02_Civil Drawings (Drafts).pdf
PDF 44 MB Posted
- Solicitation number
- 36C26123R0110
About this file
This document describes a federal contract opportunity from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 21. The solicitation number is 36C26123R0110 for the project "Z1DZ--570-19-107 | Improve Site Access and Physical Security Deficiencies." The pre-solicitation opportunity involves improving site access and addressing physical security deficiencies at a Veterans Affairs facility. The attached file contains 44MB of civil drawings and drafts related to the project scope. No other salient details are provided in the document.
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Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
BID SET RE-SUBMITTAL
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
IMPROVE SITE ACCESS AND
PHYSICAL SECURITY
DEFICIENCIES
VAMC, FRESNO, CA, 93703
570-19-107
Project Director
03-17-2023Revisions: Date: Dwg. of
35% SCHEMATIC DESIGN
65% DESIGN DEVELOPMENT
315 ARDEN AVE, SUITE #23,
t: 888.900.3823 www.schwabeng.com
GLENDALE, CA 91203
PROJECT NO.: S60204180.00
11/12/2021 06/07/2021
95% CONSTRUCTION DOCUMENT 07/18/2022
100% CONSTRUCTION DOCUMENT 10/03/2022
BID SET SUBMITTAL 10/31/2022
BID SET RE-SUBMITTAL 03/17/2023
COVER AND GENERAL NOTES
MQ JP
C-01 7 110
LEGEND
LEGEND:
FENCE TYPE 1: NEW PERMANENT FENCE -
BRICK
FENCE TYPE 2: NEW SEMI-PERMANENT
FENCE - STEEL
FENCE TYPE 3: NEW ANTI-RAM CONCRETE
WALL W/ SEMI-PERMANENT FENCE
FENCE TYPE 4: LOW CONCRETE PLANTER
WALL W/ SEMI-PERMANENT FENCE
NEW PERMANENT VEHICULAR ROLLING
METAL GATE NO TRACK, OVERHANG PER
PSDM
NEW MOTORIZED BARRIER UPSWING ARM
GATE
NEW PERMANENT METAL VEHICULAR SWING
ESTATE GATE (MANUAL OR MOTORIZED PER
VA)
NEW SEMI-PERMANENT VEHICULAR METAL
SWING GATE
NEW PERMANENT METAL SWING MAN GATE
NEW EMERGENCY CALL POST
NEW BOLLARD: CONCRETE FILLED
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INDEX MAP AND NOTES
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GATE#1 CONSTRUCTION DEMO
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PARKING LOT H CONST. DEMO
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SITE DETAILS#1
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SITE DETAILS #2
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EROSION CONTROL PLAN
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EROSION CONTROL & SITE DETAILS
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TOPOGRAPHIC SURVEY
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GENERAL NOTES
AutoCAD SHX Text 1 ALL WORK SHALL CONFORM TO THESE IMPROVEMENT PLANS AND THE DEPARTMENT OF VETERANS ALL WORK SHALL CONFORM TO THESE IMPROVEMENT PLANS AND THE DEPARTMENT OF VETERANS CONSTRUCTION SPECIFICATIONS. 2 NO DEVIATION FROM THESE PLANS SHALL BE MADE UNLESS A CHANGE ORDER IS APPROVED BY NO DEVIATION FROM THESE PLANS SHALL BE MADE UNLESS A CHANGE ORDER IS APPROVED BY THE CONTRACTING OFFICER AND REVIEWED BY COR. 3 CONTRACTORS SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS CONTRACTORS SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (CAL-OSHA) SAFETY STANDARDS. 4 CONTRACTOR(S) SHALL VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE OR BELOW CONTRACTOR(S) SHALL VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE OR BELOW GROUND, SHOWN OR NOT SHOWN ON THE PLANS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR STRUCTURES CAUSED BY THEIR ACTIONS. 5 CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ANY EXISTING STRUCTURES, CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ANY EXISTING STRUCTURES, FENCES, SIGNS ETC. ENCOUNTERED ON THE PROJECT AND RESTORING THEM TO PRE-CONSTRUCTION CONDITION. 6 CONTRACTOR SHALL PLAN AND ACQUIRE APPROVAL OF STAGING AREAS FROM VA COR. CONTRACTOR SHALL PLAN AND ACQUIRE APPROVAL OF STAGING AREAS FROM VA COR. 7 ALL TRENCH BACKFILLS SHALL BE TESTED AND CERTIFIED BY THE SOILS ENGINEER. ALL TRENCH BACKFILLS SHALL BE TESTED AND CERTIFIED BY THE SOILS ENGINEER. 8 DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 9 THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION OR BETTER AS THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION OR BETTER AS DESIGNATED BY THE ENGINEER. 