ATTACHMENT 13 - Civil.pdf
PDF 18 MB Posted
- Solicitation number
- 36C77621B0009
About this file
This document provides details for a federal contract solicitation to expand and renovate a building for urgent and primary care services. The Department of Veterans Affairs Technology Acquisition Center Austin is soliciting bids under number 36C77621B0009 to completely prepare the site for building operations, including demolition and removal of existing structures, and furnish all labor, materials, and work. The contractor will expand and renovate building B400 at the Tomah VA medical center to provide urgent and primary care as outlined in the attached drawings and specifications. Bids are due based on the standard solicitation timeline and award will be made to the responsible bidder whose bid conforms to the solicitation and is most advantageous to the government considering only price and other factors included in the solicitation.
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Text version
1"=10' F1
CIVIL DEMOLITION PLAN
U.S. Department of Veterans Affairs
C&S Engineers, Inc.
2575 E. Camelback Rd, Suite 740 Phoenix, AZ 85016 Phone: 602-997-7536 Fax: 602-997-7592 www.cscos.com
Obernel 1331 Tyler Street NE Suite 201 Minneapolis, MN 55413 Phone: (612) 249-5600 www.obernel.com
Hinman Consulting Engineers 601 California Street Suite, 1710 San Francisco, CA 94108 Phone: (415) 621-4423 www.hce.com
676-19-327
CIVIL DEMOLITION PLAN
1. ALL WORK DETAILED ON THESE PLANS AND PERFORMED UNDER THIS CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
PROJECT SPECIFICATIONS AND THE GEOTECHNICAL REPORT. WHERE APPLICABLE, CITY OF TOMAH CODE OF ORDINANCES SHALL APPLY.
2. THE CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE, AND FEDERAL LAWS, RULES AND REGULATIONS WHICH APPLY TO THE
CONSTRUCTION OF THESE IMPROVEMENTS, INCLUDING EPA REGULATIONS WITH RESPECT TO STORM WATER DISCHARGE.
3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL POTENTIAL
OBSTRUCTIONS INCLUDING ALL UNDERGROUND UTILITIES. THE CONTRACTOR'S SURVEYOR SHALL DOCUMENT THE HORIZONTAL LOCATION
AND ELEVATION OF UTILITIES THAT ARE EXPOSED. SHOULD A CONFLICT EXIST, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING
OFFICER'S REPRESENTATIVE (COR) OR ENGINEER SO THE CONFLICT CAN BE RESOLVED WITH A MINIMUM AMOUNT OF DELAY.
4. ALL ELECTRICAL, TELEPHONE, CABLE TV, GAS AND OTHER UTILITY LINES, CABLES, AND APPURTENANCES ENCOUNTERED DURING
CONSTRUCTION THAT REQUIRE RELOCATION, SHALL BE COORDINATED WITH THE COR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATION OF ALL NECESSARY UTILITY ADJUSTMENTS. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR DELAYS OR
INCONVENIENCES CAUSED BY UTILITY COMPANY WORK CREWS. THE CONTRACTOR MAY BE REQUIRED TO RESCHEDULE HIS ACTIVITIES TO
ALLOW UTILITY CREWS TO PERFORM THEIR REQUIRED WORK.
5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITY LINES WITHIN THE CONSTRUCTION AREA. ANY DAMAGE TO
EXISTING FACILITIES CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE AND
APPROVED BY THE CONSTRUCTION OBSERVER.
6. CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE PROPERTY AND/OR PROJECT LIMITS. ANY DAMAGE TO ADJACENT PROPERTIES
RESULTING FROM CONSTRUCTION PROCESS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.
7. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT SHALL NOT OBSTRUCT DRIVEWAYS OR DESIGNATED TRAFFIC LANES. THE
CONTRACTOR SHALL NOT STORE ANY EQUIPMENT OR MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY.
8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR THE PROJECT PRIOR TO COMMENCING CONSTRUCTION (I.E. BARRICADING, TOPSOIL DISTURBANCE, EXCAVATION PERMITS, EPA STORM WATER PERMITS, ETC.)
9. ALL PROPERTY CORNERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ALL PROPERTY
CORNERS MUST BE RESET BY A REGISTERED LAND SURVEYOR.
10. THE CONTRACTOR SHALL PREPARE A CONSTRUCTION TRAFFIC CONTROL AND SIGNING PLAN AND OBTAIN APPROVAL OF SUCH PLAN FROM
THE CONTRACT OFFICER'S REPRESENTATIVE (COR), PRIOR TO BEGINNING ANY CONSTRUCTION WORK ON OR ADJACENT TO EXISTING
STREETS.
11. ALL BARRICADES AND CONSTRUCTION SIGNING SHALL CONFORM TO APPLICABLE SECTIONS OF THE "MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES" (MUTCD), US DEPARTMENT OF TRANSPORTATION, LATEST EDITION.
