20 BOULDER CRESCENT, SUITE 110 PHONE: 719.955...CIVIL CONSULTANTS, INC. 20 BOULDER CRESCENT, SUITE...
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C I V I L CONSULTANTS , I NC . 20 BOULDER CRESCENT, SUITE 110 COLORADO SPRINGS, CO 80903 PHONE: 719.955.5485 · · · · · ·
Transcript of 20 BOULDER CRESCENT, SUITE 110 PHONE: 719.955...CIVIL CONSULTANTS, INC. 20 BOULDER CRESCENT, SUITE...
CIVIL CONSULTANTS, INC.
20 BOULDER CRESCENT, SUITE 110COLORADO SPRINGS, CO 80903PHONE: 719.955.5485
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24' CONC
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FUTURE MARKSHEFFEL ROAD
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EX STERLING RANCH ROAD
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EXIST VOLLMER ROAD
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EX BEAVERHEAD CIRCLE
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EXIST ALZADA DRIVE
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EXIST BYNUM DRIVE
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8" PVC WATER (PVT)
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8" PVC SAN SEW (PVT)
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8" PVC WATER (PVT)
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8" PVC SAN SEW (PVT)
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8" PVC SAN SEW (PVT)
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8" PVC WATER (PVT)
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8" PVC SAN SEW (PVT)
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FUTURE VOLLMER ROAD
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EXIST MARKSHEFFEL ROAD
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8" PVC SAN SEW (PVT)
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8" PVC WATER (PVT)
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8" PVC SAN SEW (PVT)
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8" PVC WATER (PVT)
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8" PVC
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EX 8" PVC WATER
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EX 8" PVC SAN SEW
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EX 8" PVC WATER
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EX 8" PVC SAN SEW
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EX 12" PVC WATER
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EX 8" PVC SAN SEW
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EX 12" PVC WATER
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EX 8" PVC SAN SEW
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50' UTILITY ESMT
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50' UTILITY ESMT
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50' UTILITY ESMT
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50' UTILITY ESMT
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50' UTILITY ESMT
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24' CONC
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24' CONC
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24' CONC
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24' CONC
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24' CONC
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24' CONC
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PROP FH
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PROP FH
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PROP FH
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PROP FH
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PROP FH
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PROP FH
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10' D-9 INLET
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30"ADS STORM (PVT)
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8" PVC SAN SEW
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MANHOLE INSTALLED TO CONNECT TO EX 8" PVC SYSTEM
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15' UT ESMT
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CONNECT TO EX WTR STUB
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CONNECT TO EX WTR STUB
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10' D-9 INLET
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AREA INLET W/BEEHIVE CAP
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10' D-9 INLET
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AREA INLET W/BEEHIVE CAP
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10' D-9 INLET
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10' D-9 INLET
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42"ADS STORM (PVT)
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10' D-9 INLET
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10' D-9 INLET
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AREA INLET
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CONNECT TO EXISTING STORM SYSTEM
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18"ADS STORM (PVT)
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24" ADS STORM (PVT)
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30"ADS STORM (PVT)
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24" ADS STORM (PVT)
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8" PVC WATER (PVT)
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MAG. GAS LINE (6")
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25'
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95'
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45'
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APPROXIMATE LOCATION OF 30' RIGHT OF WAY EASEMENT BOOK 2139, PAGE 374
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115.0'
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75.0'
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65.0'
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36" ADS STORM (PVT)
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PROP FH
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8" PVC SAN SEW (PVT)
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SAN SEW (PVT)
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PROP FH
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PROP FH
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EXIST FH
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REMOVE EXISTING STUB
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TRACT A
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TRACT H
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TRACT K
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TRACT D
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TRACT G
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TRACT C
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TRACT E
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TRACT F
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TRACT I
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TRACT J
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4
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36
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40
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TRACT B
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PROP FH
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EX 30" RCP STORM SEW
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EX 36" RCP STORM SEW
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EX 48" RCP STORM SEW
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42"ADS STORM (PUBLIC)
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EXIST FH
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EXIST FH
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EXIST FH
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EXIST FH
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EXIST FH
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ABANDON OR REMOVE EX SS STUB
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TRACT D
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TRACT D
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TRACT D
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1
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TRACT I
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STERLING RANCH
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FILING NO. 2
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EX K.M GAS LINE (20")
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EX K.M GAS LINE (20")
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EXIST FH
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BLUE FEATHER POINT (PVT)
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TRACT A
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TRACT A
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SALT FORK POINT (PVT)
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TRACT A
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LOST TRAIL POINT (PVT)
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LOST TRAIL
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(PVT)
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POINT
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LOST TRAIL POINT (PVT)
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TRACT A
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TRACT D
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TRACT A
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TRACT A
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1" =
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0
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Scale in Feet
