B08_Attachment_2_140P8423R0003_Drawings.pdf

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CHESTER

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TO

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LAKE

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BUTTE

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PEAK

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PILOT

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STATION

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ENTRANCE

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SOUTHWEST

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HQ.

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TEHAMA CO.

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MINERAL &

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TO

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BROKEOFF

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MT.

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SIFFORD

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GUEST RANCH

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DRAKESBAD

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MT.

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CREEK

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KINGS

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TEHAMA CO.

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PLUMAS CO.

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CONARD

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MT.

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KITCHEN

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DEVILS

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VALLEY

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WARNER

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MT.

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MOUNTAIN

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SADDLE

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HELEN

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LAKE

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REDDING

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DILLER

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PEAK

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EAGLE

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LOOMIS

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PEAK

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STATION

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ENTRANCE

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LAKE

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MANZANITA

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CRAGS

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TO

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MT.

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HAT

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PEAK

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LASSEN

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CRATER

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CRESCENT

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READING

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PEAK

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RAKER

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LAKE

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SUMMIT

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HORSESHOE

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LAKE

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FAIRFIELD

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PEAK

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GROUP CAMP

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LOST CREEK

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LASSEN COUNTY

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SHASTA COUNTY

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PEAK

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PROSPECT

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PLUMAS COUNTY

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LASSEN COUNTY

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HARKNESS

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MT.

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LAKE

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PEAK

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BONTE

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CONE

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CINDER

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RED

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JUNIPER

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HOFFMAN

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MT.

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LAKE

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SNAG

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LAKE

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LAKE

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WIDOW

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TEAL

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LAKE

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BUTTE

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CINDER

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CONE

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PEAK

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SUNRISE

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TO

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HQ.

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CHICO

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BLUFF

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CORNING

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RED

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THERMALITO

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ALTURAS

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SUSANVILLE

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NATIONAL PARK

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LASSEN VOLCANIC

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MINERAL

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REDDING

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CANBY

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LASSEN VOLCANIC NATIONAL PARK

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CREEK OR RIVER

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VISITOR CENTER

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PARK HEADQUARTERS

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RANGER STATION

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INFORMATION CENTER

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HQ.

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TRAIL

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LEGEND

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PARK BOUNDARY

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UNPAVED ROAD

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WILDERNESS AREA

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PAVED ROAD

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COUNTY LINE

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PACIFIC CREST TRAIL

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BACKCOUNTRY CAMPSITE

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CAMPGROUND

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PICNIC AREA

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SCALE OF MILES

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SCALE OF KILOMETERS

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SCALE OF MILES

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STATE

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NATIONAL PARK SERVICE

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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OF

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PMIS

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SHEET

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DRAWING NO.

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SHASTA

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THIS PROJECT

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INDEX OF DRAWINGS

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SHEET NO.

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SUB SHEET NO.

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TITLE OF SHEET

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%%UGENERAL

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%%UCIVIL

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COVER SHEET

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GENERAL PROJECT INFORMATION

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SUB SHEET NO.

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REPLACE WATER DISTRIBUTION SYSTEM AT MANZANITA LAKE CAMPGROUND

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COVER SHEET

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CALIFORNIA

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PACIFIC WEST

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LASSEN VOLCANIC NATIONAL PARK

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AutoCAD SHX Text 308972

AutoCAD SHX Text 179610

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WATER SYSTEM PLAN

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DETAILS

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DETAILS

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DETAILS

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BOTTLE FILL STATIONS

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DETAILS

STATE

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NATIONAL PARK SERVICE

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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OF

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PMIS

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SHEET

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DRAWING NO.

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SHASTA

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SUB SHEET NO.

