sterling ranch - sanitary infrastructure 4 force main ... · project no. file: horiz: vert: scale....
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CIVIL CONSULTANTS, INC.
102 E
. PIKE
S PEA
K AVE
., 5TH
FLOO
RCO
LORA
DO SP
RINGS
, CO
8090
3PH
ONE:
719.9
55.54
85
STERLING RANCH - SANITARY INFRASTRUCTURE
COUNTY OF EL PASO, STATE OF COLORADO
4" FORCE MAIN SANITARY SEWER (CSU)
JULY 2019
VICINITY MAPN.T.S.
SITE
SAND
CREEK
SITE MAPN.T.S.
“ ” “ ”
·
·
·
·
·
·
4" FORCE MAIN
SANITARY LIFTSTATION
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VOLLMER ROAD
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STERLING RANCH ROAD
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MARKSHEFFEL ROAD
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MARKSHEFFEL ROAD
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23.35
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22.73
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22.15
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24.08
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FM
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FM
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FM
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CIG GAS LINE (20")
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EL PASO GAS LINE (20")
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KANEB GAS LINE (6")
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Mon.
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Mon.
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Mon.
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CIG GAS LINE (20")
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EL PASO GAS LINE (20")
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KANEB GAS LINE (6")
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1/4
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COR
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33
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32
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1/4
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33
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4
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COR
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NO.
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REVISIONS:
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CHECKED BY:
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DRAWN BY:
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DESIGNED BY:
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DATE:
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BY:
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DESCRIPTION:
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APRV'D. BY:
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DATE:
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THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
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CAUTION
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FOR AND ON BEHALF OF M&S CIVIL CONSULTANTS, INC.
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VIRGIL A. SANCHEZ, COLORADO P.E. NO. 37160
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PROJECT NO.
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FILE:
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HORIZ:
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VERT:
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SCALE
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DATE:
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\dwg\Const Dwg\Sanitary Sewer Plans\FM01.dwg
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File: O:\09010A\SR Sewer\dwg\Const Dwg\4IN FORCE MAIN\FM01.dwg Plotstamp: 7/3/2019 4:01 PM
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STERLING RANCH-SANITARY INFRASTRUCTURE
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4" FORCE MAIN SANITARY SEWER
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09-010
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VAS
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JWP
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VAS
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1"=50'
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1"=5'
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07-05-19
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SHEET 1 OF 4
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FM01
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COWPOKE RD
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E WOODMEN RD
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BLACK FOREST RD
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POWERS BLVD
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FOREST MEADOWS AVE
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VOLLMER RD
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BRIARGATE PKWY
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(FUTURE)
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MARKSHEFFEL RD (FUTURE)
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OLD RANCH RD
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MARKSHEFFEL RD
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RANCH RD
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STERLING
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(FUTURE)
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EXISTING VOLLMER RD.
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SHEET INDEX SHEET 1TITLE SHEET TITLE SHEET SHEET 2SITE PLAN SITE PLAN SHEET 34" FORCE MAIN PLAN & PROFILE 4" FORCE MAIN PLAN & PROFILE SHEET 44" FORCE MAIN PLAN & PROFILE 4" FORCE MAIN PLAN & PROFILE SHEET 5DETAILS DETAILS
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STERLING RANCH RD
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DINES BLVD
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MARKSHEFFEL RD
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OWNER/DEVELOPER
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SIGNED
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WATER & SEWER MAIN EXTENTIONS ANY CHANGES OR ALTERATIONS AFFECTING THE GRADE, ALIGNMENT, ELEVATION AND/OR DEPTH OF COVER OF CHANGES OR ALTERATIONS AFFECTING THE GRADE, ALIGNMENT, ELEVATION AND/OR DEPTH OF COVER OF CHANGES OR ALTERATIONS AFFECTING THE GRADE, ALIGNMENT, ELEVATION AND/OR DEPTH OF COVER OF OR ALTERATIONS AFFECTING THE GRADE, ALIGNMENT, ELEVATION AND/OR DEPTH OF COVER OF OR ALTERATIONS AFFECTING THE GRADE, ALIGNMENT, ELEVATION AND/OR DEPTH OF COVER OF ALTERATIONS AFFECTING THE GRADE, ALIGNMENT, ELEVATION AND/OR DEPTH OF COVER OF ALTERATIONS AFFECTING THE GRADE, ALIGNMENT, ELEVATION AND/OR DEPTH OF COVER OF AFFECTING THE GRADE, ALIGNMENT, ELEVATION AND/OR DEPTH OF COVER OF AFFECTING THE GRADE, ALIGNMENT, ELEVATION AND/OR DEPTH OF COVER OF THE GRADE, ALIGNMENT, ELEVATION AND/OR DEPTH OF COVER OF THE GRADE, ALIGNMENT, ELEVATION AND/OR DEPTH OF COVER OF GRADE, ALIGNMENT, ELEVATION AND/OR DEPTH OF COVER OF GRADE, ALIGNMENT, ELEVATION AND/OR DEPTH OF COVER OF ALIGNMENT, ELEVATION AND/OR DEPTH OF COVER OF ALIGNMENT, ELEVATION AND/OR DEPTH OF COVER OF ELEVATION AND/OR DEPTH OF COVER OF ELEVATION AND/OR DEPTH OF COVER OF AND/OR DEPTH OF COVER OF AND/OR DEPTH OF COVER OF DEPTH OF COVER OF DEPTH OF COVER OF OF COVER OF OF COVER OF COVER OF COVER OF OF OF ANY WATER OR SEWER MAINS OR OTHER APPURTENANCE SHOWN ON THIS DRAWING SHALL BE THE WATER OR SEWER MAINS OR OTHER APPURTENANCE SHOWN ON THIS DRAWING SHALL BE THE WATER OR SEWER MAINS OR OTHER APPURTENANCE SHOWN ON THIS DRAWING SHALL BE THE OR SEWER MAINS OR OTHER APPURTENANCE SHOWN ON THIS DRAWING SHALL BE THE OR SEWER MAINS OR OTHER APPURTENANCE SHOWN ON THIS DRAWING SHALL BE THE SEWER MAINS OR OTHER APPURTENANCE SHOWN ON THIS DRAWING SHALL BE THE SEWER MAINS OR OTHER APPURTENANCE SHOWN ON THIS DRAWING SHALL BE THE MAINS OR OTHER APPURTENANCE SHOWN ON THIS DRAWING SHALL BE THE MAINS OR OTHER APPURTENANCE SHOWN ON THIS DRAWING SHALL BE THE OR OTHER APPURTENANCE SHOWN ON THIS DRAWING SHALL BE THE OR OTHER APPURTENANCE SHOWN ON THIS DRAWING SHALL BE THE OTHER APPURTENANCE SHOWN ON THIS DRAWING SHALL BE THE OTHER APPURTENANCE SHOWN ON THIS DRAWING SHALL BE THE APPURTENANCE SHOWN ON THIS DRAWING SHALL BE THE APPURTENANCE SHOWN ON THIS DRAWING SHALL BE THE SHOWN ON THIS DRAWING SHALL BE THE SHOWN ON THIS DRAWING SHALL BE THE ON THIS DRAWING SHALL BE THE ON THIS DRAWING SHALL BE THE THIS DRAWING SHALL BE THE THIS DRAWING SHALL BE THE DRAWING SHALL BE THE DRAWING SHALL BE THE SHALL BE THE SHALL BE THE BE THE BE THE THE THE RESPONSIBILITY OF THE OWNER/DEVELOPER. THE OWNER/DEVELOPER SHALL BE RESPONSIBLE FOR ALL OF THE OWNER/DEVELOPER. THE OWNER/DEVELOPER SHALL BE RESPONSIBLE FOR ALL OF THE OWNER/DEVELOPER. THE OWNER/DEVELOPER SHALL BE RESPONSIBLE FOR ALL THE OWNER/DEVELOPER. THE OWNER/DEVELOPER SHALL BE RESPONSIBLE FOR ALL THE OWNER/DEVELOPER. THE OWNER/DEVELOPER SHALL BE RESPONSIBLE FOR ALL OWNER/DEVELOPER. THE OWNER/DEVELOPER SHALL BE RESPONSIBLE FOR ALL OWNER/DEVELOPER. THE OWNER/DEVELOPER SHALL BE RESPONSIBLE FOR ALL THE OWNER/DEVELOPER SHALL BE RESPONSIBLE FOR ALL THE OWNER/DEVELOPER SHALL BE RESPONSIBLE FOR ALL THE OWNER/DEVELOPER SHALL BE RESPONSIBLE FOR ALL OWNER/DEVELOPER SHALL BE RESPONSIBLE FOR ALL OWNER/DEVELOPER SHALL BE RESPONSIBLE FOR ALL SHALL BE RESPONSIBLE FOR ALL SHALL BE RESPONSIBLE FOR ALL BE RESPONSIBLE FOR ALL BE RESPONSIBLE FOR ALL RESPONSIBLE FOR ALL RESPONSIBLE FOR ALL FOR ALL FOR ALL ALL ALL OPERATIONAL DAMAGES AND DEFECTS IN INSTALLATION AND MATERIAL FOR MAINS AND SERVICES FROM THE DAMAGES AND DEFECTS IN INSTALLATION AND MATERIAL FOR MAINS AND SERVICES FROM THE DAMAGES AND DEFECTS IN INSTALLATION AND MATERIAL FOR MAINS AND SERVICES FROM THE AND DEFECTS IN INSTALLATION AND MATERIAL FOR MAINS AND SERVICES FROM THE AND DEFECTS IN INSTALLATION AND MATERIAL FOR MAINS AND SERVICES FROM THE DEFECTS IN INSTALLATION AND MATERIAL FOR MAINS AND SERVICES FROM THE DEFECTS IN INSTALLATION AND MATERIAL FOR MAINS AND SERVICES FROM THE IN INSTALLATION AND MATERIAL FOR MAINS AND SERVICES FROM THE IN INSTALLATION AND MATERIAL FOR MAINS AND SERVICES FROM THE INSTALLATION AND MATERIAL FOR MAINS AND SERVICES FROM THE INSTALLATION AND MATERIAL FOR MAINS AND SERVICES FROM THE AND MATERIAL FOR MAINS AND SERVICES FROM THE AND MATERIAL FOR MAINS AND SERVICES FROM THE MATERIAL FOR MAINS AND SERVICES FROM THE MATERIAL FOR MAINS AND SERVICES FROM THE FOR MAINS AND SERVICES FROM THE FOR MAINS AND SERVICES FROM THE MAINS AND SERVICES FROM THE MAINS AND SERVICES FROM THE AND SERVICES FROM THE AND SERVICES FROM THE SERVICES FROM THE SERVICES FROM THE FROM THE FROM THE THE THE DATE OF APPROVAL UNTIL FINAL ACCEPTANCE IS ISSUED.
