S02 - Drawings_Combined_612A4_21_011_FULL_SIZE_FINAL_230804.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

(100%) SUBMISSION

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

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

612A4-21-011

U.S. DEPARTMENT OF VETERANS AFFAIRS

CONSTRUCTION DOCUMENTS (100%) SUBMISSION

SITE MAPDESIGN TEAM

OWNER

ARCHITECT / CONTRACT PRIME

STRUCTURAL ENGINEER

U.S. Department of Veterans Affairs VA Northern California Health Care System

Contact: Andy Malone

Awen Solutions Group 4196 Merchant Plaza, Suite 711 Woodbridge, Virginia 22192 Contact: Matt Shuba, AIA mshuba@awensolutions.com

AHJ Engineers, PC 9751 W Chinden Blvd #200 Garden City ID 83714 Contact: Dave Haugland, PE dhaugland@ahjengineers.com

LANDSCAPE ARCHITECT

Smith + Smith 1501 N Point Street San Francisco, CA 94123 Contact: Jason Milam jason@smith2.com

DRAWING INDEX

ELECTRICAL ENGINEER

Awen Solutions Group 4196 Merchant Plaza, Suite 711 Woodbridge, Virginia 22192 Contact: Michael Risbridger, P.E.

mrisbridger@awensolutions.com

CIVIL ENGINEER

BKF ENGINEERS

980 9th Street, Suite 2300, Sacramento, CA 95814 Contact: Jonathan Shattuck jshattuck@bkf.com

PROJECT NUMBER 612A4-21-011

10535 Hospital Way, Mather, CA 95655

B

IM

/M a th e r

E n tr a n c e s

S id e w a lk s /M a th e r_

E n tr a n c e s

S id e w a lk s .r v t

/3

/2

:2

:4

P M

G-001

COVER SHEET

Awen Solutions Group

4196 Merchant Plaza, Suite 711

Woodbridge, VA 22192

(202) 304-9784

Correct Mather Entrance Access and Parking

08/04/2023

Correct Mather Entrance Access and Parking

08/04/2023

10535 Hospital Way, Mather, CA 95655

7 - ARCHITECTURE

A-101 ARCHITECTURAL SITE PLAN

A-102 PHASING PLAN 1

A-103 PHASING PLAN 2

A-111 ARCHITECTURAL SITE PLAN WEST

A-401 ENLARGED PLANS

8 - ELECTRICAL

E-111 SITE LIGHTING PLAN WEST

E-112 SITE LIGHTING PLAN EAST

1 - GENERAL

G-001 COVER SHEET

2 - CIVIL

C-001 GENERAL NOTES, ABBREVIATION, SHEET INDEX

C-101 EXISTING CONDITIONS

C-102 EXISTING CONDITIONS

C-201 DEMOLITION PLAN

C-202 DEMOLITION PLAN

C-301 SURFACE IMPROVEMENTS

C-302 SURFACE IMPROVEMENTS - LOT 3

C-303 SURFACE IMPROVEMENTS ENLARGEMENTS

C-304 SURFACE PAVEMENT

C-305 SURFACE PAVEMENT, LOT 3

C-401 GRADING PLAN

C-402 GRADING PLAN

C-501 UTILITY PLAN

C-502 UTILITY PLAN

C-503 LOT 8 GRADING AND UTILITY ENLARGEMENTS

C-601 FIRE ACCESS

C-701 EROSION CONTROL

C-702 EROSION CONTROL

C-703 EROSION CONTROL DETAILS

C-801 STRIPING AND SIGNAGE PLAN

C-802 STRIPING AND SIGNAGE PLAN

C-901 DETAILS

C-902 DETAILS

C-903 DETAILS

C-904 CROSS SECTIONS

3 - LANDSCAPE

L-101 LANDSCAPE PLAN - WEST

L-102 LANDSCAPE PLAN - EAST

Revisions: Date:

Schematic Design (35%) 06/24/2022

Design Development (65%) 10/21/2022

Design Development (95%) 03/17/2023

Construction Documents (100%) 05/09/2023

Construction Documents (100%) 06/23/2023

DOMESTIC WATER LINE

SANITARY SEWER LINE

STORM DRAIN LINE

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

FIRE HYDRANT

CLEANOUT

STORM DRAIN CURB INLET

STORM DRAIN AREA DRAIN

FIRE DEPARTMENT CONNECTION

BACKFLOW PREVENTER

GAS LINE

ELECTRICAL CONDUIT / DUCT BANK

TELECOMMUNICATIONS CONDUIT / DUCT BANK

FENCE

SIGN

LIMIT OF WORK

DETAIL REFERENCE - DETAIL # / SHEET#

POST INDICATOR VALVE

WATER LINE STOP VALVE

LIGHTING CONDUIT

SITE RETAINING WALL

SITE ENCLOSURE WALL

LIGHT POLE

LIMIT OF DEMOLITION

WATER VALVE

DOUBLE DETECTOR CHECK BACKFLOW PREVENTER

REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER

FIRE WATER LINE

POTABLE WATER LINE

BUILDING LIMITS

LEGEND NEW EXISTING

AB AGGREGATE BASE

AC ASPHALTIC CONCRETE

AD AREA DRAIN

BFP BACKFLOW PREVENTER

BLDG BUILDING

BS BOTTOM OF SWALE

C CONCRETE

CB CATCH BASIN

CO CLEANOUT

CONC CONCRETE

DDC DOUBLE DETECTOR CHECK VALVE

DIP DUCTILE IRON PIPE

DI DRAINAGE INLET

DIA DIAMETER

DW DOMESTIC WATER

E EASTING OR EAST OR ELECTRICAL

EX/(E) EXISTING

EL/ELEV ELEVATION

ELL ELBOW

EG EXISTING GRADE/GROUND

EP EXISTING PAVEMENT

FDC FIRE DEPARTMENT CONNECTION

FG FINISHED GRADE/GROUND

FF FINISHED FLOOR

FL FLOW LINE

FH FIRE HYDRANT

FT FOOT/FEET

GALV GALVANIZED

GB GRADE BREAK

GR GRADE OR GRATE

HDPE HIGH DENSITY POLYETHYLENE

INV INVERT

LF LINEAR FEET

LG LIP OF GUTTER

MAX MAXIMUM

MIN MINIMUM

N NORTHING OR NORTH

NE NORTHEAST

NO. NUMBER

O.C. ON CENTER

P PAVEMENT

PCC PORTLAND CEMENT CONCRETE

PIV POST INDICATOR VALVE

POC POINT OF CONNECTION

PR PROPOSED

PVC POLYVINYL CHLORIDE

RAD RADIUS

RIM UTILITY STRUCTURE RIM

RCP REINFORCED CONCRETE PIPE

RPP REDUCED PRESSURE PRINCIPLE

S SOUTH OR SLOPE

SD STORM DRAIN

SDCI STORM DRAIN CURB INLET

SDCO STORM DRAIN CLEAN OUT

SDDI STORM DRAIN DROP INLET

SDMH STORM DRAIN MANHOLE

SS SANITARY SEWER

SSCO SANITARY SEWER CLEAN OUT

SSMH SANITARY SEWER MANHOLE

SW SIDEWALK

RCP REINFORCED CONCRETE PIPE

T TELECOM OR TELEPHONE

TC TOP OF CURB

TH BUILDING THRESHOLD

THRU THROUGH

TS TOP OF SWALE

TYP TYPICAL

W WEST OR WATER

W/ WITH

WD WATER DOMESTIC

WF WATER FIRE

WV WATER VALVE

ABBREVIATIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

(100%) SUBMISSION

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 A/E:

