Attachment 1A - 01_570-221 - General and Civil Plans - Dwg 1.pdf

tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

8/16/2022

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GI-000

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COVER SHEET

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SCALE:

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VICINITY MAP

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NOT TO SCALE

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NORTH

AutoCAD SHX Text INDEX OF DRAWINGS SHEET NUMBER SHEET NAME SHEET NAME GENERAL GI-000 COVER SHEET COVER SHEET GI-001 GENERAL CIVIL NOTES GENERAL CIVIL NOTES GI-002 GENERAL CIVIL NOTES GENERAL CIVIL NOTES CIVIL CS-101 EXISTING SITE PLAN EXISTING SITE PLAN CD-101 SITE DEMOLITION PLAN SITE DEMOLITION PLAN CP-101 OVERALL HORIZONTAL CONTROL PLAN OVERALL HORIZONTAL CONTROL PLAN CP-102 HORIZONTAL CONTROL PLAN HORIZONTAL CONTROL PLAN CP-103 HORIZONTAL CONTROL PLAN HORIZONTAL CONTROL PLAN CP-104 HERNDON AVENUE PLAN AND PROFILE HERNDON AVENUE PLAN AND PROFILE CP-105 NORTH ARMSTRONG AVENUE PLAN AND PROFILE NORTH ARMSTRONG AVENUE PLAN AND PROFILE CP-106 OVERALL PAVEMENT PLAN OVERALL PAVEMENT PLAN CP-107 SITE PAVEMENT MARKING PLAN SITE PAVEMENT MARKING PLAN CP-108 SIGNAGE AND STRIPING HERNDON AND NORTH SIGNAGE AND STRIPING HERNDON AND NORTH ARMSTRONG AVENUE CP-109 FENCE LAYOUT PLAN FENCE LAYOUT PLAN CP-110 CMU FENCE LAYOUT PLAN CMU FENCE LAYOUT PLAN CG-101 OVERALL GRADING PLAN OVERALL GRADING PLAN CG-102 GRADING PLAN GRADING PLAN CG-103 GRADING PLAN GRADING PLAN CG-501 CIVIL DETAILS CIVIL DETAILS CG-502 CIVIL DETAILS CIVIL DETAILS CG-503 CIVIL DETAILS CIVIL DETAILS CG-504 CIVIL DETAILS CIVIL DETAILS CG-505 CIVIL DETAILS CIVIL DETAILS CG-506 CIVIL DETAILS CIVIL DETAILS CG-507 CIVIL DETAILS CIVIL DETAILS CG-508 CROSS SECTION CROSS SECTION CU-101 OVERALL UTILITY PLAN OVERALL UTILITY PLAN CU-102 UTILITY PLAN UTILITY PLAN CU-103 UTILITY PLAN UTILITY PLAN CU-501 CIVIL UTILITY DETAILS CIVIL UTILITY DETAILS BP-101 BASE BID PLAN BASE BID PLAN BP-102 ADD ALTERNATE 1 BID PLAN ADD ALTERNATE 1 BID PLAN BP-103 ADD ALTERNATE 2 BID PLAN ADD ALTERNATE 2 BID PLAN BP-104 ADD ALTERNATE 3, 4, 5 AND 6 BID PLAN ADD ALTERNATE 3, 4, 5 AND 6 BID PLAN AG-100 SIGN DETAILS SIGN DETAILS AG-101 SIGN SCHEDULES SIGN SCHEDULES ARCHITECTURAL A-101 TEMPORARY FACILITY PLAN AND ELEVATION TEMPORARY FACILITY PLAN AND ELEVATION EROSION AND SEDIMENTATION PLANS EC-101 EROSION CONTROL PLAN LANDSCAPE L-1 PLANT LEGEND AND NOTES PLANT LEGEND AND NOTES L-2 PLANTING PLAN PLANTING PLAN L-3 PLANTING PLAN PLANTING PLAN L-4 IRRIGATION LEGEND AND NOTES IRRIGATION LEGEND AND NOTES L-5 IRRIGATION PLAN IRRIGATION PLAN L-6 IRRIGATION PLAN IRRIGATION PLAN L-7 PHASE II PLANTING/IRRIGATION PLAN PHASE II PLANTING/IRRIGATION PLAN L-8 LANDSCAPE DETAILS LANDSCAPE DETAILS L-9 LANDSCAPE DETAILS LANDSCAPE DETAILS L-10 WELO DOCUMENTATION WELO DOCUMENTATION ELECTRICAL E-001 ELECTRICAL SYMBOLS, NOTES, AND ABBREVIATIONS ELECTRICAL SYMBOLS, NOTES, AND ABBREVIATIONS ED-100 ELECTRICAL SITE DEMOLITION PLAN ELECTRICAL SITE DEMOLITION PLAN ES-100 PROPOSED ELECTRICAL SITE PLAN PROPOSED ELECTRICAL SITE PLAN ES-500 ELECTRICAL DETAILS ELECTRICAL DETAILS ES-501 ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL UTILITY (RULE 20) E1 ELECTRIC CONSTRUCTION SKETCH ELECTRIC CONSTRUCTION SKETCH E2 ELECTRIC CONSTRUCTION SKETCH ELECTRIC CONSTRUCTION SKETCH E3 ELECTRIC CONSTRUCTION SKETCH ELECTRIC CONSTRUCTION SKETCH E4 ELECTRIC CONSTRUCTION SKETCH ELECTRIC CONSTRUCTION SKETCH E5 ELECTRIC CONSTRUCTION SKETCH ELECTRIC CONSTRUCTION SKETCH E6 ELECTRIC CONSTRUCTION SKETCH ELECTRIC CONSTRUCTION SKETCH E7 ELECTRIC CONSTRUCTION SKETCH ELECTRIC CONSTRUCTION SKETCH E8 ELECTRIC CONSTRUCTION SKETCH ELECTRIC CONSTRUCTION SKETCH E9 ELECTRIC CONSTRUCTION SKETCH ELECTRIC CONSTRUCTION SKETCH E10 ELECTRIC CONSTRUCTION SKETCH ELECTRIC CONSTRUCTION SKETCH E11 ELECTRIC CONSTRUCTION SKETCH ELECTRIC CONSTRUCTION SKETCH E12 ELECTRIC CIRCUIT SKETCH ELECTRIC CIRCUIT SKETCH E13 ELECTRIC CIRCUIT SKETCH ELECTRIC CIRCUIT SKETCH ELECTRICAL UTILITY (RULE 15) E1 ELECTRIC CONSTRUCTION SKETCH ELECTRIC CONSTRUCTION SKETCH E2 ELECTRIC CONSTRUCTION SKETCH ELECTRIC CONSTRUCTION SKETCH E3 ELECTRIC CONSTRUCTION SKETCH ELECTRIC CONSTRUCTION SKETCH E4 ELECTRIC CONSTRUCTION SKETCH ELECTRIC CONSTRUCTION SKETCH E5 ELECTRIC CONSTRUCTION SKETCH ELECTRIC CONSTRUCTION SKETCH E6 ELECTRIC CIRCUIT SKETCH ELECTRIC CIRCUIT SKETCH ELECTRICAL UTILITY (TRENCHING COMPOSITE) 1 OF 7 TRENCHING COMPOSITE TRENCHING COMPOSITE 2 OF 7 TRENCHING COMPOSITE TRENCHING COMPOSITE 3 OF 7 TRENCHING COMPOSITE TRENCHING COMPOSITE 4 OF 7 TRENCHING COMPOSITE TRENCHING COMPOSITE 5 OF 7 TRENCHING COMPOSITE TRENCHING COMPOSITE 6 OF 7 TRENCHING COMPOSITE TRENCHING COMPOSITE 7 OF 7 TRENCHING COMPOSITETRENCHING COMPOSITE

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SACRAMENTO

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PROJECT LOCATION CLOVIS CA

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AutoCAD SHX Text Dwg. of 36

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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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

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VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

AutoCAD SHX Text 06-30-2022

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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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STAMP

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INITIAL

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DATE

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NO.