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PRINT NAME
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DATE
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DBA
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ADDRESS
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IN CASE OF ERRORS OR OMISSIONS WITH THE WATER DESIGN AS SHOWN ON CASE OF ERRORS OR OMISSIONS WITH THE WATER DESIGN AS SHOWN ON CASE OF ERRORS OR OMISSIONS WITH THE WATER DESIGN AS SHOWN ON OF ERRORS OR OMISSIONS WITH THE WATER DESIGN AS SHOWN ON OF ERRORS OR OMISSIONS WITH THE WATER DESIGN AS SHOWN ON ERRORS OR OMISSIONS WITH THE WATER DESIGN AS SHOWN ON ERRORS OR OMISSIONS WITH THE WATER DESIGN AS SHOWN ON OR OMISSIONS WITH THE WATER DESIGN AS SHOWN ON OR OMISSIONS WITH THE WATER DESIGN AS SHOWN ON OMISSIONS WITH THE WATER DESIGN AS SHOWN ON OMISSIONS WITH THE WATER DESIGN AS SHOWN ON WITH THE WATER DESIGN AS SHOWN ON WITH THE WATER DESIGN AS SHOWN ON THE WATER DESIGN AS SHOWN ON THE WATER DESIGN AS SHOWN ON WATER DESIGN AS SHOWN ON WATER DESIGN AS SHOWN ON DESIGN AS SHOWN ON DESIGN AS SHOWN ON AS SHOWN ON AS SHOWN ON SHOWN ON SHOWN ON ON ON THIS DOCUMENT THE STANDARS AS DEFINED IN THE "RULES AND DOCUMENT THE STANDARS AS DEFINED IN THE "RULES AND DOCUMENT THE STANDARS AS DEFINED IN THE "RULES AND THE STANDARS AS DEFINED IN THE "RULES AND THE STANDARS AS DEFINED IN THE "RULES AND STANDARS AS DEFINED IN THE "RULES AND STANDARS AS DEFINED IN THE "RULES AND AS DEFINED IN THE "RULES AND AS DEFINED IN THE "RULES AND DEFINED IN THE "RULES AND DEFINED IN THE "RULES AND IN THE "RULES AND IN THE "RULES AND THE "RULES AND THE "RULES AND "RULES AND "RULES AND AND AND REGULATIONS FOR INSTALLATION OF WASTEWATER MAINS AND SERVICES" FOR INSTALLATION OF WASTEWATER MAINS AND SERVICES" FOR INSTALLATION OF WASTEWATER MAINS AND SERVICES" INSTALLATION OF WASTEWATER MAINS AND SERVICES" INSTALLATION OF WASTEWATER MAINS AND SERVICES" OF WASTEWATER MAINS AND SERVICES" OF WASTEWATER MAINS AND SERVICES" WASTEWATER MAINS AND SERVICES" WASTEWATER MAINS AND SERVICES" MAINS AND SERVICES" MAINS AND SERVICES" AND SERVICES" AND SERVICES" SERVICES" SERVICES" SHALL RULE.
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STERLING RANCH METROPOLITAN DISTRICT WASTEWATER DESIGN APPROVAL
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GENERAL NOTES 1.ALL UTILITY CONSTRUCTION TO BE CONDUCTED IN CONFORMANCE WITH THE CURRENT WOODMEN HILLS METROPOLITAN ALL UTILITY CONSTRUCTION TO BE CONDUCTED IN CONFORMANCE WITH THE CURRENT WOODMEN HILLS METROPOLITAN UTILITY CONSTRUCTION TO BE CONDUCTED IN CONFORMANCE WITH THE CURRENT WOODMEN HILLS METROPOLITAN UTILITY CONSTRUCTION TO BE CONDUCTED IN CONFORMANCE WITH THE CURRENT WOODMEN HILLS METROPOLITAN CONSTRUCTION TO BE CONDUCTED IN CONFORMANCE WITH THE CURRENT WOODMEN HILLS METROPOLITAN CONSTRUCTION TO BE CONDUCTED IN CONFORMANCE WITH THE CURRENT WOODMEN HILLS METROPOLITAN TO BE CONDUCTED IN CONFORMANCE WITH THE CURRENT WOODMEN HILLS METROPOLITAN TO BE CONDUCTED IN CONFORMANCE WITH THE CURRENT WOODMEN HILLS METROPOLITAN BE CONDUCTED IN CONFORMANCE WITH THE CURRENT WOODMEN HILLS METROPOLITAN BE CONDUCTED IN CONFORMANCE WITH THE CURRENT WOODMEN HILLS METROPOLITAN CONDUCTED IN CONFORMANCE WITH THE CURRENT WOODMEN HILLS METROPOLITAN CONDUCTED IN CONFORMANCE WITH THE CURRENT WOODMEN HILLS METROPOLITAN IN CONFORMANCE WITH THE CURRENT WOODMEN HILLS METROPOLITAN IN CONFORMANCE WITH THE CURRENT WOODMEN HILLS METROPOLITAN CONFORMANCE WITH THE CURRENT WOODMEN HILLS METROPOLITAN CONFORMANCE WITH THE CURRENT WOODMEN HILLS METROPOLITAN WITH THE CURRENT WOODMEN HILLS METROPOLITAN WITH THE CURRENT WOODMEN HILLS METROPOLITAN THE CURRENT WOODMEN HILLS METROPOLITAN THE CURRENT WOODMEN HILLS METROPOLITAN CURRENT WOODMEN HILLS METROPOLITAN CURRENT WOODMEN HILLS METROPOLITAN WOODMEN HILLS METROPOLITAN WOODMEN HILLS METROPOLITAN HILLS METROPOLITAN HILLS METROPOLITAN METROPOLITAN METROPOLITAN DISTRICT (WHMD, THE DISTRICT) SPECIFICATIONS. 2.ALL PLANS ON THE JOB SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO ALL PLANS ON THE JOB SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO PLANS ON THE JOB SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO PLANS ON THE JOB SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO ON THE JOB SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO ON 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 JOB SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO JOB SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO SITE SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO SHALL BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO BE SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO SIGNED BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO BY THE DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO BY 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 DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO DISTRICT AND THE DISTRICT'S ENGINEER. ANY REVISION TO AND THE DISTRICT'S ENGINEER. ANY REVISION TO AND THE DISTRICT'S ENGINEER. ANY REVISION TO THE DISTRICT'S ENGINEER. ANY REVISION TO THE DISTRICT'S ENGINEER. ANY REVISION TO DISTRICT'S ENGINEER. ANY REVISION TO DISTRICT'S ENGINEER. ANY REVISION TO ENGINEER. ANY REVISION TO ENGINEER. ANY REVISION TO ANY REVISION TO ANY REVISION TO ANY REVISION TO REVISION TO REVISION TO TO TO THE PLANS SHALL BE SO NOTED WITH THE OLD DRAWING MARKED NOT VALID. 3.ALL STATIONING IS CENTER LINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE ALL STATIONING IS CENTER LINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE STATIONING IS CENTER LINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE STATIONING IS CENTER LINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE IS CENTER LINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE IS CENTER LINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE CENTER LINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE CENTER LINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE LINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE LINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE OTHERWISE NOTED. ALL ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE OTHERWISE NOTED. ALL ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE ALL ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE ALL ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE ELEVATIONS ARE CENTER LINE UNLESS OTHERWISE ARE CENTER LINE UNLESS OTHERWISE ARE CENTER LINE UNLESS OTHERWISE CENTER LINE UNLESS OTHERWISE CENTER LINE UNLESS OTHERWISE LINE UNLESS OTHERWISE LINE 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 ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES BY THE DISTRICT. THE DISTRICT RESERVES BY THE DISTRICT. THE DISTRICT RESERVES THE DISTRICT. THE DISTRICT RESERVES THE DISTRICT. THE DISTRICT RESERVES DISTRICT. THE DISTRICT RESERVES DISTRICT. THE DISTRICT RESERVES THE DISTRICT RESERVES THE DISTRICT RESERVES THE DISTRICT RESERVES DISTRICT RESERVES DISTRICT RESERVES RESERVES RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS WORKMANSHIP THAT DOES NOT CONFORM TO ITS WORKMANSHIP THAT DOES NOT CONFORM TO ITS THAT DOES NOT CONFORM TO ITS THAT DOES NOT CONFORM TO ITS DOES NOT CONFORM TO ITS DOES NOT CONFORM TO ITS NOT CONFORM TO ITS NOT CONFORM TO ITS CONFORM TO ITS CONFORM TO ITS TO ITS TO ITS ITS ITS STANDARDS AND SPECIFICATIONS. 5.ALL OVER-LOT GRADING MUST BE COMPLETED TO WITHIN ONE (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF ALL OVER-LOT GRADING MUST BE COMPLETED TO WITHIN ONE (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF OVER-LOT GRADING MUST BE COMPLETED TO WITHIN ONE (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF OVER-LOT GRADING MUST BE COMPLETED TO WITHIN ONE (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF GRADING MUST BE COMPLETED TO WITHIN ONE (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF GRADING MUST BE COMPLETED TO WITHIN ONE (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF MUST BE COMPLETED TO WITHIN ONE (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF MUST BE COMPLETED TO WITHIN ONE (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF BE COMPLETED TO WITHIN ONE (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF BE COMPLETED TO WITHIN ONE (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF COMPLETED TO WITHIN ONE (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF COMPLETED TO WITHIN ONE (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF TO WITHIN ONE (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF TO WITHIN ONE (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF WITHIN ONE (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF WITHIN ONE (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF ONE (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF ONE (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF (1) FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF FOOT OF FINAL GRADE PRIOR TO INSTALLATION OF OF FINAL GRADE PRIOR TO INSTALLATION OF OF FINAL GRADE PRIOR TO INSTALLATION OF FINAL GRADE PRIOR TO INSTALLATION OF FINAL GRADE PRIOR TO INSTALLATION OF GRADE PRIOR TO INSTALLATION OF GRADE PRIOR TO INSTALLATION OF PRIOR TO INSTALLATION OF PRIOR TO INSTALLATION OF TO INSTALLATION OF TO INSTALLATION OF INSTALLATION OF INSTALLATION OF OF OF WATER AND WASTEWATER INFRASTRUCTURE. 