10 CONTRACTORS SHALL LOCATE, PROTECT, AND SAVE ANY AND ALL SURVEY MONUMENTS THAT WILL CONTRACTORS SHALL LOCATE, PROTECT, AND SAVE ANY AND ALL SURVEY MONUMENTS THAT WILL BE OR MAY BE DAMAGED OR DESTROYED BY THESE OPERATIONS. 11 PROVISIONS SHALL BE MADE BY THE CONTRACTOR FOR CONTRIBUTORY DRAINAGE AT ALL TIMES. PROVISIONS SHALL BE MADE BY THE CONTRACTOR FOR CONTRIBUTORY DRAINAGE AT ALL TIMES. 12 EROSION CONTROL PLANS SHALL BE PROVIDED FOR PROJECTS WHICH WILL BE UNDER EROSION CONTROL PLANS SHALL BE PROVIDED FOR PROJECTS WHICH WILL BE UNDER CONSTRUCTION DURING THE RAINY SEASON. EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN NOVEMBER 1st. AND APRIL 1st. 13 ALL UNDERGROUND UTILITIES AND SERVICE LATERALS SHALL BE INSTALLED PRIOR TO ALL UNDERGROUND UTILITIES AND SERVICE LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, GUTTERS, SIDEWALKS, AND PAVING UNLESS OTHERWISE PERMITTED BY THE PROJECT ENGINEER. 14 CONTRACTOR SHALL TAKE ALL MEASURES AND PROVIDE ALL MATERIAL NECESSARY FOR CONTRACTOR SHALL TAKE ALL MEASURES AND PROVIDE ALL MATERIAL NECESSARY FOR PROTECTING EXISTING EQUIPMENT AND PROPERTY IN AFFECTED AREAS OF CONSTRUCTION AGAINST DUST AND DEBRIS, SO THAT EQUIPMENT AND AFFECTED AREAS TO BE USED IN THE MEDICAL CENTERS OPERATIONS WILL NOT BE HINDERED. 15 PROVIDE CONSTRUCTION AND SAFETY SIGNS WHERE DIRECTED BY THE COR. PROVIDE CONSTRUCTION AND SAFETY SIGNS WHERE DIRECTED BY THE COR.
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CENTERLINE
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EDGE OF A.C. PAVEMENT
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ELEVATION
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CONCRETE PAVEMENT
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A.C. PAVEMENT
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PROPERTY LINE
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CONTOURS (MAJOR)
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CONTOURS (MINOR)
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FLOW LINE
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SLOPE LINE
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FENCE
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RETAINING WALL
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WATER DISTRIBUTION
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SEWER
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STORM DRAIN
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POWER
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GAS
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TELEPHONE
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CABLE TV
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MANHOLE
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CLEANOUT
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FIRE HYDRANT
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DESCRIPTION
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EXISTING
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DAYLIGHT
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DRY UTILITY LINE
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GUARD RAIL
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DRAINAGE SWALE
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HEADWALL
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BC
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EC
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MID
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BEGIN CURVE
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EXISTING
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PROP.
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TC
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STA.
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STATION
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FINISHED SURFACE
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TW
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BRC
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%%UABBREVIATIONS
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BEGIN OF REVERSE CURVE
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TOP OF CURB
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SPPWC
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STANDARD PLAN FOR PUBLIC WORKS CONSTRUCTION
