HomeMy WebLinkAboutSD20_WATER PLAN GRAPHIC SCALE IN FEET
—ALL 0 15 30 60
NORTH
1"=30'@ 24"x36"
LEGEND
W EXISTING WATER LINE
w PROPOSED WATER LINE
ss EXISTING SANITARY SEWER LINE
So EXISTING STORM LINE
PROPOSED STORM LINE
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STA:7+10.84 WATER LINE 1
CONNECT TO EXISTING O
12"PVC WATER MAIN I STA:6+40.95 WATERLINE 1
CONTRACTOR TO VERIFY INSTALL: =Tm
EXACT HORIZONTAL AND VERTICAL cif 4-45°VERTICAL BENDS
LOCATION OF 12"EXISTING LINE 18"MIN VERTICAL WINCO WELLS w
INSTALL: I SEPARATION SUBDIVISION NO.2
1 -12"X 8"CUT IN TEE ON EXISTING MAIN _ STA:6+31.58 WATER LINE 1
1 -12"GATE VALVE ON EXISTING MAIN — ———
INSTALL:
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1 -22.5°BEND
EX. IRRIGATION METER 79 LF OF 8"PVC
TO BE RELOACTED b $W STA.5+67.47 WATER LINE 1
A DRIVE 7+11_7+00 64<FOFB,. INSTALL:
AV 1 -11.25°BEND
MINIMUM 18"VERTICAL \ sxpp C
SEPARATION
INSTALL: \
EX. IRRIGATION LINE 1 -45°BEND N
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64 STA:5+03.40 WATER LINE 1 _
INSTALL:
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— \ 88- 1 -11.25'BEND STA:4+43.40 WATER LINE 1 STA:4+00.06 WATER LINE 1 STA:3+00.00 WATER LINE 1 STA: 1+00.00 WATER LINE 1
\N C INSTALL: INSTALL: INSTALL: CONNECT TO EXISTING
1 -22.5°BEND 1 -8"X 8"TEE
INSTALL: � 1 -8"X 8"TEE 8"WATER LINE
1 -45°BEND INSTALL: \ 2-8"GATE VALVES 2-8"GATE VALVES CONTRACTOR TO VERIFY
1-IRRIGATION METER 15 LF OF 8"PVC 45 LF OF 8"PVC HORIZONATAL AND VERTICAL
S*p 6p�F _ _ 1 -8"STUB 1 -8"STUB LOCATION OF EXISTING 8"LINE
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43 LF OF 8 PVC 80 LF OF 8"PVC 200 LF OF 8"PVC Z
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4+00 Z!D 3+00 0 PROP. 8" WATER LINE 2+00 0 1+00
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(MIN.4' COVER) Q SS �i O
` 20 LF OF 8"PVC I >W 0
STA:3+80.06 WATER LINE 1 > —
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15 LF OF 6"PVC + N / — —
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b ¢ ❑z 1. A 5-FOOT CLEARANCE SHALL BE MAINTAINED AROUND ALL FIRE HYDRANTS. U d
w j 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED APPURTENANCES TO
0 a? MATCH FINISHED GRADE.
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O 3. CONTRACTOR SHALL LOWER WATER AS REQUIRED TO ACCOMMODATE PROPOSED p L
w 3 STORM CROSSINGS. REFERENCE ISPWC STANDARD DETAIL SD-407 FOR VERTICAL O
p° o SEPARATION REQUIREMENTS.
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a N z F 4. TOP OF WATER MAINS SHALL BE A MINIMUM DEPTH OF 5'UNDER FINISHED GRADE. o H w
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aa o 5. WATER MAINS SHALL BE PVC C-900 DR 14,EXCEPT WHEN OTHERWISE NOTED. Q Q
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w =0 6. PIPE EMBEDMENT SHALL BE PER ISPWC STANDARD DETAIL,SD-301. p o
a 3¢ 7. WATER SERVICE CONNECTIONS TO BE CONSTRUCTED PER CITY OF MERIDIAN 2013 H ■�
w o ce m SUPPLEMENTAL SPECIFICATIONS TO THE IDAHO STANDARDS FOR PUBLIC WORKS o � a z
� m z CAUTION:NOTICE TO CONTRACTOR z
O xIN CONSTRUCTION STANDARD DRAWING NO.W4. , w w
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING
a o 8. GATE VALVES TO BE CONSTRUCTED PER CITY OF MERIDIAN 2013 SUPPLEMENTAL
UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES
F SPECIFICATIONS TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION
z AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
q ° STANDARD DRAWING NO.W11. SHEET
co w ¢ ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION
Ln q a < CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD20
w w z o 0 9. DIMENSIONS PROVIDED ARE FROM CENTER OF PIPE TO LIP OF GUTTER OR FROM
w �D o Know what's below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
CENTER OF PIPE TO CENTER OF PIPE. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
Q F Call before you dig.