12. THE CONTRACTOR SHALL MAINTAIN ALL CONSTRUCTION BARRICADES AND SIGNING AT ALL TIMES. THE CONTRACTOR SHALL VERIFY THE
PROPER LOCATION OF ALL BARRICADING AT THE END AND BEGINNING OF EACH DAY.
13. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO CONFORM WITH EPA REQUIREMENTS, INCLUDING COMPLIANCE WITH NPDES
PHASE 2 REQUIREMENTS. THIS INCLUDES PREPARATION OF A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), FILING THE NOTICE OF
INTENT AND MAINTENANCE OF SWPPP BEST MANAGEMENT PLANS (BMP'S).
14. SEE SHEET VF101 FOR CIVIL ABBREVIATIONS.
NOTE:
UTILITY BURY DEPTHS NOT VERIFIED. CONTRACTOR TO POTHOLE VERIFY ALL UTILITIES WITHIN CONSTRUCTION AREA PRIOR TO
CONSTRUCTION. SEE SHEET CU101 "UTILITY SEPARATION NOTES" FOR STANDARD UTILITY DEPTH AND SEPARATION REQUIREMENTS.
EXISTING ELECTRICAL CONDUIT / LINE TO BE REMOVED
EXISTING STORM DRAIN PIPE TO BE REMOVED
EXISTING TREE TO BE REMOVED
EXISTING STORM DRAIN CATCH BASIN TO BE REMOVED
LEGEND
LIMITS OF CONSTRUCTION
WATERLINE
SANITARY SEWER LINE
STORM DRAIN LINE
UNDERGROUND ELECTRICAL LINE
EX. CONCRETE
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
WATER VALVE
SIDEWALK
UNDERGROUND GAS LINE
EXISTING PROPOSED
WATERLINE - FIRE
CURB
SEWER CLEAN-OUT
STORM DRAIN INLET
UTILITY LINE CAP
EX. SIDEWALK TO BE REMOVED
EX. LANDSCAPE TO BE REMOVED
EX. TO BE REMOVED
CONSTRUCTION FENCING
010' 10' 20'5'
EXISTING CONCRETE SIDEWALK TO BE REMOVED
NTS
A5
PHOTO #1
A5
CD101
NTS
A7
PHOTO #2
A7
CD101
NTS
C5
PHOTO #3
NTS
C7
PHOTO #4
C5
CD101
C7
CD101
NTS
E7
PHOTO #5
NTS
F7
PHOTO #6
E7
CD101
F7
CD101
18" CONCRETE CURB AND GUTTER REMOVAL
QUANTITY UNITS
LF
DESCRIPTION
EXISTING TREE/SHRUB REMOVAL EA18
EXISTING SIDEWALK SF145
SF3,254
EXISTING CONCRETE CONCRETE CURB TO BE REMOVED
EXISTING LANDSCAPE REMOVAL
EXISTING STORM DRAIN (8" & 12") LF88
EXISTING ELECTRICAL CONDUIT SF70
EXISTING UTILITY BOX TO REMAIN
EXISTING LANDSCAPE TO BE REMOVED
NOT USED
STREET LIGHT
EXISTING BUILDING WALL
1"=10'
CIVIL SITE PLAN
U.S. Department of Veterans Affairs
C&S Engineers, Inc.
2575 E. Camelback Rd, Suite 740 Phoenix, AZ 85016 Phone: 602-997-7536 Fax: 602-997-7592 www.cscos.com
Obernel 1331 Tyler Street NE Suite 201 Minneapolis, MN 55413 Phone: (612) 249-5600 www.obernel.com
Hinman Consulting Engineers 601 California Street Suite, 1710 San Francisco, CA 94108 Phone: (415) 621-4423 www.hce.com
676-19-327
CIVIL SITE PLAN
"LIMITS OF CONSTRUCTION" IDENTIFIES AN IMAGINARY LINE AROUND ALL AREAS IN WHICH
CONSTRUCTION WILL OCCUR. SOME ADDITIONAL AREAS MAY BE IMPACTED BY UTILITY
INFRASTRUCTURE TIE-INS. COORDINATE WITH COR.
"LIMITS OF CONTRACTOR FENCED AREA" IDENTIFIES THE CONTRACTOR'S FENCE (TO COMPLY
WITH VA STANDARDS) AROUND THE BUILDING CONSTRUCTION AREA. COORDINATE WITH COR.
"OPTIONAL TEMPORARY CONTRACTOR MATERIAL LAYDOWN AREA" IDENTIFIES AREAS FOR
CONTRACTOR TO TEMPORARILY STAGE MATERIALS.
EXISTING PROPOSED
LIMITS OF CONSTRUCTION
EX. CONCRETE
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
WATER VALVE
SIDEWALK
FENCE
SEWER/STORM PVC CLEAN-OUT
STORM DRAIN INLET
010' 10' 20'5'
1"=20'
CIVIL SITE PLAN - STAGING AREA
U.S. Department of Veterans Affairs
C&S Engineers, Inc.