AutoCAD SHX Text BASIS OF ELEVATIONS: ELEVATIONS FOR THIS SURVEY ARE BASED ON VAPA BM NO. FOR THIS SURVEY ARE BASED ON VAPA BM NO. FOR THIS SURVEY ARE BASED ON VAPA BM NO. THIS SURVEY ARE BASED ON VAPA BM NO. THIS SURVEY ARE BASED ON VAPA BM NO. SURVEY ARE BASED ON VAPA BM NO. SURVEY ARE BASED ON VAPA BM NO. ARE BASED ON VAPA BM NO. ARE BASED ON VAPA BM NO. BASED ON VAPA BM NO. BASED ON VAPA BM NO. ON VAPA BM NO. ON VAPA BM NO. VAPA BM NO. VAPA BM NO. BM NO. BM NO. NO. NO. 6 DESCRIBED AS 2" BRASS DISK, CENTER PUNCHED, ON DESCRIBED AS 2" BRASS DISK, CENTER PUNCHED, ON DESCRIBED AS 2" BRASS DISK, CENTER PUNCHED, ON AS 2" BRASS DISK, CENTER PUNCHED, ON AS 2" BRASS DISK, CENTER PUNCHED, ON 2" BRASS DISK, CENTER PUNCHED, ON 2" BRASS DISK, CENTER PUNCHED, ON BRASS DISK, CENTER PUNCHED, ON BRASS DISK, CENTER PUNCHED, ON DISK, CENTER PUNCHED, ON DISK, CENTER PUNCHED, ON CENTER PUNCHED, ON CENTER PUNCHED, ON CENTER PUNCHED, ON PUNCHED, ON PUNCHED, ON ON ON TOP OF CONCRETE: BM 6 = 89.92' (VAPA DATUM) TEMPORARY SITE CONTROL AS FOLLOWS: TBM# 60 - FD. "X" IN CONC 91.86' 91.86' TBM# 191 - FD. "X" IN CONC 91.42' 91.42' TBM# 192 - FD. "X" IN CONC 93.29' 93.29' TBM# 791 - FD. NAIL/SHINER 90.26' 90.26' TBM# 1000 - FD. "X" IN CONC 89.09' 89.09' TBM# 5000 - FD. VAPA BM NO. 6 89.92' 89.92' TBM# 5006 - SET "X" IN CONC 89.57' 89.57' TBM# 5007 - SET "X" IN CONC 93.17' 93.17' TBM# 5008 - SET "X" IN CONC 92.24'92.24'
AutoCAD SHX Text SURVEYOR'S NOTE: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S ACT A THE REQUEST OF GALLOWAY ON MARCH 2019. BY: CHRISTOPHER T. MUZNY, PLS 9188 DATED:
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EROSION AND SEDIMENT CONTROL GENERAL NOTES
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%%UENGINEER'S NOTES
AutoCAD SHX Text 1 CONTRACTORS SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONTRACTORS SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 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 EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 2 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. VA AND THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. 3 THE EXISTENCE, SIZE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR THE EXISTENCE, SIZE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND SURVEY. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN FIELD BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 4 EXISTING UTILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR, UNLESS EXISTING UTILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES NOT COVERED BY THESE PLANS SHALL BE PERFORMED BY OR UNDER THE DIRECTION OF THE RESPECTIVE UTILITY OWNERS 5 THE SOILS & GEOLOGICAL REPORT PREPARED BY LANGAN ENGINEERING AND THE SOILS & GEOLOGICAL REPORT PREPARED BY LANGAN ENGINEERING AND ENVIRONMENTAL SERVICES INC. AND ANY SUBSEQUENT REPORTS SHALL BE CONSIDERED A PART OF THESE PLANS AND ALL RECOMMENDATIONS THEREOF SHALL BE COMPLIED WITH. 6 THE CONTRACTOR IS REQUIRED TO FAMILIARIZE HIMSELF WITH THE PLANS, THE SOILS THE CONTRACTOR IS REQUIRED TO FAMILIARIZE HIMSELF WITH THE PLANS, THE SOILS AND/OR GEOLOGIC REPORTS, AND THE SITE PRIOR TO COMMENCING WORK. 7 UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
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DEMOLITION NOTES
AutoCAD SHX Text 1 THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF THE SITE AND SHALL REMOVE THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF THE SITE AND SHALL REMOVE AND DISPOSE OF ALL STRUCTURES ABOVE AND OR BELOW GROUND UNLESS OTHERWISE NOTED. ANY HAZARDOUS MATERIALS ENCOUNTERED SHALL BE HANDLED AND REMOVED AS REQUIRED BY VA, LOCAL AND/OR STATE LAWS AT NO COST TO THE OWNER. 2 THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DAMAGE TO EXISTING HARDSCAPE THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DAMAGE TO EXISTING HARDSCAPE IMPROVEMENTS, UTILITY FACILITIES, AND LANDSCAPING FEATURES THAT ARE NOT AFFECTED BY THESE PLANS. 3 THE CONTRACTOR SHALL PERFORM AND BE RESPONSIBLE FOR ALL CLEARING AND GRUBBING THE CONTRACTOR SHALL PERFORM AND BE RESPONSIBLE FOR ALL CLEARING AND GRUBBING OPERATIONS AS NECESSARY TO COMPLETE THE WORK, INCLUDING TRANSFORMATION AND DISPOSAL OF ALL REMOVED MATERIALS AND ALL ASSOCIATED COSTS.