6.ALL WATER AND SEWER SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE ALL WATER AND SEWER SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE WATER AND SEWER SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE WATER AND SEWER SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE AND SEWER SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE AND SEWER SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE SEWER SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE SEWER SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE SERVICE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE LOCATIONS SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE SHALL BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE BE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE CLEARLY MARKED ON EITHER THE CURB HEAD OR THE FACE MARKED ON EITHER THE CURB HEAD OR THE FACE MARKED ON EITHER THE CURB HEAD OR THE FACE ON EITHER THE CURB HEAD OR THE FACE ON EITHER THE CURB HEAD OR THE FACE EITHER THE CURB HEAD OR THE FACE EITHER THE CURB HEAD OR THE FACE THE CURB HEAD OR THE FACE THE CURB HEAD OR THE FACE CURB HEAD OR THE FACE CURB HEAD OR THE FACE HEAD OR THE FACE HEAD OR THE FACE OR THE FACE OR THE FACE THE FACE THE FACE FACE FACE OF THE CURB, WITH AN “S” FOR SEWER AND A “W” FOR WATER. S” FOR SEWER AND A “W” FOR WATER. FOR SEWER AND A “W” FOR WATER. W” FOR WATER. FOR WATER. 7.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 DOUBLE BONDED AT EACH JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL DOUBLE BONDED AT EACH JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BONDED AT EACH JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BONDED AT EACH JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL AT EACH JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL AT EACH JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL EACH JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL EACH JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL JOINT AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL AND ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL ELECTRICALLY ISOLATED. BONDING AND ANODE CONNECTIONS SHALL ISOLATED. BONDING AND ANODE CONNECTIONS SHALL ISOLATED. BONDING AND ANODE CONNECTIONS SHALL BONDING AND ANODE CONNECTIONS SHALL BONDING AND ANODE CONNECTIONS SHALL BONDING AND ANODE CONNECTIONS SHALL AND ANODE CONNECTIONS SHALL AND ANODE CONNECTIONS SHALL ANODE CONNECTIONS SHALL ANODE CONNECTIONS SHALL CONNECTIONS SHALL CONNECTIONS SHALL SHALL SHALL BE THOROUGHLY COATED WITH BITUMINOUS COATINGS. 8.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 WITH 17 LB. MAGNESIUM ANODES EVERY 400 FEET AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL WITH 17 LB. MAGNESIUM ANODES EVERY 400 FEET AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL 17 LB. MAGNESIUM ANODES EVERY 400 FEET AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL 17 LB. MAGNESIUM ANODES EVERY 400 FEET AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL LB. MAGNESIUM ANODES EVERY 400 FEET AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL LB. MAGNESIUM ANODES EVERY 400 FEET AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL MAGNESIUM ANODES EVERY 400 FEET AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL MAGNESIUM ANODES EVERY 400 FEET AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL ANODES EVERY 400 FEET AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL ANODES EVERY 400 FEET AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL EVERY 400 FEET AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL EVERY 400 FEET AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL 400 FEET AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL 400 FEET AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL FEET AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL FEET AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL 9 LB. MAGNESIUM ANODES AT EACH FITTING. ALL LB. MAGNESIUM ANODES AT EACH FITTING. ALL LB. MAGNESIUM ANODES AT EACH FITTING. ALL MAGNESIUM ANODES AT EACH FITTING. ALL MAGNESIUM ANODES AT EACH FITTING. ALL ANODES AT EACH FITTING. ALL ANODES AT EACH FITTING. ALL AT EACH FITTING. ALL AT EACH FITTING. ALL EACH FITTING. ALL EACH FITTING. ALL FITTING. ALL FITTING. ALL ALL ALL ALL DUCTILE IRON PIPE 12 INCHES AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 IRON PIPE 12 INCHES AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 IRON PIPE 12 INCHES AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 PIPE 12 INCHES AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 PIPE 12 INCHES AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 12 INCHES AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 12 INCHES AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 INCHES AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 INCHES AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 AND GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 GREATER AND FITTINGS SHALL HAVE CATHODIC PROTECTION USING TWO NO. 6 GREATER 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 300 FEET AND 9 LB. MAGNESIUM ANODES AT EACH FITTING. 9.ALL PIPE MATERIAL, BACKFILL AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY ALL PIPE MATERIAL, BACKFILL AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY PIPE MATERIAL, BACKFILL AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY PIPE MATERIAL, BACKFILL AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY MATERIAL, BACKFILL AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY MATERIAL, BACKFILL AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY BACKFILL AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY BACKFILL AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY AND INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY INSTALLATION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE CITY TO THE APPLICABLE SPECIFICATIONS OF THE CITY TO THE APPLICABLE SPECIFICATIONS OF THE CITY THE APPLICABLE SPECIFICATIONS OF THE CITY THE APPLICABLE SPECIFICATIONS OF THE CITY APPLICABLE SPECIFICATIONS OF THE CITY APPLICABLE SPECIFICATIONS OF THE CITY SPECIFICATIONS OF THE CITY SPECIFICATIONS OF THE CITY OF THE CITY OF THE CITY THE CITY THE CITY CITY CITY OF COLORADO SPRINGS, COLORADO DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF COLORADO SPRINGS, COLORADO DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF COLORADO SPRINGS, COLORADO DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF SPRINGS, COLORADO DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF SPRINGS, COLORADO DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF COLORADO DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF COLORADO DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF TRANSPORTATION, EL PASO COUNTY DEPARTMENT OF EL PASO COUNTY DEPARTMENT OF EL PASO COUNTY DEPARTMENT OF PASO COUNTY DEPARTMENT OF PASO COUNTY DEPARTMENT OF COUNTY DEPARTMENT OF COUNTY DEPARTMENT OF DEPARTMENT OF DEPARTMENT OF OF OF TRANSPORTATION, COLORADO SPRINGS UTILITIES AND THE GEOTECHNICAL ENGINEER. 10.COMPACTION TESTS SHALL BE 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE COMPACTION TESTS SHALL BE 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE TESTS SHALL BE 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE TESTS SHALL BE 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE SHALL BE 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE SHALL BE 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE BE 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE BE 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE 95% STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE STANDARD PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE PROCTOR AS DETERMINED BY ASTM D698, UNLESS OTHERWISE AS DETERMINED BY ASTM D698, UNLESS OTHERWISE AS DETERMINED BY ASTM D698, UNLESS OTHERWISE DETERMINED BY ASTM D698, UNLESS OTHERWISE DETERMINED BY ASTM D698, UNLESS OTHERWISE BY ASTM D698, UNLESS OTHERWISE BY ASTM D698, UNLESS OTHERWISE ASTM D698, UNLESS OTHERWISE ASTM D698, UNLESS OTHERWISE D698, UNLESS OTHERWISE D698, UNLESS OTHERWISE UNLESS OTHERWISE UNLESS OTHERWISE OTHERWISE OTHERWISE APPROVED BY THE DISTRICT OR HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY BY THE DISTRICT OR HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY BY THE DISTRICT OR HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY THE DISTRICT OR HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY THE DISTRICT OR HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY DISTRICT OR HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY DISTRICT OR HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY OR HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY OR HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY HIGHER STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY STANDARD AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY AS IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY IMPOSED BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY BY ANOTHER AGENCIES HAVING RIGHT-OF-WAY ANOTHER AGENCIES HAVING RIGHT-OF-WAY ANOTHER AGENCIES HAVING RIGHT-OF-WAY AGENCIES HAVING RIGHT-OF-WAY AGENCIES HAVING RIGHT-OF-WAY HAVING RIGHT-OF-WAY HAVING RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY JURISDICTION. THIS SHALL INCLUDE ALL VALVES, FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND THIS SHALL INCLUDE ALL VALVES, FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND THIS SHALL INCLUDE ALL VALVES, FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND SHALL INCLUDE ALL VALVES, FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND SHALL INCLUDE ALL VALVES, FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND INCLUDE ALL VALVES, FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND INCLUDE ALL VALVES, FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND ALL VALVES, FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND ALL VALVES, FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND VALVES, FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND VALVES, FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND FIRE HYDRANT RUNS, WATER & SEWER SERVICE LINES AND HYDRANT RUNS, WATER & SEWER SERVICE LINES AND HYDRANT RUNS, WATER & SEWER SERVICE LINES AND RUNS, WATER & SEWER SERVICE LINES AND RUNS, WATER & SEWER SERVICE LINES AND WATER & SEWER SERVICE LINES AND WATER & SEWER SERVICE LINES AND & SEWER SERVICE LINES AND & SEWER SERVICE LINES AND SEWER SERVICE LINES AND SEWER SERVICE LINES AND SERVICE LINES AND SERVICE LINES AND LINES AND LINES AND AND AND MANHOLES. ALL REPORTS SHALL BE SUBMITTED TO THE DISTRICT FOR REVIEW AND APPROVAL. 