20231010Exhibit C.pdf

3270
WTRWTR12" PI
CB-2
RIM:3267.55
12" W INV:3262.43
12" E INV:3262.33
CB-1
RIM:3267.31
12" E INV:3262.78
FES-1
12" W INV:3262.02
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N. McLeod Way
State Hwy 55
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12" PI
12" PI
BP
XFMR
BP
BPBP
BP
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FULL BUILD-OUT GYM
PHASE 2
2-STORY SCHOOL BUILDING
FFE = 3257.00
17,388 S.F.
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RIM:3257.77
8" N INV:3251.96
8" SE INV:3251.86
SMH-2
SAN DROP MH
(SEE DETAIL # SHEET C-400)
RIM:3256.36
8" NW INV:3250.59
8" SE INV:3238.20
ST
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38.2 L.F. of 12" STORM @ 0.05%
48.1 L.F. of 12" STORM @ 0.05%
34.2 L.F. of 12" STORM @ 0.05%
CB-3
RIM:3262.80
12" W INV:3254.04
12" SE INV:3254.03
CB-4
RIM:3262.57
12" E INV:3254.03
CB-6
RIM:3260.79
12" W INV:3254.02
12" E INV:3254.02
CB-5
RIM:3260.55
12" E INV:3254.04
CB-8
RIM:3257.82
12" S INV:3254.56
12" E INV:3254.56
CB-7
RIM:3257.81
12" N INV:3254.64
CB-10
RIM:3256.72
12" S INV:3252.63
12" N INV:3252.63
CB-9
RIM:3255.29
12" N INV:3252.69
FES-4
12" W INV:3252.50FES-3
12" W INV:3254.50
FES-2
12" W INV:3254.00
FES
12" NW INV:3254.00
ST-1
RIM:3257.74
12" S INV:3252.52
12" E INV:3252.52
WMWM
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C-300
CIVIL UTILITY
PLAN
PROJECT No.220728
DRAWN BY:
CHECKED:DSH
BIDS 04.26.23
ADDENDUM "A"05.03.23
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2325 Belmont Center Dr, Suite B
Belmont, Michigan 49306
ph: 616.458.5554
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PARADIGM DESIGN
4250 N Drinkwater Blvd, Suite 120
Scottsdale, AZ 85251
[phone]
www.paradigmae.com
|
Grand Rapids | Phoenix I Traverse City
ENGINEERSARCHITECTS
EXP: 1/31/24FIRM #: 3856
JOB #: 2301019PH
WILLIS M. HADLOCK Jr., P.E.
ID - REGISTRATION #15063
EXP. DATE 01/31/2025
NOT
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THIS
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0 40'80'
N
SEWER NOTES:
1.CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN
THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND
SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. SHEET
C-001.
2.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE
WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A
MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER
MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)
INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN
ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING
WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER
RULES (IDAPA 58.01.16). MIN HORIZONTAL SEPARATION BETWEEN POTABLE
WATER AND SEEPAGE BEDS IS 25' FEET.
3.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE
WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6)
FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE
WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL
SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH
SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS
(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA
58.01.16).
4.PLACE SEWER SERVICE LINES IN A 12" INCH DIAMETER WATER CLASS PIPE
SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT
FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES).
5.ALL MANHOLES ARE TO BE 48" TYPE 'A' STANDARD SEWER MANHOLE WITH 24"
FRAME PER ISPWC STD DWG SD-501.
6.ALL CATCH BASINS ARE TO BE INLET CATCH BASIN TYPE IV PER ISPWC STD DWG
SD-604.
7.ALL YARD DRAINS ARE TO BE NYLOPLAST DRAIN BASINS WITH STANDARD GRATE
PER DETAIL SHEET C-402
8.UTILITY TRENCHES SHALL CONFORM TO ISPWC STD DWG SD-301
GENERAL PRIVATE UTILITY NOTES:
1.PROPOSED PRIVATE UTILITY SERVICE AS SHOWN IS SCHEMATIC ONLY. ACTUAL
LOCATION TO BE COORDINATED WITH INDIVIDUAL UTILITY COMPANY AND
APPROVED BY OWNER.
2.CONTRACTOR SHALL COORDINATE LOCATION OF ALL PRIVATE UTILITIES (GAS,
ELECTRIC, PHONE, CABLE, ETC.) WITH THE LOCAL UTILITY COMPANIES AND THE
MECHANICAL DRAWINGS. COORDINATE ALL PRIVATE UTILITY LOCATIONS WITH
ALL SUB-SURFACE SITE UTILITIES SHOWN ON THIS PLAN.