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GENERAL PROJECT INFORMATION

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CALIFORNIA

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PACIFIC WEST

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LASSEN VOLCANIC NATIONAL PARK

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REPLACE WATER DISTRIBUTION SYSTEM AT MANZANITA LAKE CAMPGROUND

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

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2. REFER TO CALIFORNIA CODE OF REGULATIONS FOR WATER MAIN INSTALLATION UNDER TITLE 22, REFER TO CALIFORNIA CODE OF REGULATIONS FOR WATER MAIN INSTALLATION UNDER TITLE 22, DIVISION 4, CHAPTER 16 WATER WORKS STANDARDS, ARTICLE 4, SECTION 64572 WATER MAIN SEPARATION FOR ADDITIONAL REQUIREMENTS.

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1. THE INTENT OF THIS PROJECT IS TO REMOVE AND REPLACE THE EXISTING WATER THE INTENT OF THIS PROJECT IS TO REMOVE AND REPLACE THE EXISTING WATER INTENT OF THIS PROJECT IS TO REMOVE AND REPLACE THE EXISTING WATER INTENT OF THIS PROJECT IS TO REMOVE AND REPLACE THE EXISTING WATER OF THIS PROJECT IS TO REMOVE AND REPLACE THE EXISTING WATER OF THIS PROJECT IS TO REMOVE AND REPLACE THE EXISTING WATER THIS PROJECT IS TO REMOVE AND REPLACE THE EXISTING WATER THIS PROJECT IS TO REMOVE AND REPLACE THE EXISTING WATER PROJECT IS TO REMOVE AND REPLACE THE EXISTING WATER PROJECT IS TO REMOVE AND REPLACE THE EXISTING WATER IS TO REMOVE AND REPLACE THE EXISTING WATER IS TO REMOVE AND REPLACE THE EXISTING WATER TO REMOVE AND REPLACE THE EXISTING WATER TO REMOVE AND REPLACE THE EXISTING WATER REMOVE AND REPLACE THE EXISTING WATER REMOVE AND REPLACE THE EXISTING WATER AND REPLACE THE EXISTING WATER AND REPLACE THE EXISTING WATER REPLACE THE EXISTING WATER REPLACE THE EXISTING WATER THE EXISTING WATER THE EXISTING WATER EXISTING WATER EXISTING WATER WATER WATER DISTRIBUTION SYSTEM AND ANCILLARY EQUIPMENT (VALVES, HYDRANTS, HOSE BIBS, SERVICE SYSTEM AND ANCILLARY EQUIPMENT (VALVES, HYDRANTS, HOSE BIBS, SERVICE SYSTEM AND ANCILLARY EQUIPMENT (VALVES, HYDRANTS, HOSE BIBS, SERVICE AND ANCILLARY EQUIPMENT (VALVES, HYDRANTS, HOSE BIBS, SERVICE AND ANCILLARY EQUIPMENT (VALVES, HYDRANTS, HOSE BIBS, SERVICE ANCILLARY EQUIPMENT (VALVES, HYDRANTS, HOSE BIBS, SERVICE ANCILLARY EQUIPMENT (VALVES, HYDRANTS, HOSE BIBS, SERVICE EQUIPMENT (VALVES, HYDRANTS, HOSE BIBS, SERVICE EQUIPMENT (VALVES, HYDRANTS, HOSE BIBS, SERVICE (VALVES, HYDRANTS, HOSE BIBS, SERVICE (VALVES, HYDRANTS, HOSE BIBS, SERVICE HYDRANTS, HOSE BIBS, SERVICE HYDRANTS, HOSE BIBS, SERVICE HOSE BIBS, SERVICE