11.THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF OF ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF 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 EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ON THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF THE DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF DRAWINGS ARE APPROXIMATE ONLY. THE LOCATION OF ARE APPROXIMATE ONLY. THE LOCATION OF ARE APPROXIMATE ONLY. THE LOCATION OF APPROXIMATE ONLY. THE LOCATION OF APPROXIMATE ONLY. THE LOCATION OF ONLY. THE LOCATION OF ONLY. THE LOCATION OF THE LOCATION OF THE LOCATION OF THE LOCATION OF LOCATION OF LOCATION OF OF OF ALL UTILITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE UTILITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE UTILITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE SHALL BE FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE SHALL BE FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE BE FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE BE FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE VERIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE TO COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE COMMENCING CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE CONSTRUCTION ACTIVITIES. THE DISTRICT SHALL BE ACTIVITIES. THE DISTRICT SHALL BE ACTIVITIES. THE DISTRICT SHALL BE THE DISTRICT SHALL BE THE DISTRICT SHALL BE THE DISTRICT SHALL BE DISTRICT SHALL BE DISTRICT SHALL BE SHALL BE SHALL BE BE BE NOTIFIED OF ANY DEVIATIONS TO THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL OF ANY DEVIATIONS TO THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL OF ANY DEVIATIONS TO THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL ANY DEVIATIONS TO THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL ANY DEVIATIONS TO THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL DEVIATIONS TO THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL DEVIATIONS TO THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL TO THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL TO THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL THE LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL LINE AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL AND/OR GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL GRADE AS DEPICTED ON THE PLANS. CONTRACTOR SHALL AS DEPICTED ON THE PLANS. CONTRACTOR SHALL AS DEPICTED ON THE PLANS. CONTRACTOR SHALL DEPICTED ON THE PLANS. CONTRACTOR SHALL DEPICTED ON THE PLANS. CONTRACTOR SHALL ON THE PLANS. CONTRACTOR SHALL ON THE PLANS. CONTRACTOR SHALL THE PLANS. CONTRACTOR SHALL THE PLANS. CONTRACTOR SHALL PLANS. CONTRACTOR SHALL PLANS. CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL SUBMIT TO THE DISTRICT AND THE ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO TO THE DISTRICT AND THE ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO TO THE DISTRICT AND THE ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE DISTRICT AND THE ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE DISTRICT AND THE ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO DISTRICT AND THE ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO DISTRICT AND THE ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO AND THE ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO AND THE ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO THE ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO ENGINEER OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO OF RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO RECORD A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO A REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO REPORT OF THE FIELD VERIFIED INFORMATION PRIOR TO OF THE FIELD VERIFIED INFORMATION PRIOR TO OF THE FIELD VERIFIED INFORMATION PRIOR TO THE FIELD VERIFIED INFORMATION PRIOR TO THE FIELD VERIFIED INFORMATION PRIOR TO FIELD VERIFIED INFORMATION PRIOR TO FIELD VERIFIED INFORMATION PRIOR TO VERIFIED INFORMATION PRIOR TO VERIFIED INFORMATION PRIOR TO INFORMATION PRIOR TO INFORMATION PRIOR TO PRIOR TO PRIOR TO TO TO THE START OF CONSTRUCTION. 12.ALL BENDS SHALL BE FIELD STAKED PRIOR TO THE START OF CONSTRUCTION. ALL BENDS SHALL BE FIELD STAKED PRIOR TO THE START OF CONSTRUCTION. 13.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 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. 14.AT ALL LOCATIONS WHERE CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE AT ALL LOCATIONS WHERE CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE ALL LOCATIONS WHERE CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE ALL LOCATIONS WHERE CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE LOCATIONS WHERE CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE LOCATIONS WHERE CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE WHERE CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE WHERE CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE CAP AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE AND STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE STUB IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE IS NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE NOTED ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE ON DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE DRAWINGS, PROVIDE A PLUG AT THE END OF THE PIPE PROVIDE A PLUG AT THE END OF THE PIPE PROVIDE A PLUG AT THE END OF THE PIPE A PLUG AT THE END OF THE PIPE A PLUG AT THE END OF THE PIPE PLUG AT THE END OF THE PIPE PLUG AT THE END OF THE PIPE AT THE END OF THE PIPE AT THE END OF THE PIPE THE END OF THE PIPE THE END OF THE PIPE END OF THE PIPE END OF THE PIPE OF THE PIPE OF THE PIPE THE PIPE THE PIPE PIPE PIPE JOINT NEAREST THE SPECIFIED STATION. PROVIDE A REVERSE ANCHOR AT ALL WATER LINE PLUGS. 15.ALL UNUSED SALVAGED WATER UTILITY MATERIAL SHALL BE RETURNED TO THE METROPOLITAN DISTRICT AS ALL UNUSED SALVAGED WATER UTILITY MATERIAL SHALL BE RETURNED TO THE METROPOLITAN DISTRICT AS UNUSED SALVAGED WATER UTILITY MATERIAL SHALL BE RETURNED TO THE METROPOLITAN DISTRICT AS UNUSED SALVAGED WATER UTILITY MATERIAL SHALL BE RETURNED TO THE METROPOLITAN DISTRICT AS SALVAGED WATER UTILITY MATERIAL SHALL BE RETURNED TO THE METROPOLITAN DISTRICT AS SALVAGED WATER UTILITY MATERIAL SHALL BE RETURNED TO THE METROPOLITAN DISTRICT AS WATER UTILITY MATERIAL SHALL BE RETURNED TO THE METROPOLITAN DISTRICT AS WATER UTILITY MATERIAL SHALL BE RETURNED TO THE METROPOLITAN DISTRICT AS UTILITY MATERIAL SHALL BE RETURNED TO THE METROPOLITAN DISTRICT AS UTILITY MATERIAL SHALL BE RETURNED TO THE METROPOLITAN DISTRICT AS MATERIAL SHALL BE RETURNED TO THE METROPOLITAN DISTRICT AS MATERIAL SHALL BE RETURNED TO THE METROPOLITAN DISTRICT AS SHALL BE RETURNED TO THE METROPOLITAN DISTRICT AS SHALL BE RETURNED TO THE METROPOLITAN DISTRICT AS BE RETURNED TO THE METROPOLITAN DISTRICT AS BE RETURNED TO THE METROPOLITAN DISTRICT AS RETURNED TO THE METROPOLITAN DISTRICT AS RETURNED TO THE METROPOLITAN DISTRICT AS TO THE METROPOLITAN DISTRICT AS TO THE METROPOLITAN DISTRICT AS THE METROPOLITAN DISTRICT AS THE METROPOLITAN DISTRICT AS METROPOLITAN DISTRICT AS METROPOLITAN DISTRICT AS DISTRICT AS DISTRICT AS AS AS REQUESTED. 16.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. 17.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. 18.THE CONTRACTOR SHALL REPLACE OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED THE CONTRACTOR SHALL REPLACE OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED CONTRACTOR SHALL REPLACE OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED CONTRACTOR SHALL REPLACE OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED SHALL REPLACE OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED SHALL REPLACE OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED REPLACE OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED REPLACE OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED OR REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED REPAIR DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED DAMAGE TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED ALL SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED IMPROVEMENTS, INCLUDING BUT NOT LIMITED IMPROVEMENTS, INCLUDING BUT NOT LIMITED INCLUDING BUT NOT LIMITED INCLUDING BUT NOT LIMITED BUT NOT LIMITED BUT NOT LIMITED NOT LIMITED NOT LIMITED LIMITED LIMITED TO FENCES, LANDSCAPING, CURB AND GUTTER AND/OR ASPHALT THAT MAY BE CAUSED DURING CONSTRUCTION. 