GENERAL SANITARY SEWER NOTES:
1.SITE CONTRACTOR TO END SANITARY LATERAL 5' FROM BUILDING WITH A
CLEAN-OUT AND TEMPORARY CAP. COORDINATE CONNECTION WITH BUILDING
PLUMBING CONTRACTOR.
2.SANITARY SEWER LATERALS AND FITTINGS SHALL BE PVC PER ASTM D3034, SDR
35. JOINTS TO BE ELASTOMETRIC SEALS IN ACCORDANCE WITH ASTM F477.
3.MATERIALS, INSTALLATION, AND TESTING OF SANITARY SEWER SHALL CONFORM
TO ISPWC STANDARDS.
GENERAL WATER SERVICE NOTES:
4.SITE CONTRACTOR TO END WATER SERVICE(S) AT 5' FROM BUILDING WITH A
TEMPORARY CAP. COORDINATE CONNECTION WITH BUILDING PLUMBING
CONTRACTOR.
5.WATER MAIN AND FIRE SERVICE SHALL BE PVC PER AWWA 909, PRESSURE
CLASS 235, DR 18 PER ANSI/AWWA 909. JOINTS TO BE PUSH-ON TYPE JOINTS IN
INTEGRAL BELL ON SEPARATE SLEEVE COUPLINGS IN ACCORDANCE WITH ASTM
D3139.FITTINGS SHALL BE DUCTILE IRON PER ANSI/AWWA C110/A21.10,
PRESSURE CLASS 350.
6.DOMESTIC SERVICE SHALL BE COPPER, TYPE K, ANNEALED AND SOFT TEMPER
PER ASTM B-88. FITTINGS SHALL CONFORM TO ASTM B-88.
7.MINIMUM DEPTH OF BURY SHALL BE 5'.
8.MATERIALS, INSTALLATION, AND TESTING OF WATER SERVICE LINES SHALL
CONFORM TO ACHD STANDARDS AND THE STATE PLUMBING CODE.
GENERAL STORM SEWER NOTES:
1.SITE CONTRACTOR TO END STORM CONNECTION 5' FROM BUILDING WITH A TEMPORARY CAP. COORDINATE
CONNECTION WITH BUILDING PLUMBING CONTRACTOR.
2.STORM SEWER PIPE SHALL BE HDPE, UNLESS OTHERWISE NOTED.
3.ROOF DRAIN PIPE OR PIPE INDICATED TO BE PVC SHALL MEET THE REQUIREMENTS OF ASTM D3034, SDR35.
JOINTS TO BE ELASTOMERIC SEALS IN ACCORDANCE WITH ASTM F477.
4.MATERIALS, INSTALLATION, AND TESTING OF THE STORM SEWER SYSTEM SHALL CONFORM TO ACHD
STANDARDS.
5.UTILITY TRENCHES SHALL CONFORM TO ISPWC STD DWG SD-301.
WATER NOTES:
1.CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE “IDAHO RULES FOR PUBLIC DRINKING
WATER SYSTEMS (IDAPA 58.01.08)”.
2.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NO-POTABLE WATER MAINS (SANITARY SEWER, STORM
DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND
NO-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING
SHALL BE CONSTRUCTED WIN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER
SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
3.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS
SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER
MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE
CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA
58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS
AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACT OR SHALL COORDINATE WITH
THE PUBLIC WORKS INSPECTOR.
5.ALL FITTINGS, VALVES, AND HYDRANTS TO BE RESTRAINED BY THRUST BLOCK PER ISPWC SD-403.
6.WATER METERS TO BE INSTALLED PER VEOLIA STD DWG.
7.UTILITY TRENCHES SHALL CONFORM TO ISPWC STD DWG SD-301
PROPOSED LEGEND
CO
SIGN
MANHOLECATCH BASIN
HYDRANT WATER VALVE
FLARED END SECTION
45° BEND WYE
CLEAN OUT
TEE
LIGHT POLE WITH BASE
DITCH
FENCE
SANITARY SEWER
STORM SEWER
NATURAL GASGG
22.5° BEND
CENTER LINE
LANDSCAPE CURB
STANDARD CURB & GUTTER
BP
FDC
LANDING AREA
SIDEWALK RAMP
WM
GM
XFMR
BUMP POST
BUMPER BLOCK
FIRE DEPARTMENT CONNECTION
THRUST BLOCK
TAPPING SLEEVE
TRANSFORMERWATER METER
GAS METER REDUCER
PROPERTY LINE
POND / BASIN
WATER MAIN
HEAVY DUTY BITUMINOUS
STANDARD DUTY BITUMINOUS
CONCRETE PAVEMENT (DETAIL # / C-400)
CONCRETE SIDEWALK (DETAIL # / C-400)
GRAVEL
GENERAL KEYNOTES:
FV FIELD VERIFY SIZE, LOCATION, AND DEPTH OF UTILITY.