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60'
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30
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60
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120
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%%U LEGEND
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LOT LINE
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EX. STORM SEWER INLET
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EX. SANITARY SEWER LINE
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EX. SANITARY SEWER MANHOLE
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EX. WATER LINE
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EX. FIRE HYDRANT
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SANITARY SEWER LINE
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SANITARY SEWER MANHOLE
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WATER LINE
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FIRE HYDRANT
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STORM SEWER INLET
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EX. STORM SEWER LINE
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STORM SEWER LINE
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File: O:\09014A\Challenger PUD\dwg\Dev Plan\PUD-UTILITY.dwg Plotstamp: 2/14/2019 8:17 PM
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CHECKED BY:
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DRAWN BY:
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DESIGNED BY:
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PROJECT NO.
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HORIZONTAL:
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VERTICAL:
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SCALE:
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DATE:
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COPPER CHASE AT STERLING RANCH
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PRELIMINARY UTILITY PLAN
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09-014
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VAS
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JWP
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DLM
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1"=60'
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N/A
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2/9/2019
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SHEET 1 OF 1
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PU01
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GENERAL NOTES 1.ALL UTILITY CONSTRUCTION TO BE CONDUCTED IN CONFORMANCE WITH THE CURRENT STERLING RANCH METROPOLITAN ALL UTILITY CONSTRUCTION TO BE CONDUCTED IN CONFORMANCE WITH THE CURRENT STERLING RANCH METROPOLITAN UTILITY CONSTRUCTION TO BE CONDUCTED IN CONFORMANCE WITH THE CURRENT STERLING RANCH METROPOLITAN UTILITY CONSTRUCTION TO BE CONDUCTED IN CONFORMANCE WITH THE CURRENT STERLING RANCH METROPOLITAN CONSTRUCTION TO BE CONDUCTED IN CONFORMANCE WITH THE CURRENT STERLING RANCH METROPOLITAN CONSTRUCTION TO BE CONDUCTED IN CONFORMANCE WITH THE CURRENT STERLING RANCH METROPOLITAN TO BE CONDUCTED IN CONFORMANCE WITH THE CURRENT STERLING RANCH METROPOLITAN TO BE CONDUCTED IN CONFORMANCE WITH THE CURRENT STERLING RANCH METROPOLITAN BE CONDUCTED IN CONFORMANCE WITH THE CURRENT STERLING RANCH METROPOLITAN BE CONDUCTED IN CONFORMANCE WITH THE CURRENT STERLING RANCH METROPOLITAN CONDUCTED IN CONFORMANCE WITH THE CURRENT STERLING RANCH METROPOLITAN CONDUCTED IN CONFORMANCE WITH THE CURRENT STERLING RANCH METROPOLITAN IN CONFORMANCE WITH THE CURRENT STERLING RANCH METROPOLITAN IN CONFORMANCE WITH THE CURRENT STERLING RANCH METROPOLITAN CONFORMANCE WITH THE CURRENT STERLING RANCH METROPOLITAN CONFORMANCE WITH THE CURRENT STERLING RANCH METROPOLITAN WITH THE CURRENT STERLING RANCH METROPOLITAN WITH THE CURRENT STERLING RANCH METROPOLITAN THE CURRENT STERLING RANCH METROPOLITAN THE CURRENT STERLING RANCH METROPOLITAN CURRENT STERLING RANCH METROPOLITAN CURRENT STERLING RANCH METROPOLITAN STERLING RANCH METROPOLITAN STERLING RANCH METROPOLITAN RANCH METROPOLITAN RANCH METROPOLITAN METROPOLITAN METROPOLITAN DISTRICT (SRMD, THE DISTRICT) SPECIFICATIONS. 2.ALL PLANS ON THE JOB SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE ALL PLANS ON THE JOB SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE PLANS ON THE JOB SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE PLANS ON THE JOB SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE ON THE JOB SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE ON THE JOB SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE THE JOB SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE THE JOB SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE JOB SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE JOB SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE THE DISTRICT'S ENGINEER. ANY REVISION TO THE THE DISTRICT'S ENGINEER. ANY REVISION TO THE DISTRICT'S ENGINEER. ANY REVISION TO THE DISTRICT'S ENGINEER. ANY REVISION TO THE ENGINEER. ANY REVISION TO THE ENGINEER. ANY REVISION TO THE ANY REVISION TO THE ANY REVISION TO THE ANY REVISION TO THE REVISION TO THE REVISION TO THE TO THE TO THE THE THE PLANS SHALL BE SO NOTED WITH THE OLD DRAWING MARKED NOT VALID. 3.ALL STATIONING IS CENTERLINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE ALL STATIONING IS CENTERLINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE STATIONING IS CENTERLINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE STATIONING IS CENTERLINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE IS CENTERLINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE IS CENTERLINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE CENTERLINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE CENTERLINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE OTHERWISE NOTED. ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE OTHERWISE NOTED. ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE ARE CENTERLINE UNLESS OTHERWISE ARE CENTERLINE UNLESS OTHERWISE CENTERLINE UNLESS OTHERWISE CENTERLINE UNLESS OTHERWISE UNLESS OTHERWISE UNLESS OTHERWISE OTHERWISE OTHERWISE NOTED. 4.ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE BY THE DISTRICT. THE DISTRICT RESERVES THE BY THE DISTRICT. THE DISTRICT RESERVES THE THE DISTRICT. THE DISTRICT RESERVES THE THE DISTRICT. THE DISTRICT RESERVES THE DISTRICT. THE DISTRICT RESERVES THE DISTRICT. THE DISTRICT RESERVES THE THE DISTRICT RESERVES THE THE DISTRICT RESERVES THE THE DISTRICT RESERVES THE DISTRICT RESERVES THE DISTRICT RESERVES THE RESERVES THE RESERVES THE THE THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS THAT DOES NOT CONFORM TO ITS STANDARDS THAT DOES NOT CONFORM TO ITS STANDARDS DOES NOT CONFORM TO ITS STANDARDS DOES NOT CONFORM TO ITS STANDARDS NOT CONFORM TO ITS STANDARDS NOT CONFORM TO ITS STANDARDS CONFORM TO ITS STANDARDS CONFORM TO ITS STANDARDS TO ITS STANDARDS TO ITS STANDARDS ITS STANDARDS ITS STANDARDS STANDARDS STANDARDS AND SPECIFICATIONS. 5.ALL WATER AND SEWER SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE OF ALL WATER AND SEWER SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE OF WATER AND SEWER SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE OF WATER AND SEWER SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE OF AND SEWER SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE OF AND SEWER SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE OF SEWER SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE OF SEWER SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE OF SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE OF SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE OF LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE OF LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE OF SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE OF SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE OF BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE OF BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE OF CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE OF CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE OF MARKED ON EITHER THE CURB HEAD OR THE FACE OF MARKED ON EITHER THE CURB HEAD OR THE FACE OF ON EITHER THE CURB HEAD OR THE FACE OF ON EITHER THE CURB HEAD OR THE FACE OF EITHER THE CURB HEAD OR THE FACE OF EITHER THE CURB HEAD OR THE FACE OF THE CURB HEAD OR THE FACE OF THE CURB HEAD OR THE FACE OF CURB HEAD OR THE FACE OF CURB HEAD OR THE FACE OF HEAD OR THE FACE OF HEAD OR THE FACE OF OR THE FACE OF OR THE FACE OF THE FACE OF THE FACE OF FACE OF FACE OF OF OF THE CURB, WITH AN "S" FOR SEWER AND A "W" FOR WATER. 