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HERDON AVE

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ARMSTRONG AVE

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DEPARTMENT OF VETERANS AFFAIRS

AutoCAD SHX Text CLOVIS, CALIFORNIA EXPAND MEDICAL CENTER AND PARKING THROUGH LAND PURCHASE PROJECT NO. 570-221 CL SPR 2019-016/CL CUP 2019-006

AutoCAD SHX Text PROJECT CASp DAVID C. HORN, CASp-372 DATE: DATE:

AutoCAD SHX Text CALL 811 48 HOURS BEFORE EXCAVATING WHERE UNDERGROUND AND SURFACE STRUCTURES ARE SHOWN ON THE PLANS, THE LOCATIONS, DEPTH AND DIMENSIONS OF STRUCTURES ARE BELIEVED TO BE REASONABLY CORRECT, BUT ARE NOT GUARANTEED. SUCH STRUCTURES ARE SHOWN FOR THE INFORMATION OF THE CONTRACTOR, BUT INFORMATION SO GIVEN IS NOT TO BE CONSTRUED AS A REPRESENTATION THAT SUCH STRUCTURES WILL, IN ALL CASES, BE FOUND WHERE SHOWN, OR THAT THEY WILL, IN ALL CASES, BE FOUND WHERE SHOWN, OR THAT THEY IN ALL CASES, BE FOUND WHERE SHOWN, OR THAT THEY ALL CASES, BE FOUND WHERE SHOWN, OR THAT THEY CASES, BE FOUND WHERE SHOWN, OR THAT THEY REPRESENT ALL THE STRUCTURES WHICH MAY BE ENCOUNTERED. THE STRUCTURES WHICH MAY BE ENCOUNTERED. THE STRUCTURES WHICH MAY BE ENCOUNTERED. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLIE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

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REIMBURSABLE QUANTITIES

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HERDON AVENUE

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MOBILIZATION

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LS

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TRAFFIC CONTROL

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LF

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AC SAWCUTTING

AutoCAD SHX Text 4,835

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SF

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AC REMOVAL

AutoCAD SHX Text 9,867

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SF

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SUBGRADE PREP

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LF

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CONC. CURB & GUTTER

AutoCAD SHX Text 3,330

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CONC. SIDEWALK

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TON

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5.5" AC (PERMANENT PAVEMENT)

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TON

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10" AB (PERMANENT PAVEMENT)

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EA

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STREET LIGHTS

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STRIPING/SIGNAGE

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NORTH ARMSTRONG AVENUE

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MOBILIZATION

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TRAFFIC CONTROL

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LF

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AC SAWCUTTING

AutoCAD SHX Text 1,635

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SF

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AC REMOVAL

AutoCAD SHX Text 5,420

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SF

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SUBGRADE PREP

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CONC. CURB & GUTTER

AutoCAD SHX Text 2,430

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CONC. SIDEWALK

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TON

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4.5" AC (PERMANENT PAVEMENT)

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TON

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9" AB (PERMANENT PAVEMENT)

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STREET LIGHTS

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STRIPING/SIGNAGE

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UNDERGROUNDING AERIAL UTILITIES

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UNDERGROUNDING AERIAL UTILITIES

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WDID# %%U

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CITY OF CLOVIS TOTAL INSPECTION FEE

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PERMIT PROCESSING FEE

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DEVELOPER APPLICATION FEE

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MINIMUM INSPECTION FEE

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RE-INSPECTION FEE

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WORKING IN R.O.W. WITHOUT PERMIT

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VALLEY GUTTER

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CURB/CURB & GUTTER

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SIDEWALK

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MISC. CONCRETE

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DRIVE APPROACH

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A/C PAVEMENT / TRENCH REPAIR

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TRAFFIC MARKERS / SIGNING

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UNIT PRICE

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FEE

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STREET WORK

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STREET LIGHTS

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TRAFFIC CONTROL / LANE CLOSURE

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TRAFFIC CONTROL / DETOUR

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SEWER FACILITIES

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SEWER LATERAL

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SEWER MAIN

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SEWER MANHOLE

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WATER FACILITIES

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WATER TIE-IN, 1"-3"

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WATER TIE-IN, 4"-6"

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WATER TIE-IN, 8" AND LARGER

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WATER SERVICE HOT TAP

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WATER MAIN / SERVICE LINE

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WATER METER

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FIRE HYDRANT

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BLOW-OFF

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DRAINAGE FACILITIES

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STORM DRAIN MAIN

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MANHOLE

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SIDEWALK DRAINS

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DRAIN INLET

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LANDSCAPE FACILITIES

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PUBLIC LANDSCAPE

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PUBLIC IRRIGATION (PER EACH COMPONENT)

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WELO INSPECTION

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SUB TOTAL OF FEES

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FIBER UTILITY PROCESSING FEE (1-3 HRS.)

