36C24919R0012-0007003.pdf

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X

45° BEND

22.5° BEND

CONNECT CONCRETE

ENCASED DUCT BANK TO

EXISTING TRANSFORMER

(REFER TO ELECTRICAL PLANS)

REFER TO MEP

PLANS FOR

CONTINUATION

22.5° BEND

45° BEND

45° BEND

45°

BEND

45°

BEND

BUILDING #201

BUILDING #202

10" C900 PVC FIRE

PROTECTION

8" C900 PVC

DOMESTIC WATERLINE

CONNECT TO EXISTING FIRE PROTECTION AND

DOMESTIC WATER LOOPS (TAPPING SLEEVE AND

VALVE). CONTRACTOR SHALL FIELD VERIFY

DOMESTIC WATER AND FIRE PROTECTION LOOPS

WITH LOCAL UTILITY TO AVOID CROSS

CONTAMINATION PRIOR TO CONNECTION.

APPROXIMATE LOCATION GAS

SERVICE CONNECTION NEAR

OPPORTUNITY WAY. CONTRACTOR

SHALL COORDINATE CONNECTION

WITH UTILITY

4" GAS MAIN

(COORDINATE W/ LOCAL

UTILITY AND MEP PLANS)

4" GAS MAIN

(COORDINATE W/ LOCAL

UTILITY AND MEP PLANS)

22.5° BEND

CONTRACTOR SHALL PROTECT

EXISTING HEADWALL AND

EXISTING STONE RETAINING

WALLS. ANY IMPACTS TO THE

EXISTING STONE RETAINING

WALLS, PAVED CHANNEL,

AND/OR HEADWALL SHALL BE

REPAIRED TO MATCH EXISTING

CONDITIONS.

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

o n e e i g h t h n o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a d a l f i n c h e o t t h r e e i n c h e o t

LEXINGTON VAMC, LEESTOWN DIVISION

2250 LEESTOWN ROAD

LEXINGTON, KY 40511

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER:

Project Number Scale

15-584

CONSTRUCT CONTINUING

CARE FACILITIES - PHASE 1

596-332

AS INDICATED

BID DOCUMENTS

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

SEPTEMBER 16, 2018

# 201 & 202

ALRNRE

OVERALL UTILITY PLAN

NORTH

PROPOSED UTILITY LEGEND

Air Conditioner

Clean Out

Curb Inlet

Drainage Inlet

Drainage MH

Electric Box

Electric Handhole

Electric Meter Box

Electric MH

Flag

Gas Meter

Gas Valve

Guard Post

Guy Wire

Lid

Light Pole

Manhole

Post

Power Pole

Sanitary MH

Sign

Spigot

Stand Pipe

Telephone Handhole

Telephone MH

Telephone Pedestal

Transformer

Vent

Water Valve

EXISTING LEGEND

Fence

WATER LINE

GAS LINE (BY OTHERS, SHOWN FOR REFERENCE ONLY)G

W

GAS METER

ELECTRICAL TRANSFORMER (REFER TO MEP PLANS)

VALVE

WATER METER PIT

SANITARY SEWER LINE

MANHOLE

HYDRANT

SS

ELECTRIC LINEE

TELECOMMUNICATION, FIBER OPTICS, AND FIRE ALARMTC

CAUTION !!

THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN

ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE

OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO

ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND

EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING

UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR

PRIOR TO ANY AND ALL CONSTRUCTION.

GENERAL NOTES:

1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE

PROPERTY CORNER MONUMENTS DURING CONSTRUCTION.

2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF

EXISTING UTILITIES PRIOR TO COMMENCING ANY

CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS.

3. SEE SHEET GI001 GENERAL NOTES FOR MORE INFORMATION.

BENCHMARK INFORMATION

Datum: NAVD 88 (Computed using GEOID12B from OPUS solution)

TBM 21

CHISELED “X” NORTHEAST BOLT FIRE HYDRANT LOCATED @ NORTHEAST QUAD OF AN

INTERSECTION & ±120' SOUTH OF THE SOUTHWEST CORNER OF BUILDING #117.

ELEV:925.67

TBM 23

CHISELED SQUARE ON NORTHEAST SIDE OF LIGHT POLE BASE LOCATED IN BETWEEN TWO

PARKING LOTS & ±100' SOUTHEAST OF BUILDING #122 & ±75' SOUTHEAST OF BUILDING #48.

ELEV:916.96

TBM 34

CHISELED SQUARE ON NORTHWEST SIDE OF LIGHT POLE #72 LOCATED INSIDE COURTYARD &

IN FRONT OF BUILDING #29.

ELEV:914.48

FIRE PROTECTION LINEFP

ELECTRICAL GENERATOR (REFER TO MEP PLANS)

ELECTRICAL PRIMARY SWITCH (REFER TO MEP PLANS)

BULK OXYGEN TANK (REFER TO MEP PLANS FOR

TANK INFORMATION)

WATER FITTINGS WITH CONCRETE THRUST BLOCKS

FIRE DEPARTMENT CONNECTION

ALTERNATE DEDUCT NOTES

ALTERNATE DEDUCT #1:

OMIT CONNECTING CANOPY STRUCTURE BETWEEN BUILDINGS AND CANOPY EXTENSION TO PARKING AREA.

OMIT ALL STEEL STRUCTURE, CLADDING, FOUNDATION AND ELECTRICAL LIGHTING CONNECTED TO CANOPY.

SIDEWALK TO REMAIN. IN LIEU OF THE INTEGRATED PATIENT HEALTHCARE CASEWORK, PROVIDE SUSPENDED

MANUFACTURED PLASTIC CASEWORK WITH SOLID SURFACE COUNTERTOP AND BACKSPLASH. ALL OTHER

DESIGN ELEMENTS ARE TO REMAIN THE SAME. OMIT PAVING AND BASE AT THE PARKING SPACES REMOTE

FROM THE SIDEWALKS ACCESSING THE BUILDINGS. PROVIDED SEEDED AREA IN PLACE OF THE PAVING, MATCHING THE ADJACENT SEEDED AREAS TO INCLUDE TOPSOIL AS REQUIRED.

THE PERIOD OF PERFORMANCE FOR THE WORK IN ALTERNATE DEDUCT #1 IS 460 CALENDAR DAYS FROM

RECEIPT OF NOTICE TO PROCEED.

ALTERNATE DEDUCT #2:

UTILIZE STANDARD 3-TAB SHINGLES AS SPECIFIED IN LIEU OF DIMENSIONAL SHINGLES.

THE PERIOD OF PERFORMANCE FOR THE WORK IN ALTERNATE DEDUCT #2 IS 460 CALENDAR DAYS FROM

RECEIPT OF NOTICE TO PROCEED.

ALTERNATE DEDUCT #3:

SUBSTITUTE HEAVY DUTY ASPHALT FOR HEAVY DUTY CONCRETE WHERE INDICATED ON THE SITE PLAN

EXCEPT AT THE PAD ADJACENT TO THE OXYGEN TANK INDICATED ON CS101.

THE PERIOD OF PERFORMANCE FOR THE WORK IN ALTERNATE DEDUCT #3 IS 460 CALENDAR DAYS FROM

RECEIPT OF NOTICE TO PROCEED.

SEPTEMBER 8, 2017OCTOBER 18, 2018

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ADDENDUM 004

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PHASE 1 OVERALL UTILITY PLAN

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CU100

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