6.DUCTILE IRON PIPES, INCLUDING FITTINGS, VALVES AND FIRE HYDRANTS, SHALL BE WRAPPED WITH POLYETHYLENE DUCTILE IRON PIPES, INCLUDING FITTINGS, VALVES AND FIRE HYDRANTS, SHALL BE WRAPPED WITH POLYETHYLENE IRON PIPES, INCLUDING FITTINGS, VALVES AND FIRE HYDRANTS, SHALL BE WRAPPED WITH POLYETHYLENE IRON PIPES, INCLUDING FITTINGS, VALVES AND FIRE HYDRANTS, SHALL BE WRAPPED WITH POLYETHYLENE PIPES, INCLUDING FITTINGS, VALVES AND FIRE HYDRANTS, SHALL BE WRAPPED WITH POLYETHYLENE PIPES, INCLUDING FITTINGS, VALVES AND FIRE HYDRANTS, SHALL BE WRAPPED WITH POLYETHYLENE INCLUDING FITTINGS, VALVES AND FIRE HYDRANTS, SHALL BE WRAPPED WITH POLYETHYLENE INCLUDING FITTINGS, VALVES AND FIRE HYDRANTS, SHALL BE WRAPPED WITH POLYETHYLENE FITTINGS, VALVES AND FIRE HYDRANTS, SHALL BE WRAPPED WITH POLYETHYLENE FITTINGS, VALVES AND FIRE HYDRANTS, SHALL BE WRAPPED WITH POLYETHYLENE VALVES AND FIRE HYDRANTS, SHALL BE WRAPPED WITH POLYETHYLENE VALVES AND FIRE HYDRANTS, SHALL BE WRAPPED WITH POLYETHYLENE AND FIRE HYDRANTS, SHALL BE WRAPPED WITH POLYETHYLENE AND FIRE HYDRANTS, SHALL BE WRAPPED WITH POLYETHYLENE FIRE HYDRANTS, SHALL BE WRAPPED WITH POLYETHYLENE FIRE HYDRANTS, SHALL BE WRAPPED WITH POLYETHYLENE HYDRANTS, SHALL BE WRAPPED WITH POLYETHYLENE HYDRANTS, SHALL BE WRAPPED WITH POLYETHYLENE SHALL BE WRAPPED WITH POLYETHYLENE SHALL BE WRAPPED WITH POLYETHYLENE BE WRAPPED WITH POLYETHYLENE BE WRAPPED WITH POLYETHYLENE WRAPPED WITH POLYETHYLENE WRAPPED WITH POLYETHYLENE WITH POLYETHYLENE WITH POLYETHYLENE POLYETHYLENE POLYETHYLENE TUBING, DOUBLE BONDED AT EACH JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BE DOUBLE BONDED AT EACH JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BE DOUBLE BONDED AT EACH JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BE BONDED AT EACH JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BE BONDED AT EACH JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BE AT EACH JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BE AT EACH JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BE EACH JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BE EACH JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BE JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BE JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BE AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BE AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BE ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BE ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BE ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BE ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BE BONDING AND ANODE CONNECTIONS SHALL BE BONDING AND ANODE CONNECTIONS SHALL BE BONDING AND ANODE CONNECTIONS SHALL BE AND ANODE CONNECTIONS SHALL BE AND ANODE CONNECTIONS SHALL BE ANODE CONNECTIONS SHALL BE ANODE CONNECTIONS SHALL BE CONNECTIONS SHALL BE CONNECTIONS SHALL BE SHALL BE SHALL BE BE BE THOROUGHLY COATED WITH BITUMINUOUS COATINGS. 7.ALL DUCTILE IRON PIPE LESS THAN 12 INCHES AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 ALL DUCTILE IRON PIPE LESS THAN 12 INCHES AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 DUCTILE IRON PIPE LESS THAN 12 INCHES AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 DUCTILE IRON PIPE LESS THAN 12 INCHES AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 IRON PIPE LESS THAN 12 INCHES AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 IRON PIPE LESS THAN 12 INCHES AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 PIPE LESS THAN 12 INCHES AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 PIPE LESS THAN 12 INCHES AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 LESS THAN 12 INCHES AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 LESS THAN 12 INCHES AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 THAN 12 INCHES AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 THAN 12 INCHES AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 12 INCHES AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 12 INCHES AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 INCHES AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 INCHES AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 HAVE CATHODIC PROTECTION USING TWO NO. 6 HAVE CATHODIC PROTECTION USING TWO NO. 6 CATHODIC PROTECTION USING TWO NO. 6 CATHODIC PROTECTION USING TWO NO. 6 PROTECTION USING TWO NO. 6 PROTECTION USING TWO NO. 6 USING TWO NO. 6 USING TWO NO. 6 TWO NO. 6 TWO NO. 6 NO. 6 NO. 6 6 6 WIRES WITH 17 LB MAGNESIUM ANODES EVERY 400 FEET AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE WITH 17 LB MAGNESIUM ANODES EVERY 400 FEET AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE WITH 17 LB MAGNESIUM ANODES EVERY 400 FEET AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE 17 LB MAGNESIUM ANODES EVERY 400 FEET AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE 17 LB MAGNESIUM ANODES EVERY 400 FEET AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE LB MAGNESIUM ANODES EVERY 400 FEET AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE LB MAGNESIUM ANODES EVERY 400 FEET AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE MAGNESIUM ANODES EVERY 400 FEET AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE MAGNESIUM ANODES EVERY 400 FEET AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE ANODES EVERY 400 FEET AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE ANODES EVERY 400 FEET AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE EVERY 400 FEET AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE EVERY 400 FEET AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE 400 FEET AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE 400 FEET AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE FEET AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE FEET AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE AND 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE 9 LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE LB MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE MAGNESIUM ANODES AT EACH FITTING. ALL DUCTILE ANODES AT EACH FITTING. ALL DUCTILE ANODES AT EACH FITTING. ALL DUCTILE AT EACH FITTING. ALL DUCTILE AT EACH FITTING. ALL DUCTILE EACH FITTING. ALL DUCTILE EACH FITTING. ALL DUCTILE FITTING. ALL DUCTILE FITTING. ALL DUCTILE ALL DUCTILE ALL DUCTILE ALL DUCTILE DUCTILE DUCTILE IRON PIPE 12 INCHES AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 PIPE 12 INCHES AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 PIPE 12 INCHES AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 12 INCHES AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 12 INCHES AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 INCHES AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 INCHES AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 HAVE CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 CATHODIC PROTECTION USING TWO NO. 6 WIRES WITH 17 PROTECTION USING TWO NO. 6 WIRES WITH 17 PROTECTION USING TWO NO. 6 WIRES WITH 17 USING TWO NO. 6 WIRES WITH 17 USING TWO NO. 6 WIRES WITH 17 TWO NO. 6 WIRES WITH 17 TWO NO. 6 WIRES WITH 17 NO. 6 WIRES WITH 17 NO. 6 WIRES WITH 17 6 WIRES WITH 17 6 WIRES WITH 17 WIRES WITH 17 WIRES WITH 17 WITH 17 WITH 17 17 17 LB MAGNESIUM ANODES EVERY 300 FEET AND 9 LB MAGNESIUM ANODES AT EACH FITTING. 8.ALL PIPE MATERIAL, BACKFILL AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY OF ALL PIPE MATERIAL, BACKFILL AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY OF PIPE MATERIAL, BACKFILL AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY OF PIPE MATERIAL, BACKFILL AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY OF MATERIAL, BACKFILL AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY OF MATERIAL, BACKFILL AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY OF BACKFILL AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY OF BACKFILL AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY OF AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY OF AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY OF INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY OF INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY OF SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY OF SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY OF CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY OF CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY OF TO THE APPLICABLE SPECIFICATIONS OF THE CITY OF TO THE APPLICABLE SPECIFICATIONS OF THE CITY OF THE APPLICABLE SPECIFICATIONS OF THE CITY OF THE APPLICABLE SPECIFICATIONS OF THE CITY OF APPLICABLE SPECIFICATIONS OF THE CITY OF APPLICABLE SPECIFICATIONS OF THE CITY OF SPECIFICATIONS OF THE CITY OF SPECIFICATIONS OF THE CITY OF OF THE CITY OF OF THE CITY OF THE CITY OF THE CITY OF CITY OF CITY OF OF OF COLORADO SPRINGS, COLORADO DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF TRANSPORTATION, SPRINGS, COLORADO DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF TRANSPORTATION, SPRINGS, COLORADO DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF TRANSPORTATION, COLORADO DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF TRANSPORTATION, COLORADO DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF TRANSPORTATION, DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF TRANSPORTATION, DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF TRANSPORTATION, OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF TRANSPORTATION, OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF TRANSPORTATION, TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF TRANSPORTATION, TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF TRANSPORTATION, PASO COUNTY DEPARTMENT OF TRANSPORTATION, PASO COUNTY DEPARTMENT OF TRANSPORTATION, COUNTY DEPARTMENT OF TRANSPORTATION, COUNTY DEPARTMENT OF TRANSPORTATION, DEPARTMENT OF TRANSPORTATION, DEPARTMENT OF TRANSPORTATION, OF TRANSPORTATION, OF TRANSPORTATION, TRANSPORTATION, TRANSPORTATION, COLORADO SPRINGS UTILITIES AND THE GEOTECHNICAL ENGINEER. 