Attachment 1G - 07_570-221 - General and Civil Plans - Dwg 7.pdf

PDF 8 MB Posted

Attached to
Y1LZ--570-221 Expand Parking Minor Construction Clovis VAMC
Solicitation number
36C77622B0059
Issued by

About this file

This package contains construction plans and specifications for a federal construction project to expand parking and land acquisition for the VA Central California Health Care System in Clovis, California. The project includes site work such as grading, utilities, pavement, lighting and landscaping in multiple phases. The base bid consists of work along Herndon Avenue and North Armstrong Avenue including undergrounding utilities, roadwork, fencing and a south entrance driveway. Add alternates would provide additional parking areas, driveways and site work to the north and southeast if awarded. The solicitation number is 36C77622B0059 for the project titled "Y1LZ--570-221 Expand Parking Minor Construction Clovis VAMC."

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BP-105_1-30-23.pdf PDF
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Responses to Contractor Questions.docx DOCX document
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36C77622B0059 0008.docx DOCX document
Site Visit Sign in Sheet.pdf PDF
Attachment 1- FAR 52.229-11.pdf PDF
Attachment 2 -Site Visit Instructions.docx DOCX document
36C77622B0059 0007.docx DOCX document
28-CU-102 UTILITY PLAN-REV 1.pdf PDF
36C77622B0059 0006.docx DOCX document
36C77622B0059 0005.docx DOCX document
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36C77622B0059 0004.docx DOCX document
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Clovis Temp-Sewer Service Dtl-S1.pdf PDF
36C77622B0059 0003.docx DOCX document
36C77622B0059 0002.docx DOCX document
Attachment 1 Sign in sheet.pdf PDF
Attachment 1H - 08_570-221 - Architectrual Plan.pdf PDF
List of Attachments ECMS Version.docx DOCX document
Attachment 1D - 04_570-221 - General and Civil Plans - Dwg 4.pdf PDF
Attachment 1A - 01_570-221 - General and Civil Plans - Dwg 1.pdf PDF
Attachment 1B - 02_570-221 - General and Civil Plans - Dwg 2.pdf PDF
Attachment 1N - 10_570-221 - Landscape Plans - Dwg 1.pdf PDF
Attachment 1J - 12_570-221 - Electrical Plans.pdf PDF
36C77622B0059 0001.docx DOCX document
Attachment 1K - 13_570-221 - Electric Utility (RULE 20) Plans.pdf PDF
Attachment 1F - 06_570-221 - General and Civil Plans - Dwg 6.pdf PDF
Attachment 1I - 09_570-221 - Erosion and Sedimentation Plan.pdf PDF
Attachment 1M - 15_570-221 - Electric Utility (Trenching Composite) Plans.pdf PDF
Attachment 1O - 11_570-221 - Landscape Plans - Dwg 2.pdf PDF
Attachment 1P - 16_570-221 - CD Technical Specs 8-16-22.pdf PDF
Attachment 1E - 05_570-221 - General and Civil Plans - Dwg 5.pdf PDF
Attachment 1L - 14_570-221 - Electric Utility (RULE 15) Plans.pdf PDF
Attachment 1C - 03_570-221 - General and Civil Plans - Dwg 3.pdf PDF
Attachment 3 570-221 Geo Rpt.pdf PDF
Attachment 6 - Limitations on Subcontracting - Construction.docx DOCX document
Attachment 5 VHA COVID-19 Safety Protocols for Federal Contractors.pdf PDF
Attachment 1 570-221 SOW CLOVIS EXPAND PARKING.pdf PDF
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HERNDON AVENUE

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tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

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VA FORM 08-6231

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AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

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VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

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LAND PURCHASE

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AND PARKING THROUGH

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EXPAND MEDICAL CENTER

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2251 HERDON AVE., CLOVIS CA 93611

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KEYNOTES

AutoCAD SHX Text PERFORM ALL WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS IN AND ALONG HERNDON AVE. UP TO AND INCLUDING THE PERIMETER FENCE. PERFORM ALL WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS IN AND ALONG N. ARMSTRONG AVE. UP TO AND INCLUDING THE PERIMETER FENCE INCLUDING THE GATES. PERFORM ALL WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS IN AND ALONG THE SOUTH ENTRANCE DRIVEWAY INCLUDING GRADING, PAVEMENT, CURBS AND GUTTERS, AUTOMATIC GATE, FENCING, ISLAND CONSTRUCTION, LANDSCAPING, IRRIGATION, SIGNAGE AND PAVEMENT MARKINGS. DO NOT INSTALL SIDEWALKS OR BOLLARDS. GRADE AND CONSTRUCT SW PARKING LOT UP INCLUDING THE AGGREGATE BASE (AB) LAYER. DO NOT CONSTRUCT PAVEMENT, CURBS, GUTTERS OR SIDEWALKS. DO NOT INSTALL TEMPORARY MODULAR WAITING AREA BUILDING, ACCESS RAMPS OR UTILITY SERVICES. LIMIT OF AB STONE FOR PARKING AREA. LIMIT OF DRIVEWAY PAVEMENT. CAP SANITARY SEWER. CAP WATER MAINS. CAP STORM LINE. EXTEND IRRIGATION SYSTEM TO SUPPLY. NO LANDSCAPE OR IRRIGATION INSIDE OF FENCE LINE NO LANDSCAPING OR IRRIGATION IN CENTER ISLAND NO LANDSCAPE OR IRRIGATION INSIDE OF FENCE LINE PROVIDE LANDSCAPING AND IRRIGATION BETWEEN SIDEWALK AND DRIVEWAY PROVIDE LANDSCAPING AND IRRIGATION BETWEEN SIDEWALK AND N. ARMSTRONG AVE PERFORM ALL WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS IN AND ALONG THE NORTH ENTRANCE DRIVEWAY INCLUDING GRADING, PAVEMENT, CURBS AND GUTTERS, AUTOMATIC GATE, FENCING, ISLAND CONSTRUCTION, LANDSCAPING, IRRIGATION, SIGNAGE AND PAVEMENT MARKINGS. LIMIT OF PAVED CONSTRUCTION OF NORTH ENTRANCE DRIVEWAY PROVIDE LANDSCAPING AND IRRIGATION BETWEEN SIDEWALK AND DRIVEWAY PROVIDE IRRIGATION SYSTEM AND CONTROLS AND EXTEND TO SUPPLY BASE BID AREAS CONSTRUCT PERIMETER WALL. GRADE AS REQUIRED ADJACENT TO WALL TO PROVIDE GRADUAL TRANSITION.