XP EXISTING ITEM TO REMAIN. PROTECT FROM
CONSTRUCTION ACTIVITIES.
18"MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN
WATER MAIN AND SOURCE OF CONTAMINATION.
CU CAUTION - CRITICAL UTILITY (WATER, FIBER, TELEPHONE)
HF HAZARDOUS OR FLAMMABLE MATERIAL (GAS, OIL, ELECTRIC)
UC UTILITY CONFLICT. CONTRACTOR TO COORDINATE
CONSTRUCTION ACTIVITIES WITH AFFECTED UTILITY.
AFFECTED UTILITY MAY NEED TO BE TEMPORARILY
SUPPORTED, TEMPORARILY DISCONNECTED, OR
RECONSTRUCTED TO NEW PLAN AND GRADE.
90° BEND
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY
AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE
CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY
THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS
SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
STRUCTURE AND UTILITY TABLE:
SANITARY STRUCTURES AND PIPE LENGTH
SAN MH 3 EA.
SAN PVC PIPE 6"500 FT.
GREASE INTERCEPTOR 1 EA.
STORM STRUCTURES AND PIPE LENGTH
STM CB 8 EA.
STM PVC PIPE 12"1175 FT.
STM RCP 12"130 FT.
ROOF DRAIN 100 FT.
WATERMAIN AND WATER SERVICE
PVC PIPE 8" 2150 FT
PVC PIPE 6" 100 FT
PVC PIPE 4" 25 FT.
PVC PIPE 3" 75 FT.
LENGTHS ARE APPROXIMATE. CONTRACTOR TO VERIFY.
CONTRACTOR TO
CORE AND BOOT EXISTING
SANITARY MANHOLE
6" NW INV: 3236.52
CONTRACTOR TO DIRECTIONAL BORE
PROPOSED 6" SANITARY SEWER
BELOW CREEK BED.
BORE PITS MUST REMAIN OUTSIDE
OF WETLAND BOUNDARY.
INSTALL GREASE
INTERCEPTOR
(PER DETAIL A / P1.0)
1 EA - WYE, 4 INCH BY 6 INCH
1 EA - CLEAN OUT, 6 INCH
(SEE DETAIL #, C-400)
BUILDING FDC CONNECTION
COORDINATE WITH BUILDING
PLUMBER INSTALL WATER RISER
(SEE DETAIL #, C-400)
XP
XP
HF
UC
ROOF DRAIN CONNECTION
(SEE PLUMBING PLAN
FOR DETAIL)
ROOF DRAIN
CONNECTION
(SEE PLUMBING
PLAN FOR DETAIL)
ROOF DRAIN CONNECTION
(SEE PLUMBING PLANS
FOR DETAIL)
FUTURE CONNECTION AREA
FOR ONSITE IRRIGATION LINE.
SERVICE SIZE AND METER SIZE
TO BE COORDINATE WITH
IRRIGATION CONTRACTOR
145
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CONTRACTOR TO DIRECTIONAL BORE
PROPOSED WATER PIPES BELOW
CREEK BED. BORED WATER PIPE
MATERIAL SHALL BE HDPE.
BORE PITS MUST REMAIN OUTSIDE OF
WETLAND BOUNDARY.
FIRE HYD LOOP 8 INCH C-900
FIRE SUPPRESSION 6 INCH C-900
DOMESTIC SERVICE 4 INCH C-900
FIRE HYD LOOP 8 INCH C-900
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12"
CURB STO
P
(TYPICAL)
1 EA. 2" METER
24"
4" TEE
DOMESTIC WATER METER BLOW UP PLAN
SCALE = N.T.S.
1
C-300
2" 90°
BEND2" 90°
BEND
NOTE: REFER TO SERVICE
CONNECTION DETAILS ON
SHEET C-402
1
C-300
4" DOMESTIC
6" FIRE SUPPRESSION
CONNECT WATERMAIN
TO EXISTING 12" STUB
20' PUBLIC WATERMAIN
EASEMENT TO VEOLIA
PRIVATE WATER PIPE
SHOWN IN BLUE
10'
20'
PUBLIC WATER MAIN
SHOWN IN CYAN
12
"

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PUBLIC WATER EASEMENT BOUNDARY
8" VALVE
6" VALVE
END PUBLIC LINE WITH
VALVE AND HYDRANT
ASSEMBLY
VALVE AND HYDRANT
ASSEMBLY
REDUCER