HomeMy WebLinkAboutPublic Utility Plan SSMH: SSMH � SSMH Sheet Notes ''�
= THE
RIM:2551 VC RIM: 2551.17 ' LAND
1 W 12 W 12 W RIM:2548.01 V 12 W 12 W 12 W 12"W - "W 12"W 12"W 12"W 12"W
(E-W)12"PVC EX SSMH 02 (E-W)15"PVC (E-W) PVC .
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0 CL-CHANNEL: 2533.28' c (S) 8"PVC 277-LF OF 15-IN PVC AT 0.27% 2 CL-CHANNEL: 2531.77' 1. CONCEPTUAL UTILITIES ARE SHOWN TO INDICATE ONE POSSIBLE METHOD BY WHICH UTILITIES CAN BE GROUP
15"SS 15"SS 15"SS 15"55 15"SS 15"SS 15"SS +- CL-CHANNEL: 2532.52' 15"SS 15"SS 1 "SS 15"SS 15"SS 15"SS S SUPPLIED TO THE PROJECT. UTILITIES ARE PRELIMINARY AND SCHEMATIC IN NATURE. CHANGES SHOULD
o BE ANTICIPATED AS THE PROJECT DESIGN IS FURTHER DEVELOPED.
W. Franklin Rd.
2533.95' - - - - - - - - _ _ 3 ¢ EX SSMH 01 2. ALL UTILITIES FOR THE PROJECT WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE
�E� - co CURRENT REQUIREMENTS OF THE UTILITY PROVIDER, INCLUDING CITY OF MERIDIAN, IDAHO POWER,
`� z 1 INTERMOUNTAIN GAS,AND OTHERS. IMPROVEMENTS WILL BE CONSTRUCTED PER THE IDAHO STANDARDS
r IRR R oo- FOR PUBLIC WORKS CONSTRUCTION,AND THE CITY OF MERIDIAN SUPPLEMENTAL STANDARDS.
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- 3. PROPOSED EASEMENTS FOR PUBLIC UTILITIES ARE SHOWN CONCEPTUALLY.ACTUAL EASEMENT
o -- ------ IR LOCATIONS WILL BE PROVIDED BASED ON FINAL UTILITY DESIGN AS REVIEWED AND APPROVED BY
_ - J 20-LF 8-IN C900 _
r I J 171-LF 8-IN C900 8„W o I AGENCIES HAVING JURISDICTION.
— - -
�2 SSMH 04 18"SS T
- 171-LF C12+OO-)VC AT 0.40%_ - - - - - J RIM:
o r RIM: 2550.37 Water Keynotes:
- -
+ L o z SSMH 03 2 SUMP:2549.05' Y
T o w 1. LOCATE AND CONNECT TO EXISTING 8-IN WATER MAIN STUB.
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Cn Cn 1.1. LOCATE AND CONNECT TO 12-IN WATER MAIN STUB, PROPOSED BY OTHERS.
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C I a _ I 2. EXISTING FIRE HYDRANT. PRESERVE AND PROTECT.
CD COo = 2.1. FIRE HYDRANT, PROPOSED BY OTHERS.
Building A Q of Building B 3. PROPOSED FIRE HYDRANT.
269000-SF I z1 269000-SF 4. PROPOSED BLOW-OFF.
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❑2 SSMH 05 I L 294-LF 8-IN C900 1. LOCATE AND CONNECT TO EXISTING 8-IN SEWER MAIN STUB.
- I CL ��- - - 81W - - - - - - - - 8,W - - - gW
- - - _- - - - - - - - J 2. INSTALL 48-IN SEWER MANHOLE.
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Project No.: 125045.00
Date of Issuance: 10-27-2025
3 * Project Milestone: ENTITLEMENTS
Entitlement
1 1
o — — — — — — — — — — — — — — — — — — — — — — — — — — — ——— — — ——— — ——— — —— — — — — — — — — — —— — — —— — — — — — — — — — — — — —— — — —— — — — — — — —— - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - -- - - -- - - � Concept Public Utility
EntitlementmConcept Public UtilityPlan - O 50 100 Plan
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€ Horizontal Scale: 1" = 50' C200
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2553 - 2553 sewer Keynotes: �0 � ,.*= T H E
NORTH-SOUTH SEWER: Sta. 9+60 18+00 Y
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HORIZONTAL SCALE. . 50 1. LOCATE AND CONNECT TO EXISTING 8-IN SEWER MAIN STUB. .
