B08_Attachment_2_140P8424R0013_Drawings_ORCA_324138.pdf

SHEET INDEX

DESCRIPTIONSHEET

G1

G2

C1

C2-C9

TITLE SHEET

GENERAL PROJECT INFORMATION

PROJECT OVERVIEW

WATER MAIN PLAN & PROFILE

D1-D4 DETAILS

C11 INTAKE STRUCTURE PLAN

C12 INTAKE STRUCTURE SECTIONS

C10 DISTRIBUTION SERVICE LINES

C13 DRY FORD DETAIL

G3 SYSTEM HYDRAULIC PROFILE

P1 TREATMENT PLAN AND PROFILE

P2 PROCESS DETAILS

P3 INSTRUMENTATION & CONTROLS

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CALIFORNIA

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OREGON

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FALLS

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KLAMATH

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MEDFORD

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UPPER KLAMATH LAKE

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ROSEBURG

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CREEK

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UNION

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FORT KLAMATH

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DIAMOND LAKE

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NATIONAL

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OREGON CAVES

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MONUMENT

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OCEAN

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PACIFIC

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COOS BAY

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CRESCENT CITY

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WEED

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PASS

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JUNCTION

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GRANTS

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CAVE

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VISITOR'S CENTER

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SUBSHEET

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SHEET

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DRAWN BY:

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PMIS NO.

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DESCRIPTION

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DATE

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NO.

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REVISIONS

AutoCAD SHX Text 324138

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NWA

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OREGON CAVES NATIONAL MONUMENT

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NEW HEADQUARTERS WATER SOURCE

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TIC NO.

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AND SYSTEM UPGRADES

AutoCAD SHX Text FILE PATH: C:\Users\nwanderson\OneDrive - DOI\ORCA\ORCA 324138 HQ Water Source\Drawings\ORCA 324138 BASE DESIGN.dwg LAST SAVE: 2/29/2024 1:32 PM SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 C:\Users\nwanderson\OneDrive - DOI\ORCA\ORCA 324138 HQ Water Source\Drawings\ORCA 324138 BASE DESIGN.dwg LAST SAVE: 2/29/2024 1:32 PM SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 LAST SAVE: 2/29/2024 1:32 PM SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 2/29/2024 1:32 PM SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 NWANDERSON PLOT DATE: 2/29/2024 PLOT DATE: 2/29/2024 2/29/2024 1:33 PM

AutoCAD SHX Text FILE PATH: C:\Users\nwanderson\OneDrive - DOI\ORCA\ORCA 324138 HQ Water Source\Drawings\ORCA 324138 BASE DESIGN.dwg LAST SAVE: 2/29/2024 1:32 PM SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 C:\Users\nwanderson\OneDrive - DOI\ORCA\ORCA 324138 HQ Water Source\Drawings\ORCA 324138 BASE DESIGN.dwg LAST SAVE: 2/29/2024 1:32 PM SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 LAST SAVE: 2/29/2024 1:32 PM SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 2/29/2024 1:32 PM SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 NWANDERSON PLOT DATE: 2/29/2024 PLOT DATE: 2/29/2024 2/29/2024 1:33 PM

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TITLE SHEET

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NEW HEADQUARTERS WATER SOURCE & SYSTEM UPGRADES

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PROJECT LOCATION

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OREGON CAVES NATIONAL MONUMENT

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PROJECT LOCATION

AutoCAD SHX Text U.S DEPARTMENT OF THE INTERIOR NATIONAL PARK SERVICE PACIFIC WEST REGION JOSEPHINE COUNTY, OREGON

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SOUTH WESTERN OREGON

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OREGON PUBLIC WATER SYSTEM OR41-95706

SUBSHEET

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SHEET

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DRAWN BY:

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PMIS NO.

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DESCRIPTION

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DATE

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NO.

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REVISIONS

AutoCAD SHX Text 324138

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NWA

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OREGON CAVES NATIONAL MONUMENT

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NEW HEADQUARTERS WATER SOURCE

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TIC NO.

AutoCAD SHX Text 150-192424

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AND SYSTEM UPGRADES

AutoCAD SHX Text FILE PATH: C:\Users\nwanderson\OneDrive - DOI\ORCA\ORCA 324138 HQ Water Source\Drawings\ORCA 324138 BASE DESIGN.dwg LAST SAVE: 2/29/2024 1:26 PM SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 C:\Users\nwanderson\OneDrive - DOI\ORCA\ORCA 324138 HQ Water Source\Drawings\ORCA 324138 BASE DESIGN.dwg LAST SAVE: 2/29/2024 1:26 PM SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 LAST SAVE: 2/29/2024 1:26 PM SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 2/29/2024 1:26 PM SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 NWANDERSON PLOT DATE: 2/29/2024 PLOT DATE: 2/29/2024 2/29/2024 1:27 PM

AutoCAD SHX Text FILE PATH: C:\Users\nwanderson\OneDrive - DOI\ORCA\ORCA 324138 HQ Water Source\Drawings\ORCA 324138 BASE DESIGN.dwg LAST SAVE: 2/29/2024 1:26 PM SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 C:\Users\nwanderson\OneDrive - DOI\ORCA\ORCA 324138 HQ Water Source\Drawings\ORCA 324138 BASE DESIGN.dwg LAST SAVE: 2/29/2024 1:26 PM SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 LAST SAVE: 2/29/2024 1:26 PM SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 2/29/2024 1:26 PM SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 SAVED BY: NWANDERSON PLOT DATE: 2/29/2024 NWANDERSON PLOT DATE: 2/29/2024 PLOT DATE: 2/29/2024 2/29/2024 1:27 PM

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GENERAL PROJECT INFORMATION

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GENERAL NOTES:

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PIPE CROSSING NOTES

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1. WATER MAINS SHALL BE PLACED WITH A MINIMUM SEPARATION OF 10 FEET WATER MAINS SHALL BE PLACED WITH A MINIMUM SEPARATION OF 10 FEET MAINS SHALL BE PLACED WITH A MINIMUM SEPARATION OF 10 FEET MAINS SHALL BE PLACED WITH A MINIMUM SEPARATION OF 10 FEET SHALL BE PLACED WITH A MINIMUM SEPARATION OF 10 FEET SHALL BE PLACED WITH A MINIMUM SEPARATION OF 10 FEET BE PLACED WITH A MINIMUM SEPARATION OF 10 FEET BE PLACED WITH A MINIMUM SEPARATION OF 10 FEET PLACED WITH A MINIMUM SEPARATION OF 10 FEET PLACED WITH A MINIMUM SEPARATION OF 10 FEET WITH A MINIMUM SEPARATION OF 10 FEET WITH A MINIMUM SEPARATION OF 10 FEET A MINIMUM SEPARATION OF 10 FEET A MINIMUM SEPARATION OF 10 FEET MINIMUM SEPARATION OF 10 FEET MINIMUM SEPARATION OF 10 FEET SEPARATION OF 10 FEET SEPARATION OF 10 FEET OF 10 FEET OF 10 FEET 10 FEET 10 FEET FEET FEET HORIZONTALLY AND 1 FOOT HIGHER THAN SANITARY SEWERS. SEPARATION DISTANCES SEPARATION DISTANCES DISTANCES DISTANCES SHALL BE MEASURED EDGE TO EDGE (TOP OF PIPE TO BOTTOM OF PIPE). WHEN BE MEASURED EDGE TO EDGE (TOP OF PIPE TO BOTTOM OF PIPE). WHEN BE MEASURED EDGE TO EDGE (TOP OF PIPE TO BOTTOM OF PIPE). WHEN MEASURED EDGE TO EDGE (TOP OF PIPE TO BOTTOM OF PIPE). WHEN MEASURED EDGE TO EDGE (TOP OF PIPE TO BOTTOM OF PIPE). WHEN EDGE TO EDGE (TOP OF PIPE TO BOTTOM OF PIPE). WHEN EDGE TO EDGE (TOP OF PIPE TO BOTTOM OF PIPE). WHEN TO EDGE (TOP OF PIPE TO BOTTOM OF PIPE). WHEN TO EDGE (TOP OF PIPE TO BOTTOM OF PIPE). WHEN EDGE (TOP OF PIPE TO BOTTOM OF PIPE). WHEN EDGE (TOP OF PIPE TO BOTTOM OF PIPE). WHEN (TOP OF PIPE TO BOTTOM OF PIPE). WHEN (TOP OF PIPE TO BOTTOM OF PIPE). WHEN OF PIPE TO BOTTOM OF PIPE). WHEN OF PIPE TO BOTTOM OF PIPE). WHEN PIPE TO BOTTOM OF PIPE). WHEN PIPE TO BOTTOM OF PIPE). WHEN TO BOTTOM OF PIPE). WHEN TO BOTTOM OF PIPE). WHEN BOTTOM OF PIPE). WHEN BOTTOM OF PIPE). WHEN OF PIPE). WHEN OF PIPE). WHEN PIPE). WHEN PIPE). WHEN WHEN WHEN SEPARATION DISTANCES ARE LESS THAN SPECIFIED, NO JOINTS WILL BE ALLOWED ON ALLOWED ON ON ON THE WATER MAIN WITHIN 10 FT EITHER SIDE OF THE CROSSING, AND THE WATER THE WATER WATER WATER MAIN SHALL BE CONCRETE ENCASED A MINIMUM OF 10 FT EITHER SIDE OF THE SHALL BE CONCRETE ENCASED A MINIMUM OF 10 FT EITHER SIDE OF THE SHALL BE CONCRETE ENCASED A MINIMUM OF 10 FT EITHER SIDE OF THE BE CONCRETE ENCASED A MINIMUM OF 10 FT EITHER SIDE OF THE BE CONCRETE ENCASED A MINIMUM OF 10 FT EITHER SIDE OF THE CONCRETE ENCASED A MINIMUM OF 10 FT EITHER SIDE OF THE CONCRETE ENCASED A MINIMUM OF 10 FT EITHER SIDE OF THE ENCASED A MINIMUM OF 10 FT EITHER SIDE OF THE ENCASED A MINIMUM OF 10 FT EITHER SIDE OF THE A MINIMUM OF 10 FT EITHER SIDE OF THE A MINIMUM OF 10 FT EITHER SIDE OF THE MINIMUM OF 10 FT EITHER SIDE OF THE MINIMUM OF 10 FT EITHER SIDE OF THE OF 10 FT EITHER SIDE OF THE OF 10 FT EITHER SIDE OF THE 10 FT EITHER SIDE OF THE 10 FT EITHER SIDE OF THE FT EITHER SIDE OF THE FT EITHER SIDE OF THE EITHER SIDE OF THE EITHER SIDE OF THE SIDE OF THE SIDE OF THE OF THE OF THE THE THE CROSSING.