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CREDIT

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PROCESSING FEE WAIVER

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TOTAL FEES

AutoCAD SHX Text $192.00

AutoCAD SHX Text $192.50

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LS

AutoCAD SHX Text $115.00

AutoCAD SHX Text $0.00

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EA

AutoCAD SHX Text $345.00

AutoCAD SHX Text $345.00

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EA

AutoCAD SHX Text $172.50

AutoCAD SHX Text $0.00

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DAY

AutoCAD SHX Text $500.00

AutoCAD SHX Text $0.00

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LF

AutoCAD SHX Text $2.30

AutoCAD SHX Text $276.00

AutoCAD SHX Text 1,065

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LF

AutoCAD SHX Text $1.15

AutoCAD SHX Text $1,224.75

AutoCAD SHX Text 5,760

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SF

AutoCAD SHX Text $0.60

AutoCAD SHX Text $3.456.00

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SF

AutoCAD SHX Text $0.60

AutoCAD SHX Text $0.00

AutoCAD SHX Text 1,000

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SF

AutoCAD SHX Text $0.60

AutoCAD SHX Text $600.00

AutoCAD SHX Text 1,810

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SY

AutoCAD SHX Text $1.70

AutoCAD SHX Text $3,077.00

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EA

AutoCAD SHX Text $115.00

AutoCAD SHX Text $1,495.00

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EA

AutoCAD SHX Text $28.80

AutoCAD SHX Text $230.40

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EA

AutoCAD SHX Text $230.00

AutoCAD SHX Text $460.00

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EA

AutoCAD SHX Text $575.00

AutoCAD SHX Text $0.00

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EA

AutoCAD SHX Text $36.30

AutoCAD SHX Text $36.30

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LF

AutoCAD SHX Text $2.30

AutoCAD SHX Text $55.20

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EA

AutoCAD SHX Text $77.00

AutoCAD SHX Text $0.00

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EA

AutoCAD SHX Text $172.50

AutoCAD SHX Text $172.50

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EA

AutoCAD SHX Text $345.00

AutoCAD SHX Text $690.00

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EA

AutoCAD SHX Text $690.00

AutoCAD SHX Text $1,380.00

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EA

AutoCAD SHX Text $77.00

AutoCAD SHX Text $385.00

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AutoCAD SHX Text

EA

AutoCAD SHX Text $2.30

AutoCAD SHX Text $11.50

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EA

AutoCAD SHX Text $77.00

AutoCAD SHX Text $231.00

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EA

AutoCAD SHX Text $77.00

AutoCAD SHX Text $0.00

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AutoCAD SHX Text

EA

AutoCAD SHX Text $77.00

AutoCAD SHX Text $0.00

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LF

AutoCAD SHX Text $2.30

AutoCAD SHX Text $105.80

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EA

AutoCAD SHX Text $77.00

AutoCAD SHX Text $77.00

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EA

AutoCAD SHX Text $77.00

AutoCAD SHX Text $0.00

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EA

AutoCAD SHX Text $77.00

AutoCAD SHX Text $154.00

AutoCAD SHX Text 11,630

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SF

AutoCAD SHX Text $0.05

AutoCAD SHX Text $581.50

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EA

AutoCAD SHX Text $57.50

AutoCAD SHX Text $3,047.50

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EA

AutoCAD SHX Text $115.00

AutoCAD SHX Text $115.00

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HR

AutoCAD SHX Text $115.00

AutoCAD SHX Text $0.00

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AutoCAD SHX Text $0.00

AutoCAD SHX Text $0.00

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AutoCAD SHX Text $142.50

AutoCAD SHX Text $0.00

AutoCAD SHX Text $18,398.95

AutoCAD SHX Text $18,398.95

AutoCAD SHX Text BENCHMARK: CITY OF FRESNO TBM 3114 CHISELED SQ ON CURB, S. SIDE MEDIAN ISLAND ON HERNDON, 250' EAST OF ARMSTRONG AVENUE ELEV.=379.496', NAVD88 (DATUM SHIFT TO NGVD29=-2.67')

AutoCAD SHX Text BASIS OF BEARINGS: THE GEODETIC OBSERVATION OF THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 12 SOUTH, RANGE 21 EAST, MOUNT DIABLO BASE AND MERIDIAN. TAKEN TO BE NORTH 00°29'45EAST. BASIS OF ELEVATIONS:

AutoCAD SHX Text PREPARED FOR: DEPARTMENT OF VETERANS AFFAIRS 3801 MIRANDA AVENUE PALO ALTO, CA 94304 INSPECTION FEES: TO BE PAID WITH CITY PERMIT

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APN 564-050-54

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

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CM

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GI-001

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GENERAL CIVIL NOTES

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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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

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VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