9.COMPACTION TESTS SHALL BE 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE APPROVED COMPACTION TESTS SHALL BE 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE APPROVED TESTS SHALL BE 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE APPROVED TESTS SHALL BE 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE APPROVED SHALL BE 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE APPROVED SHALL BE 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE APPROVED BE 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE APPROVED BE 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE APPROVED 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE APPROVED 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE APPROVED STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE APPROVED STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE APPROVED PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE APPROVED PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE APPROVED AS DETERMINED BY ASTM D698, UNLESS OTHERWISE APPROVED AS DETERMINED BY ASTM D698, UNLESS OTHERWISE APPROVED DETERMINED BY ASTM D698, UNLESS OTHERWISE APPROVED DETERMINED BY ASTM D698, UNLESS OTHERWISE APPROVED BY ASTM D698, UNLESS OTHERWISE APPROVED BY ASTM D698, UNLESS OTHERWISE APPROVED ASTM D698, UNLESS OTHERWISE APPROVED ASTM D698, UNLESS OTHERWISE APPROVED D698, UNLESS OTHERWISE APPROVED D698, UNLESS OTHERWISE APPROVED UNLESS OTHERWISE APPROVED UNLESS OTHERWISE APPROVED OTHERWISE APPROVED OTHERWISE APPROVED APPROVED APPROVED BY THE DISTRICT OR HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS THE DISTRICT OR HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS THE DISTRICT OR HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS DISTRICT OR HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS DISTRICT OR HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS OR HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS OR HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS ANOTHER AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS AGENCIES HAVING RIGHT-OF-WAY JURISDICTION. THIS HAVING RIGHT-OF-WAY JURISDICTION. THIS HAVING RIGHT-OF-WAY JURISDICTION. THIS RIGHT-OF-WAY JURISDICTION. THIS RIGHT-OF-WAY JURISDICTION. THIS JURISDICTION. THIS JURISDICTION. THIS THIS THIS THIS SHALL INCLUDE ALL VALVES, FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND MANHOLES. ALL REPORTS INCLUDE ALL VALVES, FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND MANHOLES. ALL REPORTS INCLUDE ALL VALVES, FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND MANHOLES. ALL REPORTS ALL VALVES, FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND MANHOLES. ALL REPORTS ALL VALVES, FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND MANHOLES. ALL REPORTS VALVES, FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND MANHOLES. ALL REPORTS VALVES, FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND MANHOLES. ALL REPORTS FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND MANHOLES. ALL REPORTS FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND MANHOLES. ALL REPORTS HYDRANT RUNS, WATER & SEWER SERVICE LINES AND MANHOLES. ALL REPORTS HYDRANT RUNS, WATER & SEWER SERVICE LINES AND MANHOLES. ALL REPORTS RUNS, WATER & SEWER SERVICE LINES AND MANHOLES. ALL REPORTS RUNS, WATER & SEWER SERVICE LINES AND MANHOLES. ALL REPORTS WATER & SEWER SERVICE LINES AND MANHOLES. ALL REPORTS WATER & SEWER SERVICE LINES AND MANHOLES. ALL REPORTS & SEWER SERVICE LINES AND MANHOLES. ALL REPORTS & SEWER SERVICE LINES AND MANHOLES. ALL REPORTS SEWER SERVICE LINES AND MANHOLES. ALL REPORTS SEWER SERVICE LINES AND MANHOLES. ALL REPORTS SERVICE LINES AND MANHOLES. ALL REPORTS SERVICE LINES AND MANHOLES. ALL REPORTS LINES AND MANHOLES. ALL REPORTS LINES AND MANHOLES. ALL REPORTS AND MANHOLES. ALL REPORTS AND MANHOLES. ALL REPORTS MANHOLES. ALL REPORTS MANHOLES. ALL REPORTS ALL REPORTS ALL REPORTS ALL REPORTS REPORTS REPORTS SHALL BE SUBMITTED TO THE DISTRICT FOR REVIEW AND APPROVAL. 10.THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL OF ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL OF ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ALL ARE APPROXIMATE ONLY. THE LOCATION OF ALL ARE APPROXIMATE ONLY. THE LOCATION OF ALL APPROXIMATE ONLY. THE LOCATION OF ALL APPROXIMATE ONLY. THE LOCATION OF ALL ONLY. THE LOCATION OF ALL ONLY. THE LOCATION OF ALL THE LOCATION OF ALL THE LOCATION OF ALL THE LOCATION OF ALL LOCATION OF ALL LOCATION OF ALL OF ALL OF ALL ALL ALL UTILITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED SHALL BE FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED SHALL BE FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED BE FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED BE FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED ACTIVITIES. THE DISTRICT SHALL BE NOTIFIED THE DISTRICT SHALL BE NOTIFIED THE DISTRICT SHALL BE NOTIFIED THE DISTRICT SHALL BE NOTIFIED DISTRICT SHALL BE NOTIFIED DISTRICT SHALL BE NOTIFIED SHALL BE NOTIFIED SHALL BE NOTIFIED BE NOTIFIED BE NOTIFIED NOTIFIED NOTIFIED OF ANY DEVIATIONS TO THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE ANY DEVIATIONS TO THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE ANY DEVIATIONS TO THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE DEVIATIONS TO THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE DEVIATIONS TO THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE TO THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE TO THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE DEPICTED ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE ON THE PLANS. CONTRACTOR SHALL SUBMIT TO THE THE PLANS. CONTRACTOR SHALL SUBMIT TO THE THE PLANS. CONTRACTOR SHALL SUBMIT TO THE PLANS. CONTRACTOR SHALL SUBMIT TO THE PLANS. CONTRACTOR SHALL SUBMIT TO THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTOR SHALL SUBMIT TO THE SHALL SUBMIT TO THE SHALL SUBMIT TO THE SUBMIT TO THE SUBMIT TO THE TO THE TO THE THE THE DISTRICT AND THE ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF AND THE ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF AND THE ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF THE ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF THE ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF THE FIELD VERIFIED INFORMATION PRIOR TO THE START OF FIELD VERIFIED INFORMATION PRIOR TO THE START OF FIELD VERIFIED INFORMATION PRIOR TO THE START OF VERIFIED INFORMATION PRIOR TO THE START OF VERIFIED INFORMATION PRIOR TO THE START OF INFORMATION PRIOR TO THE START OF INFORMATION PRIOR TO THE START OF PRIOR TO THE START OF PRIOR TO THE START OF TO THE START OF TO THE START OF THE START OF THE START OF START OF START OF OF OF CONSTRUCTION. 11.ALL BENDS SHALL BE FIELD STAKED PRIOR TO THE START OF CONSTRUCTION. ALL BENDS SHALL BE FIELD STAKED PRIOR TO THE START OF CONSTRUCTION. 12.BENDS, DEFLECTION & CUT PIPE LENGTHS SHALL BE USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER BENDS, DEFLECTION & CUT PIPE LENGTHS SHALL BE USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER DEFLECTION & CUT PIPE LENGTHS SHALL BE USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER DEFLECTION & CUT PIPE LENGTHS SHALL BE USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER & CUT PIPE LENGTHS SHALL BE USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER & CUT PIPE LENGTHS SHALL BE USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER CUT PIPE LENGTHS SHALL BE USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER CUT PIPE LENGTHS SHALL BE USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER PIPE LENGTHS SHALL BE USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER PIPE LENGTHS SHALL BE USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER LENGTHS SHALL BE USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER LENGTHS SHALL BE USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER SHALL BE USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER SHALL BE USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER BE USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER BE USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER HORIZONTAL ALIGNMENT OF SEWER AND WATER HORIZONTAL ALIGNMENT OF SEWER AND WATER ALIGNMENT OF SEWER AND WATER ALIGNMENT OF SEWER AND WATER OF SEWER AND WATER OF SEWER AND WATER SEWER AND WATER SEWER AND WATER AND WATER AND WATER WATER WATER LINES TO NO MORE THAN 0.5' FROM THE DESIGNED ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS TO NO MORE THAN 0.5' FROM THE DESIGNED ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS TO NO MORE THAN 0.5' FROM THE DESIGNED ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS NO MORE THAN 0.5' FROM THE DESIGNED ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS NO MORE THAN 0.5' FROM THE DESIGNED ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS MORE THAN 0.5' FROM THE DESIGNED ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS MORE THAN 0.5' FROM THE DESIGNED ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS THAN 0.5' FROM THE DESIGNED ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS THAN 0.5' FROM THE DESIGNED ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS 0.5' FROM THE DESIGNED ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS 0.5' FROM THE DESIGNED ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS FROM THE DESIGNED ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS FROM THE DESIGNED ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS THE DESIGNED ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS THE DESIGNED ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS DESIGNED ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS DESIGNED ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS ALIGNMENT. CONSTRUCTION STAKES TO BE AT 25' INTERVALS CONSTRUCTION STAKES TO BE AT 25' INTERVALS CONSTRUCTION STAKES TO BE AT 25' INTERVALS CONSTRUCTION STAKES TO BE AT 25' INTERVALS STAKES TO BE AT 25' INTERVALS STAKES TO BE AT 25' INTERVALS TO BE AT 25' INTERVALS TO BE AT 25' INTERVALS BE AT 25' INTERVALS BE AT 25' INTERVALS AT 25' INTERVALS AT 25' INTERVALS 25' INTERVALS 25' INTERVALS INTERVALS INTERVALS ALONG CURVES TO ASSURE LOCATION OF PIPE LINE CONSTRUCTION. 