AutoCAD SHX Text 1 ALL CONSTRUCTION ACTIVITY SHALL BE PERFORMED IN ACCORDANCE WITH A STORMWATER ALL CONSTRUCTION ACTIVITY SHALL BE PERFORMED IN ACCORDANCE WITH A STORMWATER PREVENTION PLAN DEVELOPED AND IMPLEMENTED IN COMPLIANCE WITH VA STORMWATER MANAGEMENT AND CALIFORNIA STORMWATER QUALITY MANAGEMENT PROGRAM-NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES). 2 A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (NOVEMBER 1 TO APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. 3 EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE BUILDING OFFICIAL IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONGER REQUIRED. 4 ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND BE DISPOSED OF PROPERLY. 5 THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN POLLUTANTS THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN POLLUTANTS WITHIN THE SITE IS LEFT TO THE DISCRETION OF THE FIELD ENGINEER. ADDITIONAL DEVICES AS NEEDED SHALL BE INSTALLED TO RETAIN SEDIMENTS AND OTHER POLLUTANTS ON SITE. 6 STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED, AS NEEDED, AS STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED, AS NEEDED, AS THE PROJECT PROGRESSES, THE DESIGN AND PLACEMENT OF THESE DEVICES IS THE PROGRESSES, THE DESIGN AND PLACEMENT OF THESE DEVICES IS THE RESPONSIBILITY OF THE FIELD ENGINEER. PLANS REPRESENTING CHANGES MUST BE SUBMITTED PLANS REPRESENTING CHANGES MUST BE SUBMITTED FOR APPROVAL IF REQUESTED BY THE BUILDING OFFICIAL. 7 EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORM WATER FROM THE EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORM WATER FROM THE PROJECT SITE AT ALL TIMES. SITE AT ALL TIMES. 8 ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, OR WIND. 9 STOCKPILES OF EARTH AND OTHER CONSTRUCTION-RELATED MATERIALS MUST BE PROTECTED FROM STOCKPILES OF EARTH AND OTHER CONSTRUCTION-RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. 10 FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOILS AND SURFACE WATERS. ALL APPROVED AND ARE NOT TO CONTAMINATE THE SOILS AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 11 DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMPS ARE INSTALLED AND FUNCTIONING PROPERLY IF THERE IS A 50% OR GREATER PROBABILITY OF PREDICTED PRECIPITATION, AND AFTER ACTUAL PRECIPITATION. A CONSTRUCTION SITE INSPECTION PRECIPITATION, AND AFTER ACTUAL PRECIPITATION. A CONSTRUCTION SITE INSPECTION CHECKLIST AND INSPECTION LOG SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES AND LOG SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL (COPIES OF THE SELF-INSPECTION CHECK LIST AND INSPECTION LOGS ARE AVAILABLE UPON REQUEST). 12 TRASH AND CONSTRUCTION-RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED TRASH AND CONSTRUCTION-RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 13 SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 14 ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. 15 DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMPS ARE INSTALLED AND FUNCTIONING PROPERLY AS REQUIRED BY THE STATE CONSTRUCTION GENERAL PERMIT. A CONSTRUCTION SITE INSPECTION CHECKLIST AND INSPECTION LOG SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL.
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%%USURVEY INFORMATION
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UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS)
AutoCAD SHX Text 1 ALL SITE WORK SHALL BE IN CONFORMANCE WITH THE UNIFORM FEDERAL ACCESSIBILITY ALL SITE WORK SHALL BE IN CONFORMANCE WITH THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS EXCEPT AS MODIFIED BY THE DEPARTMENT OF VETERANS AFFAIRS BARRIER FREE DESIGN GUIDE (PG-18-13). 2 CURB RAMPS SHALL BE A MINIMUM OF 4 FEET WIDE AND NOT EXCEED A SLOPE OF 1:20 CURB RAMPS SHALL BE A MINIMUM OF 4 FEET WIDE AND NOT EXCEED A SLOPE OF 1:20 (5%). 3 RAMPS ARE DEFINED AS ANY WALKWAY BETWEEN SLOPES OF 1:33 (3%) AND 1:20 (5%), AND RAMPS ARE DEFINED AS ANY WALKWAY BETWEEN SLOPES OF 1:33 (3%) AND 1:20 (5%), AND SHALL HAVE A MAXIMUM CROSS SLOPE OF 2%. RAMPS SHALL HAVE INTERMEDIATE (2% MAXIMUM SLOPE) LANDINGS A MINIMUM OF 72" BY 72" IN SIZE. LANDINGS SHALL BE EVERY 40 FEET FOR RAMPS BETWEEN 1:33 AN 1:24, AND EVERY 35 FEET FOR RAMPS BETWEEN 1:25 AND 1:20. ALL RAMPS SHALL HAVE HANDRAILS (SEE ARCHITECTURAL PLANS). 4. MAXIMUM CROSS SLOPE ON ANY SIDEWALK OR RAMP SHALL BE 2% MAXIMUM. SLOPE WITHIN MAXIMUM CROSS SLOPE ON ANY SIDEWALK OR RAMP SHALL BE 2% MAXIMUM. SLOPE WITHIN PARKING STALLS DESIGNATED AS ACCESSIBLE PARKING SHALL BE 2 % IN ANY DIRECTION.