2575 E. Camelback Rd, Suite 740 Phoenix, AZ 85016 Phone: 602-997-7536 Fax: 602-997-7592 www.cscos.com
Obernel 1331 Tyler Street NE Suite 201 Minneapolis, MN 55413 Phone: (612) 249-5600 www.obernel.com
Hinman Consulting Engineers 601 California Street Suite, 1710 San Francisco, CA 94108 Phone: (415) 621-4423 www.hce.com
676-19-327
CIVIL SITE PLAN
STAGING AREA
"LIMITS OF CONSTRUCTION" IDENTIFIES AN IMAGINARY LINE AROUND ALL AREAS IN WHICH
CONSTRUCTION WILL OCCUR. SOME ADDITIONAL AREAS MAY BE IMPACTED BY UTILITY
INFRASTRUCTURE TIE-INS. COORDINATE WITH COR.
"LIMITS OF CONTRACTOR FENCED AREA" IDENTIFIES THE CONTRACTOR'S FENCE (TO COMPLY
WITH VA STANDARDS) AROUND THE BUILDING CONSTRUCTION AREA. COORDINATE WITH COR.
"OPTIONAL TEMPORARY CONTRACTOR MATERIAL LAYDOWN AREA" IDENTIFIES AREAS FOR
CONTRACTOR TO TEMPORARILY STAGE MATERIALS.
EXISTING PROPOSED
LIMITS OF CONSTRUCTION
EX. CONCRETE
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
WATER VALVE
SIDEWALK
FENCE
SEWER/STORM PVC CLEAN-OUT
STORM DRAIN INLET
020' 20' 40'10'
C
1"=10' F1
CIVIL GRADING PLAN
U.S. Department of Veterans Affairs
C&S Engineers, Inc.
2575 E. Camelback Rd, Suite 740 Phoenix, AZ 85016 Phone: 602-997-7536 Fax: 602-997-7592 www.cscos.com
Obernel 1331 Tyler Street NE Suite 201 Minneapolis, MN 55413 Phone: (612) 249-5600 www.obernel.com
Hinman Consulting Engineers 601 California Street Suite, 1710 San Francisco, CA 94108 Phone: (415) 621-4423 www.hce.com
676-19-327
CIVIL GRADING PLAN
LIMITS OF CONSTRUCTION
BACK OF CURB
CONCRETE
SIDEWALK
EXISTING PROPOSED
SLOPE AND FLOW DIRECTION
QUANTITY UNITS
5" CONCRETE SIDEWALK SF
DESCRIPTION
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
STREET LIGHT
SEWER CLEAN-OUT
STORM DRAIN INLET
6" CONCRETE CURB LF
LF
SF
UTILITY TRENCH LF
CONSTRUCTION FENCING LF578
(2) 6' CONSTRUCTION GATE EA1
CONSTRUCTION SIGN EA1
SAFETY SIGN EA1
010' 10' 20'5'
CONSTRUCT 6" CONCRETE CURB - SEE DETAIL B1, SHEET CG501
CONSTRUCT 5" CONCRETE SIDEWALK - SEE DETAIL C4, SHEET CG501
CONSTRUCT UTILITY TRENCH - SEE DETAIL B3 AND D3, SHEET CG501
CONSTRUCT CATCH BASIN - SEE SHEET CU101 FOR ADDITIONAL INFORMATION
DRAINAGE SWALE FLOW LINE
FLOW LINE
CONSTRUCT TEMPORARY CHAIN LINK FENCE W/ SIGNS
CONSTRUCT TEMPORARY CHAIN LINK FENCE GATE - (2) 6' CENTER LOCKING
CONSTRUCTION FENCING
18" CONCRETE CURB AND GUTTER
CONSTRUCT 18" CONCRETE CURB AND GUTTER - SEE DETAIL A6, SHEET CG501
2" A.C. REPLACEMENT AT TRENCH
CONSTRUCT ACCESSIBLE RAMP - SEE DETAIL F4, SHEET CG501
ACCESSIBLE RAMP W/ TRUNCATED DOME DETECTABLE WARNING EA1
CONSTRUCT GRASS SOD LANDSCAPING - NO IRRIGATION SYSTEM
CONSTRUCT STRUCTURAL DESIGNED CONCRETE STOOP - SEE STRUCTURAL PLANS
GRASS
- SEE DETAIL E6, SHEET CG502
- SEE DETAILS C6, D1, & F1, SHEET CG502
12 CONSTRUCT CONSTRUCTION AND SAFETY SIGN - SEE DETAIL F8, SHEET CG501
13 CONSTRUCT 2' WIDE STRIP LANDSCAPE ROCK - SEE DETAIL F1, SHEET CG501
LANDSCAPE ROCK 1" ANGULAR
GRAVEL - COLOR "CANYON GOLD"
LANDSCAPE SOD GRASS SF718
LANDSCAPE ROCK 1" ANGULAR GRAVEL SF136
14 CONSTRUCT INLET PROTECTION - SEE DETAILS C1 & C3, SHEET CG502
U.S. Department of Veterans Affairs
C&S Engineers, Inc.