13.AT ALL LOCATIONS WHERE CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT AT ALL LOCATIONS WHERE CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT ALL LOCATIONS WHERE CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT ALL LOCATIONS WHERE CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT LOCATIONS WHERE CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT LOCATIONS WHERE CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT WHERE CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT WHERE CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE JOINT PROVIDE A PLUG AT THE END OF THE PIPE JOINT PROVIDE A PLUG AT THE END OF THE PIPE JOINT A PLUG AT THE END OF THE PIPE JOINT A PLUG AT THE END OF THE PIPE JOINT PLUG AT THE END OF THE PIPE JOINT PLUG AT THE END OF THE PIPE JOINT AT THE END OF THE PIPE JOINT AT THE END OF THE PIPE JOINT THE END OF THE PIPE JOINT THE END OF THE PIPE JOINT END OF THE PIPE JOINT END OF THE PIPE JOINT OF THE PIPE JOINT OF THE PIPE JOINT THE PIPE JOINT THE PIPE JOINT PIPE JOINT PIPE JOINT JOINT JOINT NEAREST THE SPECIFIED STATION. PROVIDE A REVERSE ANCHOR AT ALL WATER LINE PLUGS. 14.ALL UNUSED SALVAGED WATER UTILITY MATERIAL SHALL BE RETURNED TO THE METROPOLITAN DISTRICT AS REQUESTED. ALL UNUSED SALVAGED WATER UTILITY MATERIAL SHALL BE RETURNED TO THE METROPOLITAN DISTRICT AS REQUESTED. 15.AT THE CONTRACTOR'S EXPENSE, ALL UTILITY MAINS SHALL BE SUPPORTED AND PROTECTED SUCH THAT THEY SHALL AT THE CONTRACTOR'S EXPENSE, ALL UTILITY MAINS SHALL BE SUPPORTED AND PROTECTED SUCH THAT THEY SHALL THE CONTRACTOR'S EXPENSE, ALL UTILITY MAINS SHALL BE SUPPORTED AND PROTECTED SUCH THAT THEY SHALL THE CONTRACTOR'S EXPENSE, ALL UTILITY MAINS SHALL BE SUPPORTED AND PROTECTED SUCH THAT THEY SHALL CONTRACTOR'S EXPENSE, ALL UTILITY MAINS SHALL BE SUPPORTED AND PROTECTED SUCH THAT THEY SHALL CONTRACTOR'S EXPENSE, ALL UTILITY MAINS SHALL BE SUPPORTED AND PROTECTED SUCH THAT THEY SHALL EXPENSE, ALL UTILITY MAINS SHALL BE SUPPORTED AND PROTECTED SUCH THAT THEY SHALL EXPENSE, ALL UTILITY MAINS SHALL BE SUPPORTED AND PROTECTED SUCH THAT THEY SHALL ALL UTILITY MAINS SHALL BE SUPPORTED AND PROTECTED SUCH THAT THEY SHALL ALL UTILITY MAINS SHALL BE SUPPORTED AND PROTECTED SUCH THAT THEY SHALL UTILITY MAINS SHALL BE SUPPORTED AND PROTECTED SUCH THAT THEY SHALL UTILITY MAINS SHALL BE SUPPORTED AND PROTECTED SUCH THAT THEY SHALL MAINS SHALL BE SUPPORTED AND PROTECTED SUCH THAT THEY SHALL MAINS SHALL BE SUPPORTED AND PROTECTED SUCH THAT THEY SHALL SHALL BE SUPPORTED AND PROTECTED SUCH THAT THEY SHALL SHALL BE SUPPORTED AND PROTECTED SUCH THAT THEY SHALL BE SUPPORTED AND PROTECTED SUCH THAT THEY SHALL BE SUPPORTED AND PROTECTED SUCH THAT THEY SHALL SUPPORTED AND PROTECTED SUCH THAT THEY SHALL SUPPORTED AND PROTECTED SUCH THAT THEY SHALL AND PROTECTED SUCH THAT THEY SHALL AND PROTECTED SUCH THAT THEY SHALL PROTECTED SUCH THAT THEY SHALL PROTECTED SUCH THAT THEY SHALL SUCH THAT THEY SHALL SUCH THAT THEY SHALL THAT THEY SHALL THAT THEY SHALL THEY SHALL THEY SHALL SHALL SHALL FUNCTION CONTINUOUSLY DURING CONSTRUCTION OPERATIONS. SHOULD A UTILITY MAIN FAIL AS A RESULT OF THE CONTINUOUSLY DURING CONSTRUCTION OPERATIONS. SHOULD A UTILITY MAIN FAIL AS A RESULT OF THE CONTINUOUSLY DURING CONSTRUCTION OPERATIONS. SHOULD A UTILITY MAIN FAIL AS A RESULT OF THE DURING CONSTRUCTION OPERATIONS. SHOULD A UTILITY MAIN FAIL AS A RESULT OF THE DURING CONSTRUCTION OPERATIONS. SHOULD A UTILITY MAIN FAIL AS A RESULT OF THE CONSTRUCTION OPERATIONS. SHOULD A UTILITY MAIN FAIL AS A RESULT OF THE CONSTRUCTION OPERATIONS. SHOULD A UTILITY MAIN FAIL AS A RESULT OF THE OPERATIONS. SHOULD A UTILITY MAIN FAIL AS A RESULT OF THE OPERATIONS. SHOULD A UTILITY MAIN FAIL AS A RESULT OF THE SHOULD A UTILITY MAIN FAIL AS A RESULT OF THE SHOULD A UTILITY MAIN FAIL AS A RESULT OF THE SHOULD A UTILITY MAIN FAIL AS A RESULT OF THE A UTILITY MAIN FAIL AS A RESULT OF THE A UTILITY MAIN FAIL AS A RESULT OF THE UTILITY MAIN FAIL AS A RESULT OF THE UTILITY MAIN FAIL AS A RESULT OF THE MAIN FAIL AS A RESULT OF THE MAIN FAIL AS A RESULT OF THE FAIL AS A RESULT OF THE FAIL AS A RESULT OF THE AS A RESULT OF THE AS A RESULT OF THE A RESULT OF THE A RESULT OF THE RESULT OF THE RESULT OF THE OF THE OF THE THE THE CONTRACTOR'S OPERATION, IT SHALL BE REPLACED IMMEDIATELY BY THE CONTRACTOR OR BY THE DISTRICT AT FULL OPERATION, IT SHALL BE REPLACED IMMEDIATELY BY THE CONTRACTOR OR BY THE DISTRICT AT FULL OPERATION, IT SHALL BE REPLACED IMMEDIATELY BY THE CONTRACTOR OR BY THE DISTRICT AT FULL IT SHALL BE REPLACED IMMEDIATELY BY THE CONTRACTOR OR BY THE DISTRICT AT FULL IT SHALL BE REPLACED IMMEDIATELY BY THE CONTRACTOR OR BY THE DISTRICT AT FULL SHALL BE REPLACED IMMEDIATELY BY THE CONTRACTOR OR BY THE DISTRICT AT FULL SHALL BE REPLACED IMMEDIATELY BY THE CONTRACTOR OR BY THE DISTRICT AT FULL BE REPLACED IMMEDIATELY BY THE CONTRACTOR OR BY THE DISTRICT AT FULL BE REPLACED IMMEDIATELY BY THE CONTRACTOR OR BY THE DISTRICT AT FULL REPLACED IMMEDIATELY BY THE CONTRACTOR OR BY THE DISTRICT AT FULL REPLACED IMMEDIATELY BY THE CONTRACTOR OR BY THE DISTRICT AT FULL IMMEDIATELY BY THE CONTRACTOR OR BY THE DISTRICT AT FULL IMMEDIATELY BY THE CONTRACTOR OR BY THE DISTRICT AT FULL BY THE CONTRACTOR OR BY THE DISTRICT AT FULL BY THE CONTRACTOR OR BY THE DISTRICT AT FULL THE CONTRACTOR OR BY THE DISTRICT AT FULL THE CONTRACTOR OR BY THE DISTRICT AT FULL CONTRACTOR OR BY THE DISTRICT AT FULL CONTRACTOR OR BY THE DISTRICT AT FULL OR BY THE DISTRICT AT FULL OR BY THE DISTRICT AT FULL BY THE DISTRICT AT FULL BY THE DISTRICT AT FULL THE DISTRICT AT FULL THE DISTRICT AT FULL DISTRICT AT FULL DISTRICT AT FULL AT FULL AT FULL FULL FULL COST OF LABOR AND MATERIALS TO THE CONTRACTOR/DEVELOPER. 16.PUMPING OR BYPASS OPERATIONS SHALL BE REVIEWED AND APPROVED BY BOTH THE DISTRICT AND THE DISTRICT PUMPING OR BYPASS OPERATIONS SHALL BE REVIEWED AND APPROVED BY BOTH THE DISTRICT AND THE DISTRICT OR BYPASS OPERATIONS SHALL BE REVIEWED AND APPROVED BY BOTH THE DISTRICT AND THE DISTRICT OR BYPASS OPERATIONS SHALL BE REVIEWED AND APPROVED BY BOTH THE DISTRICT AND THE DISTRICT BYPASS OPERATIONS SHALL BE REVIEWED AND APPROVED BY BOTH THE DISTRICT AND THE DISTRICT BYPASS OPERATIONS SHALL BE REVIEWED AND APPROVED BY BOTH THE DISTRICT AND THE DISTRICT OPERATIONS SHALL BE REVIEWED AND APPROVED BY BOTH THE DISTRICT AND THE DISTRICT OPERATIONS SHALL BE REVIEWED AND APPROVED BY BOTH THE DISTRICT AND THE DISTRICT SHALL BE REVIEWED AND APPROVED BY BOTH THE DISTRICT AND THE DISTRICT SHALL BE REVIEWED AND APPROVED BY BOTH THE DISTRICT AND THE DISTRICT BE REVIEWED AND APPROVED BY BOTH THE DISTRICT AND THE DISTRICT BE REVIEWED AND APPROVED BY BOTH THE DISTRICT AND THE DISTRICT REVIEWED AND APPROVED BY BOTH THE DISTRICT AND THE DISTRICT REVIEWED AND APPROVED BY BOTH THE DISTRICT AND THE DISTRICT AND APPROVED BY BOTH THE DISTRICT AND THE DISTRICT AND APPROVED BY BOTH THE DISTRICT AND THE DISTRICT APPROVED BY BOTH THE DISTRICT AND THE DISTRICT APPROVED BY BOTH THE DISTRICT AND THE DISTRICT BY BOTH THE DISTRICT AND THE DISTRICT BY BOTH THE DISTRICT AND THE DISTRICT BOTH THE DISTRICT AND THE DISTRICT BOTH THE DISTRICT AND THE DISTRICT THE DISTRICT AND THE DISTRICT THE DISTRICT AND THE DISTRICT DISTRICT AND THE DISTRICT DISTRICT AND THE DISTRICT AND THE DISTRICT AND THE DISTRICT THE DISTRICT THE DISTRICT DISTRICT DISTRICT ENGINEER PRIOR TO EXECUTION. 17.THE CONTRACTOR SHALL REPLACE OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO THE CONTRACTOR SHALL REPLACE OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO CONTRACTOR SHALL REPLACE OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO CONTRACTOR SHALL REPLACE OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO SHALL REPLACE OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO SHALL REPLACE OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO REPLACE OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO REPLACE OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO INCLUDING BUT NOT LIMITED TO INCLUDING BUT NOT LIMITED TO BUT NOT LIMITED TO BUT NOT LIMITED TO NOT LIMITED TO NOT LIMITED TO LIMITED TO LIMITED TO TO TO FENCES, LANDSCAPING, CURB AND GUTTER AND/OR ASPHALT THAT MAY BE CAUSED DURING CONSTRUCTION. 