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FENCE PLAN :FENCE NO. 10-11
VHAHONMurraP Draft
BUS
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B U M P
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B-19 B-19A
GENERATOR
B-5
PUMPHOUSE
STAGING
AREA
G E N E R A
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LT
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#2
FUEL TANK
#1
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O2
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O2
TANK
DIESEL
TANK
DIESEL
B-8
STORAGE
SHEDS
B-7
GASOLINE
PUMP &
TANKS
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PUMPHOUSE
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OXYGEN STORAGE
CANOPY
O P C
A N C
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TOILETS
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ELEVATOR
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S P E E D
B U M P
B-31
COMMUNITY
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B-3
ENGINEERING
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BOILER PLANT
WAREHOUSE
B-32
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OPC
MENTAL
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HEALTH
FREEDOM
CLINIC
HOSPITAL B-24
LIBERTY
BLDG
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CENTER
VALOR BLDG
BLDG
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BOILER PLANT
WAREHOUSE
B-32
OUTPATIENT
OPC
MENTAL
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HEALTH
FREEDOM
CLINIC
HOSPITAL B-24
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BLDG
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CENTER
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BLDG
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INDEPENDENCE BLDG
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BARN
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Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
BID SET RE-SUBMITTAL
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
IMPROVE SITE ACCESS AND
PHYSICAL SECURITY
DEFICIENCIES
VAMC, FRESNO, CA, 93703
570-19-107
Project Director
03-17-2023Revisions: Date: Dwg. of
35% SCHEMATIC DESIGN
65% DESIGN DEVELOPMENT
315 ARDEN AVE, SUITE #23,
t: 888.900.3823 www.schwabeng.com
GLENDALE, CA 91203
PROJECT NO.: S60204180.00
11/12/2021 06/07/2021
95% CONSTRUCTION DOCUMENT 07/18/2022
100% CONSTRUCTION DOCUMENT 10/03/2022
BID SET SUBMITTAL 10/31/2022
BID SET RE-SUBMITTAL 03/17/2023
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V A
M O N U M E N T
S
IG
N
SOLAR PANELS
BUS
B U S
BUS
EL 308.5
EL 308.5
MAIN
ENTRANCE
SIGN
V A
M O N U M E N T
S
IG
N
M O N U M E N T
S
IG
N
S P E E D
B U M P
MAIN
B-19 B-19A
GENERATOR
B-5
PUMPHOUSE
STAGING
AREA
G E N E R A
TO
R
G E N E R A
TO
R
G E N E R A
TO
R
G E N E R A
TO
R
G E N E R A
TO
R
SWITCHGEARSWITCHGEAR
U
TI
LI
TY
V A U
LT
FUEL TANK
#2
FUEL TANK
#1
TANK
O2
TANK
O2
TANK
DIESEL
TANK
DIESEL
B-8
STORAGE
SHEDS
B-7
GASOLINE
PUMP &
TANKS
B-4
PUMPHOUSE
B-17 LIQUID
OXYGEN STORAGE
CANOPY
O P C
A N C
IL
LA
R Y
SH
EL
TE
R S
M O K
IN
G
H
YD
R O N
IC
S
U
TI
LI
TY
P
A D
B-24
TOILETS
T-5
ENGR. TRAILER
B-18
ELEVATOR
SOLAR PANELS
SOLAR PANELS
S P E E D
B U M P
B-31
COMMUNITY
B-1
MAIN
B-3
ENGINEERING
B-2
BOILER PLANT
WAREHOUSE
B-32
OUTPATIENT
OPC
MENTAL
B-25
B-34
MENTAL HEALTH
HEALTH
FREEDOM
CLINIC
HOSPITAL B-24
LIBERTY
BLDG
LIVING
CENTER
VALOR BLDG
BLDG
B-27
MENTAL HEALTH
INDEPENDENCE BLDG
B-36
BARN
B-24
AUDITORIUM
B-24 BREEZEWAY
B-22
CHILLER
B-22A
CHILLER
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AL
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BBQ
PARKING LOT A
PARKING LOT B
PA
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IN
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PA
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PARKING LOT G