STAMP

321 4 5 6 7 8 9 10

612A4-21-011

B

IM

M at he r E nt ra nc es

S id ew al ks /M at he r_ E nt ra nc es

+S id ew al ks .rv t

/7 /2

3:

:1

P M

Awen Solutions Group 4196 Merchant Plaza, Suite 711 Woodbridge, VA 22192

(202) 304-9784

Correct Mather Entrance Access and Parking

08/04/2023Revisions: Date:

Schematic Design (35%) 06/24/2022 Design Development (65%) 10/21/2022

JS MM

10535 HOSPITAL WAY MATHER, CA.980 9TH STREET

SUITE 2300

SACRAMENTO, CA 95814

(916) 556-5800 www.bkf.com

Design Development (95%) 03/17/2023 Construction Documents (100%) 08/04/2023

C-001

GENERAL NOTES,

ABBREVIATIONS, SHEET INDEX

THE BACKGROUND SURVEY INFORMATION SHOWN ON THIS PLAN IS COMPILED FROM DRAWINGS SUPPLIED BY THE OWNER.

1. THE TYPES, LOCATIONS, EXTENTS, SIZES AND DEPTHS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND WERE OBTAINED FROM VARIOUS SOURCES, INCLUDING TOPOGRAPHIC FIELD SURVEYS, RECORD DRAWINGS, AND VA FACILITY MAPS.

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.

2. 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 PROPOSED UTILITY CROSSINGS TO FULLY LOCATE AND IDENTIFY EXISTING UTILITIES. UTILITY LOCATING AND POTHOLING SHALL BE COMPLETED PRIOR TO THE START OF WORK. A COPY OF THE UTILITY SURVEY SHALL BE PROVIDED TO

THE CONTRACTING OFFICER'S REPRESENTATIVE.

3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND SEQUENCING HIS WORK TO AVOID CONFLICTS BETWEEN SEWER LATERALS, STORM DRAINS, WATER MAINS, AND ALL OTHER UNDERGROUND UTILITIES.

4. PRIOR TO CONSTRUCTION, CONTRACTOR TO UTILITY LOCATE AND VERIFY LOCATIONS OF EXISTING UTILITIES WITHIN THE PROJECT SCOPE.

CONTRACTOR TO FIELD VERIFY LOCATIONS AND INVERTS AT PROPOSED UTILITY CONNECTIONS. CONTRACTOR SHALL LOCATE ALL SHUT-OFF DEVICES ASSOCIATED WITH THE UNDERGROUND UTILITIES WITHIN THE PROJECT BOUNDARY. CONTRACTOR TO COORDINATE LOCATIONS WITH

OPERATIONS AND MAINTENANCE FACULTY.

UTILITY NOTES

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.

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.

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 CONTRACTING OFFICER'S REPRESENTATIVE 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.

1. 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).

2. CURB RAMPS SHALL BE A MINIMUM OF 4 FEET WIDE AND NOT EXCEED A SLOPE OF 1:20 (5%).

3. WALKS SHALL NOT EXCEED A SLOPE OF 1:50 (2%). PEDESTRIAN RAMPS SHALL NOT EXCEED 1:20 (5%).

4. 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.

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%.

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 1:25, AND EVERY 35 FEET FOR RAMPS BETWEEN 1:25 AND 1:20. ALL RAMPS SHALL HAVE HANDRAILS, AND EDGE

PROTECTION OR GUIDE RAILS.

6. MAXIMUM CROSS SLOPE ON ANY WALK OR RAMP SHALL BE 2% MAXIMUM. SLOPE WITHIN PARKING STALLS DESIGNATED AS ACCESSIBLE

PARKING SHALL BE 2% MAXIMUM IN ANY DIRECTION.

1. ALL SERVICES TO EXISTING BUILDINGS TO REMAIN SHALL REMAIN OPERATIONAL AT ALL TIMES DURING THE PROJECT.

2. 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.

3. PROPOSED STORM DRAIN SHALL BE CONSTRUCTED STARTING AT THE DOWNSTREAM END. CONTRACTOR SHALL VERIFY INVERTS OF

EXISTING GRAVITY PIPES PRIOR TO STARTING EXCAVATION WORK.

4. CONTRACTOR SHALL PROVIDE TEMPORARY CONVEYANCE OF STORM DRAINAGE IN AREAS WHERE PORTIONS OF THE EXISTING DRAINAGE

SYSTEM ARE DEMOLISHED AND REROUTED.

1. CONTRACTOR SHALL POST EMERGENCY PHONE NUMBERS AT THE JOB SITE FOR POLICE AND FIRE DEPARTMENTS, AMBULANCE, PUBLIC WORKS, VA POLICE, AND THE CONTRACTING OFFICER'S REPRESENTATIVE.

2. ALL UNDERGROUND UTILITIES SHALL BE COMPLETE BEFORE PLACING OF BASE ROCK UNLESS OTHERWISE NOTED.

3. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AMPLE COVER FOR THE PROTECTION OF ALL INSTALLED UTILITIES DURING THE

CONSTRUCTION OF THIS PROJECT.

5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL NECESSARY UTILITY RELOCATIONS, IF REQUIRED, WITH THE APPROPRIATE UTILITY

COMPANIES.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE 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.

7. THE CONTRACTOR SHALL COORDINATE WITH VA CONTRACTING OFFICER'S REPRESENTATIVE AND SUBMIT A TRAFFIC / PHASING CONTROL PLAN, A CONSTRUCTION LOGISTICS PLAN, AND A CONSTRUCTION SEQUENCING PLAN.

8. 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 DURING CONSTRUCTION AND UPON COMPLETION

OF THE PROJECT.

9. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ANY EXISTING IMPROVEMENTS OR UNDERGROUND FACILITIES DAMAGED BY HIM, HIS SUBCONTRACTORS OR HIS MATERIAL SUPPLIERS.

10. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY.

11. 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.

12. 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.

13. THE CONTRACTOR SHALL NOT DESTROY ANY PERMANENT SURVEY POINTS WITHOUT THE CONSENT OF THE CONTRACTING OFFICER'S REPRESENTATIVE. ANY PERMANENT MONUMENTS OR POINTS DESTROYED SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE BY A

CALIFORNIA LICENSED SURVEYOR.

14. THE CONTRACTOR SHALL PROPERLY COORDINATE HIS WORK WITH THE WORK OF OTHER CONTRACTS THAT MAY BE UNDER WAY

CONCURRENTLY WITH THIS PROJECT.

15. 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.

16. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE CALIFORNIA STORM WATER CONSTRUCTION BMP HANDBOOK, DATED DECEMBER 2019.

17. 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.

18. CONTRACTOR SHALL CONDUCT HIS WORK IN SUCH A MANNER AS TO NOT INTERFERE OR BLOCK EXISTING DRAINAGE. MANNER OF MAINTAINING DRAINAGE SHALL BE SUBJECT TO APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE. BASED ON THE CONTRACTOR'S SEQUENCING OF THE WORK, IF TEMPORARY DRAINAGE FACILITIES ARE REQUIRED, CONTRACTOR SHALL SUBMIT A PLAN FOR THE TEMPORARY IMPROVEMENTS TO

THE CONTRACTING OFFICER'S REPRESENTATIVE FOR APPROVAL.

19. THE MANIPULATION OF EXISTING WATER VALVES SHALL BE DONE BY STATION ENGINEERING STAFF ONLY.

20. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY PERTAINING TO "CONFINED SPACES." ANY MANHOLE, CULVERT, DROP INLET OR TRENCH WHICH COULD CONTAIN AIR WHICH IS NOT READILY VENTILATED MAY BE CONSIDERED

A "CONFINED SPACE."

21. 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 CONTRACTING OFFICER'S REPRESENTATIVE.

22. ALL REVISIONS TO THIS PLAN MUST BE APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE 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 CONTRACTING OFFICER'S REPRESENTATIVE.

SURVEY NOTE

CONTRACTOR RESPONSIBILITY

DISCREPANCIES

EARTHWORK NOTE

ABAAS NOTES

EXISTING UTILITY NOTES

GENERAL NOTES

HOSPITAL

57 ROS 25

HOSPITAL

57 ROS 25

649651

701 703

PARKING

GARAGE

T8

T9

LOT 8

LOT 9

LOT 11

CANTEEN

LOT

LOT 6

SDMH

RIM 92.75

12" PVC INV(N)= UNK

15" PVC INV(E)= UNK

15" PVC INV(W)= UNK

EXISTING CONDITION NOTES

1. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE

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 TOPOGRAPHIC FIELD SURVEYS, AND AS-BUILT DRAWINGS

PROVIDED BY THE PROPERTY OWNER. ABANDONED UNDERGROUND

UTILITIES MAY EXIST, 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.

2. 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 PROPOSED UTILITY

CROSSINGS TO FULLY LOCATE AND IDENTIFY EXISTING UTILITIES.

POTHOLING SHALL BE DONE AND THE RESULTS, INCLUDING ANY CONFLICTS

IDENTIFIED, REPORTED TO THE ENGINEER PRIOR TO THE START OF WORK.

3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK TO

AVOID CONFLICTS BETWEEN SEWER LATERALS, STORM DRAINS, WATER

MAINS, AND ALL OTHER UNDERGROUND UTILITIES.

4. A PORTION OF THE EXISTING CONDITIONS HAS BEEN DRAFTED BASED ON

FIELD OBSERVATION AND AS-BUILT CONDITIONS. CONTRACTOR TO FIELD

VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER IF THERE ARE ANY

DISCREPANCIES SHOWN ON THIS PLAN.

5. UTILITY INFORMATION IS OBTAINED BY AS-BUILT INFORMATION AS WELL AS

SURVEY OBSERVATION. ALL EXISTING UTILITY INFORMATION IN THIS PLAN

SET IS IDENTIFIED PER THE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

STANDARD FOR LEVEL OF QUALITY. BELOW IS A LIST OF THE LEVEL OF

QUALITY CATEGORIES WITH THE ASSOCIATED DEFINITION PER ASCE

STANDARDS.

(A) - PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES

OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF

PREVIOUSLY EXPOSED AND SURVEYED UTILITIES) AND

SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES,

USUALLY AT A SPECIFIC POINT. MINIMALLY INTRUSIVE

EXCAVATION EQUIPMENT IS TYPICALLY USED TO MINIMIZE THE

POTENTIAL FOR UTILITY DAMAGE. A PRECISE HORIZONTAL AND

VERTICAL LOCATION, AS WELL AS OTHER UTILITY ATTRIBUTES, IS

SHOWN ON PLAN DOCUMENTS. ACCURACY IS TYPICALLY SET TO

15-MM VERTICAL AND TO APPLICABLE HORIZONTAL SURVEY AND

MAPPING ACCURACY AS DEFINED OR EXPECTED BY THE PROJECT

OWNER.

(B) - INFORMATION OBTAINED THROUGH THE APPLICATION OF

APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE

THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF

SUBSURFACE UTILITIES. QUALITY LEVEL B DATA SHOULD BE

REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF

THEIR DEPICTION. THIS INFORMATION IS SURVEYED TO

APPLICABLE TOLERANCES DEFINED BY THE PROJECT AND

REDUCED ONTO PLAN DOCUMENTS.

(C) - INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE

ABOVE-GROUND UTILITY FEATURES AND BY USING

PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION

TO QUALITY LEVEL D INFORMATION.

(D) - UTILITY LOCATION INFORMATION DERIVED FROM EXISTING

RECORDS OR ORAL RECOLLECTIONS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

(100%) SUBMISSION

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 A/E:

STAMP

321 4 5 6 7 8 9 10

612A4-21-011

B

IM

M at he r E nt ra nc es

S id ew al ks /M at he r_ E nt ra nc es

+S id ew al ks .rv t

/7 /2

3:

:1

P M

Awen Solutions Group 4196 Merchant Plaza, Suite 711 Woodbridge, VA 22192

(202) 304-9784

Correct Mather Entrance Access and Parking

08/04/2023Revisions: Date:

Schematic Design (35%) 06/24/2022 Design Development (65%) 10/21/2022

JS MM

10535 HOSPITAL WAY MATHER, CA.980 9TH STREET

SUITE 2300

SACRAMENTO, CA 95814

(916) 556-5800 www.bkf.com

Design Development (95%) 03/17/2023 Construction Documents (100%) 08/04/2023

C-101

EXISTING CONDITIONS

NORTH

M

ATHER

HOSPITAL

57 ROS 25

M

ATHER

HOSPITAL

57 ROS 25

727 728726

722 A

LOT 3

EXISTING CONDITION NOTES

1. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE

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 TOPOGRAPHIC FIELD SURVEYS, AND AS-BUILT DRAWINGS

PROVIDED BY THE PROPERTY OWNER. ABANDONED UNDERGROUND

UTILITIES MAY EXIST, 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.