18.ALL CONTRACTORS WORKING ON OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE ALL CONTRACTORS WORKING ON OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE CONTRACTORS WORKING ON OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE CONTRACTORS WORKING ON OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE WORKING ON OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE WORKING ON OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE ON OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE ON OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE OR SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE OR SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE SEWER FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE FACILITY (TO INCLUDE SERVICE LINE) SHALL HAVE (TO INCLUDE SERVICE LINE) SHALL HAVE (TO INCLUDE SERVICE LINE) SHALL HAVE INCLUDE SERVICE LINE) SHALL HAVE INCLUDE SERVICE LINE) SHALL HAVE SERVICE LINE) SHALL HAVE SERVICE LINE) SHALL HAVE LINE) SHALL HAVE LINE) SHALL HAVE SHALL HAVE SHALL HAVE HAVE HAVE LIABILITY INSURANCE NAMING THE DISTRICT AS AN ADDITIONAL INSURED AND SHALL PROVIDE A CURRENT COPY OF INSURANCE NAMING THE DISTRICT AS AN ADDITIONAL INSURED AND SHALL PROVIDE A CURRENT COPY OF INSURANCE NAMING THE DISTRICT AS AN ADDITIONAL INSURED AND SHALL PROVIDE A CURRENT COPY OF NAMING THE DISTRICT AS AN ADDITIONAL INSURED AND SHALL PROVIDE A CURRENT COPY OF NAMING THE DISTRICT AS AN ADDITIONAL INSURED AND SHALL PROVIDE A CURRENT COPY OF THE DISTRICT AS AN ADDITIONAL INSURED AND SHALL PROVIDE A CURRENT COPY OF THE DISTRICT AS AN ADDITIONAL INSURED AND SHALL PROVIDE A CURRENT COPY OF DISTRICT AS AN ADDITIONAL INSURED AND SHALL PROVIDE A CURRENT COPY OF DISTRICT AS AN ADDITIONAL INSURED AND SHALL PROVIDE A CURRENT COPY OF AS AN ADDITIONAL INSURED AND SHALL PROVIDE A CURRENT COPY OF AS AN ADDITIONAL INSURED AND SHALL PROVIDE A CURRENT COPY OF AN ADDITIONAL INSURED AND SHALL PROVIDE A CURRENT COPY OF AN ADDITIONAL INSURED AND SHALL PROVIDE A CURRENT COPY OF ADDITIONAL INSURED AND SHALL PROVIDE A CURRENT COPY OF ADDITIONAL INSURED AND SHALL PROVIDE A CURRENT COPY OF INSURED AND SHALL PROVIDE A CURRENT COPY OF INSURED AND SHALL PROVIDE A CURRENT COPY OF AND SHALL PROVIDE A CURRENT COPY OF AND SHALL PROVIDE A CURRENT COPY OF SHALL PROVIDE A CURRENT COPY OF SHALL PROVIDE A CURRENT COPY OF PROVIDE A CURRENT COPY OF PROVIDE A CURRENT COPY OF A CURRENT COPY OF A CURRENT COPY OF CURRENT COPY OF CURRENT COPY OF COPY OF COPY OF OF OF WORKERS COMPENSATION INSURANCE ON FILE WITH THE DISTRICT. NO WORK CAN PROCEED WITHOUT CURRENT COMPENSATION INSURANCE ON FILE WITH THE DISTRICT. NO WORK CAN PROCEED WITHOUT CURRENT COMPENSATION INSURANCE ON FILE WITH THE DISTRICT. NO WORK CAN PROCEED WITHOUT CURRENT INSURANCE ON FILE WITH THE DISTRICT. NO WORK CAN PROCEED WITHOUT CURRENT INSURANCE ON FILE WITH THE DISTRICT. NO WORK CAN PROCEED WITHOUT CURRENT ON FILE WITH THE DISTRICT. NO WORK CAN PROCEED WITHOUT CURRENT ON FILE WITH THE DISTRICT. NO WORK CAN PROCEED WITHOUT CURRENT FILE WITH THE DISTRICT. NO WORK CAN PROCEED WITHOUT CURRENT FILE WITH THE DISTRICT. NO WORK CAN PROCEED WITHOUT CURRENT WITH THE DISTRICT. NO WORK CAN PROCEED WITHOUT CURRENT WITH THE DISTRICT. NO WORK CAN PROCEED WITHOUT CURRENT THE DISTRICT. NO WORK CAN PROCEED WITHOUT CURRENT THE DISTRICT. NO WORK CAN PROCEED WITHOUT CURRENT DISTRICT. NO WORK CAN PROCEED WITHOUT CURRENT DISTRICT. NO WORK CAN PROCEED WITHOUT CURRENT NO WORK CAN PROCEED WITHOUT CURRENT NO WORK CAN PROCEED WITHOUT CURRENT NO WORK CAN PROCEED WITHOUT CURRENT WORK CAN PROCEED WITHOUT CURRENT WORK CAN PROCEED WITHOUT CURRENT CAN PROCEED WITHOUT CURRENT CAN PROCEED WITHOUT CURRENT PROCEED WITHOUT CURRENT PROCEED WITHOUT CURRENT WITHOUT CURRENT WITHOUT CURRENT CURRENT CURRENT CERTIFICATES ON FILE AT THE DISTRICTS' OFFICE. 19.THE CONTRACTOR SHALL NOTIFY THE DISTRICT AND ALL AFFECTED UTILITY COMPANIES ADJACENT TO THE PROPOSED THE CONTRACTOR SHALL NOTIFY THE DISTRICT AND ALL AFFECTED UTILITY COMPANIES ADJACENT TO THE PROPOSED CONTRACTOR SHALL NOTIFY THE DISTRICT AND ALL AFFECTED UTILITY COMPANIES ADJACENT TO THE PROPOSED CONTRACTOR SHALL NOTIFY THE DISTRICT AND ALL AFFECTED UTILITY COMPANIES ADJACENT TO THE PROPOSED SHALL NOTIFY THE DISTRICT AND ALL AFFECTED UTILITY COMPANIES ADJACENT TO THE PROPOSED SHALL NOTIFY THE DISTRICT AND ALL AFFECTED UTILITY COMPANIES ADJACENT TO THE PROPOSED NOTIFY THE DISTRICT AND ALL AFFECTED UTILITY COMPANIES ADJACENT TO THE PROPOSED NOTIFY THE DISTRICT AND ALL AFFECTED UTILITY COMPANIES ADJACENT TO THE PROPOSED THE DISTRICT AND ALL AFFECTED UTILITY COMPANIES ADJACENT TO THE PROPOSED THE DISTRICT AND ALL AFFECTED UTILITY COMPANIES ADJACENT TO THE PROPOSED DISTRICT AND ALL AFFECTED UTILITY COMPANIES ADJACENT TO THE PROPOSED DISTRICT AND ALL AFFECTED UTILITY COMPANIES ADJACENT TO THE PROPOSED AND ALL AFFECTED UTILITY COMPANIES ADJACENT TO THE PROPOSED AND ALL AFFECTED UTILITY COMPANIES ADJACENT TO THE PROPOSED ALL AFFECTED UTILITY COMPANIES ADJACENT TO THE PROPOSED ALL AFFECTED UTILITY COMPANIES ADJACENT TO THE PROPOSED AFFECTED UTILITY COMPANIES ADJACENT TO THE PROPOSED AFFECTED UTILITY COMPANIES ADJACENT TO THE PROPOSED UTILITY COMPANIES ADJACENT TO THE PROPOSED UTILITY COMPANIES ADJACENT TO THE PROPOSED COMPANIES ADJACENT TO THE PROPOSED COMPANIES ADJACENT TO THE PROPOSED ADJACENT TO THE PROPOSED ADJACENT TO THE PROPOSED TO THE PROPOSED TO THE PROPOSED THE PROPOSED THE PROPOSED PROPOSED PROPOSED UTILITY CONSTRUCTION A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO THE START OF CONSTRUCTION A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO THE START OF CONSTRUCTION A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO THE START OF A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO THE START OF A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO THE START OF MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO THE START OF MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO THE START OF OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO THE START OF OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO THE START OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO THE START OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO THE START OF HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO THE START OF HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO THE START OF AND A MAXIMUM OF 96 HOURS PRIOR TO THE START OF AND A MAXIMUM OF 96 HOURS PRIOR TO THE START OF A MAXIMUM OF 96 HOURS PRIOR TO THE START OF A MAXIMUM OF 96 HOURS PRIOR TO THE START OF MAXIMUM OF 96 HOURS PRIOR TO THE START OF MAXIMUM OF 96 HOURS PRIOR TO THE START OF OF 96 HOURS PRIOR TO THE START OF OF 96 HOURS PRIOR TO THE START OF 96 HOURS PRIOR TO THE START OF 96 HOURS PRIOR TO THE START OF HOURS PRIOR TO THE START OF HOURS PRIOR TO THE START OF PRIOR TO THE START OF PRIOR TO THE START OF TO THE START OF TO THE START OF THE START OF THE START OF START OF START OF OF OF CONSTRUCTION. A WEEKLY CONSTRUCTION MEETING SHALL BE REQUIRED WITH THE CONTRACTOR, DISTRICT ENGINEER A WEEKLY CONSTRUCTION MEETING SHALL BE REQUIRED WITH THE CONTRACTOR, DISTRICT ENGINEER A WEEKLY CONSTRUCTION MEETING SHALL BE REQUIRED WITH THE CONTRACTOR, DISTRICT ENGINEER A WEEKLY CONSTRUCTION MEETING SHALL BE REQUIRED WITH THE CONTRACTOR, DISTRICT ENGINEER WEEKLY CONSTRUCTION MEETING SHALL BE REQUIRED WITH THE CONTRACTOR, DISTRICT ENGINEER WEEKLY CONSTRUCTION MEETING SHALL BE REQUIRED WITH THE CONTRACTOR, DISTRICT ENGINEER CONSTRUCTION MEETING SHALL BE REQUIRED WITH THE CONTRACTOR, DISTRICT ENGINEER CONSTRUCTION MEETING SHALL BE REQUIRED WITH THE CONTRACTOR, DISTRICT ENGINEER MEETING SHALL BE REQUIRED WITH THE CONTRACTOR, DISTRICT ENGINEER MEETING SHALL BE REQUIRED WITH THE CONTRACTOR, DISTRICT ENGINEER SHALL BE REQUIRED WITH THE CONTRACTOR, DISTRICT ENGINEER SHALL BE REQUIRED WITH THE CONTRACTOR, DISTRICT ENGINEER BE REQUIRED WITH THE CONTRACTOR, DISTRICT ENGINEER BE REQUIRED WITH THE CONTRACTOR, DISTRICT ENGINEER REQUIRED WITH THE CONTRACTOR, DISTRICT ENGINEER REQUIRED WITH THE CONTRACTOR, DISTRICT ENGINEER WITH THE CONTRACTOR, DISTRICT ENGINEER WITH THE CONTRACTOR, DISTRICT ENGINEER THE CONTRACTOR, DISTRICT ENGINEER THE CONTRACTOR, DISTRICT ENGINEER CONTRACTOR, DISTRICT ENGINEER CONTRACTOR, DISTRICT ENGINEER DISTRICT ENGINEER DISTRICT ENGINEER ENGINEER ENGINEER AND ALL OTHER PARTIES AS DEEMED NECESSARY BY THE DISTRICT. 20.COMMENCEMENT OF CONSTRUCTION OF WATER/SEWER SYSTEMS WITHIN THE METROPOLITAN DISTRICT: COMMENCEMENT OF CONSTRUCTION OF WATER/SEWER SYSTEMS WITHIN THE METROPOLITAN DISTRICT: a.PRIOR TO THE START OF CONSTRUCTION, A PRE-CONSTRUCTION MEETING IS REQUIRED A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION, A PRE-CONSTRUCTION MEETING IS REQUIRED A MINIMUM OF 48 HOURS PRE-CONSTRUCTION MEETING IS REQUIRED A MINIMUM OF 48 HOURS A MINIMUM OF 48 HOURS IN ADVANCE OF COMMENCEMENT OF WORK. A REPRESENTATIVE OF THE OWNER OR DEVELOPER, A REPRESENTATIVE OF THE CONTRACTOR AND DESIGN ENGINEER ARE REQUIRED TO ATTEND. CONTACT THE DISTRICT TO SCHEDULE THE PRE-CONSTRUCTION MEETING. NO PRE-CONSTRUCTION MEETING CAN BE SCHEDULED NO PRE-CONSTRUCTION MEETING CAN BE SCHEDULED PRE-CONSTRUCTION MEETING CAN BE SCHEDULED PRE-CONSTRUCTION MEETING CAN BE SCHEDULED PRIOR TO FOUR (4) SIGNED/APPROVED PLAN SETS ARE RECEIVED BY THE DISTRICT. b.THE CONTRACTOR IS REQUIRED TO NOTIFY THE DISTRICT A MINIMUM OF 48 HOURS AND A MAXIMUM OF 2 THE CONTRACTOR IS REQUIRED TO NOTIFY THE DISTRICT A MINIMUM OF 48 HOURS AND A MAXIMUM OF 2 WEEKS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO NOTIFYAFFECTED UTILITY AFFECTED UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION ADJACENT TO THE KNOWN UTILITY LINES. 21.TESTING OF FACILITIES: TESTING OF FACILITIES: a.THE CONTRACTOR SHALL NOTIFY THE DISTRICT A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 THE CONTRACTOR SHALL NOTIFY THE DISTRICT A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO THE START OF ANY TESTING. b.ALL SECTIONS OF WATER LINE ARE TO MEET THE FOLLOWING PRESSURE TESTING REQUIREMENTS: ALL SECTIONS OF WATER LINE ARE TO MEET THE FOLLOWING PRESSURE TESTING REQUIREMENTS: TEST 100% OF ALL LINES MUST PASS PRESSURE TEST TO 200 PSI FOR TWO HOURS (UNLESS OTHERWISE APPROVED ON THE PLANS). c.ALL SANITARY SEWER FACILITIES ARE TO MEET THE FOLLOWING TESTING REQUIREMENTS ALL SANITARY SEWER FACILITIES ARE TO MEET THE FOLLOWING TESTING REQUIREMENTS ALL LINES SHALL BE JET CLEANED PRIOR TO VACUUM OR PRESSURE TESTING ALL MANHOLES SHALL BE VACUUM TESTED WITH DISTRICT STAFF PRESENT PRIOR TO CCTV INSPECTION. SEWER MAINS TO BE PRESSURE TEST PRIOR TO CCTV INSPECTION ALL LINES SHALL BE CCTV INSPECTED AND VIDEO SHALL TO BE SUBMITTED TO THE DISTRICT FOR REVIEW AND APPROVAL. 