AutoCAD SHX Text 06-30-2022

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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 STREET IMPROVEMENTS 1. FOR DEVELOPER PROJECTS ON CITY OF CLOVIS MAJOR STREETS (ARTERIALS, COLLECTORS, FOR DEVELOPER PROJECTS ON CITY OF CLOVIS MAJOR STREETS (ARTERIALS, COLLECTORS, EXPRESSWAYS), WHETHER NEW OR RECONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE TO SET MONUMENTS AT CENTERLINE INTERSECTION POINTS, ANGLE POINTS, AND BEGINNING AND END OF CURVES (BC & EC). WHERE MANHOLES OR OTHER OBSTRUCTIONS PREVENT THE INSTALLATION OF MONUMENTS AT THE PRESCRIBED LOCATIONS, MONUMENT TIES SHALL BE FURNISHED SUFFICIENT IN NUMBER TO RE-CREATE AT THE APPROPRIATE POINT. 2. FOR ALL OF THE ABOVE A LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO PERFORM FOR ALL OF THE ABOVE A LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO PERFORM LAND SURVEYING SHALL CERTIFY THE PLACEMENT OF ALL MONUMENTS IN ACCORDANCE WITH ALL LAWS, RULES AND REGULATIONS GOVERNING SUCH PLACEMENTS OR REPLACEMENTS. PLACEMENT/REPLACEMENT AND CERTIFICATION SHALL BE COMPLETED BEFORE FINAL ACCEPTANCE OF THE PROJECT/WORK BY THE CITY. BRASS CAPS REQUIRED FOR THE INSTALLATION OF NEW OR REPLACEMENT MONUMENTS SHALL BE FURNISHED PER CITY STANDARD DRAWING NO. ST-32, AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 3. ALL CITY OF CLOVIS STREET IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ALL CITY OF CLOVIS STREET IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS THEREFORE. NO DEVIATIONS ARE PERMITTED WITHOUT THE EXPRESS APPROVAL OF THE CITY ENGINEER OF HIS DESIGNEE. 4. ALL EXISTING MANHOLES, VALVE BOXES AND VAULTS SHALL BE ADJUSTED TO FINISH GRADE OF NEW ALL EXISTING MANHOLES, VALVE BOXES AND VAULTS SHALL BE ADJUSTED TO FINISH GRADE OF NEW PAVEMENTS IN ACCORDANCE WITH THE ASSOCIATED STANDARDS AND SPECIFICATIONS. ADJUSTING RINGS ARE NOT ALLOWED. 5. SIDEWALKS SHALL NOT BE POURED UNTIL ALL WATER METER BOXES AND SERVICES HAVE BEEN SIDEWALKS SHALL NOT BE POURED UNTIL ALL WATER METER BOXES AND SERVICES HAVE BEEN INSPECTED BY THE CITY. 6. ALL CURB AND GUTTER AND VALLEY GUTTERS SHALL BE WATER TESTED UNDER THE DIRECTION AND ALL CURB AND GUTTER AND VALLEY GUTTERS SHALL BE WATER TESTED UNDER THE DIRECTION AND IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO ANY STREET OPERATION. ALL SAGS OR HUMPS SHALL BE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY. 7. PRIOR TO PLACING AGGREGATE BASE, THE SUBGRADE GRADING SHALL BE VERIFIED BY THE ENGINEER PRIOR TO PLACING AGGREGATE BASE, THE SUBGRADE GRADING SHALL BE VERIFIED BY THE ENGINEER TO THE SATISFACTION OF THE CITY INSPECTOR. CUT SHEETS SHALL BE PROVIDED TO THE CITY INSPECTOR. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL HANDICAP RAMPS THAT ARE IN IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL HANDICAP RAMPS THAT ARE IN COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT GUIDELINES AND REQUIREMENTS. PERMITS: 1. AN ENCROACHMENT PERMIT IS REQUIRED FOR ANY TRAFFIC CONTROL MEASURES OR WORK WITHIN AN ENCROACHMENT PERMIT IS REQUIRED FOR ANY TRAFFIC CONTROL MEASURES OR WORK WITHIN EXISTING CITY, COUNTY, OR STATE RIGHT-OF-WAY. CITY PERMITS MAY BE OBTAINED AT CLOVIS PLANNING AND DEVELOPMENT SERVICES DEPARTMENT, CONSTRUCTION MANAGEMENT DIVISION AT (559) 324-2370. CONTACT THE APPLICABLE PERMITS DIVISION OF THE COUNTY OF FRESNO OR CALTRANS FOR THE APPLICABLE PERMIT. 2. FOR TRAFFIC SIGNAL INSTALLATION OR MODIFICATION, ONE SEPARATED ELECTRICAL SERVICE PERMIT IS FOR TRAFFIC SIGNAL INSTALLATION OR MODIFICATION, ONE SEPARATED ELECTRICAL SERVICE PERMIT IS REQUIRED FROM THE CITY. CONTRACTOR SHALL PAY FOR AND OBTAIN AN ELECTRICAL SERVICE PERMIT FROM THE CITY OF CLOVIS BUILDING DEPARTMENT. CONTRACTOR SHALL PLACE THE STREET ADDRESS NUMBERS ON THE ELECTRIC SERVICE PEDESTAL PRIOR TO PG&E SETTING THE METER. USE 3-INCH HIGH REFLECTORIZED ADHESIVE NUMBERS PER CLOVIS SPECIFICATION SUBSECTION 28.14. THE STREET ADDRESS IS [STREET ASSIGNED BY THE CITY]. PROCEDURES 1. PRIOR TO BEGINNING CONSTRUCTION, ADVANCE WARNING SIGNS SHALL BE PLACED SEVEN (7) DAYS PRIOR TO BEGINNING CONSTRUCTION, ADVANCE WARNING SIGNS SHALL BE PLACED SEVEN (7) DAYS PRIOR TO COMMENCING WORK IN ORDER TO NOTIFY THE PUBLIC OF THE IMMINENCE OF CONSTRUCTION AND OF POSSIBLE DELAYS. SEE "TRAFFIC CONTROL" SECTION. 2. ALL EXISTING MAINS, UTILITIES, SIGNS, STRIPING, ETC., FOUND TO BE IN CONFLICT WITH THIS PLAN, ALL EXISTING MAINS, UTILITIES, SIGNS, STRIPING, ETC., FOUND TO BE IN CONFLICT WITH THIS PLAN, WHETHER SPECIFICALL IDENTIFIED ON THE PLANS AND PROJECT SPECIFICATIONS OR NOT, SHALL BE CONSIDERED AS PART OF THE REQUIRED WORK TO BE PERFORMED. 3. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR UTILITY BEFORE COMMENCING WORK, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR UTILITY COMPANIES HAVING POSSIBLE INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION TO EXCAVATE PROXIMATE TO EXISTING FACILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ANY UTILITIES IN THE WORK AREA. THE CONTRACTOR SHALL NOTIFY U.S.A. TWO (2) WORKING DAYS PRIOR TO BEGINNING ANY EXCAVATION. 4. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC UTILITIES DEPARTMENT STREETS MANAGER AT THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC UTILITIES DEPARTMENT STREETS MANAGER AT (559)324-2639 AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO POURING SIDEWALKS, AND/OR INSTALLING ANY SIGNS, MARKINGS, STRIPING OR STENCILING SUCH AS DIRECTIONAL ARROWS, STOPS, CROSS WALKS, ETC. THE CITY STREET MANAGER SHALL BE INFORMED OF ALL LOCATIONS, TYPES, DA TES AND SCHEDULE OF INSTALLATION. ANY CHANGES PROPOSED TO THE PLANS SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO INSTALLATION. 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC UTILITIES DEPARTMENT UTILITIES MANAGER AT THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC UTILITIES DEPARTMENT UTILITIES MANAGER AT (559) 324-2611 AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY REPLACEMENT AND INSTALLATION OF WATER AND SEWER UTILITIES. THE UTILITIES MANAGER SHALL BE INFORMED OF ALL LOCATIONS, TYPES, DATES AND SCHEDULE OF CONSTRUCTION. 6. THE CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM ANY ADJACENT PROPERTY OWNER THE CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM ANY ADJACENT PROPERTY OWNER GIVING HIM PERMISSION TO ENTER HIS PROPERTY FOR PURPOSES OF CONSTRUCTING THE IMPROVEMENTS DELINEATED ON THESE PLANS AND TRANSITIONS THERETO. THE CONTRACTOR SHALL PROVIDE THE CITY WITH A COPY PRIOR TO START OF WORK. 7. ANY DIRT OR DEBRIS TRACKED ONTO ANY CITY STREET FROM THIS PROJECT SHALL BE CLEANED OFF ANY DIRT OR DEBRIS TRACKED ONTO ANY CITY STREET FROM THIS PROJECT SHALL BE CLEANED OFF AT THE END OF EACH WORKING DAY TO THE SATISFACTION OF THE CITY. IN THE EVENT OF CONTRACTOR'S NON-PERFORMANCE AND THE CITY IS REQUIRED TO PROVIDE CLEAN UP OF DIRT OR DEBRIS, THE CONTRACTOR SHALL BE BILLED AT THREE (3) TIMES THE ACTUAL COST. 8. DURING THE SITE CONSTRUCTION, ANY PUBLIC STREETS FRONTING THE PROJECT SHALL BE KEPT DURING THE SITE CONSTRUCTION, ANY PUBLIC STREETS FRONTING THE PROJECT SHALL BE KEPT CLEAR OF ANY CONSTRUCTION OR LANDSCAPING DEBRIS AND SHALL NOT BE USED AS STORAGE AREA FOR EQUIPMENT, MATERIALS OR OTHER ITEMS.