2. 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 PROPOSED UTILITY

CROSSINGS TO FULLY LOCATE AND IDENTIFY EXISTING UTILITIES.

POTHOLING SHALL BE DONE AND THE RESULTS, INCLUDING ANY CONFLICTS

IDENTIFIED, REPORTED TO THE ENGINEER PRIOR TO THE START OF WORK.

3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK TO

AVOID CONFLICTS BETWEEN SEWER LATERALS, STORM DRAINS, WATER

MAINS, AND ALL OTHER UNDERGROUND UTILITIES.

4. A PORTION OF THE EXISTING CONDITIONS HAS BEEN DRAFTED BASED ON

FIELD OBSERVATION AND AS-BUILT CONDITIONS. CONTRACTOR TO FIELD

VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER IF THERE ARE ANY

DISCREPANCIES SHOWN ON THIS PLAN.

5. UTILITY INFORMATION IS OBTAINED BY AS-BUILT INFORMATION AS WELL AS

SURVEY OBSERVATION. ALL EXISTING UTILITY INFORMATION IN THIS PLAN

SET IS IDENTIFIED PER THE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

STANDARD FOR LEVEL OF QUALITY. BELOW IS A LIST OF THE LEVEL OF

QUALITY CATEGORIES WITH THE ASSOCIATED DEFINITION PER ASCE

STANDARDS.

(A) - PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES

OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF

PREVIOUSLY EXPOSED AND SURVEYED UTILITIES) AND

SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES,

USUALLY AT A SPECIFIC POINT. MINIMALLY INTRUSIVE

EXCAVATION EQUIPMENT IS TYPICALLY USED TO MINIMIZE THE

POTENTIAL FOR UTILITY DAMAGE. A PRECISE HORIZONTAL AND

VERTICAL LOCATION, AS WELL AS OTHER UTILITY ATTRIBUTES, IS

SHOWN ON PLAN DOCUMENTS. ACCURACY IS TYPICALLY SET TO

15-MM VERTICAL AND TO APPLICABLE HORIZONTAL SURVEY AND

MAPPING ACCURACY AS DEFINED OR EXPECTED BY THE PROJECT

OWNER.

(B) - INFORMATION OBTAINED THROUGH THE APPLICATION OF

APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE

THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF

SUBSURFACE UTILITIES. QUALITY LEVEL B DATA SHOULD BE

REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF

THEIR DEPICTION. THIS INFORMATION IS SURVEYED TO

APPLICABLE TOLERANCES DEFINED BY THE PROJECT AND

REDUCED ONTO PLAN DOCUMENTS.

(C) - INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE

ABOVE-GROUND UTILITY FEATURES AND BY USING

PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION

TO QUALITY LEVEL D INFORMATION.

(D) - UTILITY LOCATION INFORMATION DERIVED FROM EXISTING

RECORDS OR ORAL RECOLLECTIONS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

(100%) SUBMISSION

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 A/E:

STAMP

321 4 5 6 7 8 9 10

612A4-21-011

B

IM

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/7 /2

3:

:1

P M

Awen Solutions Group 4196 Merchant Plaza, Suite 711 Woodbridge, VA 22192

(202) 304-9784

Correct Mather Entrance Access and Parking

08/04/2023Revisions: Date:

Schematic Design (35%) 06/24/2022 Design Development (65%) 10/21/2022

JS MM

10535 HOSPITAL WAY MATHER, CA.980 9TH STREET

SUITE 2300

SACRAMENTO, CA 95814

(916) 556-5800 www.bkf.com

Design Development (95%) 03/17/2023 Construction Documents (100%) 08/04/2023

C-102

EXISTING CONDITIONS

SDMH

RIM 92.75

12" PVC INV(N)= UNK

15" PVC INV(E)= UNK

15" PVC INV(W)= UNK

HOSPITAL

57 ROS 25

HOSPITAL

57 ROS 25

DEMOLITION NOTES

1. CONTRACTOR TO USE CAUTION WHEN WORKING ADJACENT TO EXISTING

BUILDING.

2. CONTRACTOR TO CLEAR AND GRUB WITHIN THE LIMITS OF PROPOSED WORK,

UNLESS OTHERWISE NOTED ON PLANS.

3. RIM ELEVATIONS FOR EXISTING UTILITY STRUCTURES SHALL BE RAISED TO

PROPOSED SURFACE ELEVATIONS.

4. THE UTILITY LINES AND STRUCTURES SHOWN ON THESE PLANS ARE DERIVED

FROM RECORD DATA AND/OR SURFACE OBSERVATION AND ARE APPROXIMATE

ONLY. ACTUAL LOCATION AND SIZE, TOGETHER WITH THE PRESENCE OF ANY

ADDITIONAL UTILITY LINES AND STRUCTURES NOT SHOWN ON THIS PLAN,

SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR DURING

CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY

UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS IN

THE FIELD AND INFORMATION SHOWN ON THESE PLANS.

5. THE CONTRACTOR IS REQUIRED BY STATE LAW TO ACTIVELY RESEARCH THE

WORK AREA PRIOR TO COMMENCEMENT OF CONSTRUCTION, REFERENCE ANY

MONUMENTS, AND REPLACE THOSE DAMAGED OR REMOVED DURING

CONSTRUCTION.

6. THE LIMITS OF DEMOLITION SHOWN ARE APPROXIMATE ONLY. CONTRACTOR IS

RESPONSIBLE FOR MATCHING EXISTING SURROUNDINGS, LANDSCAPE AND

OTHER IMPROVEMENTS WITH A SMOOTH TRANSITION IN PAVING, CURBS,

GUTTERS, AND SIDEWALKS AND AVOIDING ANY ABRUPT OR APPARENT

CHANGES IN GRADES OR CROSS SLOPES OR HAZARDOUS CONDITIONS.

7. EXISTING CURB AND SIDEWALK AND LANDSCAPE/IRRIGATION WITHIN THE

PROJECT LIMITS THAT ARE DAMAGED OR DISPLACED, EVEN THOUGH THEY

WERE NOT TO BE REMOVED, SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR AT NO ADDITIONAL COST.