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1. THE INTENT OF THIS PROJECT IS TO ESTABLISH A NEW RAW WATER SOURCE (LAKE CREEK) THE INTENT OF THIS PROJECT IS TO ESTABLISH A NEW RAW WATER SOURCE (LAKE CREEK) INTENT OF THIS PROJECT IS TO ESTABLISH A NEW RAW WATER SOURCE (LAKE CREEK) INTENT OF THIS PROJECT IS TO ESTABLISH A NEW RAW WATER SOURCE (LAKE CREEK) OF THIS PROJECT IS TO ESTABLISH A NEW RAW WATER SOURCE (LAKE CREEK) OF THIS PROJECT IS TO ESTABLISH A NEW RAW WATER SOURCE (LAKE CREEK) THIS PROJECT IS TO ESTABLISH A NEW RAW WATER SOURCE (LAKE CREEK) THIS PROJECT IS TO ESTABLISH A NEW RAW WATER SOURCE (LAKE CREEK) PROJECT IS TO ESTABLISH A NEW RAW WATER SOURCE (LAKE CREEK) PROJECT IS TO ESTABLISH A NEW RAW WATER SOURCE (LAKE CREEK) IS TO ESTABLISH A NEW RAW WATER SOURCE (LAKE CREEK) IS TO ESTABLISH A NEW RAW WATER SOURCE (LAKE CREEK) TO ESTABLISH A NEW RAW WATER SOURCE (LAKE CREEK) TO ESTABLISH A NEW RAW WATER SOURCE (LAKE CREEK) ESTABLISH A NEW RAW WATER SOURCE (LAKE CREEK) ESTABLISH A NEW RAW WATER SOURCE (LAKE CREEK) A NEW RAW WATER SOURCE (LAKE CREEK) A NEW RAW WATER SOURCE (LAKE CREEK) NEW RAW WATER SOURCE (LAKE CREEK) NEW RAW WATER SOURCE (LAKE CREEK) RAW WATER SOURCE (LAKE CREEK) RAW WATER SOURCE (LAKE CREEK) WATER SOURCE (LAKE CREEK) WATER SOURCE (LAKE CREEK) SOURCE (LAKE CREEK) SOURCE (LAKE CREEK) (LAKE CREEK) (LAKE CREEK) CREEK) CREEK) TO SERVE THE OREGON CAVES HEADQUARTERS AND HOUSING AREA. 2. ALL EXISTING UTILITIES, WATER MAINS, AND APPURTENANCES. SHOWN ARE APPROXIMATE ALL EXISTING UTILITIES, WATER MAINS, AND APPURTENANCES. SHOWN ARE APPROXIMATE EXISTING UTILITIES, WATER MAINS, AND APPURTENANCES. SHOWN ARE APPROXIMATE EXISTING UTILITIES, WATER MAINS, AND APPURTENANCES. SHOWN ARE APPROXIMATE UTILITIES, WATER MAINS, AND APPURTENANCES. SHOWN ARE APPROXIMATE UTILITIES, WATER MAINS, AND APPURTENANCES. SHOWN ARE APPROXIMATE WATER MAINS, AND APPURTENANCES. SHOWN ARE APPROXIMATE WATER MAINS, AND APPURTENANCES. SHOWN ARE APPROXIMATE MAINS, AND APPURTENANCES. SHOWN ARE APPROXIMATE MAINS, AND APPURTENANCES. SHOWN ARE APPROXIMATE AND APPURTENANCES. SHOWN ARE APPROXIMATE AND APPURTENANCES. SHOWN ARE APPROXIMATE APPURTENANCES. SHOWN ARE APPROXIMATE APPURTENANCES. SHOWN ARE APPROXIMATE SHOWN ARE APPROXIMATE SHOWN ARE APPROXIMATE ARE APPROXIMATE ARE APPROXIMATE APPROXIMATE APPROXIMATE BASED ON LIMITED RECORD DRAWINGS, PRIOR SURVEYS, AND STAFF OBSERVATIONS. ANY ON LIMITED RECORD DRAWINGS, PRIOR SURVEYS, AND STAFF OBSERVATIONS. ANY ON LIMITED RECORD DRAWINGS, PRIOR SURVEYS, AND STAFF OBSERVATIONS. ANY LIMITED RECORD DRAWINGS, PRIOR SURVEYS, AND STAFF OBSERVATIONS. ANY LIMITED RECORD DRAWINGS, PRIOR SURVEYS, AND STAFF OBSERVATIONS. ANY RECORD DRAWINGS, PRIOR SURVEYS, AND STAFF OBSERVATIONS. ANY RECORD DRAWINGS, PRIOR SURVEYS, AND STAFF OBSERVATIONS. ANY DRAWINGS, PRIOR SURVEYS, AND STAFF OBSERVATIONS. ANY DRAWINGS, PRIOR SURVEYS, AND STAFF OBSERVATIONS. ANY PRIOR SURVEYS, AND STAFF OBSERVATIONS. ANY PRIOR SURVEYS, AND STAFF OBSERVATIONS. ANY SURVEYS, AND STAFF OBSERVATIONS. ANY SURVEYS, AND STAFF OBSERVATIONS. ANY AND STAFF OBSERVATIONS. ANY AND STAFF OBSERVATIONS. ANY STAFF OBSERVATIONS. ANY STAFF OBSERVATIONS. ANY OBSERVATIONS. ANY OBSERVATIONS. ANY ANY ANY KNOWN SEWERS, WATER MAINS, CONDUITS, ELECTRIC CABLES, COMMUNICATIONS, PAVEMENTS, SEWERS, WATER MAINS, CONDUITS, ELECTRIC CABLES, COMMUNICATIONS, PAVEMENTS, SEWERS, WATER MAINS, CONDUITS, ELECTRIC CABLES, COMMUNICATIONS, PAVEMENTS, WATER MAINS, CONDUITS, ELECTRIC CABLES, COMMUNICATIONS, PAVEMENTS, WATER MAINS, CONDUITS, ELECTRIC CABLES, COMMUNICATIONS, PAVEMENTS, MAINS, CONDUITS, ELECTRIC CABLES, COMMUNICATIONS, PAVEMENTS, MAINS, CONDUITS, ELECTRIC CABLES, COMMUNICATIONS, PAVEMENTS, CONDUITS, ELECTRIC CABLES, COMMUNICATIONS, PAVEMENTS, CONDUITS, ELECTRIC CABLES, COMMUNICATIONS, PAVEMENTS, ELECTRIC CABLES, COMMUNICATIONS, PAVEMENTS, ELECTRIC CABLES, COMMUNICATIONS, PAVEMENTS, CABLES, COMMUNICATIONS, PAVEMENTS, CABLES, COMMUNICATIONS, PAVEMENTS, COMMUNICATIONS, PAVEMENTS, COMMUNICATIONS, PAVEMENTS, PAVEMENTS, PAVEMENTS, AND OTHER UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE OTHER UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE OTHER UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE ARE SHOWN ON THE DRAWINGS ONLY TO THE ARE SHOWN ON THE DRAWINGS ONLY TO THE SHOWN ON THE DRAWINGS ONLY TO THE SHOWN ON THE DRAWINGS ONLY TO THE ON THE DRAWINGS ONLY TO THE ON THE DRAWINGS ONLY TO THE THE DRAWINGS ONLY TO THE THE DRAWINGS ONLY TO THE DRAWINGS ONLY TO THE DRAWINGS ONLY TO THE ONLY TO THE ONLY TO THE TO THE TO THE THE THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. SUCH INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. SUCH INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. AVAILABLE OR DISCOVERED BY THE ENGINEER. AVAILABLE OR DISCOVERED BY THE ENGINEER. OR DISCOVERED BY THE ENGINEER. OR DISCOVERED BY THE ENGINEER. DISCOVERED BY THE ENGINEER. DISCOVERED BY THE ENGINEER. BY THE ENGINEER. BY THE ENGINEER. THE ENGINEER. THE ENGINEER. ENGINEER. ENGINEER. IT IS EXPECTED THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION, IS EXPECTED THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION, IS EXPECTED THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION, EXPECTED THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION, EXPECTED THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION, THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION, THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION, THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION, THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION, MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION, MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION, BE