PARKING LOT D
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BUILDING
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MOTORCYCLES
YIELD
YIELD
B-31
COMMUNITY
B-1
MAIN
B-3
ENGINEERING
B-2
BOILER PLANT
WAREHOUSE
B-32
OUTPATIENT
OPC
MENTAL
B-25
B-34
MENTAL HEALTH
HEALTH
FREEDOM
CLINIC
HOSPITAL B-24
LIBERTY
BLDG
LIVING
CENTER
VALOR BLDG
BLDG
B-27
MENTAL HEALTH
INDEPENDENCE BLDG
B-36
BARN
B-24
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B-24 BREEZEWAY
B-22
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Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
BID SET RE-SUBMITTAL
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
IMPROVE SITE ACCESS AND
PHYSICAL SECURITY
DEFICIENCIES
VAMC, FRESNO, CA, 93703
570-19-107
Project Director
03-17-2023Revisions: Date: Dwg. of
35% SCHEMATIC DESIGN
65% DESIGN DEVELOPMENT
315 ARDEN AVE, SUITE #23,
t: 888.900.3823 www.schwabeng.com
GLENDALE, CA 91203
PROJECT NO.: S60204180.00
11/12/2021 06/07/2021
95% CONSTRUCTION DOCUMENT 07/18/2022
100% CONSTRUCTION DOCUMENT 10/03/2022
BID SET SUBMITTAL 10/31/2022
BID SET RE-SUBMITTAL 03/17/2023
GATE# 1 CONSTRUCTION DEMO
MQ JP
CD-03
9 110
EXISTING IMPROVEMENT TO REMAIN
EXISTING CURB AND GUTTER TO BE DEMOLISHED
EXISTING DRIVEWAY AND PAVEMENT TO BE DEMOLISHED
SAW CUT LOCATION OF EXISTING PAVEMENT
EXISTING PLANTER AREA TO BE DEMOLISHED
EXISTING HANDICAP RAMP TO BE DEMOLISHED
PROTECT EXISTING UNDERGROUND UTILITIES IN PLACE
EXISTING CURB/GUTTER SAW CUT LOCATION
REMOVE EXISTING ROCK
REMOVE EXISTING TREE AND ROOT SYSTEM
EXISTING STREET SIGNAGE TO REMOVE AND RELOCATE
EXISTING CURB TO BE DEMOLISHED
LIMIT OF DEMOLITION
EXISTING SIDEWALK TO BE DEMOLISHED
EXISTING ASPHALT AREA TO BE DEMOLISHED
DEMOLITION NOTES
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DEMOLITION NOTES
AutoCAD SHX Text 1 ANY EXISTING STREET SIGNS ARE INSIDE THE AREA OF DEMOLITION ANY EXISTING STREET SIGNS ARE INSIDE THE AREA OF DEMOLITION AND SHOWN TO BE REMOVED, MUST NEED TO BE REINSTALLED AT THE STREET SIDE AND NEXT TO THE PROPOSED DEVELOPMENT. ALL RELOCATED SIGNS NEED TO BE VISIBLE. 2 THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF THE THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF THE SITE AND SHALL REMOVE AND DISPOSE OF ALL STRUCTURES ABOVE AND OR BELOW GROUND UNLESS OTHERWISE NOTED. ANY HAZARDOUS MATERIALS ENCOUNTERED SHALL BE HANDLED AND REMOVED AS REQUIRED BY VA, LOCAL AND/OR STATE LAWS AT NO COST TO THE OWNER. 3 THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DAMAGE THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DAMAGE TO EXISTING HARDSCAPE IMPROVEMENTS, UTILITY FACILITIES, AND LANDSCAPING FEATURES THAT ARE NOT AFFECTED BY THESE PLANS. 4 THE CONTRACTOR SHALL PERFORM AND BE RESPONSIBLE FOR ALL THE CONTRACTOR SHALL PERFORM AND BE RESPONSIBLE FOR ALL CLEARING AND GRUBBING OPERATIONS AS NECESSARY TO COMPLETE THE WORK, INCLUDING TRANSFORMATION AND DISPOSAL OF ALL REMOVED MATERIALS AND ALL ASSOCIATED COSTS. 5 THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY AND IN ACCORDANCE WITH ALL GOVERNING AGENCIES.
AutoCAD SHX Text
EXISTING ADA RAMP TO REMAIN
DEMO LIMIT
U S
MAIN
ENTRANCE
SIGN
SOLAR PANELS
S P E E D
B U M P
PARKING LOT BPARKING LOT BPARKING LOT B
BUS
B U S
BUS
EL 308.5
EL 308.5
MAIN
ENTRANCE
SIGN
V A
M O N U M E N T
S
IG
N
M O N U M E N T
S
IG
N
S P E E D
B U M P
MAIN
B-19 B-19A
GENERATOR
B-5
PUMPHOUSE
STAGING
AREA
G E N E R A
TO
R
G E N E R A
TO
R
G E N E R A
TO
R
G E N E R A
TO
R
G E N E R A
TO
R
SWITCHGEARSWITCHGEAR
U
TI
LI
TY
V A U
LT
FUEL TANK
#2
FUEL TANK
#1
TANK
O2
TANK
O2
TANK
DIESEL
TANK
DIESEL
B-8
STORAGE
SHEDS
B-7
GASOLINE
PUMP &
TANKS
B-4
PUMPHOUSE
B-17 LIQUID
OXYGEN STORAGE
CANOPY
O P C
A N C
IL
LA
R Y
SH
EL
TE
R S
M O K
IN
G
H
YD
R O N
IC
S
U
TI
LI
TY