AutoCAD SHX Text GENERAL NOTES 1. CONTRACTOR SHALL POST EMERGENCY PHONE NUMBERS AT THE JOB SITE FOR CITY OF CLOVIS CONTRACTOR SHALL POST EMERGENCY PHONE NUMBERS AT THE JOB SITE FOR CITY OF CLOVIS POLICE AND FIRE DEPARTMENTS, AMBULANCE, PUBLIC WORKS, VA POLICE, AND THE RESIDENT ENGINEER. 2. ALL UNDERGROUND UTILITIES SHALL BE COMPLETE BEFORE PLACING OF BASE ROCK UNLESS ALL UNDERGROUND UTILITIES SHALL BE COMPLETE BEFORE PLACING OF BASE ROCK UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL NOTIFY THE PUBLIC OR PRIVATE UTILITY OWNERS 48 HOURS PRIOR TO CONTRACTOR SHALL NOTIFY THE PUBLIC OR PRIVATE UTILITY OWNERS 48 HOURS PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY UNLESS AN EXCAVATION PERMIT SPECIFIES OTHERWISE. 4. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CALIFORNIA CODE OF REGULATIONS TITLE 8, CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CALIFORNIA CODE OF REGULATIONS TITLE 8, DIVISION 1, CHAPTER 4, SUBCHAPTER 4: CONSTRUCTION SAFETY ORDERS. THESE REQUIREMENTS SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 5. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 6. PAVING CONTRACTOR TO RESET ALL MANHOLE RIMS, VALVE BOXES, AND OTHER SURFACE PAVING CONTRACTOR TO RESET ALL MANHOLE RIMS, VALVE BOXES, AND OTHER SURFACE STRUCTURES TO GRADE AFTER THE LAST LIFT OF PAVING. 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AMPLE COVER FOR THE PROTECTION OF ALL THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AMPLE COVER FOR THE PROTECTION OF ALL INSTALLED UTILITIES DURING THE CONSTRUCTION OF THIS PROJECT. 8. THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING LANDSCAPE AND THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING LANDSCAPE AND OTHER IMPROVEMENTS WITH A SMOOTH TRANSITION IN PAVING, CURBS, GUTTERS, SIDEWALKS, GRADING, ETC., AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES OR CROSS SLOPES, LOW SPOTS OR HAZARDOUS CONDITIONS. 9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL NECESSARY UTILITY RELOCATIONS, IF THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL NECESSARY UTILITY RELOCATIONS, IF REQUIRED, WITH THE APPROPRIATE UTILITY COMPANIES. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE COORDINATION WITH PG&E AND THE CITY OF CLOVIS FOR THE CROSSING OF ANY EXISTING GAS MAIN THAT THE CONTRACTOR WILL ENCOUNTER. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE STATE AND LOCAL PERMITS CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE STATE AND LOCAL PERMITS AND FURNISHING THE OWNER WITH A COPY OF ALL PERMITS AND FINAL ACCEPTANCES GRANTED BY THE UTILITY COMPANY AND/OR AGENCIES INVOLVED PRIOR TO COMMENCEMENT OF WORK. THIS SHALL INCLUDE, BUT IS NOT LIMITED TO, A STREET WORK/IMPROVEMENTS PERMIT FOR WORK WITHIN THE CITY RIGHT-OF-WAY/UTILITY EASEMENTS, DISCHARGE PERMITS FOR WATER DURING CONSTRUCTION (DEWATERING OPERATIONS, HYDROSTATIC TESTING, ETC.) AND HAULING OF MATERIALS OFF-SITE. 11. THE CONTRACTOR SHALL COORDINATE WITH COR AND SUBMIT A TRAFFIC/PHASING CONTROL PLAN, A THE CONTRACTOR SHALL COORDINATE WITH COR AND SUBMIT A TRAFFIC/PHASING CONTROL PLAN, A CONSTRUCTION LOGISTICS PLAN, AND A CONSTRUCTION SEQUENCING PLAN. 12. CONTRACTOR IS RESPONSIBLE FOR HAVING EXISTING GAS LINES, POWER LINES, WATER LINES, ETC. CONTRACTOR IS RESPONSIBLE FOR HAVING EXISTING GAS LINES, POWER LINES, WATER LINES, ETC. DISCONNECTED AND RELOCATED IF NECESSARY. CONTRACTOR SHALL COORDINATE WORK WITH RESIDENT ENGINEER. 13. THE CONTRACTOR MUST MAINTAIN THE STREETS, SIDEWALKS, AND ANY OTHER RIGHTS-OF-WAY IN A THE CONTRACTOR MUST MAINTAIN THE STREETS, SIDEWALKS, AND ANY OTHER RIGHTS-OF-WAY IN A CLEAN, SAFE, AND USABLE CONDITION. ANY SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS MUST BE REMOVED FROM THE PROPERTY DAILY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. 14. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ANY EXISTING IMPROVEMENTS OR CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ANY EXISTING IMPROVEMENTS OR UNDERGROUND FACILITIES DAMAGED BY HIM, HIS SUBCONTRACTORS OR HIS MATERIAL SUPPLIERS. 15. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY. 16. THE CONTRACTOR SHALL MAINTAIN SITES OF WORK DURING CONSTRUCTION SO AS TO KEEP THEM THE CONTRACTOR SHALL MAINTAIN SITES OF WORK DURING CONSTRUCTION SO AS TO KEEP THEM REASONABLY NEAT AND FREE OF TRASH, RUBBISH, AND OTHER DEBRIS. IN CLEAN-UP OPERATIONS, CONTRACTOR SHALL REMOVE ALL TEMPORARY STRUCTURES, RUBBISH AND WASTE MATERIALS FROM SITES OF WORK AND FROM PUBLIC AND PRIVATE PROPERTY. 17. THE CONTRACTOR WILL CONDUCT WORK ALONG ANY SECTION OF THIS PROJECT WHICH IS CROSSED THE CONTRACTOR WILL CONDUCT WORK ALONG ANY SECTION OF THIS PROJECT WHICH IS CROSSED BY, OR ADJACENT TO, A PUBLIC UTILITY SUCH AS GAS LINES, OVERHEAD POWER LINES, SEWER LINES, ETC. IN A MANNER SO THAT NO DAMAGES RESULT TO THESE UTILITIES. ALL POLES, WIRES, CABLES, CONDUITS, PIPELINES, OR OTHER STRUCTURES WITHIN THE WORK AREA BELONGING TO MUNICIPALITIES OR PUBLIC UTILITY CORPORATIONS, SHALL BE PROTECTED BY THE CONTRACTOR. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR DAMAGES TO SUCH UTILITIES AS A RESULT OF CARELESS OR NEGLIGENT OPERATIONS. 18. THE CONTRACTOR SHALL NOT DESTROY ANY PERMANENT SURVEY POINTS WITHOUT THE CONSENT OF THE CONTRACTOR SHALL NOT DESTROY ANY PERMANENT SURVEY POINTS WITHOUT THE CONSENT OF THE RESIDENT ENGINEER. ANY PERMANENT MONUMENTS OR POINTS DESTROYED SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE BY A CALIFORNIA LICENSED SURVEYOR. 19. THE CONTRACTOR SHALL PROPERLY COORDINATE HIS WORK WITH THE WORK OF OTHER CONTRACTS THE CONTRACTOR SHALL PROPERLY COORDINATE HIS WORK WITH THE WORK OF OTHER CONTRACTS THAT MAY BE UNDER WAY CONCURRENTLY WITH THIS PROJECT. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AIRBORNE DUST NUISANCE FROM THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AIRBORNE DUST NUISANCE FROM THE CONSTRUCTION SITE BY WATERING AND/OR TREATING THE SITE IN SUCH A MANNER TO CONFINE DUST PARTICLES TO THE IMMEDIATE SURFACE OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE SITE OR SURROUNDING AREA DUE TO DUST OR EROSION, RESULTING FROM WORK DONE BY THE CONTRACTOR. EROSION CONTROL MEASURES SHALL BE IN PLACE CONTINUOUSLY DURING CONSTRUCTION. 21. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE CALIFORNIA STORM WATER ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE CALIFORNIA STORM WATER BMP HANDBOOKS LATEST EDITIONS. 