEWER SERVICE PER ISPWC SD-511. CAP AND MARK STUB PER
1 X' 6"PIRR x "PIRR x 6"PIRR 6"PIRR 611PIRR CITY OF MERIDIAN SD-SW3.
46-LF 12-IN C900 7
1 8-LF 6-IN C900 Water Keynotes: #
13� R/W FKW R/W R/W R/IN— 1. LOCATE EXISTING WATER LINE IN THIS APPROXIMATE AREA. REMOVE
3 �,x ° BLOW OFF(EXISTING BLOW OFF INSTALLED PER CITY OF MERIDIAN
T ° 12"W 12"W 19"W 12"W '2"W — 12"W — SD-W13)AND EXTEND WATER MAIN.
1 85-LF 12-IN C900 68-LF 12-IN C900
y I ��T :. 6 0 2. INSTALL 1-12"CROSS (FLG), 1-12"ADAPTER (FLGxMJ), 1-12"GATE VALVE
21' °�
1 a.� (FLGxMJ), 1-12"x10"REDUCER (FLG)AND 1-10"GATE VALVE (FLGxMJ),
I.U :Q`� a ° °a ° �2' — — — — —� — — — — W — — AND 1-12"x8" REDUCER (FLG)AND 1-8"GATE VALVE (FLGxMJ). r
o ° 8 00 27+00 400-LF OF 8-IN PVC AT 0.40% =
1 SAN 26 8 8 SS 8 SS 8 SS 8 SS 8 SS W 8"SS 3. INSTALL 2"BLOW OFF ASSEMBLY PER CITY OF MERIDIAN SUPPLEMENTAL y
° co
LU
CONSTRUCT GRAVEL ACCESS ROAD DRAWING SD-W13.THRUST BLOCK AS REQUIRED.
Mogul Dr 1
34' PER CITY OF MERIDIAN DETAIL G-2 W Grand 4. INSTALL 1-12"x4"TEE (MJxFLG), 14"GATE VALVE (FLGxMJ),THRUST
1 BLOCK AS REQUIRED.
SSMH 20 --
1 5. POTABLE WATER MAIN CROSSING-SEE WATER NOTE NO. 2/C0.00.
18"SD 1 "SD 18"SD 18"S — 18"SD 18"SD 6. INSTALL 1-12"x12"TEE (FLG), 2-12"GATE VALVES (FLGxMJ), 1-12" Q
ADAPTER (FLGxMJ),THRUST BLOCK AS REQUIRED. ■�
7. INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN SD-W8.
1 X 6 PIRR 6 PIRR 6 PIRR 6 PIRR 6 PIRR 1 6 PIRR
8. CAP AND MARK WATER SERVICE STUB PER CITY OF MERIDAN SD-SW3
FOR FUTURE CONTINUATION BY OTHERS. ■
1 1 �
1 1 �
1 1 y
1 1 �
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Roadway Utilities Plan & Profile 20' 40' _
cc
Horizontal Scale: 1" = 20'
—
Roo cr)
O
y
2564 2564
W. 9
Grand Mo ul Dr. : Sta. 26+00 - 28+60 = _
HORIZONTAL SCALE: 1" = 20' o
VERTICAL SCALE: 1" = 4' o
2560 2560 CD C z
Q
■ o
W
w
2556 2556 �
PROPOSED GROUND AT ENTERLINE Revisions
0.40% 1
2552 ---- -------- ---- 2552
EXISTINC GROUND AT CENTERLINE
2548 2548
400-LF OF 8-IN PVC AT 0.40%
SSMH 20
2544 2544
48-IN MH PER ISPWC SD-501
STA: 28+33.71, 6.001L
RIM: 2554.57±
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IE IN: 2546.40, 8-IN PVC (W) (BLOCKOUT) ONAL
2540 IE OUT: 2546.30, 8-IN PVC (E) 2540
10961
EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION J�9TE OF \oPXX
2536 AT CENTERLINE F AT CENTERLINE 2536 soND �
M M co U CO I- CO 0 ti co M u') M � M 6�
Lf7 V M M N O m W I` CO LC') f'J
N N N N N N T N N N N N N N N
n n v � � � LO �O v �O v � LO � LO Ln M �n �n M �' �' �O M Project No.: 124186
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N N N N N N N N N N N N N N N N N N N N N N N N N N N N Date of Issuance: 07-23-2025
Project Milestone: FINAL PLAT SUBMITTAL
28+60 28+00 27+00 26+00
Roadway Utilities Plan
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& Profile
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