8. PROTECT ALL EXISTING UTILITIES AND SITE FEATURES FROM BEING DAMAGED,

UNLESS OTHERWISE NOTED. ALL UTILITIES AND IMPROVEMENTS THAT BECOME

DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED AT NO

ADDITIONAL COST TO THE OWNER AND TO THE SATISFACTION OF THE

ENGINEER.

DEMOLITION ITEMS

REMOVE EX ASPHALT

REMOVE EX CONCRETE

CLEAR AND GRUB

REMOVE EX PARKING STALLS AND

RETURN SIGNS TO VA COR

REMOVE EX CURB

REMOVE EX STORM DRAIN PIPE

REMOVE EX STORM DRAIN STRUCTURE

REMOVE EX BOLLARD

REMOVE EX TREE

REMOVE EX RAMP

PROTECT EXISTING ASPHALT

PROTECT EX CONCRETE

PROTECT EX CURB

RELOCATE EX SIGN

PROTECT EX FIRE HYDRANT

PROTECT EX SIGNAGE

PROTECT EX TREE

REMOVE AND RELOCATE EX LIGHT

PROTECT EX WATER STRUCTURE

PROTECT EX ELECTRICAL STRUCTURE

PROTECT EX TREE

PROTECT EX LIGHT

PROTECT EX GAS STRUCTURE

PROTECT EX STORM DRAIN LINE

CUT THROUGH TURF

PROTECT EX TURF

REMOVE EX HANDRAIL

REMOVE EX PLANTER

REMOVE EXISTING CONCRETE STEPS

PROTECT EX STORM DRAIN STRUCTURE

PROTECT EX GAS LINE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

(100%) SUBMISSION

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 A/E:

STAMP

321 4 5 6 7 8 9 10

612A4-21-011

B

IM

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+S id ew al ks .rv t

/7 /2

3:

:1

P M

Awen Solutions Group 4196 Merchant Plaza, Suite 711 Woodbridge, VA 22192

(202) 304-9784

Correct Mather Entrance Access and Parking

08/04/2023Revisions: Date:

Schematic Design (35%) 06/24/2022 Design Development (65%) 10/21/2022

JS MM

10535 HOSPITAL WAY MATHER, CA.980 9TH STREET

SUITE 2300

SACRAMENTO, CA 95814

(916) 556-5800 www.bkf.com

Design Development (95%) 03/17/2023 Construction Documents (100%) 08/04/2023

C-201

DEMOLITION PLAN

HOSPITAL

57 ROS 25

M

ATHER

HOSPITAL

57 ROS 25

DEMOLITION NOTES

1. CONTRACTOR TO USE CAUTION WHEN WORKING ADJACENT TO EXISTING

BUILDING.

2. CONTRACTOR TO CLEAR AND GRUB WITHIN THE LIMITS OF PROPOSED WORK,

UNLESS OTHERWISE NOTED ON PLANS.

3. RIM ELEVATIONS FOR EXISTING UTILITY STRUCTURES SHALL BE RAISED TO

PROPOSED SURFACE ELEVATIONS.

4. THE UTILITY LINES AND STRUCTURES SHOWN ON THESE PLANS ARE DERIVED

FROM RECORD DATA AND/OR SURFACE OBSERVATION AND ARE APPROXIMATE

ONLY. ACTUAL LOCATION AND SIZE, TOGETHER WITH THE PRESENCE OF ANY

ADDITIONAL UTILITY LINES AND STRUCTURES NOT SHOWN ON THIS PLAN,

SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR DURING

CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY

UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS IN

THE FIELD AND INFORMATION SHOWN ON THESE PLANS.

5. THE CONTRACTOR IS REQUIRED BY STATE LAW TO ACTIVELY RESEARCH THE

WORK AREA PRIOR TO COMMENCEMENT OF CONSTRUCTION, REFERENCE ANY

MONUMENTS, AND REPLACE THOSE DAMAGED OR REMOVED DURING

CONSTRUCTION.

6. THE LIMITS OF DEMOLITION SHOWN ARE APPROXIMATE ONLY. CONTRACTOR IS

RESPONSIBLE FOR MATCHING EXISTING SURROUNDINGS, LANDSCAPE AND

OTHER IMPROVEMENTS WITH A SMOOTH TRANSITION IN PAVING, CURBS,

GUTTERS, AND SIDEWALKS AND AVOIDING ANY ABRUPT OR APPARENT

CHANGES IN GRADES OR CROSS SLOPES OR HAZARDOUS CONDITIONS.

7. EXISTING CURB AND SIDEWALK AND LANDSCAPE/IRRIGATION WITHIN THE

PROJECT LIMITS THAT ARE DAMAGED OR DISPLACED, EVEN THOUGH THEY

WERE NOT TO BE REMOVED, SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR AT NO ADDITIONAL COST.

8. PROTECT ALL EXISTING UTILITIES AND SITE FEATURES FROM BEING DAMAGED,

UNLESS OTHERWISE NOTED. ALL UTILITIES AND IMPROVEMENTS THAT BECOME

DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED AT NO

ADDITIONAL COST TO THE OWNER AND TO THE SATISFACTION OF THE

ENGINEER.

DEMOLITION ITEMS

REMOVE EX ASPHALT

REMOVE EX CONCRETE

CLEAR AND GRUB

REMOVE EX PARKING STALLS AND

RETURN SIGNS TO VA COR

REMOVE EX CURB

REMOVE EX STORM DRAIN PIPE

REMOVE EX STORM DRAIN STRUCTURE

REMOVE EX BOLLARD

REMOVE EX TREE

REMOVE EX RAMP

PROTECT EXISTING ASPHALT

PROTECT EX CONCRETE

PROTECT EX CURB

RELOCATE EX SIGN

PROTECT EX FIRE HYDRANT

PROTECT EX SIGNAGE

PROTECT EX TREE

REMOVE AND RELOCATE EX LIGHT

PROTECT EX WATER STRUCTURE

PROTECT EX ELECTRICAL STRUCTURE

PROTECT EX TREE

PROTECT EX LIGHT

PROTECT EX GAS STRUCTURE

PROTECT EX STORM DRAIN LINE

CUT THROUGH TURF

PROTECT EX TURF

REMOVE EX HANDRAIL

REMOVE EX PLANTER

REMOVE EXISTING CONCRETE STEPS

PROTECT EX STORM DRAIN STRUCTURE

PROTECT EX GAS LINE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

(100%) SUBMISSION

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 A/E:

STAMP

321 4 5 6 7 8 9 10

612A4-21-011

B

IM

M at he r E nt ra nc es

S id ew al ks /M at he r_ E nt ra nc es

+S id ew al ks .rv t

/7 /2

3:

:1

P M

Awen Solutions Group 4196 Merchant Plaza, Suite 711 Woodbridge, VA 22192

(202) 304-9784

Correct Mather Entrance Access and Parking

08/04/2023Revisions: Date:

Schematic Design (35%) 06/24/2022 Design Development (65%) 10/21/2022

JS MM

10535 HOSPITAL WAY MATHER, CA.980 9TH STREET

SUITE 2300

SACRAMENTO, CA 95814

(916) 556-5800 www.bkf.com

Design Development (95%) 03/17/2023 Construction Documents (100%) 08/04/2023

C-202

DEMOLITION PLAN

HOSPITAL

57 ROS 25

SURFACE IMPROVEMENTS NOTES

1. THE LIMITS OF WORK ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR

MATCHING EXISTING SURROUNDINGS, LANDSCAPE, AND OTHER IMPROVEMENTS WITH

A SMOOTH TRANSITION, AVOIDING ANY ABRUPT OR APPARENT CHANGES IN GRADES

OR CROSS-SLOPES OR HAZARDOUS CONDITIONS.