22. THE CONTRACTOR SHALL CONFORM TO THE FOLLOWING REQUIREMENTS BASED ON SAN JOAQUIN THE CONTRACTOR SHALL CONFORM TO THE FOLLOWING REQUIREMENTS BASED ON SAN JOAQUIN VALLEY UNIFIED AIR POLLUTION CONTROL DISTRICT (VALLEY AIR DISTRICT) STANDARDS: *WATER ALL ACTIVE CONSTRUCTION AREAS AT LEAST TWICE DAILY. *WATERING OR COVERING OF STOCKPILES OF DEBRIS, SOIL, SAND OR OTHER MATERIALS THAT CAN BE BLOWN BY WIND. *COVER ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIALS OR ALL TRUCKS SHALL MAINTAIN TWO FEET OF FREEBOARD. *APPLY WATER THREE (3) TIMES DAILY, OR APPLY (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED ACCESS ROAD, PARKING AREAS AND STAGING AREAS AT THE SITE AND ADJACENT PUBLIC STREETS. *HYDROSEED OR APPLY NON-TOXIC SOIL STABILIZERS TO INACTIVE CONSTRUCTION HYDROSEED OR APPLY NON-TOXIC SOIL STABILIZERS TO INACTIVE CONSTRUCTION AREAS. *ENCLOSE, COVER, WATER TWICE DAILY OR APPLY NON-TOXIC SOIL BINDERS TO EXPOSED STOCKPILES (DIRT, SAND, ETC.). 23. EXISTING CURB AND GUTTER THAT ARE DAMAGED OR DISPLACED BY THE CONTRACTOR'S OPERATION EXISTING CURB AND GUTTER THAT ARE DAMAGED OR DISPLACED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE. 24. CONTRACTOR SHALL CONDUCT HIS WORK IN SUCH A MANNER AS TO NOT INTERFERE OR BLOCK CONTRACTOR SHALL CONDUCT HIS WORK IN SUCH A MANNER AS TO NOT INTERFERE OR BLOCK EXISTING DRAINAGE (SEWER AND STORM). MANNER OF MAINTAINING DRAINAGE SHALL BE SUBJECT TO APPROVAL OF THE RESIDENT ENGINEER. CONTRACTOR SHALL SEQUENCE THE WORK AND PROVIDE ANY TEMPORARY DRAINAGE IMPROVEMENTS OR BYPASS PUMPING NECESSARY TO CONTINUOUSLY MAINTAIN DRAINAGE. IF TEMPORARY DRAINAGE FACILITIES ARE REQUIRED, CONTRACTOR SHALL SUBMIT A PLAN FOR THE TEMPORARY IMPROVEMENTS TO THE RESIDENT ENGINEER FOR APPROVAL. 25. THE MANIPULATION OF EXISTING WATER VALVES SHALL BE DONE BY STATION ENGINEERING STAFF THE MANIPULATION OF EXISTING WATER VALVES SHALL BE DONE BY STATION ENGINEERING STAFF ONLY. 26. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CALIFORNIA CODE OF REGULATIONS TITLE B, CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CALIFORNIA CODE OF REGULATIONS TITLE B, DIVISION 1, CHAPTER 4, SUBCHAPTER 7 GENERAL INDUSTRY SAFETY ORDERS, GROUP 16. ARTICLE 108 REGARDING "CONFINED SPACES". ANY VAULT, MANHOLE, CULVERT, DROP INLET, CATCH BASIN, OR TRENCH WHICH COULD CONTAIN AIR WHICH IS NOT READILY VENTILATED SHALL BE CONSIDERED A "CONFINED SPACE". 27. THE CONTRACTOR SHALL REPLACE OR REPAIR ALL FENCE (HOG WIRE, BARBED WIRE, CYCLONE, CHAIN THE CONTRACTOR SHALL REPLACE OR REPAIR ALL FENCE (HOG WIRE, BARBED WIRE, CYCLONE, CHAIN LINK, ETC.) DAMAGED OR MOVED IN CONNECTION WITH OPERATIONS UNDER THIS WORK USING NEW MATERIAL WHERE NECESSARY. THE CONTRACTOR WILL BE ALLOWED TO REPLACE THE ORIGINAL FENCE OR RELOCATE THE ORIGINAL FENCE, PROVIDING THIS MATERIAL IS USABLE IN THE OPINION OF THE RESIDENT ENGINEER. WHEN NEW MATERIAL IS NECESSARY, SUCH MATERIAL WILL BE REPLACEMENT OF THE ORIGINAL FENCE IN REGARDS TO TYPE OF FENCING POSTS AND CONSTRUCTION. 28. IF ANY CULTURAL FEATURES OR ARCHEOLOGICAL MATERIALS ARE UNCOVERED DURING GRADING, IF ANY CULTURAL FEATURES OR ARCHEOLOGICAL MATERIALS ARE UNCOVERED DURING GRADING, TRENCHING, OR OTHER EXCAVATION WORK, ALL WORK WITHIN 100 FEET OF THESE MATERIALS SHALL BE STOPPED UNTIL A PROFESSIONAL ARCHEOLOGIST (SOPA) AND/OR THE SOCIETY OF CALIFORNIA ARCHEOLOGY (SCA) HAS HAD AN OPPORTUNITY TO EVALUATE THE SIGNIFICANCE OF THE FIND AND APPROPRIATE MITIGATION MEASURES ARE DETERMINED AND IMPLEMENTED. CONTRACTOR SHALL ALSO NOTIFY THE RESIDENT ENGINEER. 29. ALL REVISIONS TO THIS PLAN MUST BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO ALL REVISIONS TO THIS PLAN MUST BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO CONSTRUCTION AND SHALL BE ACCURATELY SHOWN ON REVISED PLANS PRIOR TO ACCEPTANCE OF THE WORK AS COMPLETE. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE RESIDENT ENGINEER. 30. ANY NOTES ON THESE PLANS MENTIONING GEOTECHNICAL REPORT ARE REFERENCES TO ANY NOTES ON THESE PLANS MENTIONING GEOTECHNICAL REPORT ARE REFERENCES TO "GEOTECHNICAL ENGINEERING REPORT PRIMARY CARE BUILDING PROJECT 2251 HERNDON AVENUE CLOVIS, CALIFORNIA BY TERRACON DATED 2/14/2018. 31. CONTRACTOR TO PROTECT PROPERTY SURVEY MONUMENTS AND SURVEY CONTROL ANY DISTURBED OR CONTRACTOR TO PROTECT PROPERTY SURVEY MONUMENTS AND SURVEY CONTROL ANY DISTURBED OR DESTROYED MONUMENTS OR CONTROL SHALL BE RE-SET IN ACCORDANCE WITH CALIFORNIA LAW. 32. UNLESS OTHERWISE EXPRESSLY PROVIDED BY PERMIT, CONSTRUCTION ACTIVITIES ARE ONLY PERMITTED UNLESS OTHERWISE EXPRESSLY PROVIDED BY PERMIT, CONSTRUCTION ACTIVITIES ARE ONLY PERMITTED BETWEEN THE HOURS OF 7:00 A.M. AND 7:00 P.M. MONDAY THROUGH FRIDAY AND BETWEEN 9:00 A.M. AND 5:00 P.M. ON SATURDAY AND SUNDAY, FROM JUNE 1ST THROUGH SEPTEMBER 15TH, PERMITTED CONSTRUCTION ACTIVITY MAY COMMENCE AFTER 6:00 A.M. MONDAY THROUGH FRIDAY. EXTENDED CONSTRUCTION WORK HOURS MUST AT ALL TIMES BE IN STRICT COMPLIANCE WITH THE PERMIT. (§ 1, ORD. 14-02, EFF. MARCH 5, 2014) 33. DURING THE BUILDING PHASE, THE CONSTRUCTION SITE SHALL BE FENCED WITH TEMPORARY OR DURING THE BUILDING PHASE, THE CONSTRUCTION SITE SHALL BE FENCED WITH TEMPORARY OR PERMANENT FENCE AND GATE. CONSTRUCTION MATERIALS SHALL BE WITHIN A SECURED AREA WHEN NOT IN USE. THE STORAGE AREA FOR MATERIALS SHALL HAVE LIGHTING DURING THE HOURS OF DARKNESS, OR CLEARLY VISIBLE FOR PROPER PATROL. 34. CONTRACTOR TO OBTAIN ENCROACHMENT PERMIT FOR ALL WORK WITHIN CITY RIGHT-OF-WAY. CONTRACTOR TO OBTAIN ENCROACHMENT PERMIT FOR ALL WORK WITHIN CITY RIGHT-OF-WAY. 35. THESE PLANS ARE CHECKED BY THE LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR APPROVAL THESE PLANS ARE CHECKED BY THE LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR APPROVAL DOES NOT RELIEVE THE ENGINEER, DEVELOPER, AND CONTRACTOR FROM HIS/HER RESPONSIBILITY TO CORRECT ERRORS, OMISSIONS OR MAKE CHANGES REQUIRED BY CONDITIONS DISCOVERED IN THE FIELD DURING THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY ERRORS FOUND IN THESE PLANS OR CONSTRUCTION STAKING DISCREPANCIES. AS OF THE DATE OF CITY APPROVAL, THE PROJECT SITE AND ALL DESIGN ASPECTS WITHIN THE SCOPE OF THE PROJECT HAS BEEN EVALUATED FOR COMPLIANCE WITH THE AMERICANS WITH DISABILITY ACT (ADA) ACCESSIBILITY STANDARDS. THE PROJECT WILL BE ADA COMPLIANT UPON COMPLETION. . UTILITY NOTES 3. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES. THE TYPES, LOCATIONS, EXTENTS, SIZES AND DEPTHS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND WERE OBTAINED FROM VARIOUS SOURCES, INCLUDING VA FACILITY MAPS, AS-BUILT DRAWINGS, TOPOGRAPHIC FIELD SURVEYS, ELECTRONIC UTILITY LOCATION SURVEYS, AND POTHOLE INVESTIGATIONS. ABANDONED UNDERGROUND UTILITIES MAY EXIST (INCLUDING PIPES CONTAINING ASBESTOS MATERIALS) THE LOCATION OF WHICH ARE NOT KNOWN. CONTRACTOR IS CAUTIONED THAT THE TYPES, LOCATIONS, EXTENTS, SIZES AND DEPTHS OF EXISTING UNDERGROUND UTILITIES INDICATED ON THE PLANS MAY NOT BE THE TYPES, LOCATIONS, EXTENTS, SIZES AND DEPTHS ENCOUNTERED IN THE FIELD. 