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AutoCAD SHX Text BASE BID INTENT: THE BASE BID CONSISTS OF ALL WORK AS SHOWN ON THE DRAWINGS AND SPECIFICATIONS WITHIN THE AREAS INDICATED. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE CONSTRUCTION OF: o UNDERGROUNDING OF ALL ELECTRICAL AND OTHER OVERHEAD UTILITY LINES ALONG HERNDON AVENUE AND N. UNDERGROUNDING OF ALL ELECTRICAL AND OTHER OVERHEAD UTILITY LINES ALONG HERNDON AVENUE AND N. ARMSTRONG AVENUE AND ASSOCIATED WORK; o ALL OF THE ROADWAY CONSTRUCTION, PAVEMENT CONSTRUCTION, TRAFFIC SIGNAL RELATED CONSTRUCTION, ALL OF THE ROADWAY CONSTRUCTION, PAVEMENT CONSTRUCTION, TRAFFIC SIGNAL RELATED CONSTRUCTION, PAVEMENT MARKING, SIGNAGE, SIDEWALKS, ADA RAMPS, CURBING, GUTTERS, LANDSCAPING AND IRRIGATION, STREET LIGHTS AND ELECTRICAL WORK, IN AND ALONG THE RIGHT OF WAYS OF HERNDON AVENUE AND N. ARMSTRONG AVE; o CONNECTION TO ALL UTILITY SERVICE LINES (WATER, SANITARY, SEWER, STORM WATER, ELECTRIC INCLUDING CONNECTION TO ALL UTILITY SERVICE LINES (WATER, SANITARY, SEWER, STORM WATER, ELECTRIC INCLUDING SPARE CONDUITS) AND EXTENSION ONTO THE SITE; o SOUTH ENTRANCE DRIVEWAY AND PAVEMENT INCLUDING ADJACENT CONCRETE CURBS AND GUTTERS AND SOUTH ENTRANCE DRIVEWAY AND PAVEMENT INCLUDING ADJACENT CONCRETE CURBS AND GUTTERS AND LANDSCAPING AND IRRIGATION ALONG WITH ALL LIGHTING AND CONDUITS, o PERIMETER WALL AND FENCE, ENTRANCE GATES, AND ALL RELATED, MASONRY, CONCRETE, EXCAVATION AND PERIMETER WALL AND FENCE, ENTRANCE GATES, AND ALL RELATED, MASONRY, CONCRETE, EXCAVATION AND BACKFILLING; ALSO GRADING AS REQUIRED ADJACENT TO THE FENCE AND WALL AND GATES; o GRADING AND AGGREGATE BASE FOR PARKING LOT IN SOUTHWEST PORTION OF THE SITE ALONG WITH LIGHTING GRADING AND AGGREGATE BASE FOR PARKING LOT IN SOUTHWEST PORTION OF THE SITE ALONG WITH LIGHTING FOR THE PARKING AREA; o ELECTRICAL SITE WORK INCLUDING POWER AND CONTROLS FOR THE IRRIGATION SYSTEM AND SITE LIGHTS; ELECTRICAL SITE WORK INCLUDING POWER AND CONTROLS FOR THE IRRIGATION SYSTEM AND SITE LIGHTS; o ALL WORK NECESSARY TO CONTINUE AND EXTEND UTILITY LINES THROUGH THE BASE BID AREA AND ALL WORK NECESSARY TO CONTINUE AND EXTEND UTILITY LINES THROUGH THE BASE BID AREA AND TERMINATE AT THE ADJACENT ADD ALTERNATE BID AREAS TO SERVICE FUTURE WORK. ALL CONDUITS, PIPES, ETC. SHALL BE PROPERLY TEMPORARILY SEALED AT THE ENDS SO THAT THEY CAN BE EXTENDED IN THE FUTURE. ANY UTILITY SYSTEM WHICH IS NECESSARY TO SERVICE A FACILITY INSTALLED IN THE BASE BID AREA SHALL BE EXTENDED FROM THE OTHER AREAS OF THE SITE TO THE BASE BID 1 AREA. PROVIDE ALL TEES, CAPS, VALVES ETC. AS REQUIRED TO EXTEND FUTURE WORK. o TRANSITION ALL WORK SMOOTHLY INTO THE ADJACENT AREAS TO PROVIDE A SAFE AND STABLE CONNECTION TRANSITION ALL WORK SMOOTHLY INTO THE ADJACENT AREAS TO PROVIDE A SAFE AND STABLE CONNECTION TO THE EXISTING SITE OR TO THE FUTURE FINISHED GRADES/WORK. EXTEND SUBGRADE AND SUBBASE CONSTRUCTION A MINIMUM OF 2 FEET BEYOND ALL PAVEMENT. o ADJUST ALL UTILITY VALVE BOXES, MANHOLES, INLETS AND SIMILAR FACILITIES TO MATCH CONSTRUCTED ADJUST ALL UTILITY VALVE BOXES, MANHOLES, INLETS AND SIMILAR FACILITIES TO MATCH CONSTRUCTED GRADES. o ALL DISTURBED SOILS WHICH ARE NOT TO BE LANDSCAPED OR COVERED WITH STONE OR PAVEMENT ARE TO ALL DISTURBED SOILS WHICH ARE NOT TO BE LANDSCAPED OR COVERED WITH STONE OR PAVEMENT ARE TO BE TREATED WITH A SOIL STABILIZER. ALL AB IS TO BE TREATED WITH WEED PRE-EMERGENT (REPEAT AFTER 12 MONTHS.) NOTE: PROVIDE ONLY BRANCH CIRCUITS, INCLUDING CIRCUIT BREAKERS, WIRE, CONDUIT, AND ASSOCIATED ITEMS TO PROVIDE ONLY BRANCH CIRCUITS, INCLUDING CIRCUIT BREAKERS, WIRE, CONDUIT, AND ASSOCIATED ITEMS TO ELECTRICAL EQUIPMENT LOCATED WITHIN THE AREA OF WORK DESIGNATED ON BASE BID AND EACH ADD ALTERNATE PLAN.

