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CON STRUCTIO DATE:
04-06-2023
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GENERAL UTILITY NOTES
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KEYED NOTES
c/) 1 . THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY \ \\ ��, RR \ \ ���\\R :� �%� PS / RELOCATE POWER POLE i'•.i \ a I I °
\ \ �\
ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL \ \ \ \ RR \ \ OUTSIDE OF 1. PROPOSED SEWER SERVICE
co EXISTING UTILITIES PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES \ �� \ �G�� ��Ps/ RIGHT-OF-WAY AND I I I I I= o
\ \ S GE E F_ i \ CONNECT TO EXISTING i• i I I I 2. PROPOSED DOUBLE WATER METER
o TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE \ \ \ R ��F_o SAS- AS Q
N OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND PROPOSED STORMWATER R R\ \ \ \ `= F_G_ - _ 2550 POWER I �1 /I I 3. PROPOSED SINGLE WATER METER
ALL UNDERGROUND UTILITIES. CALL DIGLINE AT 1-800-342-1585 A MINIMUM OF DETENTION BASIN , \, \ ----------------- I•sl I 4. PROPOSED STORM DRAIN
FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF \� \I\ I `\\ \ \ I•� p I =1 , /
UNDERGROUND UTILITIES. UNDERGROUND UTILITY LOCATION AND RR RR- IR - IRR IRR IRR- IRR- IRR- IRR IRR IRR IRR - IRR- IRR- IRR I 5. PROPOSED HYDRANT z z
VERIFICATION SHALL BE AN ONGOING PROCESS. WHERE CONFLICTING UTILITIES I I 1 I / I
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MAY BE PRESENT THE CONTRACTOR SHALL NOTIFY THE ENGINEER r��IRR RR 'P' RR J 0 0
PROPOSED IRRIGATION - - o - - _ R I I o w o W
IMMEDIATELY OF POTENTIAL CONFLICTS. THE DEPTH OF UTILITIES SHOWN ON o 4 3 ° Z z z 0
c -IRR IRR IRR IRR IRR-IRR-IRR-IRR IN
°, PUMPHOUSE R-IRR O�1 I I 0 < w =
THE PLANS ARE NOT KNOWN BUT ARE FOR GENERAL INFORMATIONAL EXTEND SIDEWALK ALONG N r
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PURPOSES ONLY. - - _ - 2551 - _ BLACK CAT ROAD FRONTAGE I g I a
_ - PRELIMINARY UTILITY PLAN
2. INSPECTION APPROVAL AND FINAL ACCEPTANCE OF ALL SEWER " II ° _ SCALE: 1" = 30'
CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR \ I I I I I a
o DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE I \ p
CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN / o so 60Feet Z
ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED \ i I I Q Z
CONSTRUCTION PLANS. ( Q
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c: 3. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE a
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' APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF
AGGREGATE BASE.
POWER NOTES SEWER NOTES o0
J 1. COORDINATE CONDUIT INSTALLATION AND TRANSFORMER INSTALLATION WITH 1. SEWER SERVICE SHALL BE INSTALLED PER SD-511A OF THE CITY OF THE ISPWC.
a 4. INSTALLATION OF GROUNDWATER DEWATERING SYSTEMS MAY BE REQUIRED I. J
TO FACILITATE THE CONSTRUCTION OF PROPOSED FACILITIES. GROUNDWATER CITY OF MERIDIAN. A TOTAL OF 280 LF OF 8 SDR 21 SEWER MAIN AND 490 LF OF 4 SEWER SERVICE Q W J
o SHALL BE INSTALLED. SEWER MAIN SHALL HAVE A MINIMUM OF 0.4% SLOPE. -
LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH AND GAS NOTES SEWER SERVICE SHALL HAVE A 2% SLOPE FROM THE UTILITY EASEMENT LINE TO J
0) STRUCTURE EXCAVATION DURING INSTALLATION. CONTRACTOR IS REQUIRED a
TO SECURE DEWATERING DISPOSAL SITES AND APPLICABLE AGENCY PERMITS. 1. COORDINATE GAS SERVICE CONNECTION WITH... THE SEWER MAIN.
0 DEWATERING PROCESS SHALL CONFORM TO SECTION 205 OF THE ISPWC. COMMUNICATION NOTES
WATER NOTES
2 5. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE 1. COORDINATE COMMUNICATION SERVICE CONNECTION WITH...
Q) CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS 1. COORDINATE WATER SERVICE INSTALLATION WITH THE CITY OF MERIDIAN.
CONSTRUCTION (ISPWC). 2. A TOTAL OF 590 LF OF 8" WATER MAIN AND 270 LF OF 1-1/2" WATER SERVICE PIPE PRESSURE IRRIGATION NOTES
SHALL BE INSTALLED PER THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE SHEET NO:
co 6. ALL TRENCHING AND PIPE INSTALLATION SHALL BE PER DETAIL x, SHEET CD-x.0. ISPWC IN CONJUNCTION WITH THE ISPWC. 1. PRESSURE IRRIGATION SYSTEM TO BE DESIGNED TO MEET THE NAMPA AND X-1 .0
MERIDIAN IRRIGATION DISTRICT (NMID) STANDARDS.
3. TERMINATE WATER MAIN WITH FIRE HYDRANT PER STANDARD DRAWINGS W8, W9,
7. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN DATE:
L PROPOSED NON-POTABLE WATER LINES AND ALL POTABLE WATER LINES. AND W11. 04-06-2023
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