19.ALL CONTRACTORS WORKING ON OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE ALL CONTRACTORS WORKING ON OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE CONTRACTORS WORKING ON OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE CONTRACTORS WORKING ON OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE WORKING ON OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE WORKING ON OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE ON OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE ON OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE OR NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE NEAR A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE A WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE WATER OR SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE OR SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE OR SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE SEWER FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE FACILITY (TO INCLUDE SERVICE LINES) SHALL HAVE (TO INCLUDE SERVICE LINES) SHALL HAVE (TO INCLUDE SERVICE LINES) SHALL HAVE INCLUDE SERVICE LINES) SHALL HAVE INCLUDE SERVICE LINES) SHALL HAVE SERVICE LINES) SHALL HAVE SERVICE LINES) SHALL HAVE LINES) SHALL HAVE LINES) 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 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. 20.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. 21.COMMENCEMENT OF CONSTRUCTION OF WATER/SEWER SYSTEMS WITHIN METROPOLITAN DISTRICT: COMMENCEMENT OF CONSTRUCTION OF WATER/SEWER SYSTEMS WITHIN METROPOLITAN DISTRICT: a)PRIOR TO THE START OF CONSTRUCTION, A PRE-CONSTRUCTION MEETING IS REQUIRED A MINIMUM OF 48 HOURS IN PRIOR TO THE START OF CONSTRUCTION, A PRE-CONSTRUCTION MEETING IS REQUIRED A MINIMUM OF 48 HOURS IN PRE-CONSTRUCTION MEETING IS REQUIRED A MINIMUM OF 48 HOURS IN 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 PRIOR TO FOUR (4) NO 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 WEEKS 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 NOTIFY AFFECTED UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION ADJACENT TO THE KNOWN UTILITY LINES. 22.TESTING OF FACILITIES: TESTING OF FACILITIES: a)THE CONTRACTOR SHALL NOTIFY THE DISTRICT A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO 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. 23.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 OF SERVICE, THE DISTRICT, AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT OF SERVICE, THE DISTRICT, AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT SERVICE, THE DISTRICT, AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT SERVICE, 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 DISTRICT, AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT DISTRICT, AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT THEIR DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT DISCRETION, MAY ELECT TO COMPLETE THE IMPROVEMENTS AT MAY ELECT TO COMPLETE THE IMPROVEMENTS AT MAY ELECT TO COMPLETE THE IMPROVEMENTS AT ELECT TO COMPLETE THE IMPROVEMENTS AT ELECT TO COMPLETE THE IMPROVEMENTS AT TO COMPLETE THE IMPROVEMENTS AT TO COMPLETE THE IMPROVEMENTS AT COMPLETE THE IMPROVEMENTS AT COMPLETE THE IMPROVEMENTS AT THE IMPROVEMENTS AT THE IMPROVEMENTS AT IMPROVEMENTS AT IMPROVEMENTS AT AT AT THE CONTRACTORS COST. 24.FINAL ACCEPTANCE BY THE DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL FINAL ACCEPTANCE BY THE DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ACCEPTANCE BY THE DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ACCEPTANCE BY THE DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL BY THE DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL BY THE DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL THE DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL THE DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL DISTRICT OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL OF ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL ANY LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL LINE OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL OR SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL SYSTEM SHALL NOT OCCUR UNTIL COMPLETION OF FINAL SHALL NOT OCCUR UNTIL COMPLETION OF FINAL SHALL NOT OCCUR UNTIL COMPLETION OF FINAL NOT OCCUR UNTIL COMPLETION OF FINAL NOT OCCUR UNTIL COMPLETION OF FINAL OCCUR UNTIL COMPLETION OF FINAL OCCUR UNTIL COMPLETION OF FINAL UNTIL COMPLETION OF FINAL UNTIL COMPLETION OF FINAL COMPLETION OF FINAL COMPLETION OF FINAL OF FINAL OF FINAL FINAL FINAL ASPHALT LAYERS AND/OR FINAL COMPLETION AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE LAYERS AND/OR FINAL COMPLETION AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE LAYERS AND/OR FINAL COMPLETION AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE AND/OR FINAL COMPLETION AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE AND/OR FINAL COMPLETION AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE FINAL COMPLETION AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE FINAL COMPLETION AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE COMPLETION AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE COMPLETION AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE AND/OR RESTORATION OF ALL SURFACE IMPROVEMENTS. THE RESTORATION OF ALL SURFACE IMPROVEMENTS. THE RESTORATION OF ALL SURFACE IMPROVEMENTS. THE OF ALL SURFACE IMPROVEMENTS. THE OF ALL SURFACE IMPROVEMENTS. THE ALL SURFACE IMPROVEMENTS. THE ALL SURFACE IMPROVEMENTS. THE SURFACE IMPROVEMENTS. THE SURFACE IMPROVEMENTS. THE IMPROVEMENTS. THE IMPROVEMENTS. THE THE THE THE WARRANTY PERIOD FOR ALL FACILITIES PRIOR TO FINAL ACCEPTANCE SHALL BE 24 MONTHS COMMENCING AFTER PERIOD FOR ALL FACILITIES PRIOR TO FINAL ACCEPTANCE SHALL BE 24 MONTHS COMMENCING AFTER PERIOD FOR ALL FACILITIES PRIOR TO FINAL ACCEPTANCE SHALL BE 24 MONTHS COMMENCING AFTER FOR ALL FACILITIES PRIOR TO FINAL ACCEPTANCE SHALL BE 24 MONTHS COMMENCING AFTER FOR ALL FACILITIES PRIOR TO FINAL ACCEPTANCE SHALL BE 24 MONTHS COMMENCING AFTER ALL FACILITIES PRIOR TO FINAL ACCEPTANCE SHALL BE 24 MONTHS COMMENCING AFTER ALL FACILITIES PRIOR TO FINAL ACCEPTANCE SHALL BE 24 MONTHS COMMENCING AFTER FACILITIES PRIOR TO FINAL ACCEPTANCE SHALL BE 24 MONTHS COMMENCING AFTER FACILITIES PRIOR TO FINAL ACCEPTANCE SHALL BE 24 MONTHS COMMENCING AFTER PRIOR TO FINAL ACCEPTANCE SHALL BE 24 MONTHS COMMENCING AFTER PRIOR TO FINAL ACCEPTANCE SHALL BE 24 MONTHS COMMENCING AFTER TO FINAL ACCEPTANCE SHALL BE 24 MONTHS COMMENCING AFTER TO FINAL ACCEPTANCE SHALL BE 24 MONTHS COMMENCING AFTER FINAL ACCEPTANCE SHALL BE 24 MONTHS COMMENCING AFTER FINAL ACCEPTANCE SHALL BE 24 MONTHS COMMENCING AFTER ACCEPTANCE SHALL BE 24 MONTHS COMMENCING AFTER ACCEPTANCE SHALL BE 24 MONTHS COMMENCING AFTER SHALL BE 24 MONTHS COMMENCING AFTER SHALL BE 24 MONTHS COMMENCING AFTER BE 24 MONTHS COMMENCING AFTER BE 24 MONTHS COMMENCING AFTER 24 MONTHS COMMENCING AFTER 24 MONTHS COMMENCING AFTER MONTHS COMMENCING AFTER MONTHS COMMENCING AFTER COMMENCING AFTER COMMENCING AFTER AFTER AFTER PRELIMINARY ACCEPTANCE. 25.ACCEPTANCE: ACCEPTANCE: a)THE DISTRICT MAY GIVE PRELIMINARY ACCEPTANCE ONCE ALL OF THE TESTS ON ALL THE LINES HAVE BEEN 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). 26.ALL WATER AND SEWER MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND ALL WATER AND SEWER MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND WATER AND SEWER MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND WATER AND SEWER MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND AND SEWER MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND AND SEWER MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND SEWER MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND SEWER MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND MAINS, INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND INCLUDING SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND SERVICE LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND LINES, SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND SHALL HAVE "AS-BUILT" DRAWINGS PREPARED AND HAVE "AS-BUILT" DRAWINGS PREPARED AND HAVE "AS-BUILT" DRAWINGS PREPARED AND "AS-BUILT" DRAWINGS PREPARED AND "AS-BUILT" DRAWINGS PREPARED AND DRAWINGS PREPARED AND DRAWINGS PREPARED AND PREPARED AND PREPARED AND AND AND APPROVED PRIOR TO PRELIMINARY ACCEPTANCE BY THE DISTRICT. 27.