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tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

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WV

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SGNL

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STL

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SGNL

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SIGN

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TEL

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SIGN

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SGNL

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TEL

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SSMH

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TELR

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STL

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WM

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STL

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

(382.94)FNC

AutoCAD SHX Text

(382.58)FNC

AutoCAD SHX Text

(382.17)FNC

AutoCAD SHX Text

FH

AutoCAD SHX Text

STL

AutoCAD SHX Text

SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

(378.03)RAMP

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

STL

AutoCAD SHX Text

STL

AutoCAD SHX Text

(379.76)TCB

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

WV

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

FH

AutoCAD SHX Text

WM

AutoCAD SHX Text

STL

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SGNL

AutoCAD SHX Text

STL

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SGNL

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SDMH

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SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

MB

AutoCAD SHX Text

MB

AutoCAD SHX Text

STL

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

CATV

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

WV

AutoCAD SHX Text

(380.42)IRR

AutoCAD SHX Text

EX. SDI

AutoCAD SHX Text

TC=377.64

AutoCAD SHX Text

18"(E)FL=374.36

AutoCAD SHX Text

PER 7D-25 AS-BUILT

AutoCAD SHX Text

OLD INFO

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=377.77

AutoCAD SHX Text

36"(N,SE)FL=370.85

AutoCAD SHX Text

OLD INFO

AutoCAD SHX Text

PER 7D-18 AS-BUILT

AutoCAD SHX Text

PER 7D-26 AS-BUILT

AutoCAD SHX Text

OLD INFO

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=378.71

AutoCAD SHX Text

36"(E,W)FL=370.89

AutoCAD SHX Text

15"(N)FL=371.84

AutoCAD SHX Text

PER 7D-26 AS-BUILT

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=378.75

AutoCAD SHX Text

36"(E,W)FL=XXX.XX

AutoCAD SHX Text

OLD INFO

AutoCAD SHX Text

15"(S)FL=370.73

AutoCAD SHX Text

15" SD

AutoCAD SHX Text

(15" SD)

AutoCAD SHX Text

EX. SDI

AutoCAD SHX Text

TC=377.90

AutoCAD SHX Text

15"(N)FL=371.88

AutoCAD SHX Text

EX. SDI

AutoCAD SHX Text

TC=379.89

AutoCAD SHX Text

15"(S)FL=374.87

AutoCAD SHX Text

OLD INFO

AutoCAD SHX Text

PER 7D-25 AS-BUILT

AutoCAD SHX Text

OLD INFO

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=378.04

AutoCAD SHX Text

36"(NW,E)FL=371.09

AutoCAD SHX Text

24"(NE)FL=371.82

AutoCAD SHX Text

EX. SDI

AutoCAD SHX Text

TC=377.93

AutoCAD SHX Text

24"(SW)FL=372.33

AutoCAD SHX Text

OLD INFO

AutoCAD SHX Text

PER 7D-25 AS-BUILT

AutoCAD SHX Text

PER 7D-18 AS-BUILT

AutoCAD SHX Text

OLD INFO

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=378.21

AutoCAD SHX Text

36"(N,S)FL=371.18

AutoCAD SHX Text

18"(N,S)FL=371.41

AutoCAD SHX Text

(30" SD)

AutoCAD SHX Text

(30" SD)

AutoCAD SHX Text

(30" SD)

AutoCAD SHX Text 24"

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AutoCAD SHX Text J.S.D.

AutoCAD SHX Text C.M.