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VERTICAL SCA : 1" = 5' 2. INSTALL 48-IN SEWER MANHOLE. �
GROUP
2550 / + — —— — 2550
/ FINISHED GRADE AT —
PROPOSED CENTERLINE
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2547 2547
\� --- — — -------———— ———— -- - ——————————
2544 EXISTING GRADE AT 2544
PROPOSED CENTERLINE
2541 2541
2538 2538
1 256-LF OF 8-IN PVC AT 0.40%
2535 200-LF OF 8-IN PVC AT 0.40% a
171-LF OF 8-IN PVC AT 0.40% SSMH 06 2535
48-IN MH PER ISPWC SD-501
108-LF OF 8-IN PVC AT 0.40% ❑
2 SSMH 05 STA: 17+35.26, 0.00'
48-IN MH PER ISPWC SD-501 RIM: 2545.99±
SSMH 04 STA: 14+78.98, 0.00' IE IN: 2536.49, 8-IN PVC (S)
2532 SSMH 03 48-IN MH PER ISPWC SD-501 RIM: 2545.02± IE OUT: 2536.39, 8-IN PVC (N) 2532
48-IN MH PER ISPWC SD-501 STA: 12+79.02, 0.00' IE IN: 2535.37, 8-IN PVC (S)
EX SSMH 02 STA: 11+08.07, 0.00' RIM: 2550.20±
IE OUT: 2535.27, 8-IN PVC (N)
48-IN MH PER ISPWC SD-501 RIM: 2549.73± IE IN: 2534.47, 8-IN PVC (S)
STA: 10+00, 0.00' IE OUT: 2534.37, 8-IN PVC (E)
RIM: 2551.44± IE IN: 2533.69, 8-IN PVC (W)
IE OUT: 2533.59, 8-IN PVC (N) 2529
2529 IE IN: 2533.15, 8-IN PVC (S)
IE OUT: 2532.57, 15-IN PVC (E)
2526 2526
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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 N N N N N N N N N N N N N N N N N N N N N N N N
9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00
2553 2553
NORTH-SOUTH SEWER: Sta. 16+80 - 22+20
HORIZONTAL SCALE: 1" = 50' Mo
VERTICAL SCALE: 1" = 5'
0
2550 2550
FINISHED GRADE AT
PROPOSED CENTERLINE Q
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2547 _---- -------------- --------- ------ ----------------------- ., - ----- 2547
EXISTING GRADE AT
2544 PROPOSED CENTERLINE 2544
2541 2541
2538 ° I 2538
400-LF OF 8-IN PVC AT 0.40%
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SSMH 07
48-IN MH PER ISPWC SD-501
FI 22 STA: 21+35.26, 0.00'
2535 SSMH 06 RIM: 2547.25± 2535
48-IN MH PER ISPWC SD-501 IE IN: 2538.19, 8-IN PVC (E)
STA: 17+35.26, 0.00' IE IN: 2538.19, 8-IN PVC (W) =
RIM: 2545.99± IE OUT: 2538.09, 8-IN PVC (N) Cc
IE IN: 2536.49, 8-IN PVC (S)
2532 IE OUT: 2536.39, 8-IN PVC (N) 2532 � mime
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COLLECTOR: Sta. 35+90 - 45+60
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2550 CD W PROPOSED CENTERLINE 2550
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2547 —— _-
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PROPOSED CENTERLINE N 2544
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Li 368-LF OF 8-IN PVC AT 0.40% 290-LF OF 8-IN PVC AT 0.60% ❑
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2538 SSMH 09 SSMH 08 2538
48-IN MH PER ISPWC SD-501 ❑ 48-IN MH PER ISPWC SD-501 iR
STA: 37+43.68, 6.00'R 2 STA: 44+02.33, 6.001R
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RIM: 2548.10± SSMH 07 RIM: 2547.17±
IE OUT: 2539.66, 8-IN PVC (E) 48-IN MH PER ISPWC SD-501 IE OUT: 2539.93, 8 IN PVC (W) CONSTRUCTION
STA:41 2535 RIM: 2547125$ 6.00'R 2535 Project No.: 125045.00
IE IN: 2538.19, 8-IN PVC (E) Date of Issuance: 10-27-2025
3 IE IN: 2538.19, 8-IN PVC (W) Project Milestone: ENTITLEMENTS
IE OUT: 2538.09, 8-IN PVC (N) Entitlement
2532 2532 Concept Public Utility
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- 35+9(B6+00 36+30 36+60 36+90 37+20 37+50 37+80 38+10 38+40 38+70 39+00 39+30 39+60 39+90 40+20 40+50 40+80 41+10 41+40 41+70 42+00 42+30 42+60 42+90 43+20 43+50 43+80 44+10 44+40 44+70 45+00 45+30 45+60 C250