22.PRELIMINARY ACCEPTANCE SHALL BE DEFINED AS THE POINT IN TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR PRELIMINARY ACCEPTANCE SHALL BE DEFINED AS THE POINT IN TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR ACCEPTANCE SHALL BE DEFINED AS THE POINT IN TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR ACCEPTANCE SHALL BE DEFINED AS THE POINT IN TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR SHALL BE DEFINED AS THE POINT IN TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR SHALL BE DEFINED AS THE POINT IN TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR BE DEFINED AS THE POINT IN TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR BE DEFINED AS THE POINT IN TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR DEFINED AS THE POINT IN TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR DEFINED AS THE POINT IN TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR AS THE POINT IN TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR AS THE POINT IN TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR THE POINT IN TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR THE POINT IN TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR POINT IN TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR POINT IN TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR IN TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR IN TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR TIME THAT THE DISTRICT ACCEPTS THE FACILITY FOR THAT THE DISTRICT ACCEPTS THE FACILITY FOR THAT THE DISTRICT ACCEPTS THE FACILITY FOR THE DISTRICT ACCEPTS THE FACILITY FOR THE DISTRICT ACCEPTS THE FACILITY FOR DISTRICT ACCEPTS THE FACILITY FOR DISTRICT ACCEPTS THE FACILITY FOR ACCEPTS THE FACILITY FOR ACCEPTS THE FACILITY FOR THE FACILITY FOR THE FACILITY FOR FACILITY FOR FACILITY FOR FOR FOR USE. ALL SURFACE IMPROVEMENTS AND RESTORATION SHALL BE COMPLETED WITHIN 30 DAYS OF COMMENCEMENT. ALL SURFACE IMPROVEMENTS AND RESTORATION SHALL BE COMPLETED WITHIN 30 DAYS OF COMMENCEMENT. ALL SURFACE IMPROVEMENTS AND RESTORATION SHALL BE COMPLETED WITHIN 30 DAYS OF COMMENCEMENT. ALL SURFACE IMPROVEMENTS AND RESTORATION SHALL BE COMPLETED WITHIN 30 DAYS OF COMMENCEMENT. SURFACE IMPROVEMENTS AND RESTORATION SHALL BE COMPLETED WITHIN 30 DAYS OF COMMENCEMENT. SURFACE IMPROVEMENTS AND RESTORATION SHALL BE COMPLETED WITHIN 30 DAYS OF COMMENCEMENT. IMPROVEMENTS AND RESTORATION SHALL BE COMPLETED WITHIN 30 DAYS OF COMMENCEMENT. IMPROVEMENTS AND RESTORATION SHALL BE COMPLETED WITHIN 30 DAYS OF COMMENCEMENT. AND RESTORATION SHALL BE COMPLETED WITHIN 30 DAYS OF COMMENCEMENT. AND RESTORATION SHALL BE COMPLETED WITHIN 30 DAYS OF COMMENCEMENT. RESTORATION SHALL BE COMPLETED WITHIN 30 DAYS OF COMMENCEMENT. RESTORATION SHALL BE COMPLETED WITHIN 30 DAYS OF COMMENCEMENT. SHALL BE COMPLETED WITHIN 30 DAYS OF COMMENCEMENT. SHALL BE COMPLETED WITHIN 30 DAYS OF COMMENCEMENT. BE COMPLETED WITHIN 30 DAYS OF COMMENCEMENT. BE COMPLETED WITHIN 30 DAYS OF COMMENCEMENT. COMPLETED WITHIN 30 DAYS OF COMMENCEMENT. COMPLETED WITHIN 30 DAYS OF COMMENCEMENT. WITHIN 30 DAYS OF COMMENCEMENT. WITHIN 30 DAYS OF COMMENCEMENT. 30 DAYS OF COMMENCEMENT. 30 DAYS OF COMMENCEMENT. DAYS OF COMMENCEMENT. DAYS OF COMMENCEMENT. OF COMMENCEMENT. OF COMMENCEMENT. COMMENCEMENT. COMMENCEMENT. SHOULD THE CONTRACTOR FAIL TO COMPLETE ALL SURFACE IMPROVEMENTS AND RESTORATION WITHIN 30 DAYS OF THE CONTRACTOR FAIL TO COMPLETE ALL SURFACE IMPROVEMENTS AND RESTORATION WITHIN 30 DAYS OF THE CONTRACTOR FAIL TO COMPLETE ALL SURFACE IMPROVEMENTS AND RESTORATION WITHIN 30 DAYS OF CONTRACTOR FAIL TO COMPLETE ALL SURFACE IMPROVEMENTS AND RESTORATION WITHIN 30 DAYS OF CONTRACTOR FAIL TO COMPLETE ALL SURFACE IMPROVEMENTS AND RESTORATION WITHIN 30 DAYS OF FAIL TO COMPLETE ALL SURFACE IMPROVEMENTS AND RESTORATION WITHIN 30 DAYS OF FAIL TO COMPLETE ALL SURFACE IMPROVEMENTS AND RESTORATION WITHIN 30 DAYS OF TO COMPLETE ALL SURFACE IMPROVEMENTS AND RESTORATION WITHIN 30 DAYS OF TO COMPLETE ALL SURFACE IMPROVEMENTS AND RESTORATION WITHIN 30 DAYS OF COMPLETE ALL SURFACE IMPROVEMENTS AND RESTORATION WITHIN 30 DAYS OF COMPLETE ALL SURFACE IMPROVEMENTS AND RESTORATION WITHIN 30 DAYS OF ALL SURFACE IMPROVEMENTS AND RESTORATION WITHIN 30 DAYS OF ALL SURFACE IMPROVEMENTS AND RESTORATION WITHIN 30 DAYS OF SURFACE IMPROVEMENTS AND RESTORATION WITHIN 30 DAYS OF SURFACE IMPROVEMENTS AND RESTORATION WITHIN 30 DAYS OF IMPROVEMENTS AND RESTORATION WITHIN 30 DAYS OF IMPROVEMENTS AND RESTORATION WITHIN 30 DAYS OF AND RESTORATION WITHIN 30 DAYS OF AND RESTORATION WITHIN 30 DAYS OF RESTORATION WITHIN 30 DAYS OF RESTORATION WITHIN 30 DAYS OF WITHIN 30 DAYS OF WITHIN 30 DAYS OF 30 DAYS OF 30 DAYS OF DAYS OF DAYS OF OF OF COMMENCEMENT OF SERVICE, THE DISTRICT, AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THE OF SERVICE, THE DISTRICT, AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THE OF SERVICE, THE DISTRICT, AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THE SERVICE, THE DISTRICT, AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THE SERVICE, THE DISTRICT, AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THE THE DISTRICT, AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THE THE DISTRICT, AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THE DISTRICT, AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THE DISTRICT, AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THE AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THE AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THE THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THE THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THE DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THE DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THE MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THE MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THE ELECT TO COMPLETE THE IMPROVEMENTS AT THE ELECT TO COMPLETE THE IMPROVEMENTS AT THE TO COMPLETE THE IMPROVEMENTS AT THE TO COMPLETE THE IMPROVEMENTS AT THE COMPLETE THE IMPROVEMENTS AT THE COMPLETE THE IMPROVEMENTS AT THE THE IMPROVEMENTS AT THE THE IMPROVEMENTS AT THE IMPROVEMENTS AT THE IMPROVEMENTS AT THE AT THE AT THE THE THE CONTRACTORS COST. 23.FINAL ACCEPTANCE BY THE DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT FINAL ACCEPTANCE BY THE DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT ACCEPTANCE BY THE DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT ACCEPTANCE BY THE DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT BY THE DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT BY THE DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT THE DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT THE DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT NOT OCCUR UNTIL COMPLETION OF FINAL ASPHALT OCCUR UNTIL COMPLETION OF FINAL ASPHALT OCCUR UNTIL COMPLETION OF FINAL ASPHALT UNTIL COMPLETION OF FINAL ASPHALT UNTIL COMPLETION OF FINAL ASPHALT COMPLETION OF FINAL ASPHALT COMPLETION OF FINAL ASPHALT OF FINAL ASPHALT OF FINAL ASPHALT FINAL ASPHALT FINAL ASPHALT ASPHALT ASPHALT LAYERS AND/OR FINAL COMPLETION AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE WARRANTY PERIOD AND/OR FINAL COMPLETION AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE WARRANTY PERIOD AND/OR FINAL COMPLETION AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE WARRANTY PERIOD FINAL COMPLETION AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE WARRANTY PERIOD FINAL COMPLETION AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE WARRANTY PERIOD COMPLETION AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE WARRANTY PERIOD COMPLETION AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE WARRANTY PERIOD AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE WARRANTY PERIOD AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE WARRANTY PERIOD RESTORATION OF ALL SURFACE IMPROVEMENTS. THE WARRANTY PERIOD RESTORATION OF ALL SURFACE IMPROVEMENTS. THE WARRANTY PERIOD OF ALL SURFACE IMPROVEMENTS. THE WARRANTY PERIOD OF ALL SURFACE IMPROVEMENTS. THE WARRANTY PERIOD ALL SURFACE IMPROVEMENTS. THE WARRANTY PERIOD ALL SURFACE IMPROVEMENTS. THE WARRANTY PERIOD SURFACE IMPROVEMENTS. THE WARRANTY PERIOD SURFACE IMPROVEMENTS. THE WARRANTY PERIOD IMPROVEMENTS. THE WARRANTY PERIOD IMPROVEMENTS. THE WARRANTY PERIOD THE WARRANTY PERIOD THE WARRANTY PERIOD THE WARRANTY PERIOD WARRANTY PERIOD WARRANTY PERIOD PERIOD PERIOD FOR ALL FACILITIES PRIOR TO FINAL ACCEPTANCE SHALL BE 24 MONTHS COMMENCING AFTER PRELIMINARY ACCEPTANCE. 24.ACCEPTANCE: ACCEPTANCE: a.THE DISTRICT MAY GIVE PRELIMINARY ACCEPTANCE ONCE ALL OF THE TESTS ON ALL THE LINES HAVE BEEN COMPLETED THE DISTRICT MAY GIVE PRELIMINARY ACCEPTANCE ONCE ALL OF THE TESTS ON ALL THE LINES HAVE BEEN COMPLETED AND A WALK-THRU HAS OCCURRED. b.A SECOND ACCEPTANCE MAY OCCUR ONCE FIRST LIFT OF ASPHALT GOES DOWN AND A SECOND WALK-THRU OF THE A SECOND ACCEPTANCE MAY OCCUR ONCE FIRST LIFT OF ASPHALT GOES DOWN AND A SECOND WALK-THRU OF THE SYSTEM OCCURS. IF ALL FACILITIES ARE CLEAN AND ACCESSIBLE, A FINAL ACCEPTANCE MAY OCCUR (THE DISTRICT MAY REQUIRE CLEANING AND RE-VIDEO OF THE SYSTEM, DEPENDING ON THE SEVERITY OF THE CONTAMINATION). 25.ALL WATER AND SEWER MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED ALL WATER AND SEWER MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED WATER AND SEWER MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED WATER AND SEWER MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED AND SEWER MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED AND SEWER MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED SEWER MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED SEWER MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED HAVE "AS-BUILT" DRAWINGS PREPARED AND APPROVED "AS-BUILT" DRAWINGS PREPARED AND APPROVED "AS-BUILT" DRAWINGS PREPARED AND APPROVED DRAWINGS PREPARED AND APPROVED DRAWINGS PREPARED AND APPROVED PREPARED AND APPROVED PREPARED AND APPROVED AND APPROVED AND APPROVED APPROVED APPROVED PRIOR TO PRELIMINARY ACCEPTANCE BY THE DISTRICT. 