AutoCAD SHX Text

AutoCAD SHX Text

BP-102

AutoCAD SHX Text

ADD ALTERNATE 1 BID PLAN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

ADD ALTERNATE 1 BID PLAN

AutoCAD SHX Text 1"=40'-0"

AutoCAD SHX Text

AutoCAD SHX Text

BP-102

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of 36

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

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AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

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AutoCAD SHX Text Office of Facility Planning and Development

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

AutoCAD SHX Text

VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

AutoCAD SHX Text 06-30-2022

AutoCAD SHX Text

LAND PURCHASE

AutoCAD SHX Text

AND PARKING THROUGH

AutoCAD SHX Text

EXPAND MEDICAL CENTER

AutoCAD SHX Text

2251 HERDON AVE., CLOVIS CA 93611

AutoCAD SHX Text 570-221

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STAMP

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INITIAL

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DATE

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NO.

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NORTH

AutoCAD SHX Text ADD ALTERNATE 1 BID INTENT: IF AWARDED, THE ADD ALTERNATE 1 BID WILL BE ADDED TO THE BASE BID AWARDED WORK. THE ADD ALTERNATE 1 BID CONSISTS OF ALL WORK AS SHOWN ON THE DRAWINGS AND SPECIFICATIONS WITHIN THE AREAS INDICATED. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE CONSTRUCTION OF: o CONSTRUCT ALL UNDERGROUND CONDUITS AND SPARES IN THE WORK AREA CONSTRUCT ALL UNDERGROUND CONDUITS AND SPARES IN THE WORK AREA o CONNECTION TO ALL UTILITY SERVICE LINES (WATER, SANITARY, SEWER, STORM WATER, ELECTRIC INCLUDING SPARE CONNECTION TO ALL UTILITY SERVICE LINES (WATER, SANITARY, SEWER, STORM WATER, ELECTRIC INCLUDING SPARE CONDUITS) AND EXTENSION THROUGH THE SITE; o NORTH ENTRANCE DRIVEWAY GRADING AND AB STONE., NORTH ENTRANCE DRIVEWAY GRADING AND AB STONE., o GRADING AND AGGREGATE BASE FOR PARKING LOT IN NORTHWEST PORTION OF THE SITE ALONG WITH LIGHTING FOR GRADING AND AGGREGATE BASE FOR PARKING LOT IN NORTHWEST PORTION OF THE SITE ALONG WITH LIGHTING FOR THE PARKING AREA; o ELECTRICAL SITE WORK INCLUDING POWER AND CONTROLS FOR THE SITE LIGHTS; ELECTRICAL SITE WORK INCLUDING POWER AND CONTROLS FOR THE SITE LIGHTS; o ALL WORK NECESSARY TO CONTINUE AND EXTEND UTILITY LINES THROUGH THE ADD ALTERNATE 1 BID AREA AND ALL WORK NECESSARY TO CONTINUE AND EXTEND UTILITY LINES THROUGH THE ADD ALTERNATE 1 BID AREA AND TERMINATE AT THE ADJACENT BASE BID OR ADD ALTERNATE BID AREAS TO SERVICE FUTURE WORK. ALL CONDUITS, PIPES, ETC. SHALL BE PROPERLY TEMPORARILY SEALED AT THE ENDS SO THAT THEY CAN BE EXTENDED IN THE FUTURE. ANY UTILITY SYSTEM WHICH IS NECESSARY TO SERVICE A FACILITY INSTALLED IN THE ADD ALTERNATE 1 AREA SHALL BE EXTENDED FROM THE OTHER AREAS OF THE SITE TO THE ADD ALTERNATE 1 AREA. PROVIDE ALL TEES, CAPS, VALVES ETC. AS REQUIRED TO EXTEND FUTURE WORK. o TRANSITION ALL WORK SMOOTHLY INTO THE ADJACENT AREAS TO PROVIDE A SAFE AND STABLE CONNECTION TO TRANSITION ALL WORK SMOOTHLY INTO THE ADJACENT AREAS TO PROVIDE A SAFE AND STABLE CONNECTION TO THE EXISTING SITE OR TO THE FUTURE FINISHED GRADES/WORK. EXTEND SUBGRADE AND SUBBASE CONSTRUCTION A MINIMUM OF 2 FEET BEYOND ALL PAVEMENT. o ADJUST ALL UTILITY VALVE BOXES, MANHOLES, INLETS AND SIMILAR FACILITIES TO MATCH CONSTRUCTED GRADES. ADJUST ALL UTILITY VALVE BOXES, MANHOLES, INLETS AND SIMILAR FACILITIES TO MATCH CONSTRUCTED GRADES. o ALL DISTURBED SOILS WHICH ARE NOT TO BE LANDSCAPED OR COVERED WITH STONE OR PAVEMENT ARE TO BE ALL DISTURBED SOILS WHICH ARE NOT TO BE LANDSCAPED OR COVERED WITH STONE OR PAVEMENT ARE TO BE TREATED WITH AN ENGINEERED COPOLYMER SOIL STABILIZER AND DUST CONTROL AGENT. ALL AB IS TO BE TREATED WITH WEED PRE-EMERGENT (REPEAT AFTER 12 MONTHS.) NOTE: PROVIDE ONLY BRANCH CIRCUITS, INCLUDING CIRCUIT BREAKERS, WIRE, CONDUIT, AND ASSOCIATED ITEMS TO PROVIDE ONLY BRANCH CIRCUITS, INCLUDING CIRCUIT BREAKERS, WIRE, CONDUIT, AND ASSOCIATED ITEMS TO ELECTRICAL EQUIPMENT LOCATED WITHIN THE AREA OF WORK DESIGNATED ON BASE BID AND EACH ADD ALTERNATE PLAN.