2575 E. Camelback Rd, Suite 740 Phoenix, AZ 85016 Phone: 602-997-7536 Fax: 602-997-7592 www.cscos.com
Obernel 1331 Tyler Street NE Suite 201 Minneapolis, MN 55413 Phone: (612) 249-5600 www.obernel.com
Hinman Consulting Engineers 601 California Street Suite, 1710 San Francisco, CA 94108 Phone: (415) 621-4423 www.hce.com
676-19-327
CIVIL DETAIL SHEET 1
NOT TO SCALE VA STD. SD010000-01
F5
U.S. Department of Veterans Affairs
U.S. Department of Veterans Affairs
THIS PROJECT HAS WORKED 000 DAYS
WITHOUT A LOST TIME ACCIDENT
NOT TO SCALE
PIP
E
OD
12"
MIN
MAX
(TYP)
EXIST GRADE
4" MIN
BEDDING
B3
NOT TO SCALE
A4
NOT TO SCALE VA STD. SD320523-18
C4
B1
NOT TO SCALE
A6
D3
NOT TO SCALE VA STD. SD320523-18
F4
NOT TO SCALE
U.S. Department of Veterans Affairs
C&S Engineers, Inc.
2575 E. Camelback Rd, Suite 740 Phoenix, AZ 85016 Phone: 602-997-7536 Fax: 602-997-7592 www.cscos.com
Obernel 1331 Tyler Street NE Suite 201 Minneapolis, MN 55413 Phone: (612) 249-5600 www.obernel.com
Hinman Consulting Engineers 601 California Street Suite, 1710 San Francisco, CA 94108 Phone: (415) 621-4423 www.hce.com
676-19-327
CIVIL DETAIL SHEET 2
NOT TO SCALE
C1
NOT TO SCALE
C6
NOT TO SCALE
D1
NOT TO SCALE
C3
NOT TO SCALE
F1
NOT TO SCALE
E6
EX. SSMH #1
N:401172.8840
E:710302.8400
RIM:950.78
INV OUT:946.30 12" PVC
SSCO #A1
N:401186.5540
E:710172.3352
RIM:951.41
INV IN:948.12 6" PVC
INV OUT:948.02 6" Ductile Iron
9.18 LF 6" PVC @ 1.00%
BLDG CONNECTION
N:401186.4487
E:710163.1594
INV OUT:948.21 6" PVC
EX SDCB #2
N:401253.1630
E:710163.9190
RIM:950.44
INV IN:948.10 8" W
INV OUT:947.90 8" E
EX SDCB #3
N:401252.7910
E:710190.0740
RIM:950.10
INV IN:947.80 8" W
INV OUT:947.60 4" S
EX SDCB #4
N:401233.3620
E:710192.3790
RIM:949.35
INV IN:947.50 4" N
INV OUT:947.50 12" S
EX SDDI #1
N:401189.2380
E:710209.1460
RIM:950.28
INV IN:946.90 12" N
INV IN:947.00 12" W
INV OUT:946.80 12" S
EX SDMH #2
N:401120.8180
E:710227.5890
RIM:951.33
INV IN:945.60 12" N
INV IN:943.40 15" N
INV OUT:943.40 15" S
C
SDCO #B1
N:401190.4235
E:710174.5409
RIM:951.89
INV OUT:947.60 12" E
WYE CONNECTION
N:401112.4484
E:710254.4145
RIM:947.22
INV IN:946.63 6" Ductile Iron
INV IN:946.13 12" PVC
INV OUT:946.13 12" PVC
010' 10' 20'5'
1"=10' F1
CIVIL UTILITY PLAN
U.S. Department of Veterans Affairs
C&S Engineers, Inc.
2575 E. Camelback Rd, Suite 740 Phoenix, AZ 85016 Phone: 602-997-7536 Fax: 602-997-7592 www.cscos.com
Obernel 1331 Tyler Street NE Suite 201 Minneapolis, MN 55413 Phone: (612) 249-5600 www.obernel.com
Hinman Consulting Engineers 601 California Street Suite, 1710 San Francisco, CA 94108 Phone: (415) 621-4423 www.hce.com
676-19-327
CIVIL UTILITY PLAN
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION OF ALL WORK RELATED TO
MECHANICAL UTILITIES AS SHOWN ON THIS PLAN INCLUDING: TRENCHING, BACKFILL, SUPPORTS, CLEANOUT
PADS, SERVICE STOPS AND BOXES, SERVICE LINES, TESTING, CLEANING, AND STERILIZING. ANY WORK NOT
ACCEPTED BY THE ARCHITECT OR ENGINEER DUE TO IMPROPER WORKMANSHIP OR LACK OF PROPER
COORDINATION SHALL BE REMOVED AND CORRECTLY INSTALLED AT THE CONTRACTOR'S EXPENSE, AS
DIRECTED.