DISCREPANCIES AND OMISSIONS IN THE LOCATION, BE DISCREPANCIES AND OMISSIONS IN THE LOCATION, DISCREPANCIES AND OMISSIONS IN THE LOCATION, DISCREPANCIES AND OMISSIONS IN THE LOCATION, AND OMISSIONS IN THE LOCATION, AND OMISSIONS IN THE LOCATION, OMISSIONS IN THE LOCATION, OMISSIONS IN THE LOCATION, IN THE LOCATION, IN THE LOCATION, THE LOCATION, THE LOCATION, LOCATION, LOCATION, ORIENTATION, POINTS OF CONNECTION, AND QUANTITIES OF EXISTING UTILITIES AND POINTS OF CONNECTION, AND QUANTITIES OF EXISTING UTILITIES AND POINTS OF CONNECTION, AND QUANTITIES OF EXISTING UTILITIES AND OF CONNECTION, AND QUANTITIES OF EXISTING UTILITIES AND OF CONNECTION, AND QUANTITIES OF EXISTING UTILITIES AND CONNECTION, AND QUANTITIES OF EXISTING UTILITIES AND CONNECTION, AND QUANTITIES OF EXISTING UTILITIES AND AND QUANTITIES OF EXISTING UTILITIES AND AND QUANTITIES OF EXISTING UTILITIES AND QUANTITIES OF EXISTING UTILITIES AND QUANTITIES OF EXISTING UTILITIES AND OF EXISTING UTILITIES AND OF EXISTING UTILITIES AND EXISTING UTILITIES AND EXISTING UTILITIES AND UTILITIES AND UTILITIES AND AND AND STRUCTURES SHOWN. IT IS ALSO ANTICIPATED THAT THERE MAY BE VARIATIONS TO EXTENT SHOWN. IT IS ALSO ANTICIPATED THAT THERE MAY BE VARIATIONS TO EXTENT SHOWN. IT IS ALSO ANTICIPATED THAT THERE MAY BE VARIATIONS TO EXTENT IT IS ALSO ANTICIPATED THAT THERE MAY BE VARIATIONS TO EXTENT IT IS ALSO ANTICIPATED THAT THERE MAY BE VARIATIONS TO EXTENT IS ALSO ANTICIPATED THAT THERE MAY BE VARIATIONS TO EXTENT IS ALSO ANTICIPATED THAT THERE MAY BE VARIATIONS TO EXTENT ALSO ANTICIPATED THAT THERE MAY BE VARIATIONS TO EXTENT ALSO ANTICIPATED THAT THERE MAY BE VARIATIONS TO EXTENT ANTICIPATED THAT THERE MAY BE VARIATIONS TO EXTENT ANTICIPATED THAT THERE MAY BE VARIATIONS TO EXTENT THAT THERE MAY BE VARIATIONS TO EXTENT THAT THERE MAY BE VARIATIONS TO EXTENT THERE MAY BE VARIATIONS TO EXTENT THERE MAY BE VARIATIONS TO EXTENT MAY BE VARIATIONS TO EXTENT MAY BE VARIATIONS TO EXTENT BE VARIATIONS TO EXTENT BE VARIATIONS TO EXTENT VARIATIONS TO EXTENT VARIATIONS TO EXTENT TO EXTENT TO EXTENT EXTENT EXTENT OF IMPACTED PAVEMENTS FROM WHAT IS SHOWN. THIS INFORMATION IS SHOWN FOR THE IMPACTED PAVEMENTS FROM WHAT IS SHOWN. THIS INFORMATION IS SHOWN FOR THE IMPACTED PAVEMENTS FROM WHAT IS SHOWN. THIS INFORMATION IS SHOWN FOR THE PAVEMENTS FROM WHAT IS SHOWN. THIS INFORMATION IS SHOWN FOR THE PAVEMENTS FROM WHAT IS SHOWN. THIS INFORMATION IS SHOWN FOR THE FROM WHAT IS SHOWN. THIS INFORMATION IS SHOWN FOR THE FROM WHAT IS SHOWN. THIS INFORMATION IS SHOWN FOR THE WHAT IS SHOWN. THIS INFORMATION IS SHOWN FOR THE WHAT IS SHOWN. THIS INFORMATION IS SHOWN FOR THE IS SHOWN. THIS INFORMATION IS SHOWN FOR THE IS SHOWN. THIS INFORMATION IS SHOWN FOR THE SHOWN. THIS INFORMATION IS SHOWN FOR THE SHOWN. THIS INFORMATION IS SHOWN FOR THE THIS INFORMATION IS SHOWN FOR THE THIS INFORMATION IS SHOWN FOR THE INFORMATION IS SHOWN FOR THE INFORMATION IS SHOWN FOR THE IS SHOWN FOR THE IS SHOWN FOR THE SHOWN FOR THE SHOWN FOR THE FOR THE FOR THE THE THE CONVENIENCE OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR IS NOT GUARANTEED TO BE EITHER CORRECT OR IS NOT GUARANTEED TO BE EITHER CORRECT OR NOT GUARANTEED TO BE EITHER CORRECT OR NOT GUARANTEED TO BE EITHER CORRECT OR GUARANTEED TO BE EITHER CORRECT OR GUARANTEED TO BE EITHER CORRECT OR TO BE EITHER CORRECT OR TO BE EITHER CORRECT OR BE EITHER CORRECT OR BE EITHER CORRECT OR EITHER CORRECT OR EITHER CORRECT OR CORRECT OR CORRECT OR OR OR COMPLETE AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS FOR THE ACCURACY AND COMPLETENESS THEREOF IS FOR THE ACCURACY AND COMPLETENESS THEREOF IS THE ACCURACY AND COMPLETENESS THEREOF IS THE ACCURACY AND COMPLETENESS THEREOF IS ACCURACY AND COMPLETENESS THEREOF IS ACCURACY AND COMPLETENESS THEREOF IS AND COMPLETENESS THEREOF IS AND COMPLETENESS THEREOF IS COMPLETENESS THEREOF IS COMPLETENESS THEREOF IS THEREOF IS THEREOF IS IS IS EXPRESSLY DISCLAIMED. THE CONTRACTOR SHALL MAKE SUCH INVESTIGATION AS DISCLAIMED. THE CONTRACTOR SHALL MAKE SUCH INVESTIGATION AS DISCLAIMED. THE CONTRACTOR SHALL MAKE SUCH INVESTIGATION AS THE CONTRACTOR SHALL MAKE SUCH INVESTIGATION AS THE CONTRACTOR SHALL MAKE SUCH INVESTIGATION AS CONTRACTOR SHALL MAKE SUCH INVESTIGATION AS CONTRACTOR SHALL MAKE SUCH INVESTIGATION AS SHALL MAKE SUCH INVESTIGATION AS SHALL MAKE SUCH INVESTIGATION AS MAKE SUCH INVESTIGATION AS MAKE SUCH INVESTIGATION AS SUCH INVESTIGATION AS SUCH INVESTIGATION AS INVESTIGATION AS INVESTIGATION AS AS AS NECESSARY TO VERIFY ITS CORRECTNESS AND COMPLETENESS. 3. QUANTITIES OF PROPOSED ANCILLARY ITEMS (VALVES, HYDRANTS, CURB STOPS, FOUNTAINS) QUANTITIES OF PROPOSED ANCILLARY ITEMS (VALVES, HYDRANTS, CURB STOPS, FOUNTAINS) OF PROPOSED ANCILLARY ITEMS (VALVES, HYDRANTS, CURB STOPS, FOUNTAINS) OF PROPOSED ANCILLARY ITEMS (VALVES, HYDRANTS, CURB STOPS, FOUNTAINS) PROPOSED ANCILLARY ITEMS (VALVES, HYDRANTS, CURB STOPS, FOUNTAINS) PROPOSED ANCILLARY ITEMS (VALVES, HYDRANTS, CURB STOPS, FOUNTAINS) ANCILLARY ITEMS (VALVES, HYDRANTS, CURB STOPS, FOUNTAINS) ANCILLARY ITEMS (VALVES, HYDRANTS, CURB STOPS, FOUNTAINS) ITEMS (VALVES, HYDRANTS, CURB STOPS, FOUNTAINS) ITEMS (VALVES, HYDRANTS, CURB STOPS, FOUNTAINS) (VALVES, HYDRANTS, CURB STOPS, FOUNTAINS) (VALVES, HYDRANTS, CURB STOPS, FOUNTAINS) HYDRANTS, CURB STOPS, FOUNTAINS) HYDRANTS, CURB STOPS, FOUNTAINS) CURB STOPS, FOUNTAINS) CURB STOPS, FOUNTAINS) STOPS, FOUNTAINS) STOPS, FOUNTAINS) FOUNTAINS) FOUNTAINS) SHALL BE CONSIDERED CORRECT, EVEN