P
A D
B-24
TOILETS
T-5
ENGR. TRAILER
B-18
ELEVATOR
SOLAR PANELS
SOLAR PANELS
S P E E D
B U M P
B-31
COMMUNITY
B-1
MAIN
B-3
ENGINEERING
B-2
BOILER PLANT
WAREHOUSE
B-32
OUTPATIENT
OPC
MENTAL
B-25
B-34
MENTAL HEALTH
HEALTH
FREEDOM
CLINIC
HOSPITAL B-24
LIBERTY
BLDG
LIVING
CENTER
VALOR BLDG
BLDG
B-27
MENTAL HEALTH
INDEPENDENCE BLDG
B-36
BARN
B-24
AUDITORIUM
B-24 BREEZEWAY
B-22
CHILLER
B-22A
CHILLER
W
AL
K
OF
H
ON
OR
MODULAR 2
LOT C
BBQ
PARKING LOT A
PARKING LOT B
PA
RK
IN
G
LO
T
C
PARKING LOT E
PA
RK
IN
G
LO
T
F
PARKING LOT G
PARKING LOT D
CLC
BUILDING
PA
RK
IN
G
LO
T
H
MOTORCYCLES
YIELD
YIELD
B-31
COMMUNITY
B-1
MAIN
B-3
ENGINEERING
B-2
BOILER PLANT
WAREHOUSE
B-32
OUTPATIENT
OPC
MENTAL
B-25
B-34
MENTAL HEALTH
HEALTH
FREEDOM
CLINIC
HOSPITAL B-24
LIBERTY
BLDG
LIVING
CENTER
VALOR BLDG
BLDG
B-27
MENTAL HEALTH
INDEPENDENCE BLDG
B-36
BARN
B-24
AUDITORIUM
B-24 BREEZEWAY
B-22
CHILLER
B-22A
CHILLER
W
AL
K
OF
H
ON
OR
YIELD
YIELD
MODULAR 2
LOT C
BBQ
PARKING LOT A
PARKING LOT B
PA
RK
IN
G
LO
T
C
PARKING LOT E
PA
RK
IN
G
LO
T
F
PARKING LOT G
PARKING LOT D
EL 308.5
EL 308.5
PA
RK
IN
G
LO
T
H
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
BID SET RE-SUBMITTAL
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
IMPROVE SITE ACCESS AND
PHYSICAL SECURITY
DEFICIENCIES
VAMC, FRESNO, CA, 93703
570-19-107
Project Director
03-17-2023Revisions: Date: Dwg. of
35% SCHEMATIC DESIGN
65% DESIGN DEVELOPMENT
315 ARDEN AVE, SUITE #23,
t: 888.900.3823 www.schwabeng.com
GLENDALE, CA 91203
PROJECT NO.: S60204180.00
11/12/2021 06/07/2021
95% CONSTRUCTION DOCUMENT 07/18/2022
100% CONSTRUCTION DOCUMENT 10/03/2022
BID SET SUBMITTAL 10/31/2022
BID SET RE-SUBMITTAL 03/17/2023
GATE# 2 CONSTRUCTION DEMO
MQ JP
CD-04
10 110
3 3
EXISTING IMPROVEMENT TO REMAIN
EXISTING CURB AND GUTTER TO BE DEMOLISHED
EXISTING DRIVEWAY AND PAVEMENT TO BE DEMOLISHED
SAW CUT LOCATION OF EXISTING PAVEMENT
EXISTING PLANTER AREA TO BE DEMOLISHED
EXISTING HANDICAP RAMP TO BE DEMOLISHED
PROTECT EXISTING UNDERGROUND UTILITIES IN PLACE
EXISTING CURB/GUTTER SAW CUT LOCATION
EXISTING STREET BUMP TO REMAIN
REMOVE EXISTING TREE AND ROOT SYSTEM
EXISTING STREET SIGNAGE TO REMOVE AND RELOCATE
EXISTING CURB TO BE DEMOLISHED
LIMIT OF DEMOLITION
EXISTING SIDEWALK TO BE DEMOLISHED
EXISTING TRAFFIC BARRIER TO BE DEMOLISHED
DEMOLITION NOTES
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MOHAMMAD
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EXP. 06/30/23
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DEMOLITION NOTES
AutoCAD SHX Text 1 ANY EXISTING STREET SIGNS ARE INSIDE THE AREA OF DEMOLITION ANY EXISTING STREET SIGNS ARE INSIDE THE AREA OF DEMOLITION AND SHOWN TO BE REMOVED, MUST NEED TO BE REINSTALLED AT THE STREET SIDE AND NEXT TO THE PROPOSED DEVELOPMENT. ALL RELOCATED SIGNS NEED TO BE VISIBLE. 2 THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF THE THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF THE SITE AND SHALL REMOVE AND DISPOSE OF ALL STRUCTURES ABOVE AND OR BELOW GROUND UNLESS OTHERWISE NOTED. ANY HAZARDOUS MATERIALS ENCOUNTERED SHALL BE HANDLED AND REMOVED AS REQUIRED BY VA, LOCAL AND/OR STATE LAWS AT NO COST TO THE OWNER. 3 THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DAMAGE THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DAMAGE TO EXISTING HARDSCAPE IMPROVEMENTS, UTILITY FACILITIES, AND LANDSCAPING FEATURES THAT ARE NOT AFFECTED BY THESE PLANS. 4 THE CONTRACTOR SHALL PERFORM AND BE RESPONSIBLE FOR ALL THE CONTRACTOR SHALL PERFORM AND BE RESPONSIBLE FOR ALL CLEARING AND GRUBBING OPERATIONS AS NECESSARY TO COMPLETE THE WORK, INCLUDING TRANSFORMATION AND DISPOSAL OF ALL REMOVED MATERIALS AND ALL ASSOCIATED COSTS. 5 THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY AND IN ACCORDANCE WITH ALL GOVERNING AGENCIES.