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KEYNOTES

AutoCAD SHX Text GRADE AND CONSTRUCT SW PARKING LOT AND DRIVEWAYS UP INCLUDING THE AGGREGATE BASE (AB) LAYER. DO NOT CONSTRUCT PAVEMENT, CURBS, GUTTERS OR SIDEWALKS. LIMIT OF AB STONE FOR NW PARKING AREA AND DRIVEWAYS. EXTEND AND CAP WATER MAINS. INSTALL ALL LIGHTING IN NW PARKING AREA AND DRIVEWAYS. EXTEND AND CAP STORM LINE EAST OF SIDEWALK. LIMIT OF AB STONE FOR PARKING AREA. NO ADDITIONAL LANDSCAPING OR IRRIGATION IS TO BE INSTALLED. INSTALL ALL LIGHTING IN NW PARKING AREA AND DRIVEWAYS.

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D

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RT

H

AR

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N G

AV

EN

U E

TOLLHOUSE ROAD

tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

AutoCAD SHX Text D

AutoCAD SHX Text

PROPOSED BUILDING PAD

AutoCAD SHX Text

TEMPORARY MODULAR WAITING AREA

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text P4

AutoCAD SHX Text J

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

STL

AutoCAD SHX Text

SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

WV

AutoCAD SHX Text

MB

AutoCAD SHX Text

MB

AutoCAD SHX Text

(379.19)RD

AutoCAD SHX Text

EX.14"PVC

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=378.20

AutoCAD SHX Text

36"(N,S)FL=370.88%%P

AutoCAD SHX Text

EX. SDI

AutoCAD SHX Text

TC=377.58

AutoCAD SHX Text

18"(E)FL=374.35

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=377.15

AutoCAD SHX Text

36"(N,SE)FL=370.93

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=377.50

AutoCAD SHX Text

36"(NW,E)FL=371.00

AutoCAD SHX Text

24"(NE)FL=372.30

AutoCAD SHX Text

EX. SDI

AutoCAD SHX Text

TC=377.96

AutoCAD SHX Text

24"(SW)FL=372.35

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=378.75

AutoCAD SHX Text

36"(E,W)FL=370.88

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=378.45

AutoCAD SHX Text

36"(E,W)FL=371.80

AutoCAD SHX Text

15"(N)FL=370.80

AutoCAD SHX Text

EX. SDI

AutoCAD SHX Text

TC=378.00

AutoCAD SHX Text

15"(S)FL=374.04

AutoCAD SHX Text

WTR SVR

AutoCAD SHX Text

NO METER

AutoCAD SHX Text

6' CHAIN LINK WITH SLATS

AutoCAD SHX Text

3 STRANDS BARBED WIRE ABOVE

AutoCAD SHX Text

MB

AutoCAD SHX Text

MB

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

(380.06)LS

AutoCAD SHX Text

WV

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

STL

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

WV

AutoCAD SHX Text

STL

AutoCAD SHX Text

WM

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

TEL

AutoCAD SHX Text

UM

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SGNL

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SGNL

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SGNL

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SGNL

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

SDMH

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SIGN

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TEL

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SGNL

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SGNL

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SGNL

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SGNL

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

WM

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SGNL

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SGNL

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SGNL

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

TEL

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SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

WV

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WV

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WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

STL

AutoCAD SHX Text

TELR

AutoCAD SHX Text

WV

AutoCAD SHX Text

WM

AutoCAD SHX Text

STL

AutoCAD SHX Text

WM

AutoCAD SHX Text

STL

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

(382.94)FNC

AutoCAD SHX Text

(382.58)FNC

AutoCAD SHX Text

(382.17)FNC

AutoCAD SHX Text

FH

AutoCAD SHX Text

STL

AutoCAD SHX Text

SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

(378.03)RAMP

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

STL

AutoCAD SHX Text

STL

AutoCAD SHX Text

(379.76)TCB

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

WV

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

FH

AutoCAD SHX Text

WM

AutoCAD SHX Text

STL

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

STL

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SGNL

AutoCAD SHX Text

SIGN

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SIGN

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SDMH

AutoCAD SHX Text

SSMH

AutoCAD SHX Text S

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MB

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MB

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STL

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SGNL

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

CATV

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

WV

AutoCAD SHX Text

(380.42)IRR

AutoCAD SHX Text

EX. SDI

AutoCAD SHX Text

TC=377.64

AutoCAD SHX Text

18"(E)FL=374.36

AutoCAD SHX Text

PER 7D-25 AS-BUILT

AutoCAD SHX Text

OLD INFO

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=377.77

AutoCAD SHX Text

36"(N,SE)FL=370.85

AutoCAD SHX Text

OLD INFO

AutoCAD SHX Text

PER 7D-18 AS-BUILT

AutoCAD SHX Text

PER 7D-26 AS-BUILT

AutoCAD SHX Text

OLD INFO

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=378.71

AutoCAD SHX Text

36"(E,W)FL=370.89

AutoCAD SHX Text

15"(N)FL=371.84

AutoCAD SHX Text

PER 7D-26 AS-BUILT

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=378.75

AutoCAD SHX Text

36"(E,W)FL=XXX.XX

AutoCAD SHX Text

OLD INFO

AutoCAD SHX Text

15"(S)FL=370.73

AutoCAD SHX Text

15" SD

AutoCAD SHX Text

(15" SD)

