PZ - Site Utility Plan Sheet Notes: gxl .2
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"W 12"W 12"Vk 12"W 12"W 12"W 12"W 1. THE CONTRACTOR SHALL BRING ANY CONFLICTS TO THE ATTENTION OF THE LAND2
7 1 12"W PROJECT ENGINEER PRIOR TO PROCEEDING WITH THE WORK. . E
N 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN - GROUp PROGRESS
APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO TLG PN1120123 o SET
CODE CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE w
PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
N ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR
E. VILLAGE DRIVE (PUBLIC) AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND
S PRESERVE ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE
8"SS 8"SS 8"SS 8"SS 81ISS
APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT .2 PRINTED DATE
o LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.Cn
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�' T 12.10.2020
"' 3. HORIZONTAL LAY LENGTHS OF MAIN LINES AND SERVICES ARE SHOWN FOR
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- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REFERENCE ONLY AND MAY VARY FROM ACTUAL INSTALLED LENGTH.
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3 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST a
°C D SD SD - - - - EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL N
2 D D D D SD SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.THRUST o
BLOCKING SHALL BE CONSTRUCTED PER ISPWC SD-403. s
- - _ 1 _ 6 _
- - APPROX. IE:2621.87 11-LF 6-IN C900 _ _ _ _ _
UG 7 �1 =92-LF OF 4-IN PVC AT 2.00% JJG� - - - " °- - - - - - - - 5. FINAL CONNECTION TO CIVIL/UTILITY/SITE SYSTEMS ARE BY BUILDING
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- - - - - - - - - - CONTRACTOR. SITE CONTRACTOR WILL BRING PIPING TO 5'-0"OF BUILDING w O
/ W",R 2 (EXCEPT AS SPECIFICALLY NOTED OTHERWISE). m N
G G G G G IE: 2622.10 �F I � 0 I N a� E
3 SO, OF4,11V 1 I 6. ALL WATER MAIN LINES SHALL BE ANSI/AWWA C900 OR C909 CLASS 150, x o
p�C I DR18 PVC. o ui
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® \ 7. ALL WATER SERVICE LINES SHALL BE ANSI/AWWA C901 CLASS 150, DR7 E 0 °�
125-LF OF 4-IN PVC AT 2.00% 3 O \ POLYETHYLENE (PE) OR ANSI/AWWA C900 CLASS 150, DR18 PVC WHERE C
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NOTED. oo
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I o 4 IE: 2625.93 2
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. 4-IN PVC I
I I o 4 IE: 2623.72 IE: 2623.11 O \ 8. BOTH DOMESTIC AND FIRE SERVICE LINES REQUIRE A BACKFLOW PREVENTION
\\ DEVICE AT THE POINT OF ENTRY TO ANY BUILDING.THE TYPE OF DEVICE IS m .
IE: 2623.44 I CONTINGENT UPON THE DEGREE OF HAZARD. T °
c E I Sewer Keynotes: �� o Y 3
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3 4 I I 1. CONNECT TO EXISTING SANITARY SEWER STUB. CONTRACTOR SHALL VERIFY 0Li
-
I I SUITABILITY OF CONNECTION PRIOR TO CONSTRUCTION AND CONFIRM SLOPES
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ARE ACHIEVABLE. BRING ANY DISCREPANCIES TO ENGINEER.
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2. INSTALL 2500-GALLON GREASE INTERCEPTOR PER MECHANICAL PLAN. N o
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mw 3. INSTALL STANDARD 4-IN CLEAN-OUT PER ISPWC SD-506A.
W ® ° i 4. COORDINATE WITH BUILDING MECHANICAL FOR CONTINUATION INTO BUILDING. E Q
12�SD 12 SD I Water Keynotes: �0
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�- IFF2628.20 o D SD SD SO SD SD
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1. CONNECT TO EXISTING WATER METER, CONFIRM SUITABILITY OF CONNECTION N
PRIOR TO COMMENCING CONSTRUCTION, BRING ANY DISCREPANCIES TO
O ® I ENGINEER.
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8 I 2. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8.
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3. CONNECT TO EXISTING HYDRANT LATERAL, PROVIDE AND INSTALL FITTINGS
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4 I AS REQUIRED. C(
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4. COORDINATE WITH BUILDING MECHANICAL FOR CONTINUATION INTO BUILDING.
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2 5. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF POTABLE AND o 00
NON-POTABLE WATER LINES PER ISPWC SD-407 AND CITY OF MERIDIAN
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STANDARD WATER NOTE NO. 3, REFER TO SHEET C0.00. IF SEPARATION IS NOT
ACHIEVABLE, SLEEVE FIRE SERVICE AND DOMESTIC SERVICE LINES PER CITY
J OF MERIDIAN SD SW1 &SW2 CIO
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;0 ■� ■ I // 6. CONNECT TO EXISTING WATER STUB FOR FIRE SERVICE CONNECTION. W
COORDINATE PIPE SIZE WITH FIRE SPRINKLER CONTRACTOR. Ill Q
/ o CIOo ■ // 7. INSTALL X"90'BEND AND THRUST BLOCK PER ISPWC SD-403. J
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' ® / 8. COORDINATE WITH BUILDING MECHANICAL FOR CONTINUATION AND FIRE a M
/I SPRINKLER CONTRACTOR FOR FIRE SERVICE SIZING.I I �
9. INSTALL BUILDING-MOUNTED FIRE DEPARTMENT CONNECTION. COORDINATE
2 I WITH BUILDING MECHANICAL AND FIRE SPRINKLER DESIGNER FOR o
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REQUIREMENTS. °
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- - I Dry Utility Keynotes:
2"SD
12"SD D D 1. EXISTING ELECTRICAL TRANSFORMER LOCATION. COORDINATE ELECTRICAL
F ROUTING WITH IDAHO POWER AND SITE ELECTRICAL PLAN. `
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N CHRONOLOGY
° I 2. SITE LUMINAIRE. SEE ELECTRICAL PLANS FOR MORE INFORMATION.
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_ ° I `" 3. GAS METER PACK. COORDINATE WITH BUILDING MECHANICAL AND
INTERMOUNTAIN GAS FOR MORE INFORMATION. N
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° I 4. CONNECT TO EXISTING GAS STUB, SERVICE PIPE ROUTING SHOWN ONLY a
° I o CONCEPTUALLY. COORDINATE WITH BUILDING MECHANICAL AND o
"' INTERMOUNTAIN GAS FOR MATERIAL, SIZING AND CONSTRUCTION OF PIPE.
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PROJECT NO
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C SITE UTILITY PLAN
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CUP - Conce tual En ineerin Plan
p g g o 20 40 3 C5.00
Horizontal Scale: 1" = 20'