AutoCAD SHX Text
EXISTING ADA RAMP TO REMAIN
DEMO LIMIT
EL 308.5
CLC
BUILDING
PA
RK
IN
G
LO
T
H
EL 308.5
PA
RK
IN
G
LO
T
H
CLC
BUILDING
PA
RK
IN
G
LO
T
H
BUS
B U S
BUS
EL 308.5
EL 308.5
MAIN
ENTRANCE
SIGN
V A
M O N U M E N T
S
IG
N
M O N U M E N T
S
IG
N
S P E E D
B U M P
MAIN
B-19 B-19A
GENERATOR
B-5
PUMPHOUSE
STAGING
AREA
G E N E R A
TO
R
G E N E R A
TO
R
G E N E R A
TO
R
G E N E R A
TO
R
G E N E R A
TO
R
SWITCHGEARSWITCHGEAR
U
TI
LI
TY
V A U
LT
FUEL TANK
#2
FUEL TANK
#1
TANK
O2
TANK
O2
TANK
DIESEL
TANK
DIESEL
B-8
STORAGE
SHEDS
B-7
GASOLINE
PUMP &
TANKS
B-4
PUMPHOUSE
B-17 LIQUID
OXYGEN STORAGE
CANOPY
O P C
A N C
IL
LA
R Y
SH
EL
TE
R S
M O K
IN
G
H
YD
R O N
IC
S
U
TI
LI
TY
P
A D
B-24
TOILETS
T-5
ENGR. TRAILER
B-18
ELEVATOR
SOLAR PANELS
SOLAR PANELS
S P E E D
B U M P
B-31
COMMUNITY
B-1
MAIN
B-3
ENGINEERING
B-2
BOILER PLANT
WAREHOUSE
B-32
OUTPATIENT
OPC
MENTAL
B-25
B-34
MENTAL HEALTH
HEALTH
FREEDOM
CLINIC
HOSPITAL B-24
LIBERTY
BLDG
LIVING
CENTER
VALOR BLDG
BLDG
B-27
MENTAL HEALTH
INDEPENDENCE BLDG
B-36
BARN
B-24
AUDITORIUM
B-24 BREEZEWAY
B-22
CHILLER
B-22A
CHILLER
W
AL
K
OF
H
ON
OR
MODULAR 2
LOT C
BBQ
PARKING LOT A
PARKING LOT B
PA
RK
IN
G
LO
T
C
PARKING LOT E
PA
RK
IN
G
LO
T
F
PARKING LOT G
PARKING LOT D
CLC
BUILDING
PA
RK
IN
G
LO
T
H
MOTORCYCLES
YIELD
YIELD
B-31
COMMUNITY
B-1
MAIN
B-3
ENGINEERING
B-2
BOILER PLANT
WAREHOUSE
B-32
OUTPATIENT
OPC
MENTAL
B-25
B-34
MENTAL HEALTH
HEALTH
FREEDOM
CLINIC
HOSPITAL B-24
LIBERTY
BLDG
LIVING
CENTER
VALOR BLDG
BLDG
B-27
MENTAL HEALTH
INDEPENDENCE BLDG
B-36
BARN
B-24
AUDITORIUM
B-24 BREEZEWAY
B-22
CHILLER
B-22A
CHILLER
W
AL
K
OF
H
ON
OR
YIELD
YIELD
MODULAR 2
LOT C
BBQ
PARKING LOT A
PARKING LOT B
PA
RK
IN
G
LO
T
C
PARKING LOT E
PA
RK
IN
G
LO
T
F
PARKING LOT G
PARKING LOT D
EL 308.5
EL 308.5
PA
RK
IN
G
LO
T
H
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
BID SET RE-SUBMITTAL
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
IMPROVE SITE ACCESS AND
PHYSICAL SECURITY
DEFICIENCIES
VAMC, FRESNO, CA, 93703
570-19-107
Project Director
03-17-2023Revisions: Date: Dwg. of
35% SCHEMATIC DESIGN
65% DESIGN DEVELOPMENT
315 ARDEN AVE, SUITE #23,
t: 888.900.3823 www.schwabeng.com
GLENDALE, CA 91203
PROJECT NO.: S60204180.00
11/12/2021 06/07/2021
95% CONSTRUCTION DOCUMENT 07/18/2022
100% CONSTRUCTION DOCUMENT 10/03/2022
BID SET SUBMITTAL 10/31/2022
BID SET RE-SUBMITTAL 03/17/2023
PARKING LOT H DEMO
MQ JP
CD-05
11 110
4 4
EXISTING IMPROVEMENT TO REMAIN
EXISTING CURB AND GUTTER TO BE DEMOLISHED
EXISTING DRIVEWAY AND PAVEMENT TO BE DEMOLISHED
SAW CUT LOCATION OF EXISTING PAVEMENT
EXISTING PLANTER AREA TO BE DEMOLISHED
EXISTING HANDICAP RAMP TO BE DEMOLISHED
PROTECT EXISTING UNDERGROUND UTILITIES IN PLACE
EXISTING CURB/GUTTER SAW CUT LOCATION
REMOVE EXISTING LIGHT POLE (SEE ELECTRICAL PLAN)
REMOVE EXISTING TREE AND ROOT SYSTEM
EXISTING STREET SIGNAGE TO REMOVE AND RELOCATE
EXISTING GUTTER TO BE DEMOLISHED
LIMIT OF DEMOLITION
DEMOLITION NOTES
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