AutoCAD SHX Text

EX. SDI

AutoCAD SHX Text

TC=377.90

AutoCAD SHX Text

15"(N)FL=371.88

AutoCAD SHX Text

EX. SDI

AutoCAD SHX Text

TC=379.89

AutoCAD SHX Text

15"(S)FL=374.87

AutoCAD SHX Text

OLD INFO

AutoCAD SHX Text

PER 7D-25 AS-BUILT

AutoCAD SHX Text

OLD INFO

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=378.04

AutoCAD SHX Text

36"(NW,E)FL=371.09

AutoCAD SHX Text

24"(NE)FL=371.82

AutoCAD SHX Text

EX. SDI

AutoCAD SHX Text

TC=377.93

AutoCAD SHX Text

24"(SW)FL=372.33

AutoCAD SHX Text

OLD INFO

AutoCAD SHX Text

PER 7D-25 AS-BUILT

AutoCAD SHX Text

PER 7D-18 AS-BUILT

AutoCAD SHX Text

OLD INFO

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=378.21

AutoCAD SHX Text

36"(N,S)FL=371.18

AutoCAD SHX Text

18"(N,S)FL=371.41

AutoCAD SHX Text

(30" SD)

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(30" SD)

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(30" SD)

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AutoCAD SHX Text J.S.D.

AutoCAD SHX Text C.M.

AutoCAD SHX Text

AutoCAD SHX Text

BP-103

AutoCAD SHX Text

ADD ALTERNATE 2 BID PLAN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

ADD ALTERNATE 2 BID PLAN

AutoCAD SHX Text 1"=40'-0"

AutoCAD SHX Text

AutoCAD SHX Text

BP-103

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of 36

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

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AutoCAD SHX Text F

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AutoCAD SHX Text D

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AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text Office of Facility Planning and Development

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

AutoCAD SHX Text

VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

AutoCAD SHX Text 06-30-2022

AutoCAD SHX Text

LAND PURCHASE

AutoCAD SHX Text

AND PARKING THROUGH

AutoCAD SHX Text

EXPAND MEDICAL CENTER

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2251 HERDON AVE., CLOVIS CA 93611

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AutoCAD SHX Text ADD ALTERNATE 2 BID INTENT: IF AWARDED, THE ADD ALTERNATE 2 BID WILL BE ADDED TO THE BASE BID AWARDED WORK AND ADD ALTERNATE 1 BID AWARDED WORK. THE ADD ALTERNATE 2 BID CONSISTS OF ALL WORK AS SHOWN ON THE DRAWINGS AND SPECIFICATIONS WITHIN THE AREAS INDICATED. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE CONSTRUCTION OF: o CONSTRUCT ALL UNDERGROUND CONDUITS AND SPARES IN THE WORK AREA CONSTRUCT ALL UNDERGROUND CONDUITS AND SPARES IN THE WORK AREA o CONNECTION TO ALL UTILITY SERVICE LINES (WATER, SANITARY, SEWER, STORM WATER, ELECTRIC INCLUDING CONNECTION TO ALL UTILITY SERVICE LINES (WATER, SANITARY, SEWER, STORM WATER, ELECTRIC INCLUDING SPARE CONDUITS) AND EXTENSION THROUGH THE SITE; o NORTH ENTRANCE DRIVEWAY GRADING AND AB STONE., NORTH ENTRANCE DRIVEWAY GRADING AND AB STONE., o GRADING AND AGGREGATE BASE FOR PARKING LOT IN NORTHWEST PORTION OF THE SITE ALONG WITH LIGHTING GRADING AND AGGREGATE BASE FOR PARKING LOT IN NORTHWEST PORTION OF THE SITE ALONG WITH LIGHTING FOR THE PARKING AREA; o ELECTRICAL SITE WORK INCLUDING POWER AND CONTROLS FOR THE SITE LIGHTS; ELECTRICAL SITE WORK INCLUDING POWER AND CONTROLS FOR THE SITE LIGHTS; o ALL WORK NECESSARY TO CONTINUE AND EXTEND UTILITY LINES THROUGH THE ADD ALTERNATE 2 BID AREA ALL WORK NECESSARY TO CONTINUE AND EXTEND UTILITY LINES THROUGH THE ADD ALTERNATE 2 BID AREA AND TERMINATE AT THE ADJACENT BASE BID OR ADD ALTERNATE BID AREAS TO SERVICE FUTURE WORK. ALL CONDUITS, PIPES, ETC. SHALL BE PROPERLY TEMPORARILY SEALED AT THE ENDS SO THAT THEY CAN BE EXTENDED IN THE FUTURE. ANY UTILITY SYSTEM WHICH IS NECESSARY TO SERVICE A FACILITY INSTALLED IN THE ADD ALTERNATE 2 AREA SHALL BE EXTENDED FROM THE OTHER AREAS OF THE SITE TO THE ADD ALTERNATE 2 AREA. PROVIDE ALL TEES, CAPS, VALVES ETC. AS REQUIRED TO EXTEND FUTURE WORK. o TRANSITION ALL WORK SMOOTHLY INTO THE ADJACENT AREAS TO PROVIDE A SAFE AND STABLE CONNECTION TRANSITION ALL WORK SMOOTHLY INTO THE ADJACENT AREAS TO PROVIDE A SAFE AND STABLE CONNECTION TO THE EXISTING SITE OR TO THE FUTURE FINISHED GRADES/WORK. EXTEND SUBGRADE AND SUBBASE CONSTRUCTION A MINIMUM OF 2 FEET BEYOND ALL PAVEMENT. o ADJUST ALL UTILITY VALVE BOXES, MANHOLES, INLETS AND SIMILAR FACILITIES TO MATCH CONSTRUCTED ADJUST ALL UTILITY VALVE BOXES, MANHOLES, INLETS AND SIMILAR FACILITIES TO MATCH CONSTRUCTED GRADES. o ALL DISTURBED SOILS WHICH ARE NOT TO BE LANDSCAPED OR COVERED WITH STONE OR PAVEMENT ARE TO ALL DISTURBED SOILS WHICH ARE NOT TO BE LANDSCAPED OR COVERED WITH STONE OR PAVEMENT ARE TO BE TREATED WITH AN ENGINEERED COPOLYMER SOIL STABILIZER AND DUST CONTROL AGENT. ALL AB IS TO BE TREATED WITH WEED PRE-EMERGENT (REPEAT AFTER 12 MONTHS.) NOTE: PROVIDE ONLY BRANCH CIRCUITS, INCLUDING CIRCUIT BREAKERS, WIRE, CONDUIT, AND ASSOCIATED ITEMS TO PROVIDE ONLY BRANCH CIRCUITS, INCLUDING CIRCUIT BREAKERS, WIRE, CONDUIT, AND ASSOCIATED ITEMS TO ELECTRICAL EQUIPMENT LOCATED WITHIN THE AREA OF WORK DESIGNATED ON BASE BID AND EACH ADD ALTERNATE PLAN.