4. ONLY EXCAVATION AND PHYSICAL EXPOSURE WILL REVEAL THE ACTUAL TYPES, EXTENT, SIZES, ONLY EXCAVATION AND PHYSICAL EXPOSURE WILL REVEAL THE ACTUAL TYPES, EXTENT, SIZES, LOCATIONS, AND DEPTHS OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR POTHOLING EXISTING UNDERGROUND UTILITIES WITHIN THE AREA OF WORK. CONTRACTOR SHALL RETAIN A PRIVATE UTILITY LOCATOR TO IDENTIFY EXISTING UTILITIES. THE CONTRACTOR SHALL POTHOLE AS NECESSARY AT CONNECTION LOCATIONS AND UTILITY CROSSINGS TO FULLY LOCATE AND IDENTIFY EXISTING UTILITIES. POTHOLING SHALL BE DONE AND THE RESULTS, INCLUDING ANY CONFLICTS IDENTIFIED, REPORTED TO THE RESIDENT ENGINEER PRIOR TO THE START OF WORK. 5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK TO AVOID CONFLICTS BETWEEN THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK TO AVOID CONFLICTS BETWEEN SEWER LATERALS, STORM DRAINS, WATER MAINS, AND ALL OTHER UNDERGROUND UTILITIES. 6. ALL SERVICES TO EXISTING BUILDINGS SHALL REMAIN OPERATIONAL AT ALL TIMES DURING THE ALL SERVICES TO EXISTING BUILDINGS SHALL REMAIN OPERATIONAL AT ALL TIMES DURING THE PROJECT. ANY REQUIRED SHUTDOWNS SHALL BE COORDINATED WITH THE RESIDENT ENGINEER. 7. UNLESS OTHERWISE INDICATED ON THE PLANS, SEPARATION OF SANITARY SEWER AND WATER PIPES UNLESS OTHERWISE INDICATED ON THE PLANS, SEPARATION OF SANITARY SEWER AND WATER PIPES SHALL BE 10' HORIZONTAL AND 2' VERTICAL. SEPARATION OF SANITARY SEWER AND STORM DRAIN PIPES SHALL BE 4' HORIZONTAL AND 1' VERTICAL SEPARATION OF ALL OTHER UTILITIES SHALL BE 5' HORIZONTAL AND 1' VERTICAL WHENEVER POSSIBLE. 8. DIMENSIONS OF THE PRECAST CONCRETE MECHANICAL TRENCH SECTIONS AND PRECAST CONCRETE DIMENSIONS OF THE PRECAST CONCRETE MECHANICAL TRENCH SECTIONS AND PRECAST CONCRETE VAULTS ARE ASSUMED FOR PURPOSES OF COORDINATING CROSSING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADJUSTMENT OF UTILITY ELEVATIONS RELATIVE TO ACTUAL DIMENSIONS OF THE TRENCH AND VAULTS OF THE SELECTED PRECAST CONCRETE SUPPLIER. ACCESSIBILITY NOTES 1. ALL SITE WORK SHALL BE IN CONFORMANCE WITH THE ARCHITECTURAL BARRIERS ACT ACCESSIBILITY ALL SITE WORK SHALL BE IN CONFORMANCE WITH THE ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS EXCEPT AS MODIFIED BY THE DEPARTMENT OF VETERANS AFFAIRS BARRIER FREE DESIGN GUIDE (PG-18-13) AND AS SHOWN IN THE STANDARD DETAILS (PG-18-4). 2. CURB RAMPS SHALL BE A MINIMUM OF 4 FEET WIDE AND NOT EXCEED A SLOPE OF 1:12 (8.33%) CURB RAMPS SHALL BE A MINIMUM OF 4 FEET WIDE AND NOT EXCEED A SLOPE OF 1:12 (8.33%) WITHIN CITY OF CLOVIS RIGHT-OF-WAY. 3. A 2% MAXIMUM SLOPE LANDING SHALL BE PROVIDED AT PRIMARY ENTRANCES TO BUILDINGS, THE A 2% MAXIMUM SLOPE LANDING SHALL BE PROVIDED AT PRIMARY ENTRANCES TO BUILDINGS, THE LANDINGS SHALL HAVE A MINIMUM WIDTH OF 72" WHEN THE DOOR OPENS INTO THE BUILDING. WHEN THE DOOR OPENS ONTO THE LANDING THE DEPTH SHALL BE 42" PLUS THE WIDTH OF THE DOOR MINIMUM. 4. WITHIN DEPARTMENT OF VETERANS AFFAIRS PROPERTY LIMITS, WALKS SHALL NOT EXCEED A SLOPE WITHIN DEPARTMENT OF VETERANS AFFAIRS PROPERTY LIMITS, WALKS SHALL NOT EXCEED A SLOPE OF 1:33 (3%) AND RAMPS SHALL NOT EXCEED 1:20 (5%). RAMPS ARE DEFINED AS ANY WALKWAY WITH SLOPES BETWEEN 1:33 (3%) AND 1:20 (5%), AND SHALL HAVE A MAXIMUM CROSS SLOPE OF 2%. PEDESTRIAN RAMPS SHALL HAVE INTERMEDIATE (2% MAXIMUM SLOPE) LANDINGS A MINIMUM OF 60" BY 60" IN SIZE. LANDINGS SHALL BE EVERY 40 FEET FOR RAMPS BETWEEN 1:33 AND 1:26, AND EVERY 35 FEET FOR RAMPS BETWEEN 1:25 AND 1:20. 5. MAXIMUM CROSS SLOPE ON ANY WALK OR RAMP SHALL BE 2% MAXIMUM. SLOPES WITHIN PARKING MAXIMUM CROSS SLOPE ON ANY WALK OR RAMP SHALL BE 2% MAXIMUM. SLOPES WITHIN PARKING STALLS DESIGNATED AS ACCESSIBLE PARKING SHALL BE 2% MAXIMUM IN ANY DIRECTION. 6. THE DIMENSIONAL REQUIREMENTS OF THESE STANDARDS ARE ABSOLUTE AND NO PROVISION WILL BE THE DIMENSIONAL REQUIREMENTS OF THESE STANDARDS ARE ABSOLUTE AND NO PROVISION WILL BE MADE FOR CONSTRUCTION TOLERANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THE AS-BUILT CONDITIONS MEET THE MINIMUM AND MAXIMUM REQUIREMENTS. 7. ACCESSIBLE ROUTES SHALL BE A MINIMUM OF 6'-0" FOR PATIENT AREAS AND 5'-0" WIDE FOR ACCESSIBLE ROUTES SHALL BE A MINIMUM OF 6'-0" FOR PATIENT AREAS AND 5'-0" WIDE FOR ADMINISTRATIVE AREAS. THE MAXIMUM SLOPE INCLUDING PARKING SPACES SHALL BE 3.0% TURNING RADIUS SHALL NOT BE LESS THAN 6'-0". DISPOSAL OF SOILS SPECIAL INSTRUCTIONS 1. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL NECESSARY SOIL TESTING AS REQUIRED FOR THE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL NECESSARY SOIL TESTING AS REQUIRED FOR DETERMINATION OF THE PROPER DISPOSAL OF EXCESS SOILS OFFSITE AND SHALL DISPOSE OF THE SOILS IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. FINAL ENVIRONMENTAL SITE ASSESSMENT REPORT PROPOSED MEDICAL CENTER PARKING LOT-VA FINAL ENVIRONMENTAL SITE ASSESSMENT REPORT PROPOSED MEDICAL CENTER PARKING LOT-VA CENTRAL CALIFORNIA HEALTHCARE SYSTEM NORTH ARMSTRONG AVENUE AND HERNDON AVENUE CLOVIS, FRESNO COUNTY, CALIFORNIA TERRACON PROJECT NO. 49157773 PREPARED BY TERRACON DATED 5/3/2016. NOTE THAT THE TERRACON REPORT REFERENCED ABOVE STATED: "A PHASE I ENVIRONMENTAL SITE : "A PHASE I ENVIRONMENTAL SITE "A PHASE I ENVIRONMENTAL SITE ASSESSMENT (ESA) WAS PERFORMED ON THE PROPOSED SITE TO EVALUATE THE POTENTIAL PRESENCE OR ABSENCE OF DOCUMENTED SOIL OR GROUNDWATER CONTAMINATION OR OTHER RECOGNIZED ENVIRONMENTAL CONDITIONS (RECS) RELATED TO HAZARDOUS MATERIALS AT OR NEAR THE SITE (TERRACON, 2015). BASED ON THE FINDINGS OF THE PHASE I ESA, RECS WERE NOT IDENTIFIED IN CONNECTION WITH THE PROPOSED SITE. A COPY OF THE PHASE I ESA IS INCLUDED IN APPENDIX E." CONTRACTOR RESPONSIBILITY 1. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. DISCREPANCIES 1. IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE RESIDENT ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. EARTHWORK NOTES 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE ALL MATERIAL AND LABOR REQUIRED IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE ALL MATERIAL AND LABOR REQUIRED WITHIN THE BID PRICE, FOR EARTHWORK CONSTRUCTION, TO CARRY OUT THE CUT/FILL AND/OR IMPORT/EXPORT AS NECESSARY TO MEET THE DESIGN GRADES SHOWN ON THE PLANS. CONTRACTOR IS TO DELIVER TO OWNER THE PROJECT IN A COMPLETE AND OPERATIONAL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY INVESTIGATION OR STUDIES THAT ARE REQUIRED BY THE CONTRACTOR TO SATISFY THIS REQUIREMENT. NO ADDITIONAL COMPENSATION SHALL BE PAID FOR SAID CUT/FILL AND/OR IMPORT/EXPORT. 2. EARTHWORK, UTILITY TRENCH BACKFILLING, COMPACTION OF PAVEMENT SUBGRADE, PAVEMENT EARTHWORK, UTILITY TRENCH BACKFILLING, COMPACTION OF PAVEMENT SUBGRADE, PAVEMENT CONSTRUCTION, FOUNDATION CONSTRUCTION, PIER DRILLING, AND SITE DRAINAGE SHOULD BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY TERRACON CONSULTANTS DATED 2/14/2018, PROJECT NO. 175115.