HOSE BIBS, SERVICE BIBS, SERVICE BIBS, SERVICE SERVICE SERVICE CONNECTIONS, AND DRINKING FOUNTAINS) WITHIN THE MANZANITA LAKE CAMPGROUND. IN AND DRINKING FOUNTAINS) WITHIN THE MANZANITA LAKE CAMPGROUND. IN AND DRINKING FOUNTAINS) WITHIN THE MANZANITA LAKE CAMPGROUND. IN DRINKING FOUNTAINS) WITHIN THE MANZANITA LAKE CAMPGROUND. IN DRINKING FOUNTAINS) WITHIN THE MANZANITA LAKE CAMPGROUND. IN FOUNTAINS) WITHIN THE MANZANITA LAKE CAMPGROUND. IN FOUNTAINS) WITHIN THE MANZANITA LAKE CAMPGROUND. IN WITHIN THE MANZANITA LAKE CAMPGROUND. IN WITHIN THE MANZANITA LAKE CAMPGROUND. IN THE MANZANITA LAKE CAMPGROUND. IN THE MANZANITA LAKE CAMPGROUND. IN MANZANITA LAKE CAMPGROUND. IN MANZANITA LAKE CAMPGROUND. IN LAKE CAMPGROUND. IN LAKE CAMPGROUND. IN CAMPGROUND. IN CAMPGROUND. IN IN IN GENERAL NEW COMPONENTS WILL BE CONSTRUCTED IN THE SAME LOCATIONS AND ALONG NEW COMPONENTS WILL BE CONSTRUCTED IN THE SAME LOCATIONS AND ALONG NEW COMPONENTS WILL BE CONSTRUCTED IN THE SAME LOCATIONS AND ALONG COMPONENTS WILL BE CONSTRUCTED IN THE SAME LOCATIONS AND ALONG COMPONENTS WILL BE CONSTRUCTED IN THE SAME LOCATIONS AND ALONG WILL BE CONSTRUCTED IN THE SAME LOCATIONS AND ALONG WILL BE CONSTRUCTED IN THE SAME LOCATIONS AND ALONG BE CONSTRUCTED IN THE SAME LOCATIONS AND ALONG BE CONSTRUCTED IN THE SAME LOCATIONS AND ALONG CONSTRUCTED IN THE SAME LOCATIONS AND ALONG CONSTRUCTED IN THE SAME LOCATIONS AND ALONG IN THE SAME LOCATIONS AND ALONG IN THE SAME LOCATIONS AND ALONG THE SAME LOCATIONS AND ALONG THE SAME LOCATIONS AND ALONG SAME LOCATIONS AND ALONG SAME LOCATIONS AND ALONG LOCATIONS AND ALONG LOCATIONS AND ALONG AND ALONG AND ALONG ALONG ALONG THE SAME ALIGNMENTS AS THE EXISTING. DISTURBED AREAS WILL GENERALLY BE LIMITED SAME ALIGNMENTS AS THE EXISTING. DISTURBED AREAS WILL GENERALLY BE LIMITED SAME ALIGNMENTS AS THE EXISTING. DISTURBED AREAS WILL GENERALLY BE LIMITED ALIGNMENTS AS THE EXISTING. DISTURBED AREAS WILL GENERALLY BE LIMITED ALIGNMENTS AS THE EXISTING. DISTURBED AREAS WILL GENERALLY BE LIMITED AS THE EXISTING. DISTURBED AREAS WILL GENERALLY BE LIMITED AS THE EXISTING. DISTURBED AREAS WILL GENERALLY BE LIMITED THE EXISTING. DISTURBED AREAS WILL GENERALLY BE LIMITED THE EXISTING. DISTURBED AREAS WILL GENERALLY BE LIMITED EXISTING. DISTURBED AREAS WILL GENERALLY BE LIMITED EXISTING. DISTURBED AREAS WILL GENERALLY BE LIMITED DISTURBED AREAS WILL GENERALLY BE LIMITED DISTURBED AREAS WILL GENERALLY BE LIMITED AREAS WILL GENERALLY BE LIMITED AREAS WILL GENERALLY BE LIMITED WILL GENERALLY BE LIMITED WILL GENERALLY BE LIMITED GENERALLY BE LIMITED GENERALLY BE LIMITED BE LIMITED BE LIMITED LIMITED LIMITED TO A 24" WIDE BY 36" DEEP TRENCH ALONG THE EXISTING PIPE ALIGNMENTS. 