2. MINIMUM DEPTHS OF COVER SHALL BE: 36" FOR WATERLINES AND 48" FOR SEWER, EXCEPT AT BUILDING
CONNECTION.
3. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS
OTHERWISE STATED OR PROVIDED OF HEREON, BE CONSTRUCTED IN ACCORDANCE WITH THE IAPMO
UNIFORM PLUMBING CODE & NFPA 24, LATEST EDITION.
4. UTILITY LINES SHALL BE INSTALLED PRIOR TO PAVEMENT, CURB AND GUTTER, AND/OR SIDEWALK, AS
APPLICABLE.
5. ROUGH GRADING OF SITE (+/- 0.5') SHALL BE COMPLETED PRIOR TO INSTALLATION OF UTILITY LINES.
6. CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTIONS TO NEW AND EXISTING BUILDING DRAIN LINES AND
ALL NECESSARY FITTINGS.
7. ALL VALVES SHALL BE ANCHORED PER CITY OF MENLO PARK STANDARD DWG. WA-5.
8. FIRE LINES SHALL USE PIPE MATERIALS UNDERWRITERS LABORATORIES LISTED AND APPROVED FOR FIRE
SERVICE.
9. UTILITY LOCATIONS DETERMINED FROM VA MASTER UTILITY PLAN. CONTRACTOR SHALL VERIFY INVERTS
AND LOCATIONS OF EXISTING UTILITY LINES PRIOR TO BEGINNING OF WORK. ALL CONFLICTS SHALL BE
BROUGHT TO ATTENTION OF THE C.O.R. AND RESOLVED PRIOR TO BEGINNING OF WORK.
10. CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION OF FIRE
SERVICE LINES, AND PRIOR TO TESTING OF ALL WATERLINES. CONTRACTOR SHALL COMPLETE, SIGN, AND
SUBMIT THE "CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR UNDERGROUND PIPING" IN ACCORDANCE
WITH NFPA 24.
SEE PLUMBING PLANS FOR SANITARY SEWER CONNECTION WITHIN BUILDING FOOTPRINT AND ROOF DRAIN
CONNECTION TO PROPOSED STORM DRAIN PIPE AT BUILDING.
LIMITS OF CONSTRUCTION
WATERLINE
SANITARY SEWER LINE
STORM DRAIN LINE
UNDERGROUND ELECTRICAL LINE
CONCRETE SIDEWALK
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
WATER VALVE
SIDEWALK
UNDERGROUND GAS LINE
WATERLINE - FIRE
FENCE
SEWER/STORM PVC CLEAN-OUT
STORM DRAIN INLET
UTILITY LINE CAP
FIRE HYDRANT
QUANTITY UNITS
6" PVC SANITARY SEWER PIPE LF
DESCRIPTION
18" x 18" STROM DRAIN CATCH BASIN
EA36" PVC SANITARY/STORM SEWER CLEAN-OUT
EA1
1 1/4" PVC ELECTRICAL CONDUIT LF64
CONSTRUCT 6" PVC SANITARY SEWER PIPE
CONSTRUCT 6" PVC CLEAN-OUT - SEE DETAIL E9, SHEET CG502
CONSTRUCT 18"X18" STORM DRAIN CATCH BASIN - SEE DETAIL D1, SHEET CG501
CONSTRUCT 1 1/4" PVC ELECTRICAL CONDUIT
8" PVC STORM DRAIN LF85
CONSTRUCT 8" PVC STORM DRAIN PIPE
| GI000-COVER SHEET |
| GI001-PROJECT SHEET INDEX |
| GI050-GENERAL NOTES |
| GI101-B400 -LEVEL 1 -FIRE AND LIFE SAFETY PLAN & CODE DATA |
| GI102-B400 -LEVEL 2 -FIRE AND LIFE SAFETY PLAN & CODE DATA |
| GI104-B407 -LEVEL 3 -FIRE AND LIFE SAFETY PLAN & CODE DATA -DEDUCT ALT #1 & #2 |
| GI201-INFECTION CONTROL PLAN & INTERIM LIFE |
| GC101-PROJECT PHASING |
| GC102-PHASING PLANS |
| H101-B400 -LEVEL 1 -HAZARDOUS MATERIAL ABATEMENT |
| H102-B400 -LEVEL 2 -HAZARDOUS MATERIAL ABATEMENT |
