HomeMy WebLinkAboutC4.01 Roadway Utilities Plan & Profile Sheet Notes: ��
1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C1.00. hN
'�' T H E
1 1 L A N D
1 3 1 Sewer Keynotes: # - G RO UP
1 PROPOSED DOMESTIC AND FIRE SERVICE STUBS TO PROPOSED 1 1. CONNECT TO EXISTING SSMH AND INSTALL KOR-N-SEAL BOOT. ADJUST
"BUILDING C". SEE BUILDING C PLANS FOR CONTINUATION, BY OTHERS. SSMH CHANNEL AS REQUIRED.
TlrL 8 1 2. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2/C1.01.
1 5 41-LF 4-IN C900 1
e a 3. INSTALL SEWER SERVICE PER ISPWC SD-511. CAP AND MARK STUB PER
6'PIRR 611PIRR 6"PIRR 6"PIRR 6"PIRR 6"PIRR 6"PIRR 6"PIRR 6"PIRR 6"PIRR 6"PIRR "PIRR 6"PIF CITY OF MERIDIAN SD-SW3.
47-LF 10-IN C900 ® j j
7 II 7 II Water Keynotes:
�8-LF 6-IN C900 d 8-LF 6-IN C900
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 1. LOCATE EXISTING WATER LINE IN THIS APPROXIMATE AREA. REMOVE
BLOW-OFF(EXISTING BLOW-OFF INSTALLED PER CITY OF MERIDIAN
12"W 2"W 12"W 12"W 12"W 12"W 12"W 12"W 12" 12"W 12"W
o il
235-LF 12-IN C900 5 2 4 197-LF 12-IN C900 5 1 1 SD-W13)AND EXTEND WATER MAIN.
I
W. Grand M og u I D r. I 2. INSTALL 1-12"CROSS (FLG), 1-12"ADAPTER (FLGxMJ), 1-12"GATE VALVE
1 16-LF 12-IN C900 O1 EX SSMH 18 1 z (FLGxMJ), 1-1 2 x10 REDUCER (FLG)AND 1-10 GATE VALVE (FLGxMJ),
LU �— y AND 1-12"x8" REDUCER (FLG)AND 1-8"GATE VALVE (FLGxMJ). TEE
77
400-LF OF 8-IN PVC AT 0.40% e=d'6 00 25+00 SSMH 19 224+00 8"SS 23+00 8"SS
8"SS W 8"SS 8"SS 8"SS 8"SS 8'SS 8"SS 8 SS W 3. INSTALL 2"BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN SUPPLEMENTAL y i SAN
ti 213-LF OF 8-IN PVC AT 0.40% 900 � ,� I
1 0� 5 2 0 11 DRAWING SD-W13.THRUST BLOCK AS REQUIRED.
`�Oo
o I 4. INSTALL 1-12"x4"TEE (MJxFLG), 1-4"GATE VALVE (FLGxMJ),THRUST
o
o � a
O I Q I O a U) 5. POTABLE WATER MAIN CROSSING-SEE WATER NOTE NO. 2/C0.00.
— 18"S 18"SD 18"SD 8"SD O I I I N Cn
i C I 18"SD 18"SD 8"Sp O i i z`D
sao LL I
z � 1 6. INSTALL 1-12"x12"TEE (FLG), 2-12"GATE VALVES (FLGxMJ), 1-12"
CD ADAPTER (FLGxMJ),THRUST BLOCK AS REQUIRED.
°O JCD ■
Qy LL_ J I I I 00 7. INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN SD-W8.
'IRR 6"PIRR 6"PIRR 6"PIRR 6"PIRR x N 6"PIRR r 6"PIRR 6"PIRR 6"PIRR 6"PIRR - 6"PIRR 6"PIRR ■�
PI
LO P� 1 8. CAP AND MARK WATER SERVICE STUB PER CITY OF MERIDAN SD-SW3
OFOR FUTURE CONTINUATION BY OTHERS. ■
1 I 12.i5 I SERVICE 01 1
"T'TYPE CLEAN-OUT PO 3 I o I 13 STA: 22+13.78, 52.00'L No
1 RIM: 2554.02
CITY OF MERDIAN SO S1 L_ — — _ — _ J 1
1 STA: 24+33.71, 58.00'L 30' PROPOSED CITY IE OUT: 2544.80, 6 IN PVC (N)) 1
RIM: 2553.61± UTILITY EASEMENT
1 IE OUT: 2544.91, 8-IN PVC (N) i 1
1 1 c ■
Roadway Utilities Plan & Profile 20' 40' _
Horizontal Scale: 1" = 20'
Roo cr)
400
O
CO)
NO
2564 2564 =
NO
W. Grand o ul Dr. : Sta. 21 +80 - 26+00
HORIZONTA SCALE: 1" := 20' . o
VERTICAL SCALE: 1" = 4' Rom o
2560 0 2560 CD C z
N
O Q
rn ■ 0
N W
W
C j N
m J
CD W
2556 2556
Revisions
1.
---- - ---- — ---- ————— ———— ----040°1---- — -- ---- ------ --- ---- ---- �`_— --�.70%
2552 �——— 2552
12-IN PVC CROSSING PROPOSED GROUND AT CENTERLINE
STORM DRAIN 8-IN PVC CROSSING
12-IN PVC CROSSIN
WATER MAIN G
STORM DRAIN
2548 2548
z
0 3
400-LF OF 8-IN PVC AT 0.40% O
213-LF OF 8-IN PVC AT 0.40% 2544
2544
SSMH 19
48-IN MH PER ISPWC SD-501
L
STA: 24+33.71, 6.00'L EX SSMH 18 ��$ZONA ENS
48-IN MH PER ISPWC SD-501 2540
2540 RIM: 2552.77±IE IN: 2544.70, 8-IN PVC (W) STA: 22+20.28,3.67'L 10961
IE IN: 2544.70, 8-IN PVC (S) RIM: 2552.24±
IE OUT: 2544.60, 8-IN PVC (E) IE IN: 2543.75, 8-IN PVC (W)
E IN PVC 8 ( )65 2543. , - \OP
EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION IE OUT: COO" 9TE OF
2536 AT CENTERLINE F AT CENTERLINE 2536 4`ONDES
_ _ _ _ _ _ 22 r
CT CT M LC) O (` CS) _ M N Lf') N N co M co Ln � Lf) m Lf) co CD r CD 1- co LIM O� �J 2�25
-_ co N C) CS) c0 ti f• co Lf) � co M N O CA C3) CD
N �vj N C7 M co M CO c7 co CO C� M N M N M N M N M N M N M N M N M N M N co N co N N N N N Project No.: 124186
LO Lo Lf) L, lf) Lf) Ln LC) LC) LO LS") lf) Ln lf) Ln LO LO lf) Ln lf) LS") LO LO LO LO LO LO X) LO LS") Ln Ln Ln LO L() U_"
3 LO LO LO LC) l!") LO LO LC) LO LC) U') Lf) U') LC) U') Lf) U') Lf) U') Lf) LO LO LO LO LO LO LO LO LO LO LO LO Lf) Lf) Lf7 Lf) Lf7 Lf) Lf) Lf) LO LO LO
N N N N N N N N N CV 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 N N N N N N Date of Issuance: 07-23-2025
Project Milestone: FINAL PLAT SUBMITTAL
26+00 25+00 24+00 23+00 22+00 21+80
Roadway Utilities Plan
& Profile
N E a
C4m01