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AutoCAD SHX Text GRADE AND CONSTRUCT SE PARKING LOT AND DRIVEWAYS UP INCLUDING THE AGGREGATE BASE (AB) LAYER. DO NOT CONSTRUCT PAVEMENT, CURBS, GUTTERS OR SIDEWALKS. LIMIT OF AB STONE FOR SE PARKING AREA AND DRIVEWAYS. EXTEND AND CAP WATER MAINS. INSTALL ALL LIGHTING IN SE PARKING AREA AND DRIVEWAYS. EXTEND AND CAP SANITARY SEWER. NO ADDITIONAL LANDSCAPING OR IRRIGATION IS TO BE INSTALLED.

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TOLLHOUSE ROAD

tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

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VA FORM 08-6231

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AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

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VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

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LAND PURCHASE

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AND PARKING THROUGH

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EXPAND MEDICAL CENTER

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2251 HERDON AVE., CLOVIS CA 93611

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AutoCAD SHX Text ADD ALTERNATE 3 BID INTENT: IF AWARDED, THE ADD ALTERNATE 3 BID WILL BE ADDED TO THE BASE BID AWARDED WORK AND ADD ALTERNATE 1 AND ADD ALTERNATE 2 BIDS AWARDED WORK. THE ADD ALTERNATE 3 BID CONSISTS OF ALL WORK AS SHOWN ON THE DRAWINGS AND SPECIFICATIONS WITHIN THE AREA INDICATED WHICH WAS NOT INCLUDED IN THE BASE BID NOR IN ADD ALTERNATE 1 BID OR ADD ALTERNATE 2 BID, THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE CONSTRUCTION OF: o ALL GRADING, AGGREGATE BASE, PAVEMENT, CURB, GUTTERS, SIDEWALKS, ADA RAMPS, ELECTRICAL WORK ALL GRADING, AGGREGATE BASE, PAVEMENT, CURB, GUTTERS, SIDEWALKS, ADA RAMPS, ELECTRICAL WORK UTILITY WORK, CONDUITS, LANDSCAPING, IRRIGATION, LIGHTING, SIGNS, SIGNAGE, PAVEMENT MARKINGS, o CONNECTION TO ALL UTILITY SERVICE LINES (WATER, SANITARY, SEWER, STORM WATER, ELECTRIC INCLUDING CONNECTION TO ALL UTILITY SERVICE LINES (WATER, SANITARY, SEWER, STORM WATER, ELECTRIC INCLUDING SPARE CONDUITS) AND EXTENSION THROUGH THE SITE; o GRADING AND AGGREGATE BASE FOR PARKING LOT IN NORTHWEST PORTION OF THE SITE ALONG WITH GRADING AND AGGREGATE BASE FOR PARKING LOT IN NORTHWEST PORTION OF THE SITE ALONG WITH o ALL WORK NECESSARY TO CONTINUE AND EXTEND UTILITY LINES THROUGH THE ADD ALTERNATE 3 BID AREA ALL WORK NECESSARY TO CONTINUE AND EXTEND UTILITY LINES THROUGH THE ADD ALTERNATE 3 BID AREA AND TERMINATE AT THE ADJACENT BASE BID OR ADD ALTERNATE BID AREAS TO SERVICE FUTURE WORK. ALL CONDUITS, PIPES, ETC. SHALL BE PROPERLY TEMPORARILY SEALED AT THE ENDS SO THAT THEY CAN BE EXTENDED IN THE FUTURE. ANY UTILITY SYSTEM WHICH IS NECESSARY TO SERVICE A FACILITY INSTALLED IN THE ADD ALTERNATE 3 AREA SHALL BE EXTENDED FROM THE OTHER AREAS OF THE SITE TO THE ADD ALTERNATE 3 AREA. PROVIDE ALL TEES, CAPS, VALVES ETC. AS REQUIRED TO EXTEND FUTURE WORK. o TRANSITION ALL WORK SMOOTHLY INTO THE ADJACENT AREAS TO PROVIDE A SAFE AND STABLE CONNECTION TRANSITION ALL WORK SMOOTHLY INTO THE ADJACENT AREAS TO PROVIDE A SAFE AND STABLE CONNECTION TO THE EXISTING SITE OR