26.ALL COMMERCIAL/BUSINESS DEVELOPMENTS SHALL HAVE AN EIGHT INCH (MIN.) WATER MAIN LOOPED THROUGH THE ALL COMMERCIAL/BUSINESS DEVELOPMENTS SHALL HAVE AN EIGHT INCH (MIN.) WATER MAIN LOOPED THROUGH THE COMMERCIAL/BUSINESS DEVELOPMENTS SHALL HAVE AN EIGHT INCH (MIN.) WATER MAIN LOOPED THROUGH THE COMMERCIAL/BUSINESS DEVELOPMENTS SHALL HAVE AN EIGHT INCH (MIN.) WATER MAIN LOOPED THROUGH THE DEVELOPMENTS SHALL HAVE AN EIGHT INCH (MIN.) WATER MAIN LOOPED THROUGH THE DEVELOPMENTS SHALL HAVE AN EIGHT INCH (MIN.) WATER MAIN LOOPED THROUGH THE SHALL HAVE AN EIGHT INCH (MIN.) WATER MAIN LOOPED THROUGH THE SHALL HAVE AN EIGHT INCH (MIN.) WATER MAIN LOOPED THROUGH THE HAVE AN EIGHT INCH (MIN.) WATER MAIN LOOPED THROUGH THE HAVE AN EIGHT INCH (MIN.) WATER MAIN LOOPED THROUGH THE AN EIGHT INCH (MIN.) WATER MAIN LOOPED THROUGH THE AN EIGHT INCH (MIN.) WATER MAIN LOOPED THROUGH THE EIGHT INCH (MIN.) WATER MAIN LOOPED THROUGH THE EIGHT INCH (MIN.) WATER MAIN LOOPED THROUGH THE INCH (MIN.) WATER MAIN LOOPED THROUGH THE INCH (MIN.) WATER MAIN LOOPED THROUGH THE (MIN.) WATER MAIN LOOPED THROUGH THE (MIN.) WATER MAIN LOOPED THROUGH THE WATER MAIN LOOPED THROUGH THE WATER MAIN LOOPED THROUGH THE MAIN LOOPED THROUGH THE MAIN LOOPED THROUGH THE LOOPED THROUGH THE LOOPED THROUGH THE THROUGH THE THROUGH THE THE THE PROPOSED PROPERTY WITH GATE VALVES LOCATED WHERE THE MAIN ENTERS THE PROPERTY LINE. AN EIGHT INCH PROPERTY WITH GATE VALVES LOCATED WHERE THE MAIN ENTERS THE PROPERTY LINE. AN EIGHT INCH PROPERTY WITH GATE VALVES LOCATED WHERE THE MAIN ENTERS THE PROPERTY LINE. AN EIGHT INCH WITH GATE VALVES LOCATED WHERE THE MAIN ENTERS THE PROPERTY LINE. AN EIGHT INCH WITH GATE VALVES LOCATED WHERE THE MAIN ENTERS THE PROPERTY LINE. AN EIGHT INCH GATE VALVES LOCATED WHERE THE MAIN ENTERS THE PROPERTY LINE. AN EIGHT INCH GATE VALVES LOCATED WHERE THE MAIN ENTERS THE PROPERTY LINE. AN EIGHT INCH VALVES LOCATED WHERE THE MAIN ENTERS THE PROPERTY LINE. AN EIGHT INCH VALVES LOCATED WHERE THE MAIN ENTERS THE PROPERTY LINE. AN EIGHT INCH LOCATED WHERE THE MAIN ENTERS THE PROPERTY LINE. AN EIGHT INCH LOCATED WHERE THE MAIN ENTERS THE PROPERTY LINE. AN EIGHT INCH WHERE THE MAIN ENTERS THE PROPERTY LINE. AN EIGHT INCH WHERE THE MAIN ENTERS THE PROPERTY LINE. AN EIGHT INCH THE MAIN ENTERS THE PROPERTY LINE. AN EIGHT INCH THE MAIN ENTERS THE PROPERTY LINE. AN EIGHT INCH MAIN ENTERS THE PROPERTY LINE. AN EIGHT INCH MAIN ENTERS THE PROPERTY LINE. AN EIGHT INCH ENTERS THE PROPERTY LINE. AN EIGHT INCH ENTERS THE PROPERTY LINE. AN EIGHT INCH THE PROPERTY LINE. AN EIGHT INCH THE PROPERTY LINE. AN EIGHT INCH PROPERTY LINE. AN EIGHT INCH PROPERTY LINE. AN EIGHT INCH LINE. AN EIGHT INCH LINE. AN EIGHT INCH AN EIGHT INCH AN EIGHT INCH AN EIGHT INCH EIGHT INCH EIGHT INCH INCH INCH SEWER MAIN SHALL BE INSTALLED FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL BE MAIN SHALL BE INSTALLED FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL BE MAIN SHALL BE INSTALLED FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL BE SHALL BE INSTALLED FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL BE SHALL BE INSTALLED FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL BE BE INSTALLED FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL BE BE INSTALLED FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL BE INSTALLED FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL BE INSTALLED FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL BE FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL BE FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL BE SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL BE SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL BE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL BE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL BE COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL BE COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL BE DEVELOPMENTS, AND A MANHOLE SHALL BE DEVELOPMENTS, AND A MANHOLE SHALL BE AND A MANHOLE SHALL BE AND A MANHOLE SHALL BE A MANHOLE SHALL BE A MANHOLE SHALL BE MANHOLE SHALL BE MANHOLE SHALL BE SHALL BE SHALL BE BE BE LOCATED WHERE THE MAIN ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE WHERE THE MAIN ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE WHERE THE MAIN ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE THE MAIN ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE THE MAIN ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE MAIN ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE MAIN ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE THE END OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE THE END OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE THE END OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE END OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE END OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE OF THE MAINS SHALL BE MARKED WITH THE APPROPRIATE THE MAINS SHALL BE MARKED WITH THE APPROPRIATE THE MAINS SHALL BE MARKED WITH THE APPROPRIATE MAINS SHALL BE MARKED WITH THE APPROPRIATE MAINS SHALL BE MARKED WITH THE APPROPRIATE SHALL BE MARKED WITH THE APPROPRIATE SHALL BE MARKED WITH THE APPROPRIATE BE MARKED WITH THE APPROPRIATE BE MARKED WITH THE APPROPRIATE MARKED WITH THE APPROPRIATE MARKED WITH THE APPROPRIATE WITH THE APPROPRIATE WITH THE APPROPRIATE THE APPROPRIATE THE APPROPRIATE APPROPRIATE APPROPRIATE COLORED CARSONITE MARKER ALONG WITH TRACER WIRE. 27.AFTER REVIEW AND APPROVAL OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION AFTER REVIEW AND APPROVAL OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION REVIEW AND APPROVAL OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION REVIEW AND APPROVAL OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION AND APPROVAL OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION AND APPROVAL OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION APPROVAL OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION APPROVAL OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION EXTENSION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION EXTENSION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION OF LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION LINES, FACILITIES AND/OR SERVICES, CONSTRUCTION FACILITIES AND/OR SERVICES, CONSTRUCTION FACILITIES AND/OR SERVICES, CONSTRUCTION AND/OR SERVICES, CONSTRUCTION AND/OR SERVICES, CONSTRUCTION SERVICES, CONSTRUCTION SERVICES, CONSTRUCTION CONSTRUCTION CONSTRUCTION MUST BE COMMENCED WITHIN 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMERCIAL BE COMMENCED WITHIN 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMERCIAL BE COMMENCED WITHIN 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMERCIAL COMMENCED WITHIN 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMERCIAL COMMENCED WITHIN 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMERCIAL WITHIN 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMERCIAL WITHIN 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMERCIAL 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMERCIAL 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMERCIAL MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMERCIAL MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMERCIAL FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMERCIAL FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMERCIAL RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMERCIAL RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMERCIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMERCIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMERCIAL AND 12 MONTHS FOR ANY COMMERCIAL AND 12 MONTHS FOR ANY COMMERCIAL 12 MONTHS FOR ANY COMMERCIAL 12 MONTHS FOR ANY COMMERCIAL MONTHS FOR ANY COMMERCIAL MONTHS FOR ANY COMMERCIAL FOR ANY COMMERCIAL FOR ANY COMMERCIAL ANY COMMERCIAL ANY COMMERCIAL COMMERCIAL COMMERCIAL INSTALLATIONS. 28.INSPECTION FEES: CALL THE DISTRICT (719-495-2500) FOR FEE SCHEDULE.INSPECTION FEES: CALL THE DISTRICT (719-495-2500) FOR FEE SCHEDULE.
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GAS MAIN
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C
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L
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8" PVC WATER MAIN
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8" PVC SANITARY SEWER
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%%UTYPICAL SECTION - INTERNAL ACCESS ROAD [PRIVATE]
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CONCRETE (TYP)
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2.00%%%
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2.00%%%
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P
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L
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P
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L
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BLDG
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BLDG
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VARIES (2.00% MIN)
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VARIES (2.00% MIN)
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SCALE: N.T.S.
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SIDEWALK *
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* REFER TO PLAN FOR SPECIFIC SIDEWALK LOCATIONS