THOUGH THE CORRESPONDING QUANTITIES OF BE CONSIDERED CORRECT, EVEN THOUGH THE CORRESPONDING QUANTITIES OF BE CONSIDERED CORRECT, EVEN THOUGH THE CORRESPONDING QUANTITIES OF CONSIDERED CORRECT, EVEN THOUGH THE CORRESPONDING QUANTITIES OF CONSIDERED CORRECT, EVEN THOUGH THE CORRESPONDING QUANTITIES OF CORRECT, EVEN THOUGH THE CORRESPONDING QUANTITIES OF CORRECT, EVEN THOUGH THE CORRESPONDING QUANTITIES OF EVEN THOUGH THE CORRESPONDING QUANTITIES OF EVEN THOUGH THE CORRESPONDING QUANTITIES OF THOUGH THE CORRESPONDING QUANTITIES OF THOUGH THE CORRESPONDING QUANTITIES OF THE CORRESPONDING QUANTITIES OF THE CORRESPONDING QUANTITIES OF CORRESPONDING QUANTITIES OF CORRESPONDING QUANTITIES OF QUANTITIES OF QUANTITIES OF OF OF EXISTING ITEMS MAY DIFFER. THE PROPOSED QUANTITIES OF PIPING HOWEVER MAY VARY ITEMS MAY DIFFER. THE PROPOSED QUANTITIES OF PIPING HOWEVER MAY VARY ITEMS MAY DIFFER. THE PROPOSED QUANTITIES OF PIPING HOWEVER MAY VARY MAY DIFFER. THE PROPOSED QUANTITIES OF PIPING HOWEVER MAY VARY MAY DIFFER. THE PROPOSED QUANTITIES OF PIPING HOWEVER MAY VARY DIFFER. THE PROPOSED QUANTITIES OF PIPING HOWEVER MAY VARY DIFFER. THE PROPOSED QUANTITIES OF PIPING HOWEVER MAY VARY THE PROPOSED QUANTITIES OF PIPING HOWEVER MAY VARY THE PROPOSED QUANTITIES OF PIPING HOWEVER MAY VARY PROPOSED QUANTITIES OF PIPING HOWEVER MAY VARY PROPOSED QUANTITIES OF PIPING HOWEVER MAY VARY QUANTITIES OF PIPING HOWEVER MAY VARY QUANTITIES OF PIPING HOWEVER MAY VARY OF PIPING HOWEVER MAY VARY OF PIPING HOWEVER MAY VARY PIPING HOWEVER MAY VARY PIPING HOWEVER MAY VARY HOWEVER MAY VARY HOWEVER MAY VARY MAY VARY MAY VARY VARY VARY FROM WHAT IS SHOWN AS THE ALIGNMENTS SHOWN ARE APPROXIMATE PER NOTE 3. 4. ALL COSTS ASSOCIATED WITH REPAIR AND/OR REPLACEMENT OF EXISTING UTILITIES, DUE TO ALL COSTS ASSOCIATED WITH REPAIR AND/OR REPLACEMENT OF EXISTING UTILITIES, DUE TO COSTS ASSOCIATED WITH REPAIR AND/OR REPLACEMENT OF EXISTING UTILITIES, DUE TO COSTS ASSOCIATED WITH REPAIR AND/OR REPLACEMENT OF EXISTING UTILITIES, DUE TO ASSOCIATED WITH REPAIR AND/OR REPLACEMENT OF EXISTING UTILITIES, DUE TO ASSOCIATED WITH REPAIR AND/OR REPLACEMENT OF EXISTING UTILITIES, DUE TO WITH REPAIR AND/OR REPLACEMENT OF EXISTING UTILITIES, DUE TO WITH REPAIR AND/OR REPLACEMENT OF EXISTING UTILITIES, DUE TO REPAIR AND/OR REPLACEMENT OF EXISTING UTILITIES, DUE TO REPAIR AND/OR REPLACEMENT OF EXISTING UTILITIES, DUE TO AND/OR REPLACEMENT OF EXISTING UTILITIES, DUE TO AND/OR REPLACEMENT OF EXISTING UTILITIES, DUE TO REPLACEMENT OF EXISTING UTILITIES, DUE TO REPLACEMENT OF EXISTING UTILITIES, DUE TO OF EXISTING UTILITIES, DUE TO OF EXISTING UTILITIES, DUE TO EXISTING UTILITIES, DUE TO EXISTING UTILITIES, DUE TO UTILITIES, DUE TO UTILITIES, DUE TO DUE TO DUE TO TO TO CONTRACTOR'S ACTIVITIES, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5. FIELD LOCATE ALL EXISTING UTILITIES, BURIED PIPING, INCLUDING WATER SERVICE FIELD LOCATE ALL EXISTING UTILITIES, BURIED PIPING, INCLUDING WATER SERVICE LOCATE ALL EXISTING UTILITIES, BURIED PIPING, INCLUDING WATER SERVICE LOCATE ALL EXISTING UTILITIES, BURIED PIPING, INCLUDING WATER SERVICE ALL EXISTING UTILITIES, BURIED PIPING, INCLUDING WATER SERVICE ALL EXISTING UTILITIES, BURIED PIPING, INCLUDING WATER SERVICE EXISTING UTILITIES, BURIED PIPING, INCLUDING WATER SERVICE EXISTING UTILITIES, BURIED PIPING, INCLUDING WATER SERVICE UTILITIES, BURIED PIPING, INCLUDING WATER SERVICE UTILITIES, BURIED PIPING, INCLUDING WATER SERVICE BURIED PIPING, INCLUDING WATER SERVICE BURIED PIPING, INCLUDING WATER SERVICE PIPING, INCLUDING WATER SERVICE PIPING, INCLUDING WATER SERVICE INCLUDING WATER SERVICE INCLUDING WATER SERVICE WATER SERVICE WATER SERVICE SERVICE SERVICE CONNECTIONS, AND ALL OTHER SURFACE AND SUB-SURFACE FEATURES PRIOR TO AND ALL OTHER SURFACE AND SUB-SURFACE FEATURES PRIOR TO AND ALL OTHER SURFACE AND SUB-SURFACE FEATURES PRIOR TO ALL OTHER SURFACE AND SUB-SURFACE FEATURES PRIOR TO ALL OTHER SURFACE AND SUB-SURFACE FEATURES PRIOR TO OTHER SURFACE AND SUB-SURFACE FEATURES PRIOR TO OTHER SURFACE AND SUB-SURFACE FEATURES PRIOR TO SURFACE AND SUB-SURFACE FEATURES PRIOR TO SURFACE AND SUB-SURFACE FEATURES PRIOR TO AND SUB-SURFACE FEATURES PRIOR TO AND SUB-SURFACE FEATURES PRIOR TO SUB-SURFACE FEATURES PRIOR TO SUB-SURFACE FEATURES PRIOR TO FEATURES PRIOR TO FEATURES PRIOR TO PRIOR TO PRIOR TO TO TO CONSTRUCTION. ANY FEATURES DAMAGED BY CONTRACTOR'S ACTIVITIES SHALL BE ANY FEATURES DAMAGED BY CONTRACTOR'S ACTIVITIES SHALL BE ANY FEATURES DAMAGED BY CONTRACTOR'S ACTIVITIES SHALL BE FEATURES DAMAGED BY CONTRACTOR'S ACTIVITIES SHALL BE FEATURES DAMAGED BY CONTRACTOR'S ACTIVITIES SHALL BE DAMAGED BY CONTRACTOR'S ACTIVITIES SHALL BE DAMAGED BY CONTRACTOR'S ACTIVITIES SHALL BE BY CONTRACTOR'S ACTIVITIES SHALL BE BY CONTRACTOR'S ACTIVITIES SHALL BE CONTRACTOR'S ACTIVITIES SHALL BE CONTRACTOR'S ACTIVITIES SHALL BE ACTIVITIES SHALL BE ACTIVITIES SHALL BE SHALL BE SHALL BE BE BE REPLACED TO PRE-CONSTRUCTION CONDITION AT NO ADDITIONAL EXPENSE TO THE TO PRE-CONSTRUCTION CONDITION AT NO ADDITIONAL EXPENSE TO THE TO PRE-CONSTRUCTION CONDITION AT NO ADDITIONAL EXPENSE TO THE PRE-CONSTRUCTION CONDITION AT NO ADDITIONAL EXPENSE TO THE PRE-CONSTRUCTION CONDITION AT NO ADDITIONAL EXPENSE TO THE CONDITION AT NO ADDITIONAL EXPENSE TO THE CONDITION AT NO ADDITIONAL EXPENSE TO THE AT NO ADDITIONAL EXPENSE TO THE AT NO ADDITIONAL EXPENSE TO THE NO ADDITIONAL EXPENSE TO THE NO ADDITIONAL EXPENSE TO THE ADDITIONAL EXPENSE TO THE ADDITIONAL EXPENSE TO THE EXPENSE TO THE EXPENSE TO THE TO THE TO THE THE THE GOVERNMENT. ANY FIELD LOCATED EXISTING CONDITIONS IMPACTING NEW WORK SHALL BE ANY FIELD LOCATED EXISTING CONDITIONS IMPACTING NEW WORK SHALL BE ANY FIELD LOCATED EXISTING CONDITIONS IMPACTING NEW WORK SHALL BE FIELD LOCATED EXISTING CONDITIONS IMPACTING NEW WORK SHALL BE FIELD LOCATED EXISTING CONDITIONS IMPACTING NEW WORK SHALL BE LOCATED EXISTING CONDITIONS IMPACTING NEW WORK SHALL BE LOCATED EXISTING CONDITIONS IMPACTING NEW WORK SHALL BE EXISTING CONDITIONS IMPACTING NEW WORK SHALL BE EXISTING CONDITIONS IMPACTING NEW WORK SHALL BE CONDITIONS IMPACTING NEW WORK SHALL BE CONDITIONS IMPACTING NEW WORK SHALL BE IMPACTING NEW WORK SHALL BE IMPACTING NEW WORK SHALL BE NEW WORK SHALL BE NEW WORK SHALL BE WORK SHALL BE WORK SHALL BE SHALL BE SHALL BE BE BE IMMEDIATELY BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION. 6. ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS AND ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS AND DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS AND DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS AND ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS AND ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS AND GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS AND GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS AND DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS AND DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS AND PATTERNS, ROADSIDE DITCHES, TRAILS AND PATTERNS, ROADSIDE DITCHES, TRAILS AND ROADSIDE DITCHES, TRAILS AND ROADSIDE DITCHES, TRAILS AND DITCHES, TRAILS AND DITCHES, TRAILS AND TRAILS AND TRAILS AND AND AND GRADE SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE BE RESTORED TO ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE BE RESTORED TO ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE RESTORED TO ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE RESTORED TO ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE TO ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE TO ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE ORIGINAL CONDITION OR AS CALLED FOR ON THE ORIGINAL CONDITION OR AS CALLED FOR ON THE CONDITION OR AS CALLED FOR ON THE CONDITION OR AS CALLED FOR ON THE OR AS CALLED FOR ON THE OR AS CALLED FOR ON THE AS CALLED FOR ON THE AS CALLED FOR ON THE CALLED FOR ON THE CALLED FOR ON THE FOR ON THE FOR ON THE ON THE ON THE THE THE CONTRACT DOCUMENTS, WHICHEVER IS MORE STRINGENT. ALL EXISTING TREES TO REMAIN DOCUMENTS, WHICHEVER IS MORE STRINGENT. ALL EXISTING TREES TO REMAIN DOCUMENTS, WHICHEVER IS MORE STRINGENT. ALL EXISTING TREES TO REMAIN WHICHEVER IS MORE STRINGENT. ALL EXISTING TREES TO REMAIN WHICHEVER IS MORE STRINGENT. ALL EXISTING TREES TO REMAIN IS MORE STRINGENT. ALL EXISTING TREES TO REMAIN IS MORE STRINGENT. ALL EXISTING TREES TO REMAIN MORE STRINGENT. ALL EXISTING TREES TO REMAIN MORE STRINGENT. ALL EXISTING TREES TO REMAIN STRINGENT. ALL EXISTING TREES TO REMAIN STRINGENT. ALL EXISTING TREES TO REMAIN ALL EXISTING TREES TO REMAIN ALL EXISTING TREES TO REMAIN EXISTING TREES TO REMAIN EXISTING TREES TO REMAIN TREES TO REMAIN TREES TO REMAIN TO REMAIN TO REMAIN REMAIN REMAIN UNLESS OTHERWISE SPECIFIED. 7. SCHEDULE ALL EXISTING UTILITY LINE SHUTDOWNS WITH PARK STAFF. SCHEDULE ALL EXISTING UTILITY LINE SHUTDOWNS WITH PARK STAFF. 8. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER SHALL BE MADE BY THE CONTRACTOR ONLY AFTER SHALL BE MADE BY THE CONTRACTOR ONLY AFTER BE MADE BY THE CONTRACTOR ONLY AFTER BE MADE BY THE CONTRACTOR ONLY AFTER MADE BY THE CONTRACTOR ONLY AFTER MADE BY THE CONTRACTOR ONLY AFTER BY THE CONTRACTOR ONLY AFTER BY THE CONTRACTOR ONLY AFTER THE CONTRACTOR ONLY AFTER THE CONTRACTOR ONLY AFTER CONTRACTOR ONLY AFTER CONTRACTOR ONLY AFTER ONLY AFTER ONLY AFTER AFTER AFTER THE PROPOSED CONNECTION PROCEDURE AND WORK SCHEDULE HAS BEEN REVIEWED AND PROPOSED CONNECTION PROCEDURE AND WORK SCHEDULE HAS BEEN REVIEWED AND PROPOSED CONNECTION PROCEDURE AND WORK SCHEDULE HAS BEEN REVIEWED AND CONNECTION PROCEDURE AND WORK SCHEDULE HAS BEEN REVIEWED AND CONNECTION PROCEDURE AND WORK SCHEDULE HAS BEEN REVIEWED AND PROCEDURE AND WORK SCHEDULE HAS BEEN REVIEWED AND PROCEDURE AND WORK SCHEDULE HAS BEEN REVIEWED AND AND WORK SCHEDULE HAS BEEN REVIEWED AND AND WORK SCHEDULE HAS BEEN REVIEWED AND WORK SCHEDULE HAS BEEN REVIEWED AND WORK SCHEDULE HAS BEEN REVIEWED AND SCHEDULE HAS BEEN REVIEWED AND SCHEDULE HAS BEEN REVIEWED AND HAS BEEN REVIEWED AND HAS BEEN REVIEWED AND BEEN REVIEWED AND BEEN REVIEWED AND REVIEWED AND REVIEWED AND AND AND APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL SUBMIT A WRITTEN BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL SUBMIT A WRITTEN BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL SUBMIT A WRITTEN THE CONTRACTING OFFICER. THE CONTRACTOR SHALL SUBMIT A WRITTEN THE CONTRACTING OFFICER. THE CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTING OFFICER. THE CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTING OFFICER. THE CONTRACTOR SHALL SUBMIT A WRITTEN OFFICER. THE CONTRACTOR SHALL SUBMIT A WRITTEN OFFICER. THE CONTRACTOR SHALL SUBMIT A WRITTEN THE CONTRACTOR SHALL SUBMIT A WRITTEN THE CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR SHALL SUBMIT A WRITTEN SHALL SUBMIT A WRITTEN SHALL SUBMIT A WRITTEN SUBMIT A WRITTEN SUBMIT A WRITTEN A WRITTEN A WRITTEN WRITTEN WRITTEN REQUEST TO THE CONTRACTING OFFICER A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO TO THE CONTRACTING OFFICER A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO TO THE CONTRACTING OFFICER A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO THE CONTRACTING OFFICER