| H103-407-B407 -LEVEL 3 -HAZARDOUS MATERIAL ABATEMENT |
| HC101-B400 -LEVEL 1 -HAZARDOUS MATERIAL ABATEMENT -PIPING |
| VF100-CONTROL POINT SITE PLAN |
| VF101-viuvTiiig i iuvCIVIL SURVEY PLAN |
| CD101-CIVIL DEMOLITION PLAN |
| CS101-CIVIL SITE PLAN |
| COo-CIVIL SITE PLAN STAGING AREA |
| CG101-CIVIL GRADING PLAN |
| CG501-CIVIL DETAIL SHEET 1 |
| CG502-CIVIL DETAIL SHEET 2 |
| CU101-CIVIL UTILITY PLAN |
| SJ001-GENERAL STRUCTURAL NOTES |
| SJ002-GENERAL STRUCTURAL NOTES CONTINUED |
| SJ003-SPECIAL INSPECTIONS |
| SB100-B400 -LEVEL 1 -FOUNDATION PLAN -OVERALL |
| SB101-B400 -LEVEL 1 - FOUNDATION PLAN -AREA A |
| SF102-B400 -LEVEL 2 - FRAMING PLAN -OVERALL |
| SF103-B400 -LEVEL 2 -ROOF FRAMING PLAN -AREA A |
| SF201-FRAMING ELEVATIONS |
| SF202-FRAMING ELEVATIONS |
| SF203-FRAMING ELEVATIONS |
| SF501-TYPICAL DETAILS |
| SF502-TYPICAL DETAILS |
| SF503-TYPICAL DETAILS |
| SF504-TYPICAL DETAILS |
| SF505-TYPICAL DETAILS |
| SB510-FOUNDATION DETAILS |
| SF520-FRAMING DETAILS |
| SF521-FRAMING DETAILS |
| SF530-COLD-FORMED STEEL FRAMING |
| SF601-GRAPHICAL COLUMN SCHEDULE |
| AE000-SYMBOLS, & GENERAL NOTES |
| AS101-ARCHITECTURAL SITE PLAN |
| AG100-FLOOR PLAN -LEVEL 1, URGENT CARE CENTER PROGRAM PLAN |
| AG103-FLOOR PLAN -LEVEL 1, CLINICAL SPACE PROGRAM PLAN |
| AG200-FLOOR PLAN -LEVEL 2, SPECIALTY CARE PROGRAM PLAN |
| AG201A-FLOOR PLAN -LEVEL 3 -SWING SPACE LAYOUT B407-DEDUCT ALT #1 & #2 |
| AD101-B400 -LEVEL 1 -DEMOLITION PLAN |
| AD102-B400 -LEVEL 2 -DEMOLITION PLAN |
| AD103-407-B407 -LEVEL 3 -DEMOLITION PLAN -DEDUCT AL #1 & #2 |
| AD121-B400 -LEVEL 1 -DEMOLITION RCP |
| AD122-B400 -LEVEL 2 -DEMOLITION RCP |
| AD123-407-B407 -LEVEL 3 -DEMOLITION RCP -DEDUCT ALT #1 & #2 |
| AE101-B400 -LEVEL 1 -FLOOR PLAN -OVERALL |
| AE102-B400 -LEVEL 2 -FLOOR PLAN -OVERALL |
| AE103-407-B407 -LEVEL 3 -FLOOR PLAN -DEDUCT ALT #1& #2 |
| AE104-B400 -ROOF PLAN -OVERALL |
| AC101-B400 -LEVEL 1 -REFLECTED CEILING PLAN |
| AC102-B400 -LEVEL 2 -REFLECTED CEILING PLAN |
| AC103-407-B407 -LEVEL 3 -REFLECTED CEILING PLAN -DEDUCT ALT #1 & #2 |
| AE201-B400 EXTERIOR ELEVATIONS |
| AE201-407-B407 EXTERIOR ELEVATIONS -DEDUCT ALT #1 & #2 |
| AE202-B400 EXTERIOR ELEVATIONS |
| AE301-BUILDING SECTIONS |
| AE320-WALL SECTIONS |
| AE321-WALL SECTIONS |
| AE322-WALL SECTIONS |
| AE401-B400 -LEVEL 1 -ENLARGED FLOOR PLANS |
| AE401A-B400 -LEVEL 1 -ENLARGED FLOOR PLANS |
| AE401B-B400 -LEVEL 1 -ENLARGED FLOOR PLANS |
| AE401C-B400 -LEVEL 1 -ENLARGED FLOOR PLANS |
| AE401D-B400 -LEVEL 1 -ENLARGED FLOOR PLANS |
| AE402-B400 -LEVEL 2 -ENLARGED FLOOR PLANS |
| AE500-EXTERIOR WALL AND ROOF ASSEMBLIES |
| AE520-EXTERIOR SECTION DETAILS |
| AE521-EXTERIOR SECTION DETAILS |
| AE551-DETAILS -INTERIOR |
| AE552-DETAILS -INTERIOR |