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 MAIN SHALL BE INSTALLED FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL MAIN SHALL BE INSTALLED FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL SHALL BE INSTALLED FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL 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 INSTALLED FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL INSTALLED FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL INSTALLED FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL FOR SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL SERVICE TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL TO COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL COMMERCIAL/BUSINESS DEVELOPMENTS, AND A MANHOLE SHALL DEVELOPMENTS, AND A MANHOLE SHALL DEVELOPMENTS, AND A MANHOLE SHALL AND A MANHOLE SHALL AND A MANHOLE SHALL A MANHOLE SHALL A MANHOLE SHALL MANHOLE SHALL MANHOLE SHALL SHALL SHALL BE LOCATED WHERE THE MAIN ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE LOCATED WHERE THE MAIN ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE LOCATED WHERE THE MAIN ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE WHERE THE MAIN ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE WHERE THE MAIN ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE THE MAIN ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE THE MAIN ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE MAIN ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE MAIN ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE ENTERS THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE PROPERTY. THE END OF THE MAINS SHALL BE MARKED WITH THE THE END OF THE MAINS SHALL BE MARKED WITH THE THE END OF THE MAINS SHALL BE MARKED WITH THE THE END OF THE MAINS SHALL BE MARKED WITH THE END OF THE MAINS SHALL BE MARKED WITH THE END OF THE MAINS SHALL BE MARKED WITH THE OF THE MAINS SHALL BE MARKED WITH THE OF THE MAINS SHALL BE MARKED WITH THE THE MAINS SHALL BE MARKED WITH THE THE MAINS SHALL BE MARKED WITH THE MAINS SHALL BE MARKED WITH THE MAINS SHALL BE MARKED WITH THE SHALL BE MARKED WITH THE SHALL BE MARKED WITH THE BE MARKED WITH THE BE MARKED WITH THE MARKED WITH THE MARKED WITH THE WITH THE WITH THE THE THE APPROPRIATE COLORED CARSONITE MARKER ALONG WITH TRACER WIRE. 28.AFTER REVIEW AND APPROVAL OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, AFTER REVIEW AND APPROVAL OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, REVIEW AND APPROVAL OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, REVIEW AND APPROVAL OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, AND APPROVAL OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, AND APPROVAL OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, APPROVAL OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, APPROVAL OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, OF PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, PLANS FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, FOR THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, THE EXTENSION OF LINES, FACILITIES AND/OR SERVICES, EXTENSION OF LINES, FACILITIES AND/OR SERVICES, EXTENSION OF LINES, FACILITIES AND/OR SERVICES, OF LINES, FACILITIES AND/OR SERVICES, OF LINES, FACILITIES AND/OR SERVICES, LINES, FACILITIES AND/OR SERVICES, LINES, FACILITIES AND/OR SERVICES, FACILITIES AND/OR SERVICES, FACILITIES AND/OR SERVICES, AND/OR SERVICES, AND/OR SERVICES, SERVICES, SERVICES, CONSTRUCTION MUST BE COMMENCED WITHIN 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY MUST BE COMMENCED WITHIN 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY MUST BE COMMENCED WITHIN 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY BE COMMENCED WITHIN 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY BE COMMENCED WITHIN 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMENCED WITHIN 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY COMMENCED WITHIN 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY WITHIN 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY WITHIN 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY 18 MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY MONTHS FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY FOR RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY RESIDENTIAL SUBDIVISIONS AND 12 MONTHS FOR ANY SUBDIVISIONS AND 12 MONTHS FOR ANY SUBDIVISIONS AND 12 MONTHS FOR ANY AND 12 MONTHS FOR ANY AND 12 MONTHS FOR ANY 12 MONTHS FOR ANY 12 MONTHS FOR ANY MONTHS FOR ANY MONTHS FOR ANY FOR ANY FOR ANY ANY ANY COMMERCIAL INSTALLATIONS. 29.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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DISTRICT APPROVALS THE STERLING RANCH METROPOLITAN DISTRICT RECOGNIZES THE DESIGN ENGINEER AS HAVING RESPONSIBILITY STERLING RANCH METROPOLITAN DISTRICT RECOGNIZES THE DESIGN ENGINEER AS HAVING RESPONSIBILITY STERLING RANCH METROPOLITAN DISTRICT RECOGNIZES THE DESIGN ENGINEER AS HAVING RESPONSIBILITY RANCH METROPOLITAN DISTRICT RECOGNIZES THE DESIGN ENGINEER AS HAVING RESPONSIBILITY RANCH METROPOLITAN DISTRICT RECOGNIZES THE DESIGN ENGINEER AS HAVING RESPONSIBILITY METROPOLITAN DISTRICT RECOGNIZES THE DESIGN ENGINEER AS HAVING RESPONSIBILITY METROPOLITAN DISTRICT RECOGNIZES THE DESIGN ENGINEER AS HAVING RESPONSIBILITY DISTRICT RECOGNIZES THE DESIGN ENGINEER AS HAVING RESPONSIBILITY DISTRICT RECOGNIZES THE DESIGN ENGINEER AS HAVING RESPONSIBILITY RECOGNIZES THE DESIGN ENGINEER AS HAVING RESPONSIBILITY RECOGNIZES THE DESIGN ENGINEER AS HAVING RESPONSIBILITY THE DESIGN ENGINEER AS HAVING RESPONSIBILITY THE DESIGN ENGINEER AS HAVING RESPONSIBILITY DESIGN ENGINEER AS HAVING RESPONSIBILITY DESIGN ENGINEER AS HAVING RESPONSIBILITY ENGINEER AS HAVING RESPONSIBILITY ENGINEER AS HAVING RESPONSIBILITY AS HAVING RESPONSIBILITY AS HAVING RESPONSIBILITY HAVING RESPONSIBILITY HAVING RESPONSIBILITY RESPONSIBILITY RESPONSIBILITY FOR THE DESIGN AND HAS LIMITED ITS SCOPE OF REVIEW ACCORDINGLY.
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FOR LOCATING & MARKING GAS, ELECTRIC, WATER & TELEPHONE LINES
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FOR BURIED UTILITY INFORMATION
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CALL 1-800-922-1987
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48 HRS BEFORE YOU DIG
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CONSTRUCTION APPROVAL COUNTY PLAN REVIEW IS PROVIDED ONLY FOR GENERAL CONFORMANCE WITH COUNTY DESIGN CRITERIA. THE COUNTY IS NOT RESPONSIBLE FOR THE ACCURACY AND ADEQUACY OF THE DESIGN, DIMENSIONS, AND/OR ELEVATION WHICH SHALL BE CONFIRMED AT THE JOB SITE. THE COUNTY THROUGH THE APPROVAL OF THESE DOCUMENT ASSUMES NO RESPONSIBILITY FOR COMPLETENESS AND/OR ACCURACY OF THIS DOCUMENT. FILED IN ACCORDANCE WITH THE REQUIREMENTS OF THE EL PASO COUNTY LAND DEVELOPMENT CODE, DRAINAGE CRITERIA MANUALS VOLUME 1 AND 2, AND ENGINEERING CRITERIA MANUAL AS AMENDED. ON BEHALF OF THE COUNTY ENGINEER/ECM ADMINISTRATOR DATE CONDITIONS:
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AGENCIES OWNER:SR SEWER, LLC SR SEWER, LLC 20 BOULDER CRESCENT, SUITE 201 COLORADO SPRINGS, CO 80903 JIM MORLEY (719) 471-1742 CIVIL ENGINEER:M & S CIVIL CONSULTANTS, INC. M & S CIVIL CONSULTANTS, INC. 102 E PIKES PEAK AVE., 5TH FLOOR COLORADO SPRINGS, CO 80903 VIRGIL A. SANCHEZ P.E. (719) 955-5485 ENGINEERING DIVISION:EL PASO COUNTY DEVELOPMENT SERVICES EL PASO COUNTY DEVELOPMENT SERVICES 2880 INTERNATIONAL CIRCLE, SUITE 110 COLORADO SPRINGS, CO 80910 JENNIFER IRVINE P.E. (719) 520-6460 TRAFFIC ENGINEERING:EL PASO COUNTY PUBLIC SERVICES & TRANS. DEPT. EL PASO COUNTY PUBLIC SERVICES & TRANS. DEPT. 3275 AKERS DRIVE COLORADO SPRINGS, CO 80922 JENNIFER IRVINE P.E. (719) 520-6460 WATER RESOURCES:STERLING RANCH METRO DISTRICT ENGINEERS STERLING RANCH METRO DISTRICT ENGINEERS JDS-HYDRO CONSULTANTS 545 E. PIKES PEAK AVE. SUITE 300 COLORADO SPRINGS, CO 80903 JOHN MCGINN (719) 668-8769 GAS DEPARTMENT:COLORADO SPRINGS UTILITIES COLORADO SPRINGS UTILITIES 7710 DURANT DR. COLORADO SPRINGS, CO 80947 TIM WENDT (719) 668-3556 ELECTRIC DEPARTMENT:MOUNTAIN VIEW ELECTRIC MOUNTAIN VIEW ELECTRIC 11140 E. WOODMEN ROAD FALCON, CO 80831 (719) 495-2283 COMMUNICATIONS:QWEST COMMUNICATIONS QWEST COMMUNICATIONS (U.N.C.C. LOCATORS) (800) 922-1987 AT&T (LOCATORS) (719) 635-3674
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WASTEWATER SYSTEM INSTALLATION NOTES 1.SANITARY SEWER LENGTHS ARE MH CENTER-MH CENTER. ALL SANITARY SEWER PIPES SHALL BE SDR SANITARY SEWER LENGTHS ARE MH CENTER-MH CENTER. ALL SANITARY SEWER PIPES SHALL BE SDR 35 PVC OR EQUAL. SEWER LINES MAY NOT EXCEED 7% GRADE FOR ANY SIZE WITHOUT PRIOR APPROVAL OF THE DISTRICT. ALL NEWLY CONSTRUCTED RESIDENTIAL SANITARY SEWER TAPS SHALL USE PRE-MANUFACTURED IN-LINE PVC PUSH-ON WYES. TAPPING SADDLES MAY ONLY BE USED FOR TAPPING PRE-EXISTING MAINS. 2.ALL SANITARY SEWER MANHOLES SHALL BE WRAPPED WITH RU116 - RUBR-NEK JOINT WRAP OR ALL SANITARY SEWER MANHOLES SHALL BE WRAPPED WITH RU116 - RUBR-NEK JOINT WRAP OR EQUIVALENT AND COATED. 3.ALL MANHOLES LOCATED OUTSIDE OF A DEDICATED STREET OR ALLEY RIGHT-OF-WAYS SHALL BE ALL MANHOLES LOCATED OUTSIDE OF A DEDICATED STREET OR ALLEY RIGHT-OF-WAYS SHALL BE CONSTRUCTED WITH LOCKING TYPE COVER AND THE RING BOLTED TO THE CONCRETE CONE. 4.COMMENCEMENT OF USE OF SEWER LINES AND/OR SYSTEMS: COMMENCEMENT OF USE OF SEWER LINES AND/OR SYSTEMS: a)NO SANITARY SEWER FACILITY SHALL BE PLACED IN SERVICE UNTIL THE COMPLETION OF ALL JET NO SANITARY SEWER FACILITY SHALL BE PLACED IN SERVICE UNTIL THE COMPLETION OF ALL JET CLEANING, PRESSURE TESTING, VACUUM TESTING, CCTV INSPECTION, COMPACTION TESTING, AND AS-BUILT DRAWINGS ARE SUBMITTED AND APPROVED BY THE DISTRICT. b)NO SANITARY SEWER FACILITY SHALL BE PLACED IN SERVICE UNTIL ALL SERVICE LINES ARE NO SANITARY SEWER FACILITY SHALL BE PLACED IN SERVICE UNTIL ALL SERVICE LINES ARE COMPLETED AND THE FIRST LIFT OF ASPHALT IS COMPLETED OVER THE LINE. IN THE CASE WHERE NO ASPHALT IS TO BE PLACED OVER THE LINE, ANY REQUIRED SURFACE IMPROVEMENTS SHALL BE COMPLETED PRIOR TO USE OF THE FACILITY. c)ALL NECESSARY EASEMENTS (PLATTED OR DEEDED) ARE DEDICATED, EXECUTED BY THE DISTRICT, ALL NECESSARY EASEMENTS (PLATTED OR DEEDED) ARE DEDICATED, EXECUTED BY THE DISTRICT, AND RECORDED. d)DOWNSTREAM PLUG CAN BE REMOVED ONCE FIRST LIFT OF ASPHALT IS DOWN AND THE ABOVE DOWNSTREAM PLUG CAN BE REMOVED ONCE FIRST LIFT OF ASPHALT IS DOWN AND THE ABOVE REQUIREMENTS ARE MET.