A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO THE CONTRACTING OFFICER A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO CONTRACTING OFFICER A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO CONTRACTING OFFICER A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO OFFICER A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO OFFICER A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO OF FIVE (5) WORKING DAYS PRIOR TO OF FIVE (5) WORKING DAYS PRIOR TO FIVE (5) WORKING DAYS PRIOR TO FIVE (5) WORKING DAYS PRIOR TO (5) WORKING DAYS PRIOR TO (5) WORKING DAYS PRIOR TO WORKING DAYS PRIOR TO WORKING DAYS PRIOR TO DAYS PRIOR TO DAYS PRIOR TO PRIOR TO PRIOR TO TO TO SCHEDULING ANY CONNECTIONS. THE REQUEST SHALL OUTLINE THE FOLLOWING: A. POINTS OF CONNECTION, FITTINGS TO BE USED, AND METHOD OF FLUSHING AND POINTS OF CONNECTION, FITTINGS TO BE USED, AND METHOD OF FLUSHING AND OF CONNECTION, FITTINGS TO BE USED, AND METHOD OF FLUSHING AND OF CONNECTION, FITTINGS TO BE USED, AND METHOD OF FLUSHING AND CONNECTION, FITTINGS TO BE USED, AND METHOD OF FLUSHING AND CONNECTION, FITTINGS TO BE USED, AND METHOD OF FLUSHING AND FITTINGS TO BE USED, AND METHOD OF FLUSHING AND FITTINGS TO BE USED, AND METHOD OF FLUSHING AND TO BE USED, AND METHOD OF FLUSHING AND TO BE USED, AND METHOD OF FLUSHING AND BE USED, AND METHOD OF FLUSHING AND BE USED, AND METHOD OF FLUSHING AND USED, AND METHOD OF FLUSHING AND USED, AND METHOD OF FLUSHING AND AND METHOD OF FLUSHING AND AND METHOD OF FLUSHING AND METHOD OF FLUSHING AND METHOD OF FLUSHING AND OF FLUSHING AND OF FLUSHING AND FLUSHING AND FLUSHING AND AND AND DISINFECTION, B. ESTIMATED CONSTRUCTION TIME FOR THE CONNECTION, AND DISINFECTION. ESTIMATED CONSTRUCTION TIME FOR THE CONNECTION, AND DISINFECTION. AFTER RECEIPT OF THE WRITTEN REQUEST THE CONTRACTING OFFICER SHALL REVIEW THE RECEIPT OF THE WRITTEN REQUEST THE CONTRACTING OFFICER SHALL REVIEW THE RECEIPT OF THE WRITTEN REQUEST THE CONTRACTING OFFICER SHALL REVIEW THE OF THE WRITTEN REQUEST THE CONTRACTING OFFICER SHALL REVIEW THE OF THE WRITTEN REQUEST THE CONTRACTING OFFICER SHALL REVIEW THE THE WRITTEN REQUEST THE CONTRACTING OFFICER SHALL REVIEW THE THE WRITTEN REQUEST THE CONTRACTING OFFICER SHALL REVIEW THE WRITTEN REQUEST THE CONTRACTING OFFICER SHALL REVIEW THE WRITTEN REQUEST THE CONTRACTING OFFICER SHALL REVIEW THE REQUEST THE CONTRACTING OFFICER SHALL REVIEW THE REQUEST THE CONTRACTING OFFICER SHALL REVIEW THE THE CONTRACTING OFFICER SHALL REVIEW THE THE CONTRACTING OFFICER SHALL REVIEW THE CONTRACTING OFFICER SHALL REVIEW THE CONTRACTING OFFICER SHALL REVIEW THE OFFICER SHALL REVIEW THE OFFICER SHALL REVIEW THE SHALL REVIEW THE SHALL REVIEW THE REVIEW THE REVIEW THE THE THE SUBMITTAL AND GIVE AN APPROVAL OR REJECTION OF THE REQUEST WITHIN THREE (3) AND GIVE AN APPROVAL OR REJECTION OF THE REQUEST WITHIN THREE (3) AND GIVE AN APPROVAL OR REJECTION OF THE REQUEST WITHIN THREE (3) GIVE AN APPROVAL OR REJECTION OF THE REQUEST WITHIN THREE (3) GIVE AN APPROVAL OR REJECTION OF THE REQUEST WITHIN THREE (3) AN APPROVAL OR REJECTION OF THE REQUEST WITHIN THREE (3) AN APPROVAL OR REJECTION OF THE REQUEST WITHIN THREE (3) APPROVAL OR REJECTION OF THE REQUEST WITHIN THREE (3) APPROVAL OR REJECTION OF THE REQUEST WITHIN THREE (3) OR REJECTION OF THE REQUEST WITHIN THREE (3) OR REJECTION OF THE REQUEST WITHIN THREE (3) REJECTION OF THE REQUEST WITHIN THREE (3) REJECTION OF THE REQUEST WITHIN THREE (3) OF THE REQUEST WITHIN THREE (3) OF THE REQUEST WITHIN THREE (3) THE REQUEST WITHIN THREE (3) THE REQUEST WITHIN THREE (3) REQUEST WITHIN THREE (3) REQUEST WITHIN THREE (3) WITHIN THREE (3) WITHIN THREE (3) THREE (3) THREE (3) (3) (3) WORKING DAYS. IF THE REQUEST IS REJECTED, THE CONTRACTOR SHALL RESUBMIT THE DAYS. IF THE REQUEST IS REJECTED, THE CONTRACTOR SHALL RESUBMIT THE DAYS. IF THE REQUEST IS REJECTED, THE CONTRACTOR SHALL RESUBMIT THE IF THE REQUEST IS REJECTED, THE CONTRACTOR SHALL RESUBMIT THE IF THE REQUEST IS REJECTED, THE CONTRACTOR SHALL RESUBMIT THE THE REQUEST IS REJECTED, THE CONTRACTOR SHALL RESUBMIT THE THE REQUEST IS REJECTED, THE CONTRACTOR SHALL RESUBMIT THE REQUEST IS REJECTED, THE CONTRACTOR SHALL RESUBMIT THE REQUEST IS REJECTED, THE CONTRACTOR SHALL RESUBMIT THE IS REJECTED, THE CONTRACTOR SHALL RESUBMIT THE IS REJECTED, THE CONTRACTOR SHALL RESUBMIT THE REJECTED, THE CONTRACTOR SHALL RESUBMIT THE REJECTED, THE CONTRACTOR SHALL RESUBMIT THE REJECTED, THE CONTRACTOR SHALL RESUBMIT THE THE CONTRACTOR SHALL RESUBMIT THE THE CONTRACTOR SHALL RESUBMIT THE CONTRACTOR SHALL RESUBMIT THE CONTRACTOR SHALL RESUBMIT THE SHALL RESUBMIT THE SHALL RESUBMIT THE RESUBMIT THE RESUBMIT THE THE THE REQUEST, MAKING MODIFICATIONS IN A MANNER ACCEPTABLE TO THE CONTRACTING MAKING MODIFICATIONS IN A MANNER ACCEPTABLE TO THE CONTRACTING MAKING MODIFICATIONS IN A MANNER ACCEPTABLE TO THE CONTRACTING MODIFICATIONS IN A MANNER ACCEPTABLE TO THE CONTRACTING MODIFICATIONS IN A MANNER ACCEPTABLE TO THE CONTRACTING MODIFICATIONS IN A MANNER ACCEPTABLE TO THE CONTRACTING IN A MANNER ACCEPTABLE TO THE CONTRACTING IN A MANNER ACCEPTABLE TO THE CONTRACTING A MANNER ACCEPTABLE TO THE CONTRACTING A MANNER ACCEPTABLE TO THE CONTRACTING MANNER ACCEPTABLE TO THE CONTRACTING MANNER ACCEPTABLE TO THE CONTRACTING ACCEPTABLE TO THE CONTRACTING ACCEPTABLE TO THE CONTRACTING TO THE CONTRACTING TO THE CONTRACTING THE CONTRACTING THE CONTRACTING CONTRACTING CONTRACTING OFFICER. ALL CONNECTIONS SHALL ONLY BE MADE ON AGREED UPON DATE AND TIME. IF ALL CONNECTIONS SHALL ONLY BE MADE ON AGREED UPON DATE AND TIME. IF ALL CONNECTIONS SHALL ONLY BE MADE ON AGREED UPON DATE