2. EXISTING CONCRETE SHALL BE REMOVED AT THE NEAREST EXPANSION JOINTS.

3. NEW WORK SHALL MATCH EXISTING AS CLOSELY AS POSSIBLE IN FINISH, SCORING,

AND COLOR.

4. EXISTING SITE FEATURES (CURBS, CONCRETE WALKS, LANDSCAPE, IRRIGATION, ETC.)

DEMOLISHED DURING CONSTRUCTION SHALL BE REPLACED IN KIND.

5. THE CONTRACTOR TO FIELD VERIFY PROPOSED SURFACE IMPROVEMENTS WITH

EXISTING CONDITIONS AS SHOWN ON PLANS.

6. CONTRACTOR TO COORDINATE TIMING OF PAVING WITH VA STAFF.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

(100%) SUBMISSION

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 A/E:

STAMP

321 4 5 6 7 8 9 10

612A4-21-011

B

IM

M at he r E nt ra nc es

S id ew al ks /M at he r_ E nt ra nc es

+S id ew al ks .rv t

/7 /2

3:

:1

P M

Awen Solutions Group 4196 Merchant Plaza, Suite 711 Woodbridge, VA 22192

(202) 304-9784

Correct Mather Entrance Access and Parking

08/04/2023Revisions: Date:

Schematic Design (35%) 06/24/2022 Design Development (65%) 10/21/2022

JS MM

10535 HOSPITAL WAY MATHER, CA.980 9TH STREET

SUITE 2300

SACRAMENTO, CA 95814

(916) 556-5800 www.bkf.com

Design Development (95%) 03/17/2023 Construction Documents (100%) 08/04/2023

C-301

SURFACE

IMPROVEMENTS

HOSPITAL

57 ROS 25

M

ATHER

HOSPITAL

57 ROS 25

SURFACE IMPROVEMENTS NOTES

1. THE LIMITS OF WORK ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR

MATCHING EXISTING SURROUNDINGS, LANDSCAPE, AND OTHER IMPROVEMENTS WITH

A SMOOTH TRANSITION, AVOIDING ANY ABRUPT OR APPARENT CHANGES IN GRADES

OR CROSS-SLOPES OR HAZARDOUS CONDITIONS.

2. EXISTING CONCRETE SHALL BE REMOVED AT THE NEAREST EXPANSION JOINTS.

3. NEW WORK SHALL MATCH EXISTING AS CLOSELY AS POSSIBLE IN FINISH, SCORING,

AND COLOR.

4. EXISTING SITE FEATURES (CURBS, CONCRETE WALKS, LANDSCAPE, IRRIGATION, ETC.)

DEMOLISHED DURING CONSTRUCTION SHALL BE REPLACED IN KIND.

5. THE CONTRACTOR TO FIELD VERIFY PROPOSED SURFACE IMPROVEMENTS WITH

EXISTING CONDITIONS AS SHOWN ON PLANS.

6. CONTRACTOR TO COORDINATE TIMING OF PAVING WITH VA STAFF.

SURFACE IMPROVEMENTS LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

(100%) SUBMISSION

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 A/E:

STAMP

321 4 5 6 7 8 9 10

612A4-21-011

B

IM

M at he r E nt ra nc es

S id ew al ks /M at he r_ E nt ra nc es

+S id ew al ks .rv t

/7 /2

3:

:1

P M

Awen Solutions Group 4196 Merchant Plaza, Suite 711 Woodbridge, VA 22192

(202) 304-9784

Correct Mather Entrance Access and Parking

08/04/2023Revisions: Date:

Schematic Design (35%) 06/24/2022 Design Development (65%) 10/21/2022

JS MM

10535 HOSPITAL WAY MATHER, CA.980 9TH STREET

SUITE 2300

SACRAMENTO, CA 95814

(916) 556-5800 www.bkf.com

Design Development (95%) 03/17/2023 Construction Documents (100%) 08/04/2023

C-302

SURFACE

IMPROVEMENTS-LOT 3

1" = 20'1" = 20'

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

(100%) SUBMISSION

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 A/E:

STAMP

321 4 5 6 7 8 9 10

612A4-21-011

B

IM

M at he r E nt ra nc es

S id ew al ks /M at he r_ E nt ra nc es

+S id ew al ks .rv t

/7 /2

3:

:1

P M

Awen Solutions Group 4196 Merchant Plaza, Suite 711 Woodbridge, VA 22192

(202) 304-9784

Correct Mather Entrance Access and Parking

08/04/2023Revisions: Date:

Schematic Design (35%) 06/24/2022 Design Development (65%) 10/21/2022

JS MM

10535 HOSPITAL WAY MATHER, CA.980 9TH STREET

SUITE 2300

SACRAMENTO, CA 95814

(916) 556-5800 www.bkf.com

Design Development (95%) 03/17/2023 Construction Documents (100%) 08/04/2023

C-303

SURFACE IMPROVEMENTS

ENLARGEMENTS

1" = 20'1" = 20'

1" = 20'

1" = 20'

HOSPITAL

57 ROS 25

SDMH

RIM 92.75

12" PVC INV(N)= UNK

15" PVC INV(E)= UNK

15" PVC INV(W)= UNK

SURFACE IMPROVEMENTS NOTES

1. THE LIMITS OF WORK ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR

MATCHING EXISTING SURROUNDINGS, LANDSCAPE, AND OTHER IMPROVEMENTS WITH

A SMOOTH TRANSITION, AVOIDING ANY ABRUPT OR APPARENT CHANGES IN GRADES

OR CROSS-SLOPES OR HAZARDOUS CONDITIONS.

2. EXISTING CONCRETE SHALL BE REMOVED AT THE NEAREST EXPANSION JOINTS.

3. NEW WORK SHALL MATCH EXISTING AS CLOSELY AS POSSIBLE IN FINISH, SCORING,

AND COLOR.