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BENCHMARKS 1.THE TOP OF AN ALUMINUM SURVEYORS CAP, STAMPED "9853", THE TOP OF AN ALUMINUM SURVEYORS CAP, STAMPED "9853", AT THE SOUTHEAST BOUNDARY CORNER OF BARBARICK SUBDIVISION NORTHING= 411416.273 = 411416.273 EASTING = 235167.071 = 235167.071 ELEVATION= 7023.42 = 7023.42 2.THE TOP OF A RED PLASTIC SURVEYORS CAP, ILLEGIBLE, THE TOP OF A RED PLASTIC SURVEYORS CAP, ILLEGIBLE, AT THE NORTHWEST BOUNDARY CORNER OF PAWNEE RANCHEROS SUBDIVISION NORTHING= 410095.404 = 410095.404 EASTING= 235052.131 = 235052.131 ELEVATION= 7000.40 = 7000.40 3.THE TOP OF A RED PLASTIC SURVEYORS CAP, THE TOP OF A RED PLASTIC SURVEYORS CAP, STAMPED "38141", AT THE SOUTHWEST BOUNDARY CORNER OF BARBARICK SUBDISION NORTHING= 411399.962 = 411399.962 EASTING= 233849.817 = 233849.817 ELEVATION= 7030.82= 7030.82
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FORCE MAIN SYSTEM INSTALLATION NOTES 1.ALL FORCE MAIN PIPING SHALL BE AWWA C906 HDPE DR9, AWWA C900/C905 PVC PRESSURE CLASS ALL FORCE MAIN PIPING SHALL BE AWWA C906 HDPE DR9, AWWA C900/C905 PVC PRESSURE CLASS 200, OR AWWA C151 DUCTILE IRON PIPE. ALL FORCE MAIN D.I.P. FITTINGS SHALL HAVE MECHANICAL RESTRAINTS AND THRUST BLOCKS, ALL FORCE MAIN PIPE SHALL HAVE A MINIMUM COVER DEPTH OF FIVE AND ONE-HALF (5.5) FEET. 2.ALL TEST STATIONS AND ASSOCIATED APPURTENCES WITH THE FORCE MAIN SYSTEM SHALL BE MARKED ALL TEST STATIONS AND ASSOCIATED APPURTENCES WITH THE FORCE MAIN SYSTEM SHALL BE MARKED WITH CARSONITE MARKERS AS APPLICABLE. 3.ANY REQUIRED REALIGNMENT (HORIZONTAL OR VERTICAL) SHALL BE REVIEWED AND APPROVED BY THE ANY REQUIRED REALIGNMENT (HORIZONTAL OR VERTICAL) SHALL BE REVIEWED AND APPROVED BY THE DISTRICT. 4.ALL MAIN LINES (PVC, HDPE & DUCTILE IRON SHALL BE INSTALLED WITH COATED #12 TRACER WIRE ALL MAIN LINES (PVC, HDPE & DUCTILE IRON SHALL BE INSTALLED WITH COATED #12 TRACER WIRE WITH TEST STATIONS AT INTERVALS NO GREATER THAN 1,000 FEET OR AS SHOWN (VALVE BOXES CAN BE USED AT INTERSECTIONS AND SERVICE STUBS).
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COWPOKE RD
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COLORADO SPRINGS UTILITIES WASTEWATER PLAN APPROVAL COLORADO SPRINGS UTILITIES WASTEWATER PLAN APPROVAL APPROVED BY: DATE: PROJECT NUMBER: 2019-SXXX WORK ORDER NUMBER:XXXXXX PROJECT NUMBER: 2019-SXXX WORK ORDER NUMBER:XXXXXX CSU SHEET OF APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE. RESUBMITTAL OF THESE PLANS FOR REVIEW AND APPROVAL IS REQUIRED IF CONSTRUCTION DOES THESE PLANS FOR REVIEW AND APPROVAL IS REQUIRED IF CONSTRUCTION DOES NOT BEGIN DURING THIS PERIOD. NOT BEGIN DURING THIS PERIOD.
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STERLING RANCH - SANITARY INFRASTRUCTURE 4" FORCE MAIN
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wastewater?
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Is this correct? If so should they be a contact and have a signature block?
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Can this statement be made?: Terrain, ground cover, and drainage patterns will not be permanently altered except for the manhole and the meter vault totaling ___ square feet in area?
CIVIL CONSULTANTS, INC.
102 E
. PIKE
S PEA
K AVE
., 5TH
FLOO
RCO
LORA
DO SP
RINGS
, CO
8090
3PH
ONE:
719.9
55.54
85
FOR LOCATING
& MARKING
GAS,
ELECTRIC,
WATER &
TELEPHONE
LINES
FOR BURIED UTILITY INFORMATION
CALL 1-800-922-1987
48 HRS BEFORE YOU DIG
4" SANITARY FORCE MAIN (CSU)
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FM
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CIG GAS LINE (20")
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EL PASO GAS LINE (20")
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KANEB GAS LINE (6")
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CIG GAS LINE (20")
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EL PASO GAS LINE (20")
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KANEB GAS LINE (6")
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MARKSHEFFEL RD
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FUTURE MARKSHEFFEL RD
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FUTURE COWPOKE RD
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EL PASO COUNTY
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CITY OF COLORADO SPRINGS
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EL PASO COUNTY
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CITY OF COLORADO SPRINGS
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EL PASO COUNTY
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CITY OF COLORADO SPRINGS
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OWNER: 8335 VOLLMER RD LLC C/O PIONEER SAND CO
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OWNER: RAO INVESTMENTS LLC
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OWNER: RAO INVESTMENTS LLC
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OWNER: CHALLENGER COMMUNITIES LLC
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NO.
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REVISIONS:
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CHECKED BY:
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DRAWN BY:
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DESIGNED BY:
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DATE:
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BY:
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DESCRIPTION:
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APRV'D. BY:
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DATE:
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THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
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CAUTION
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FOR AND ON BEHALF OF M&S CIVIL CONSULTANTS, INC.
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VIRGIL A. SANCHEZ, COLORADO P.E. NO. 37160
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PROJECT NO.
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FILE:
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\dwg\Const Dwg\Sanitary Sewer Plans\FM02.dwg
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File: O:\09010A\SR Sewer\dwg\Const Dwg\4IN FORCE MAIN\FM02.dwg Plotstamp: 7/3/2019 4:00 PM
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STERLING RANCH-SANITARY INFRASTRUCTURE
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4" FORCE MAIN SANITARY SEWER
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09-010
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VAS
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JWP
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VAS
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1"=50'
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1"=5'
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07-05-19
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SHEET 2 OF 4
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FM02
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COLORADO SPRINGS UTILITIES WASTEWATER PLAN APPROVAL COLORADO SPRINGS UTILITIES WASTEWATER PLAN APPROVAL APPROVED BY: DATE: PROJECT NUMBER: 2019-SXXX WORK ORDER NUMBER:XXXXXX PROJECT NUMBER: 2019-SXXX WORK ORDER NUMBER:XXXXXX CSU SHEET OF APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE. RESUBMITTAL OF THESE PLANS FOR REVIEW AND APPROVAL IS REQUIRED IF CONSTRUCTION DOES THESE PLANS FOR REVIEW AND APPROVAL IS REQUIRED IF CONSTRUCTION DOES NOT BEGIN DURING THIS PERIOD. NOT BEGIN DURING THIS PERIOD.
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STERLING RANCH - SANITARY INFRASTRUCTURE 4" FORCE MAIN (CSU)
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1" =
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0
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100'
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50
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100
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200
4" PVC FORCE MAINSTA 1+00 TO STA 4+00
COLORADO SPRINGS UTILITIES
WASTEWATER PLAN DESIGN APPROVAL
CIVIL CONSULTANTS, INC.