AND TIME. IF CONNECTIONS SHALL ONLY BE MADE ON AGREED UPON DATE AND TIME. IF CONNECTIONS SHALL ONLY BE MADE ON AGREED UPON DATE AND TIME. IF SHALL ONLY BE MADE ON AGREED UPON DATE AND TIME. IF SHALL ONLY BE MADE ON AGREED UPON DATE AND TIME. IF ONLY BE MADE ON AGREED UPON DATE AND TIME. IF ONLY BE MADE ON AGREED UPON DATE AND TIME. IF BE MADE ON AGREED UPON DATE AND TIME. IF BE MADE ON AGREED UPON DATE AND TIME. IF MADE ON AGREED UPON DATE AND TIME. IF MADE ON AGREED UPON DATE AND TIME. IF ON AGREED UPON DATE AND TIME. IF ON AGREED UPON DATE AND TIME. IF AGREED UPON DATE AND TIME. IF AGREED UPON DATE AND TIME. IF UPON DATE AND TIME. IF UPON DATE AND TIME. IF DATE AND TIME. IF DATE AND TIME. IF AND TIME. IF AND TIME. IF TIME. IF TIME. IF TIME. IF IF IF THE CONTRACTOR DOES NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE CONTRACTOR DOES NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE CONTRACTOR DOES NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE DOES NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE DOES NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE INITIATE AND COMPLETE THE CONNECTION WORK IN THE INITIATE AND COMPLETE THE CONNECTION WORK IN THE AND COMPLETE THE CONNECTION WORK IN THE AND COMPLETE THE CONNECTION WORK IN THE COMPLETE THE CONNECTION WORK IN THE COMPLETE THE CONNECTION WORK IN THE THE CONNECTION WORK IN THE THE CONNECTION WORK IN THE CONNECTION WORK IN THE CONNECTION WORK IN THE CONNECTION WORK IN THE WORK IN THE WORK IN THE IN THE IN THE THE THE AGREED UPON MANNER, THE CONTRACTOR SHALL BE REQUIRED TO RESCHEDULE THE UPON MANNER, THE CONTRACTOR SHALL BE REQUIRED TO RESCHEDULE THE UPON MANNER, THE CONTRACTOR SHALL BE REQUIRED TO RESCHEDULE THE MANNER, THE CONTRACTOR SHALL BE REQUIRED TO RESCHEDULE THE MANNER, THE CONTRACTOR SHALL BE REQUIRED TO RESCHEDULE THE THE CONTRACTOR SHALL BE REQUIRED TO RESCHEDULE THE THE CONTRACTOR SHALL BE REQUIRED TO RESCHEDULE THE CONTRACTOR SHALL BE REQUIRED TO RESCHEDULE THE CONTRACTOR SHALL BE REQUIRED TO RESCHEDULE THE SHALL BE REQUIRED TO RESCHEDULE THE SHALL BE REQUIRED TO RESCHEDULE THE BE REQUIRED TO RESCHEDULE THE BE REQUIRED TO RESCHEDULE THE REQUIRED TO RESCHEDULE THE REQUIRED TO RESCHEDULE THE TO RESCHEDULE THE TO RESCHEDULE THE RESCHEDULE THE RESCHEDULE THE THE THE CONNECTION BY FOLLOWING THE PROCEDURE OUTLINED ABOVE. MAINS SHALL NOT BE BY FOLLOWING THE PROCEDURE OUTLINED ABOVE. MAINS SHALL NOT BE BY FOLLOWING THE PROCEDURE OUTLINED ABOVE. MAINS SHALL NOT BE FOLLOWING THE PROCEDURE OUTLINED ABOVE. MAINS SHALL NOT BE FOLLOWING THE PROCEDURE OUTLINED ABOVE. MAINS SHALL NOT BE THE PROCEDURE OUTLINED ABOVE. MAINS SHALL NOT BE THE PROCEDURE OUTLINED ABOVE. MAINS SHALL NOT BE PROCEDURE OUTLINED ABOVE. MAINS SHALL NOT BE PROCEDURE OUTLINED ABOVE. MAINS SHALL NOT BE OUTLINED ABOVE. MAINS SHALL NOT BE OUTLINED ABOVE. MAINS SHALL NOT BE ABOVE. MAINS SHALL NOT BE ABOVE. MAINS SHALL NOT BE MAINS SHALL NOT BE MAINS SHALL NOT BE SHALL NOT BE SHALL NOT BE NOT BE NOT BE BE BE PLACED IN SERVICE UNTIL CLEARANCE IS GRANTED BY THE CONTRACTING OFFICER. 10. PIPE AND JOINT DEFLECTIONS PERMITTED WITHIN RANGE OF MANUFACTURER'S ALLOWANCES. PIPE AND JOINT DEFLECTIONS PERMITTED WITHIN RANGE OF MANUFACTURER'S ALLOWANCES. AND JOINT DEFLECTIONS PERMITTED WITHIN RANGE OF MANUFACTURER'S ALLOWANCES. AND JOINT DEFLECTIONS PERMITTED WITHIN RANGE OF MANUFACTURER'S ALLOWANCES. JOINT DEFLECTIONS PERMITTED WITHIN RANGE OF MANUFACTURER'S ALLOWANCES. JOINT DEFLECTIONS PERMITTED WITHIN RANGE OF MANUFACTURER'S ALLOWANCES. DEFLECTIONS PERMITTED WITHIN RANGE OF MANUFACTURER'S ALLOWANCES. DEFLECTIONS PERMITTED WITHIN RANGE OF MANUFACTURER'S ALLOWANCES. PERMITTED WITHIN RANGE OF MANUFACTURER'S ALLOWANCES. PERMITTED WITHIN RANGE OF MANUFACTURER'S ALLOWANCES. WITHIN RANGE OF MANUFACTURER'S ALLOWANCES. WITHIN RANGE OF MANUFACTURER'S ALLOWANCES. RANGE OF MANUFACTURER'S ALLOWANCES. RANGE OF MANUFACTURER'S ALLOWANCES. OF MANUFACTURER'S ALLOWANCES. OF MANUFACTURER'S ALLOWANCES. MANUFACTURER'S ALLOWANCES. MANUFACTURER'S ALLOWANCES. ALLOWANCES. ALLOWANCES. BEND FITTING MAY NOT SHOWN IN THE PLAN BUT SHALL BE REQUIRED WHEREVER EXISTING FITTING MAY NOT SHOWN IN THE PLAN BUT SHALL BE REQUIRED WHEREVER EXISTING FITTING MAY NOT SHOWN IN THE PLAN BUT SHALL BE REQUIRED WHEREVER EXISTING MAY NOT SHOWN IN THE PLAN BUT SHALL BE REQUIRED WHEREVER EXISTING MAY NOT SHOWN IN THE PLAN BUT SHALL BE REQUIRED WHEREVER EXISTING NOT SHOWN IN THE PLAN BUT SHALL BE REQUIRED WHEREVER EXISTING NOT SHOWN IN THE PLAN BUT SHALL BE REQUIRED WHEREVER EXISTING SHOWN IN THE PLAN BUT SHALL BE REQUIRED WHEREVER EXISTING SHOWN IN THE PLAN BUT SHALL BE REQUIRED WHEREVER EXISTING IN THE PLAN BUT SHALL BE REQUIRED WHEREVER EXISTING IN THE PLAN BUT SHALL BE REQUIRED WHEREVER EXISTING THE PLAN BUT SHALL BE REQUIRED WHEREVER EXISTING THE PLAN BUT SHALL BE REQUIRED WHEREVER EXISTING PLAN BUT SHALL BE REQUIRED WHEREVER EXISTING PLAN BUT SHALL BE REQUIRED WHEREVER EXISTING BUT SHALL BE REQUIRED WHEREVER EXISTING BUT SHALL BE REQUIRED WHEREVER EXISTING SHALL BE REQUIRED WHEREVER EXISTING SHALL BE REQUIRED WHEREVER EXISTING BE REQUIRED WHEREVER EXISTING BE REQUIRED WHEREVER EXISTING REQUIRED WHEREVER EXISTING REQUIRED WHEREVER EXISTING WHEREVER EXISTING WHEREVER EXISTING EXISTING EXISTING ALIGNMENT DOES NOT ALLOW FOR ALLOWABLE DEFLECTION. 