| AE560-DOOR DETAILS |
| AE561-DOOR AND LOUVER DETAILS |
| AE601-DOOR WINDOW & LOUVER SCHEDULES |
| AE710-ARCHITECTURAL DOOR, WINDOW & FRAME TYPES |
| AE720-STANDARD PARTITION TYPES |
| AE721-PARTITION HEAD DETAILS |
| AE722-PARTITION FRAMING DETAILS |
| AE730-TYPICAL MOUNTING HEIGHTS |
| AG900-B400 RENDERINGS |
| AG901-B400 RENDERINGS |
| AG902-B400/ B407 RENDERINGS |
| AW001-SIGNAGE ABBREVIATIONS, SYMBOLS, GENERAL NOTES & DETAILS |
| AW101-B400 -LEVEL 1 -SIGNAGE PLAN |
| AW102-B400 -LEVEL 2 -SIGNAGE PLAN |
| AW103-B407 -LEVEL 3 -SIGNAGE PLAN -DEDUCT ALT #1 & #2 |
| IN001-NTERIOR FINISH ABBREVIATIONS, SYMBOLS, GENERAL NOTES & FINISH BOARDS |
| IN101-B400 -LEVEL 1 -INTERIOR FINISH PLAN -OVERALL |
| IN101A-B400 -LEVEL 1 -INTERIOR FINISH PLANS -AREA & A1 |
| IN101B-B400 -LEVEL 1 -INTERIOR FINISH PLANS -AREA |
| IN102C-B400 -LEVEL 2 -INTERIOR FINISH PLANS -AREA C |
| IN103D-B407 -LEVEL 3 -INTERIOR FINISH PLANS -AREA A, B & C -DEDUCT ALT #1& #2 |
| IN501-INTERIOR FINISH DETAILS |
| IN601-INTERIOR FINISH LEGEND AND SCHEDULES |
| IF101AB-B400 -LEVEL 1 -INTERIOR FURNITURE PLAN -FOR REFERENCE ONLY |
| IF102C-B400 -LEVEL 2 -INTERIOR FURNITURE PLAN -FOR REFERENE ONLY |
| IF103D-B407 -LEVEL 3 -INTERIOR FURNITURE PLAN -FOR REFERENCE ONLY -DEDUCT ALT #1 & #2 |
| IF104-FURNITURE PLAN -FOR REFERENCE ONLY |
| IF105-FURNITURE PLAN -FOR REFERENCE ONLY |
| IF106-FURNITURE PLAN -FOR REFERENCE ONLY |
| Q001-EQUIPMENT SCHEDULE |
| Q101AB-B400 -LEVEL 1 -EQUIPMENT PLANS |
| Q101C-B400 -LEVEL 2 -EQUIPMENT PLAN |
| F000-FIRE PROTECTION ABBREVIATIONS AND SYMBOLS |
| FD101-B400 -LEVEL 1 - FIRE PROTECTION DEMOLITION PLAN |
| FD102-B400 -LEVEL 2 - FIRE PROTECTION DEMOLITION PLAN |
| FD103-407-B407 -LEVEL 3 - FIRE PROTECTION DEMOLITION PLAN |
| FP101-B400 -LEVEL 1 - FIRE PROTECTION PLAN |
| FP102-B400 -LEVEL 2 - FIRE PROTECTION PLAN |
| FP103-407-B407 -LEVEL 3 - FIRE PROTECTION PLAN |
| P-000-PLUMBING ABBREVIATIONS AND SYMBOLS |
| PD100-B400 -FOUNDATION -PLUMBING DEMOLITION PLAN |
| PD101-B400 -LEVEL 1 -PLUMBING DEMOLITION PLAN |
| PD102-B400 -LEVEL 2 -PLUMBING DEMOLITION PLAN |
| PD201-B400 -LEVEL 1 -MED GAS DEMOLITION PLAN |
| P-100-B400 -FOUNDATION -PLUMBING PLAN |
| P-101-B400 -LEVEL 1 -PLUMBING PLAN |
| P-102-B400 -LEVEL 2 -PLUMBING PLAN |
| P103-407-B407 -LEVEL 3 -PLUMBING PLAN |
| P-201-B400 -LEVEL 1 -MED GAS PLAN |
| P-300-B400 -PLUMBING ENLARGED PLANS |
| P-301-B400 -PLUMBING ENLARGED PLANS |
| P-302-B400 -PLUMBING ENLARGED PLANS |
| P-303-B400 -PLUMBING ENLARGED PLANS |
| P-304-B400 -PLUMBING ENLARGED PLANS |
| P-305-B400 -PLUMBING ENLARGED PLANS |
| P-400-PLUMBING RISERS |
| P-401-PLUMBING RISERS |
| P-402-PLUMBING RISERS |
| P-403-PLUMBING RISERS |
| P-404-PLUMBING RISERS |
| P-500-PLUMBING DETAILS |