TO THE FUTURE FINISHED GRADES/WORK. EXTEND SUBGRADE AND SUBBASE CONSTRUCTION A MINIMUM OF 2 FEET BEYOND ALL PAVEMENT. o ADJUST ALL UTILITY VALVE BOXES, MANHOLES, INLETS AND SIMILAR FACILITIES TO MATCH CONSTRUCTED ADJUST ALL UTILITY VALVE BOXES, MANHOLES, INLETS AND SIMILAR FACILITIES TO MATCH CONSTRUCTED GRADES. o ALL DISTURBED SOILS WHICH ARE NOT TO BE LANDSCAPED OR COVERED WITH STONE OR PAVEMENT ARE TO BE TREATED WITH AN ENGINEERED COPOLYMER SOIL STABILIZER AND DUST CONTROL AGENT. ALL AB IS TO BE TREATED WITH WEED PRE-EMERGENT (REPEAT AFTER 12 MONTHS.) ADD ALTERNATE 4 BID INTENT: IF AWARDED, THE ADD ALTERNATE 4 BID WILL BE ADDED TO THE BASE BID AWARDED WORK AND ADD ALTERNATE 1 AND ADD ALTERNATE 2 AND ADD ALTERNATE 3 BIDS AWARDED WORK. THE ADD ALTERNATE 4 BID CONSISTS OF ALL WORK AS SHOWN ON THE DRAWINGS AND SPECIFICATIONS WITHIN THE AREA INDICATED WHICH WAS NOT INCLUDED IN THE BASE BID NOR IN ADD ALTERNATE 1 BID OR ADD ALTERNATE 2 BID OR ADD ALTERNATE 3 BID. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE CONSTRUCTION OF: o ALL GRADING, AGGREGATE BASE, PAVEMENT, CURB, GUTTERS, SIDEWALKS, ADA RAMPS, ELECTRICAL WORK ALL GRADING, AGGREGATE BASE, PAVEMENT, CURB, GUTTERS, SIDEWALKS, ADA RAMPS, ELECTRICAL WORK UTILITY WORK, CONDUITS, LANDSCAPING, IRRIGATION, LIGHTING, SIGNS, SIGNAGE, PAVEMENT MARKINGS, o CONNECTION TO ALL UTILITY SERVICE LINES (WATER, SANITARY, SEWER, STORM WATER, ELECTRIC INCLUDING CONNECTION TO ALL UTILITY SERVICE LINES (WATER, SANITARY, SEWER, STORM WATER, ELECTRIC INCLUDING SPARE CONDUITS) AND EXTENSION THROUGH THE SITE; o GRADING AND AGGREGATE BASE FOR PARKING LOT IN NORTHWEST PORTION OF THE SITE ALONG WITH GRADING AND AGGREGATE BASE FOR PARKING LOT IN NORTHWEST PORTION OF THE SITE ALONG WITH o ALL WORK NECESSARY TO CONTINUE AND EXTEND UTILITY LINES THROUGH THE ADD ALTERNATE 4 BID AREA ALL WORK NECESSARY TO CONTINUE AND EXTEND UTILITY LINES THROUGH THE ADD ALTERNATE 4 BID AREA AND TERMINATE AT THE ADJACENT BASE BID OR ADD ALTERNATE BID AREAS TO SERVICE FUTURE WORK. ALL CONDUITS, PIPES, ETC. SHALL BE PROPERLY TEMPORARILY SEALED AT THE ENDS SO THAT THEY CAN BE EXTENDED IN THE FUTURE. ANY UTILITY SYSTEM WHICH IS NECESSARY TO SERVICE A FACILITY INSTALLED IN THE ADD ALTERNATE 4 AREA SHALL BE EXTENDED FROM THE OTHER AREAS OF THE SITE TO THE ADD ALTERNATE 4 AREA. PROVIDE ALL TEES, CAPS, VALVES ETC. AS REQUIRED TO EXTEND FUTURE WORK. o TRANSITION ALL WORK SMOOTHLY INTO THE ADJACENT AREAS TO PROVIDE A SAFE AND STABLE CONNECTION TRANSITION ALL WORK SMOOTHLY INTO THE ADJACENT AREAS TO PROVIDE A SAFE AND STABLE CONNECTION TO THE EXISTING SITE OR TO THE FUTURE FINISHED GRADES/WORK. EXTEND SUBGRADE AND SUBBASE CONSTRUCTION A MINIMUM OF 2 FEET BEYOND ALL PAVEMENT. o ADJUST ALL UTILITY VALVE BOXES, MANHOLES, INLETS AND SIMILAR FACILITIES TO MATCH CONSTRUCTED ADJUST ALL UTILITY VALVE BOXES, MANHOLES, INLETS AND SIMILAR FACILITIES TO MATCH CONSTRUCTED GRADES. o ALL DISTURBED SOILS WHICH ARE NOT TO BE LANDSCAPED OR COVERED WITH STONE OR PAVEMENT ARE TO ALL DISTURBED SOILS WHICH ARE NOT TO BE LANDSCAPED OR COVERED WITH STONE OR PAVEMENT ARE TO BE TREATED WITH AN ENGINEERED COPOLYMER SOIL STABILIZER AND DUST CONTROL AGENT.

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