11. ALL EXISTING VALVES AND EQUIPMENT SHALL ONLY BE OPERATED BY THE THE NATIONAL ALL EXISTING VALVES AND EQUIPMENT SHALL ONLY BE OPERATED BY THE THE NATIONAL EXISTING VALVES AND EQUIPMENT SHALL ONLY BE OPERATED BY THE THE NATIONAL EXISTING VALVES AND EQUIPMENT SHALL ONLY BE OPERATED BY THE THE NATIONAL VALVES AND EQUIPMENT SHALL ONLY BE OPERATED BY THE THE NATIONAL VALVES AND EQUIPMENT SHALL ONLY BE OPERATED BY THE THE NATIONAL AND EQUIPMENT SHALL ONLY BE OPERATED BY THE THE NATIONAL AND EQUIPMENT SHALL ONLY BE OPERATED BY THE THE NATIONAL EQUIPMENT SHALL ONLY BE OPERATED BY THE THE NATIONAL EQUIPMENT SHALL ONLY BE OPERATED BY THE THE NATIONAL SHALL ONLY BE OPERATED BY THE THE NATIONAL SHALL ONLY BE OPERATED BY THE THE NATIONAL ONLY BE OPERATED BY THE THE NATIONAL ONLY BE OPERATED BY THE THE NATIONAL BE OPERATED BY THE THE NATIONAL BE OPERATED BY THE THE NATIONAL OPERATED BY THE THE NATIONAL OPERATED BY THE THE NATIONAL BY THE THE NATIONAL BY THE THE NATIONAL THE THE NATIONAL THE THE NATIONAL THE NATIONAL THE NATIONAL NATIONAL NATIONAL PARK SERVICE. 12. MINOR ADJUSTMENTS TO THE FINAL ALIGNMENT AND CONFIGURATION OF THE VARIOUS MINOR ADJUSTMENTS TO THE FINAL ALIGNMENT AND CONFIGURATION OF THE VARIOUS ADJUSTMENTS TO THE FINAL ALIGNMENT AND CONFIGURATION OF THE VARIOUS ADJUSTMENTS TO THE FINAL ALIGNMENT AND CONFIGURATION OF THE VARIOUS TO THE FINAL ALIGNMENT AND CONFIGURATION OF THE VARIOUS TO THE FINAL ALIGNMENT AND CONFIGURATION OF THE VARIOUS THE FINAL ALIGNMENT AND CONFIGURATION OF THE VARIOUS THE FINAL ALIGNMENT AND CONFIGURATION OF THE VARIOUS FINAL ALIGNMENT AND CONFIGURATION OF THE VARIOUS FINAL ALIGNMENT AND CONFIGURATION OF THE VARIOUS ALIGNMENT AND CONFIGURATION OF THE VARIOUS ALIGNMENT AND CONFIGURATION OF THE VARIOUS AND CONFIGURATION OF THE VARIOUS AND CONFIGURATION OF THE VARIOUS CONFIGURATION OF THE VARIOUS CONFIGURATION OF THE VARIOUS OF THE VARIOUS OF THE VARIOUS THE VARIOUS THE VARIOUS VARIOUS VARIOUS CONNECTIONS MAY BE ALLOWED. FOR EXAMPLE, IT MAY BE LOGICAL TO ADJUST THE POINT MAY BE ALLOWED. FOR EXAMPLE, IT MAY BE LOGICAL TO ADJUST THE POINT MAY BE ALLOWED. FOR EXAMPLE, IT MAY BE LOGICAL TO ADJUST THE POINT BE ALLOWED. FOR EXAMPLE, IT MAY BE LOGICAL TO ADJUST THE POINT BE ALLOWED. FOR EXAMPLE, IT MAY BE LOGICAL TO ADJUST THE POINT ALLOWED. FOR EXAMPLE, IT MAY BE LOGICAL TO ADJUST THE POINT ALLOWED. FOR EXAMPLE, IT MAY BE LOGICAL TO ADJUST THE POINT FOR EXAMPLE, IT MAY BE LOGICAL TO ADJUST THE POINT FOR EXAMPLE, IT MAY BE LOGICAL TO ADJUST THE POINT EXAMPLE, IT MAY BE LOGICAL TO ADJUST THE POINT EXAMPLE, IT MAY BE LOGICAL TO ADJUST THE POINT IT MAY BE LOGICAL TO ADJUST THE POINT IT MAY BE LOGICAL TO ADJUST THE POINT MAY BE LOGICAL TO ADJUST THE POINT MAY BE LOGICAL TO ADJUST THE POINT BE LOGICAL TO ADJUST THE POINT BE LOGICAL TO ADJUST THE POINT LOGICAL TO ADJUST THE POINT LOGICAL TO ADJUST THE POINT TO ADJUST THE POINT TO ADJUST THE POINT ADJUST THE POINT ADJUST THE POINT THE POINT THE POINT POINT POINT OF A SERVICE CONNECTION CLOSER TO THE MAIN FROM EXISTING, OR IT MAY BE ADVISABLE A SERVICE CONNECTION CLOSER TO THE MAIN FROM EXISTING, OR IT MAY BE ADVISABLE A SERVICE CONNECTION CLOSER TO THE MAIN FROM EXISTING, OR IT MAY BE ADVISABLE SERVICE CONNECTION CLOSER TO THE MAIN FROM EXISTING, OR IT MAY BE ADVISABLE SERVICE CONNECTION CLOSER TO THE MAIN FROM EXISTING, OR IT MAY BE ADVISABLE CONNECTION CLOSER TO THE MAIN FROM EXISTING, OR IT MAY BE ADVISABLE CONNECTION CLOSER TO THE MAIN FROM EXISTING, OR IT MAY BE ADVISABLE CLOSER TO THE MAIN FROM EXISTING, OR IT MAY BE ADVISABLE CLOSER TO THE MAIN FROM EXISTING, OR IT MAY BE ADVISABLE TO THE MAIN FROM EXISTING, OR IT MAY BE ADVISABLE TO THE MAIN FROM EXISTING, OR IT MAY BE ADVISABLE THE MAIN FROM EXISTING, OR IT MAY BE ADVISABLE THE MAIN FROM EXISTING, OR IT MAY BE ADVISABLE MAIN FROM EXISTING, OR IT MAY BE ADVISABLE MAIN FROM EXISTING, OR IT MAY BE ADVISABLE FROM EXISTING, OR IT MAY BE ADVISABLE FROM EXISTING, OR IT MAY BE ADVISABLE EXISTING, OR IT MAY BE ADVISABLE EXISTING, OR IT MAY BE ADVISABLE OR IT MAY BE ADVISABLE OR IT MAY BE ADVISABLE IT MAY BE ADVISABLE IT MAY BE ADVISABLE MAY BE ADVISABLE MAY BE ADVISABLE BE ADVISABLE BE ADVISABLE ADVISABLE ADVISABLE TO SHIFT AN ALIGNMENT TO AVOID IMPACTS TO INFRASTRUCTURE THAT WAS CONSTRUCTED SHIFT AN ALIGNMENT TO AVOID IMPACTS TO INFRASTRUCTURE THAT WAS CONSTRUCTED SHIFT AN ALIGNMENT TO AVOID IMPACTS TO INFRASTRUCTURE THAT WAS CONSTRUCTED AN ALIGNMENT TO AVOID IMPACTS TO INFRASTRUCTURE THAT WAS CONSTRUCTED AN ALIGNMENT TO AVOID IMPACTS TO INFRASTRUCTURE THAT WAS CONSTRUCTED ALIGNMENT TO AVOID IMPACTS TO INFRASTRUCTURE THAT WAS CONSTRUCTED ALIGNMENT TO AVOID IMPACTS TO INFRASTRUCTURE THAT WAS CONSTRUCTED TO AVOID IMPACTS TO INFRASTRUCTURE THAT WAS CONSTRUCTED TO AVOID IMPACTS TO INFRASTRUCTURE THAT WAS CONSTRUCTED AVOID IMPACTS TO INFRASTRUCTURE THAT WAS CONSTRUCTED AVOID IMPACTS TO INFRASTRUCTURE THAT WAS CONSTRUCTED IMPACTS TO INFRASTRUCTURE THAT WAS CONSTRUCTED IMPACTS TO INFRASTRUCTURE THAT WAS CONSTRUCTED TO INFRASTRUCTURE THAT WAS CONSTRUCTED TO INFRASTRUCTURE THAT WAS CONSTRUCTED INFRASTRUCTURE THAT WAS CONSTRUCTED INFRASTRUCTURE THAT WAS CONSTRUCTED THAT WAS CONSTRUCTED THAT WAS CONSTRUCTED WAS CONSTRUCTED WAS CONSTRUCTED CONSTRUCTED CONSTRUCTED ON TOP OF THE EXISTING WATER MAIN. ANY DEVIATION FROM THE EXISTING TOP OF THE EXISTING WATER MAIN. ANY DEVIATION FROM THE EXISTING TOP OF THE EXISTING WATER MAIN. ANY DEVIATION FROM THE EXISTING OF THE EXISTING WATER MAIN. ANY DEVIATION FROM THE EXISTING OF THE EXISTING WATER MAIN. ANY DEVIATION FROM THE EXISTING THE EXISTING WATER MAIN. ANY DEVIATION FROM THE EXISTING THE EXISTING WATER MAIN. ANY DEVIATION FROM THE EXISTING EXISTING WATER MAIN. ANY DEVIATION FROM THE EXISTING EXISTING WATER MAIN. ANY DEVIATION FROM THE EXISTING WATER MAIN. ANY DEVIATION FROM THE EXISTING WATER MAIN. ANY DEVIATION FROM THE EXISTING MAIN. ANY DEVIATION FROM THE EXISTING MAIN.