| P-700-PLUMBING SCHEDULES |
| M-000-MECHANICAL ABBREVIATIONS AND SYMBOLS |
| MD101-B400 -LEVEL 1 -HVAC DEMOLITION PLAN |
| MD101A-B400 -LEVEL 1 -HVAC DEMO PLAN -DEDUCT ALT. #4 |
| MD102-B400 -LEVEL 2 -HVAC DEMOLITION PLAN |
| MD103-407-B407 -LEVEL 3 -HVAC DEMOLITION PLAN |
| MD200-B400 -FOUNDATION -HVAC PIPING DEMOLITION PLAN |
| MD201-B400 -LEVEL 1 -HVAC PIPING DEMOLITION PLAN |
| MD202-B400 -LEVEL 2 -HVAC PIPING DEMOLITION PLAN |
| M-100-B400 -LEVEL 1 -HVAC TEMPORARY PLAN |
| M-101-B400 -LEVEL 1 - HVAC PLAN |
| M-101A-B400 -LEVEL 1 - HVAC PLAN -DEDUCT ALT. #4 |
| M-102-B400 -LEVEL 2 - HVAC PLAN |
| M-103-407-B407 -LEVEL 3 - HVAC PLAN |
| MP200-B400 -FOUNDATION -HVAC PIPING PLAN |
| MP201-B400 -LEVEL 1 -HVAC PIPING PLAN |
| MP202-B400 -LEVEL 2 -HVAC PIPING PLAN |
| MP203-407-B407 -LEVEL 3 -HVAC PIPING PLAN |
| M-400-ENLARGED MECHANICAL PLANS |
| M-401-ENLARGED MECHANICAL PLANS |
| M-402-ENLARGED MECHANICAL PLANS -DEDUCT ALT. #4 |
| M-500-MECHANICAL DETAILS |
| M-501-MECHANICAL DETAILS |
| M-502-MECHANICAL DETAILS |
| M-600-MECHANICAL SECTIONS |
| M-700-MECHANICAL SCHEDULES |
| M-800-MECHANICAL CONTROLS |
| M-801-MECHANICAL CONTROLS |
| M-802-MECHANICAL CONTROLS |
| E-000-ELECTRICAL ABBREVIATIONS AND SYMBOLS |
| ED101-B400 -LEVEL 1 - ELECTRICAL DEMOLITION PLAN |
| ED102-B400 -LEVEL 2 - ELECTRICAL DEMOLITION PLAN |
| ED103-407-B407 -LEVEL 3 - ELECTRICAL DEMOLITION PLAN |
| EL101-B400 -LEVEL 1 - LIGHTING PLAN |
| EL102-B400 -LEVEL 2 - LIGHTING PLAN |
| EL103-407-B407 -LEVEL 3 - LIGHTING PLAN |
| EL111-B400 -LEVEL 1 -LIGHTING CALCS |
| EL112-B400 -LEVEL 2 -LIGHTING CALCS |
| EL113-407-B407 -LEVEL 3 -LIGHTING CALCS |
| EP101-B400 -LEVEL 1 - POWER PLAN |
| EP102-B400 -LEVEL 2 - POWER PLAN |
| EP103-407-B407 -LEVEL 3 - POWER PLAN |
| EY101-B400 -LEVEL 1 - SPECIAL SYSTEMS PLAN |
| EY102-B400 -LEVEL 2 - SPECIAL SYSTEMS PLAN |
| EY103-407-B407 -LEVEL 3 - SPECIAL SYSTEMS PLAN |
| E-501-ELECTRICAL DETAILS |
| E-601-B400 ELECTRICAL DIAGRAMS |
| E-602-B400 ELECTRICAL DIAGRAMS |
| E-700-ELECTRICAL SCHEDULES |
| EF101-B400 -LEVEL 1 - FIRE ALARM DEMOLITION PLAN |
| EF102-B400 -LEVEL 2 - FIRE ALARM DEMOLITION PLAN |
| EF103-407-B407 -LEVEL 3 - FIRE ALARM DEMOLITION PLAN |
| EF201-B400 -LEVEL 1 - FIRE ALARM PLAN |
| EF202-B400 -LEVEL 2 - FIRE ALARM PLAN |
| EF203-407-B407 -LEVEL 3 - FIRE ALARM PLAN |
| 676-19-327.400.CIVIL |
| 676-327-B400-VF101 VF100 (1) |
| 676-327-B400-VF101 VF101 (1) |
| 676-327-B400-CD101 CD101 (1) |
| 676-327-B400-CS101 CS101 (1) |
| 676-327-B400-CS101 CS102 (1) |
| 676-327-B400-CG101 CG101 (1) |
| 676-327-B400-CG101 CG501 (1) |
| 676-327-B400-CG101 CG502 (1) |
| 676-327-B400-CU101 CU101 (1) |
in001
File details come from the government source that posted it. Updated .