2. THE EXISTING WATER MAINS ARE BELIEVED TO BE A COMBINATION OF GALVANIZED STEEL THE EXISTING WATER MAINS ARE BELIEVED TO BE A COMBINATION OF GALVANIZED STEEL EXISTING WATER MAINS ARE BELIEVED TO BE A COMBINATION OF GALVANIZED STEEL EXISTING WATER MAINS ARE BELIEVED TO BE A COMBINATION OF GALVANIZED STEEL WATER MAINS ARE BELIEVED TO BE A COMBINATION OF GALVANIZED STEEL WATER MAINS ARE BELIEVED TO BE A COMBINATION OF GALVANIZED STEEL MAINS ARE BELIEVED TO BE A COMBINATION OF GALVANIZED STEEL MAINS ARE BELIEVED TO BE A COMBINATION OF GALVANIZED STEEL ARE BELIEVED TO BE A COMBINATION OF GALVANIZED STEEL ARE BELIEVED TO BE A COMBINATION OF GALVANIZED STEEL BELIEVED TO BE A COMBINATION OF GALVANIZED STEEL BELIEVED TO BE A COMBINATION OF GALVANIZED STEEL TO BE A COMBINATION OF GALVANIZED STEEL TO BE A COMBINATION OF GALVANIZED STEEL BE A COMBINATION OF GALVANIZED STEEL BE A COMBINATION OF GALVANIZED STEEL A COMBINATION OF GALVANIZED STEEL A COMBINATION OF GALVANIZED STEEL COMBINATION OF GALVANIZED STEEL COMBINATION OF GALVANIZED STEEL OF GALVANIZED STEEL OF GALVANIZED STEEL GALVANIZED STEEL GALVANIZED STEEL STEEL STEEL AND DUCTILE IRON PIPE. HOWEVER, A VARIETY OF OTHER MATERIALS MAY BE DUCTILE IRON PIPE. HOWEVER, A VARIETY OF OTHER MATERIALS MAY BE DUCTILE IRON PIPE. HOWEVER, A VARIETY OF OTHER MATERIALS MAY BE IRON PIPE. HOWEVER, A VARIETY OF OTHER MATERIALS MAY BE IRON PIPE. HOWEVER, A VARIETY OF OTHER MATERIALS MAY BE PIPE. HOWEVER, A VARIETY OF OTHER MATERIALS MAY BE PIPE. HOWEVER, A VARIETY OF OTHER MATERIALS MAY BE HOWEVER, A VARIETY OF OTHER MATERIALS MAY BE HOWEVER, A VARIETY OF OTHER MATERIALS MAY BE A VARIETY OF OTHER MATERIALS MAY BE A VARIETY OF OTHER MATERIALS MAY BE VARIETY OF OTHER MATERIALS MAY BE VARIETY OF OTHER MATERIALS MAY BE OF OTHER MATERIALS MAY BE OF OTHER MATERIALS MAY BE OTHER MATERIALS MAY BE OTHER MATERIALS MAY BE MATERIALS MAY BE MATERIALS MAY BE MAY BE MAY BE BE BE ENCOUNTERED. 3. 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. 4. 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. 5. 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. 6. 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. 7. CONTRACTOR SHALL LOCATE EXISTING WATER SERVICE LINES TO BUILDINGS AND CUT THEM CONTRACTOR SHALL LOCATE EXISTING WATER SERVICE LINES TO BUILDINGS AND CUT THEM SHALL LOCATE EXISTING WATER SERVICE LINES TO BUILDINGS AND CUT THEM SHALL LOCATE EXISTING WATER SERVICE LINES TO BUILDINGS AND CUT THEM LOCATE EXISTING WATER SERVICE LINES TO BUILDINGS AND CUT THEM LOCATE EXISTING WATER SERVICE LINES TO BUILDINGS