102 E
. PIKE
S PEA
K AVE
., 5TH
FLOO
RCO
LORA
DO SP
RINGS
, CO
8090
3PH
ONE:
719.9
55.54
85
4" PVC FORCE MAINSTA 4+00 TO STA 14+00
4" PVC FORCE MAIN STA 1+00 TO STA 14+00
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EXIST 10" FM SEWER
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PROPOSED STERLING RANCH WASTEWATER LIFT STATION
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EXIST 72" RCP STORM
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EXIST 15" SAN SEWER
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EL PASO COUNTY
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CITY OF COLORADO SPRINGS
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EL PASO COUNTY
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CITY OF COLORADO SPRINGS
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11+00
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12+00
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13+00
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14+00
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1" =
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0
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50'
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25
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50
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10+00
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6950
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6960
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6970
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6940
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1+00
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2+00
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3+00
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4+00
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5+00
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6+00
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7+00
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8+00
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9+00
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APPROVED BY: ____________________________________ DATE: ___________________ PROJECT NUMBER:2019-SXXX WORK ORDER NO.:3278717 CSU SHEET _____ OF _____ APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE AND RESUBMITTAL OF THESE PLANS FOR REVIEW AND APPROVAL IS REQUIRED IF CONSTRUCTION DOES NOT BEGIN DURING THIS PERIOD.
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SEE RIGHT
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MATCHLINE SEE SHEET FM04
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SEE LEFT
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NO.
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REVISIONS:
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CHECKED BY:
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DRAWN BY:
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DESIGNED BY:
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DATE:
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DESCRIPTION:
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APRV'D. BY:
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DATE:
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THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
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CAUTION
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FOR AND ON BEHALF OF M&S CIVIL CONSULTANTS, INC.
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VIRGIL A. SANCHEZ, COLORADO P.E. NO. 37160
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PROJECT NO.
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STATEMENT: THE CITY OF COLORADO SPRINGS RECOGNIZES THE DESIGN ENGINEER AS HAVING RESPONSIBILITY FOR THE DESIGN; THE CITY HAS LIMITED ITS SCOPE OF REVIEW ACCORDINGLY. RESUBMITTAL REQUIRED IF CONSTRUCTION HAS NOT COMMENCED WITHIN 180 DAYS AFTER APPROVAL DATE.
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FOR LOCATING & MARKING GAS, ELECTRIC, WATER & TELEPHONE LINES
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FOR BURIED UTILITY INFORMATION
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CALL 1-800-922-1987
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48 HRS BEFORE YOU DIG
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SIGNED:
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%%UUTILITY GRADE REVIEW:
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DATE:
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FOR THE CITY ENGINEER
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CENTERLINE LINE AND GRADE IS REVIEWED FOR CONFORMANCE TO THE CITY STANDARDS TO ALLOW FOR THE DESIGN AND CONSTRUCTION OF UTILITY MAINS. DRAINAGE FACILITIES DESIGN HAS BEEN CHECKED BY THE DESIGN ENGINEER TO AVOID CONFLICTS WITH UTILITY MAINS. THIS IS NOT A CURB & GUTTER REVIEW AND THE DEVELOPER WILL BE RESPONSIBLE FOR ANY COSTS DOE TO DESIGN CHANGES PRIOR TO CURB & GUTTER REVIEW. THE REVIEW EXPIRES IN 180 DAYS.
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File: C:\Users\cpierce\Documents\09010A\SR Sewer\dwg\constr dwg\4IN FORCE MAIN\FM03.dwg Plotstamp: 7/5/2019 3:52 PM
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HORIZONTAL:
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DATE:
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STERLING RANCH - SANITARY INFRASTRUCTURE
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4" FORCE MAIN SANITARY SEWER
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09-010
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VAS
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CLP
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VAS
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1"= 50'
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1"= 5'
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07-05-19
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SHEET 3 OF 4
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FM03
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MATCHLINE SEE SHEET FM04
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6950
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6960
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6970
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6940
COLORADO SPRINGS UTILITIES
WASTEWATER PLAN DESIGN APPROVAL
CIVIL CONSULTANTS, INC.
102 E
. PIKE
S PEA
K AVE
., 5TH
FLOO
RCO
LORA
DO SP
RINGS
, CO
8090
3PH
ONE:
719.9
55.54
85
4" PVC FORCE MAINSTA 14+00 TO STA 18+70.08
4" PVC FORCE MAIN STA 14+00 TO STA 18+70.08
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EL PASO COUNTY
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CITY OF COLORADO SPRINGS
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PROP CSU WASTEWATER METER VAULT - SEE DETAIL ON SHEET FM02
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FUTURE COWPOKE ROAD
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EXIST 8" PVC SAN SEW CSU PROJ #2006-S148
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EXIST 24" DIP WATER MAIN CSU PROJ #2005-W268
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6930
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14+00
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15+00
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16+00
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17+00
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18+00
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19+00
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APPROVED BY: ____________________________________ DATE: ___________________ PROJECT NUMBER:2019-SXXX WORK ORDER NO.:3278717 CSU SHEET _____ OF _____ APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE AND RESUBMITTAL OF THESE PLANS FOR REVIEW AND APPROVAL IS REQUIRED IF CONSTRUCTION DOES NOT BEGIN DURING THIS PERIOD.
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MATCHLINE SEE SHEET FM03 STA: 14+00
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NO.
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REVISIONS:
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DATE:
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BY:
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DESCRIPTION:
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APRV'D. BY:
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DATE:
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THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
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CAUTION
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FOR AND ON BEHALF OF M&S CIVIL CONSULTANTS, INC.
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VIRGIL A. SANCHEZ, COLORADO P.E. NO. 37160
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PROJECT NO.
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STATEMENT: THE CITY OF COLORADO SPRINGS RECOGNIZES THE DESIGN ENGINEER AS HAVING RESPONSIBILITY FOR THE DESIGN; THE CITY HAS LIMITED ITS SCOPE OF REVIEW ACCORDINGLY. RESUBMITTAL REQUIRED IF CONSTRUCTION HAS NOT COMMENCED WITHIN 180 DAYS AFTER APPROVAL DATE.
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FOR LOCATING & MARKING GAS, ELECTRIC, WATER & TELEPHONE LINES
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FOR BURIED UTILITY INFORMATION
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CALL 1-800-922-1987
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48 HRS BEFORE YOU DIG
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SIGNED:
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%%UUTILITY GRADE REVIEW:
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DATE:
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FOR THE CITY ENGINEER
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CENTERLINE LINE AND GRADE IS REVIEWED FOR CONFORMANCE TO THE CITY STANDARDS TO ALLOW FOR THE DESIGN AND CONSTRUCTION OF UTILITY MAINS. DRAINAGE FACILITIES DESIGN HAS BEEN CHECKED BY THE DESIGN ENGINEER TO AVOID CONFLICTS WITH UTILITY MAINS. THIS IS NOT A CURB & GUTTER REVIEW AND THE DEVELOPER WILL BE RESPONSIBLE FOR ANY COSTS DOE TO DESIGN CHANGES PRIOR TO CURB & GUTTER REVIEW. THE REVIEW EXPIRES IN 180 DAYS.
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File: C:\Users\cpierce\Documents\09010A\SR Sewer\dwg\constr dwg\4IN FORCE MAIN\FM04.dwg Plotstamp: 7/5/2019 4:07 PM
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HORIZONTAL:
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VERTICAL:
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SCALE:
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DATE:
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STERLING RANCH - SANITARY INFRASTRUCTURE
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4" FORCE MAIN SANITARY SEWER
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09-010
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VAS
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CLP
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VAS
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1"= 50'
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1"= 5'
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07-05-19
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SHEET 4 OF 4
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FM04
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MATCHLINE SEE SHEET FM03
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6950
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6960
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6930
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6940
dsdparsons
Callout
GEC sheet
dsdparsons
Callout
ENG will review in more detail post re submittal.
Markup Summary 7-23-2019
Subject: CalloutPage Label: [1] fm04Author: dsdparsonsDate: 7/23/2019 10:19:35 AMColor:
GEC sheet
dsdparsons (2)
Subject: CalloutPage Label: [1] fm04Author: dsdparsonsDate: 7/23/2019 10:20:07 AMColor:
ENG will review in more detail post re submittal.
Subject: Cloud+Page Label: [1] FM01Author: dsdriceDate: 7/22/2019 2:45:31 PMColor:
PCD
dsdrice (8)
Subject: DeletePage Label: [1] FM01Author: dsdriceDate: 7/22/2019 2:45:53 PMColor:
Delete
Subject: Cloud+Page Label: [1] FM01Author: dsdriceDate: 7/22/2019 2:46:27 PMColor:
6300
Subject: HighlightPage Label: [1] FM01Author: dsdriceDate: 7/22/2019 2:47:16 PMColor:
delete
Subject: Cloud+Page Label: [1] FM01Author: dsdriceDate: 7/22/2019 2:47:56 PMColor:
wastewater?
Subject: Cloud+Page Label: [1] FM01Author: dsdriceDate: 7/22/2019 2:51:30 PMColor:
Is this correct? If so should they be a contact andhave a signature block?
GEC sheet
ENG will review inmore detail post resubmittal.
PCD
6300
MAP
wastewater?
STERLING
4" FOR
Is this correct? If so should they be a contactand have a signature block?
Subject: Text BoxPage Label: [1] FM01Author: dsdriceDate: 7/23/2019 9:22:23 AMColor:
Can this statement be made?:
Terrain, ground cover, and drainage patterns willnot be permanently altered except for the manholeand the meter vault totaling ___ square feet inarea?
Subject: Page Label: [1] FM01Author: dsdriceDate: 7/23/2019 9:22:46 AMColor:
verify
Can this statement be made?:
Terrain, ground cover, and drainage patterns will notbe permanently altered except for the manhole andthe meter vault totaling ___ square feet in area?