LIABILITIES 1. THESE PLANS ARE CHECKED BY THE LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR APPROVAL THESE PLANS ARE CHECKED BY THE LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR APPROVAL DOES NOT RELIEVE THE ENGINEER, DEVELOPER, AND CONTRACTOR FROM HIS/HER RESPONSIBILITY TO CORRECT ERRORS, OMISSIONS OR MAKE CHANGES REQUIRED BY CONDITIONS DISCOVERED IN THE FIELD DURING THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY ERRORS FOUND IN THESE PLANS OR CONSTRUCTION STAKING DISCREPANCIES. 2. ANY EXISTING SECTION CORNER, QUARTER SECTION CORNER, PROPERTY CORNER, STREET CENTERLINE ANY EXISTING SECTION CORNER, QUARTER SECTION CORNER, PROPERTY CORNER, STREET CENTERLINE MONUMENT, OR ANY OFFICIAL BENCH MARK DAMAGED BY THE CONTRACTOR IN THE COURSE OF THE WORK COVERED BY THESE CONSTRUCTION PLANS, SHALL BE RESET TO THE SATISFACTION OF THE CITY ENGINEER. A LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO PERFORM LAND SURVEYING SHALL CERTIFY THE PLACEMENT OR REPLACEMENT OF ALL MONUMENTS AND BENCHMARKS IN ACCORDANCE WITH ALL LAWS, RULES AND REGULATIONS GOVERNING SUCH PLACEMENTS OR REPLACEMENTS. PLACEMENT /REPLACEMENT AND CERTIFICATION SHALL BE COMPLETED BEFORE FINAL ACCEPTANCE OF THE PROJECT/WORK BY THE CITY. BRASS CAPS REQUIRED FOR THE INSTALLATION OF NEW OR REPLACEMENT MONUMENTS SHALL BE FURNISHED BY THE CONTRACTOR PER CITY STANDARD DRAWING NO. ST-32, AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 3.