AND CUT THEM EXISTING WATER SERVICE LINES TO BUILDINGS AND CUT THEM EXISTING WATER SERVICE LINES TO BUILDINGS AND CUT THEM WATER SERVICE LINES TO BUILDINGS AND CUT THEM WATER SERVICE LINES TO BUILDINGS AND CUT THEM SERVICE LINES TO BUILDINGS AND CUT THEM SERVICE LINES TO BUILDINGS AND CUT THEM LINES TO BUILDINGS AND CUT THEM LINES TO BUILDINGS AND CUT THEM TO BUILDINGS AND CUT THEM TO BUILDINGS AND CUT THEM BUILDINGS AND CUT THEM BUILDINGS AND CUT THEM AND CUT THEM AND CUT THEM CUT THEM CUT THEM THEM THEM GENERALLY WITHIN 5 TO 10 FEET OF THE BUILDING FOOTPRINT. CONNECT NEW SERVICE WITHIN 5 TO 10 FEET OF THE BUILDING FOOTPRINT. CONNECT NEW SERVICE WITHIN 5 TO 10 FEET OF THE BUILDING FOOTPRINT. CONNECT NEW SERVICE 5 TO 10 FEET OF THE BUILDING FOOTPRINT. CONNECT NEW SERVICE 5 TO 10 FEET OF THE BUILDING FOOTPRINT. CONNECT NEW SERVICE TO 10 FEET OF THE BUILDING FOOTPRINT. CONNECT NEW SERVICE TO 10 FEET OF THE BUILDING FOOTPRINT. CONNECT NEW SERVICE 10 FEET OF THE BUILDING FOOTPRINT. CONNECT NEW SERVICE 10 FEET OF THE BUILDING FOOTPRINT. CONNECT NEW SERVICE FEET OF THE BUILDING FOOTPRINT. CONNECT NEW SERVICE FEET OF THE BUILDING FOOTPRINT. CONNECT NEW SERVICE OF THE BUILDING FOOTPRINT. CONNECT NEW SERVICE OF THE BUILDING FOOTPRINT. CONNECT NEW SERVICE THE BUILDING FOOTPRINT. CONNECT NEW SERVICE THE BUILDING FOOTPRINT. CONNECT NEW SERVICE BUILDING FOOTPRINT. CONNECT NEW SERVICE BUILDING FOOTPRINT. CONNECT NEW SERVICE FOOTPRINT. CONNECT NEW SERVICE FOOTPRINT. CONNECT NEW SERVICE CONNECT NEW SERVICE CONNECT NEW SERVICE CONNECT NEW SERVICE NEW SERVICE NEW SERVICE SERVICE SERVICE LINES TO EXISTING USING APPROPRIATE FITTINGS. CONTRACTOR SHALL NOT DISTURB TO EXISTING USING APPROPRIATE FITTINGS. CONTRACTOR SHALL NOT DISTURB TO EXISTING USING APPROPRIATE FITTINGS. CONTRACTOR SHALL NOT DISTURB EXISTING USING APPROPRIATE FITTINGS. CONTRACTOR SHALL NOT DISTURB EXISTING USING APPROPRIATE FITTINGS. CONTRACTOR SHALL NOT DISTURB USING APPROPRIATE FITTINGS. CONTRACTOR SHALL NOT DISTURB USING APPROPRIATE FITTINGS. CONTRACTOR SHALL NOT DISTURB APPROPRIATE FITTINGS. CONTRACTOR SHALL NOT DISTURB APPROPRIATE FITTINGS. CONTRACTOR SHALL NOT DISTURB FITTINGS. CONTRACTOR SHALL NOT DISTURB FITTINGS. CONTRACTOR SHALL NOT DISTURB CONTRACTOR SHALL NOT DISTURB CONTRACTOR SHALL NOT DISTURB SHALL NOT DISTURB SHALL NOT DISTURB NOT DISTURB NOT DISTURB DISTURB DISTURB EXISTING BUILDINGS. 8. 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. 9. SCHEDULE ALL EXISTING UTILITY LINE SHUTDOWNS WITH PARK STAFF.. SCHEDULE ALL EXISTING UTILITY LINE SHUTDOWNS WITH PARK STAFF.. 10. 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.