4. EXISTING SITE FEATURES (CURBS, CONCRETE WALKS, LANDSCAPE, IRRIGATION, ETC.)

DEMOLISHED DURING CONSTRUCTION SHALL BE REPLACED IN KIND.

5. THE CONTRACTOR TO FIELD VERIFY PROPOSED SURFACE IMPROVEMENTS WITH

EXISTING CONDITIONS AS SHOWN ON PLANS.

6. CONTRACTOR TO COORDINATE TIMING OF PAVING WITH VA STAFF.

SURFACE IMPROVEMENTS LEGEND

VEHICULAR CONCRETE

(7"PCC/ 6" CLASS II AB)

CONCRETE WALK

(4" PCC)

ASPHALT

CAST-IN-PLACE DETECTABLE

WARNING SURFACE

LANDSCAPED AREA (SLD)

FLUSH CURB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

(100%) SUBMISSION

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 A/E:

STAMP

321 4 5 6 7 8 9 10

612A4-21-011

B

IM

M at he r E nt ra nc es

S id ew al ks /M at he r_ E nt ra nc es

+S id ew al ks .rv t

/7 /2

3:

:1

P M

Awen Solutions Group 4196 Merchant Plaza, Suite 711 Woodbridge, VA 22192

(202) 304-9784

Correct Mather Entrance Access and Parking

08/04/2023Revisions: Date:

Schematic Design (35%) 06/24/2022 Design Development (65%) 10/21/2022

JS MM

10535 HOSPITAL WAY MATHER, CA.980 9TH STREET

SUITE 2300

SACRAMENTO, CA 95814

(916) 556-5800 www.bkf.com

Design Development (95%) 03/17/2023 Construction Documents (100%) 08/04/2023

C-304

SURFACE PAVEMENT

HOSPITAL

57 ROS 25

M

ATHER

HOSPITAL

57 ROS 25

SURFACE IMPROVEMENTS NOTES

1. THE LIMITS OF WORK ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR

MATCHING EXISTING SURROUNDINGS, LANDSCAPE, AND OTHER IMPROVEMENTS WITH

A SMOOTH TRANSITION, AVOIDING ANY ABRUPT OR APPARENT CHANGES IN GRADES

OR CROSS-SLOPES OR HAZARDOUS CONDITIONS.

2. EXISTING CONCRETE SHALL BE REMOVED AT THE NEAREST EXPANSION JOINTS.

3. NEW WORK SHALL MATCH EXISTING AS CLOSELY AS POSSIBLE IN FINISH, SCORING,

AND COLOR.

4. EXISTING SITE FEATURES (CURBS, CONCRETE WALKS, LANDSCAPE, IRRIGATION, ETC.)

DEMOLISHED DURING CONSTRUCTION SHALL BE REPLACED IN KIND.

5. THE CONTRACTOR TO FIELD VERIFY PROPOSED SURFACE IMPROVEMENTS WITH

EXISTING CONDITIONS AS SHOWN ON PLANS.

6. CONTRACTOR TO COORDINATE TIMING OF PAVING WITH VA STAFF.

SURFACE IMPROVEMENTS LEGEND

VEHICULAR CONCRETE

(7"PCC/ 6" CLASS II AB)

CONCRETE WALK

(4" PCC)

ASPHALT

CAST-IN-PLACE DETECTABLE

WARNING SURFACE

LANDSCAPED AREA (SLD)

FLUSH CURB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

(100%) SUBMISSION

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 A/E:

STAMP

321 4 5 6 7 8 9 10

612A4-21-011

B

IM

M at he r E nt ra nc es

S id ew al ks /M at he r_ E nt ra nc es

+S id ew al ks .rv t

/7 /2

3:

:1

P M

Awen Solutions Group 4196 Merchant Plaza, Suite 711 Woodbridge, VA 22192

(202) 304-9784

Correct Mather Entrance Access and Parking

08/04/2023Revisions: Date:

Schematic Design (35%) 06/24/2022 Design Development (65%) 10/21/2022

JS MM

10535 HOSPITAL WAY MATHER, CA.980 9TH STREET

SUITE 2300

SACRAMENTO, CA 95814

(916) 556-5800 www.bkf.com

Design Development (95%) 03/17/2023 Construction Documents (100%) 08/04/2023

C-305

SURFACE PAVEMENT-LOT

GRADING NOTES

1. PROPOSED SITE PLAN AND UTILITIES HAS BEEN SCREENED FOR CLARITY.

2. GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS

AND THE REQUIREMENTS AND RECOMMENDATIONS CONTAINED IN THE PROJECT

GEOTECHNICAL REPORT.

3. THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO CONFORM TO THE LINES, GRADES,

SECTIONS, AND DIMENSIONS AS SET FORTH ON THESE PLANS. GRADED AREAS SHALL CONFORM

TO THE VERTICAL ELEVATIONS SHOWN WITHIN TOLERANCE OF ONE-TENTH OF A FOOT IN

LANDSCAPED AREAS AND TWO-HUNDREDTHS OF A FOOT IN HARDSCAPED OR PAVED AREAS.

WHERE GRADED AREAS DO NOT CONFORM TO THESE TOLERANCES, THE CONTRACTOR SHALL

BE REQUIRED TO DO CORRECTIVE GRADING, AT NO EXTRA COST TO THE OWNER.

4. CONTRACTOR SHALL FIELD VERIFY FINISHED FLOOR ELEVATIONS OF EXISTING BUILDINGS PRIOR

TO STARTING CONSTRUCTION.

5. CONTRACTOR SHALL TAKE CAUTION WHEN GRADING ADJACENT TO EXISTING BUILDINGS, TO

PROTECT EXISTING FOUNDATIONS AND TO NOT TO COVER EXISTING VENTS.

6. RIMS OF UTILITY STRUCTURES SHALL BE ADJUSTED TO FINISHED GRADE IN AREAS OF

RE-GRADING. IN PAVED AREAS, ELEVATION DIFFERENCE SHALL NOT BE MORE THAN 1

4 INCH

BETWEEN RIMS AND ADJACENT SURFACE.

7. WHERE IMPROVEMENTS INVOLVE ABAAS ACCESSIBILITY, CONTRACTOR'S ATTENTION IS

DIRECTED TO THE FOLLOWING PARAMETERS THAT NEED TO BE MET WITH THE FINISHED

CONSTRUCTION:

a. 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).

b. CURB RAMPS SHALL BE A MINIMUM OF 4 FEET WIDE AND NOT EXCEED A SLOPE OF 1:20 (5%).

c. WALKS SHALL NOT EXCEED A SLOPE OF 1:33 (3%). PEDESTRIAN RAMPS SHALL NOT EXCEED 1:20 (5%).

d. 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.

e. 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%. 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 1:25, AND EVERY 35 FEET FOR RAMPS BETWEEN 1:25

AND 1:20. ALL RAMPS SHALL HAVE HANDRAILS, AND EDGE PROTECTION OR GUIDE RAILS.

f. MAXIMUM CROSS SLOPE ON ANY WALK OR RAMP SHALL BE 2% MAXIMUM. SLOPE WITHIN

PARKING STALLS DESIGNATED AS ACCESSIBLE PARKING SHALL BE 2% MAXIMUM IN ANY

DIRECTION.

* CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AT CONFORMS PRIOR TO FORMING/AC

WORK.

ABBREVIATIONS

ELEVATION LABEL

AC ASPHALTIC CONCRETE

CC CONCRETE

RIM UTILITY STRUCTURE RIM

TC TOP OF CURB

TFC TOP OF FLUSH CURB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

(100%) SUBMISSION

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 A/E:

STAMP

321 4 5 6 7 8 9 10

612A4-21-011

B

IM

M at he r E nt ra nc es

S id ew al ks /M at he r_ E nt ra nc es

+S id ew al ks .rv t

/7 /2

3:

:1

P M

Awen Solutions Group 4196 Merchant Plaza, Suite 711 Woodbridge, VA 22192

(202) 304-9784

Correct Mather Entrance Access and Parking

08/04/2023Revisions: Date:

Schematic Design (35%) 06/24/2022 Design Development (65%) 10/21/2022

JS MM

10535 HOSPITAL WAY MATHER, CA.980 9TH STREET

SUITE 2300

SACRAMENTO, CA 95814

(916) 556-5800 www.bkf.com

Design Development (95%) 03/17/2023 Construction Documents (100%) 08/04/2023

C-401

GRADING PLAN

1" = 20'

1" = 20'

HOSPITAL

57 ROS 25

GRADING NOTES

1. PROPOSED SITE PLAN AND UTILITIES HAS BEEN SCREENED FOR CLARITY.

2. GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS

AND THE REQUIREMENTS AND RECOMMENDATIONS CONTAINED IN THE PROJECT

GEOTECHNICAL REPORT.

3. THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO CONFORM TO THE LINES, GRADES,

SECTIONS, AND DIMENSIONS AS SET FORTH ON THESE PLANS. GRADED AREAS SHALL CONFORM

TO THE VERTICAL ELEVATIONS SHOWN WITHIN TOLERANCE OF ONE-TENTH OF A FOOT IN

LANDSCAPED AREAS AND TWO-HUNDREDTHS OF A FOOT IN HARDSCAPED OR PAVED AREAS.

WHERE GRADED AREAS DO NOT CONFORM TO THESE TOLERANCES, THE CONTRACTOR SHALL

BE REQUIRED TO DO CORRECTIVE GRADING, AT NO EXTRA COST TO THE OWNER.

4. CONTRACTOR SHALL FIELD VERIFY FINISHED FLOOR ELEVATIONS OF EXISTING BUILDINGS PRIOR

TO STARTING CONSTRUCTION.

5. CONTRACTOR SHALL TAKE CAUTION WHEN GRADING ADJACENT TO EXISTING BUILDINGS, TO

PROTECT EXISTING FOUNDATIONS AND TO NOT TO COVER EXISTING VENTS.

6. RIMS OF UTILITY STRUCTURES SHALL BE ADJUSTED TO FINISHED GRADE IN AREAS OF

RE-GRADING. IN PAVED AREAS, ELEVATION DIFFERENCE SHALL NOT BE MORE THAN 1

4 INCH

BETWEEN RIMS AND ADJACENT SURFACE.

7. WHERE IMPROVEMENTS INVOLVE ABAAS ACCESSIBILITY, CONTRACTOR'S ATTENTION IS

DIRECTED TO THE FOLLOWING PARAMETERS THAT NEED TO BE MET WITH THE FINISHED

CONSTRUCTION:

a. 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).

b. CURB RAMPS SHALL BE A MINIMUM OF 4 FEET WIDE AND NOT EXCEED A SLOPE OF 1:20 (5%).

c. WALKS SHALL NOT EXCEED A SLOPE OF 1:33 (3%). PEDESTRIAN RAMPS SHALL NOT EXCEED 1:20 (5%).

d. 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.

e. 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%. 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 1:25, AND EVERY 35 FEET FOR RAMPS BETWEEN 1:25

AND 1:20. ALL RAMPS SHALL HAVE HANDRAILS, AND EDGE PROTECTION OR GUIDE RAILS.

f. MAXIMUM CROSS SLOPE ON ANY WALK OR RAMP SHALL BE 2% MAXIMUM. SLOPE WITHIN

PARKING STALLS DESIGNATED AS ACCESSIBLE PARKING SHALL BE 2% MAXIMUM IN ANY

DIRECTION.

* CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AT CONFORMS PRIOR TO FORMING/AC

WORK.

ABBREVIATIONS

ELEVATION LABEL

AC ASPHALTIC CONCRETE

CC CONCRETE

RIM UTILITY STRUCTURE RIM

TC TOP OF CURB

TFC TOP OF FLUSH CURB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

(100%) SUBMISSION

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 A/E:

STAMP

321 4 5 6 7 8 9 10

612A4-21-011

B

IM

M at he r E nt ra nc es

S id ew al ks /M at he r_ E nt ra nc es

+S id ew al ks .rv t

/7 /2

3:

:1

P M

Awen Solutions Group 4196 Merchant Plaza, Suite 711 Woodbridge, VA 22192

(202) 304-9784

Correct Mather Entrance Access and Parking

08/04/2023Revisions: Date:

Schematic Design (35%) 06/24/2022 Design Development (65%) 10/21/2022

JS MM

10535 HOSPITAL WAY MATHER, CA.980 9TH STREET

SUITE 2300

SACRAMENTO, CA 95814

(916) 556-5800 www.bkf.com

Design Development (95%) 03/17/2023 Construction Documents (100%) 08/04/2023

C-402

GRADING PLAN

HOSPITAL

57 ROS 25

SDMH

RIM 92.75

12" PVC INV(N)= UNK

15" PVC INV(E)= UNK

15" PVC INV(W)= UNK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

(100%) SUBMISSION

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 A/E:

STAMP

321 4 5 6 7 8 9 10

612A4-21-011

B

IM

M at he r E nt ra nc es

S id ew al ks /M at he r_ E nt ra nc es

+S id ew al ks .rv t

/7 /2

3:

:1

P M

Awen Solutions Group 4196 Merchant Plaza, Suite 711 Woodbridge, VA 22192

(202) 304-9784

Correct Mather Entrance Access and Parking

08/04/2023Revisions: Date:

Schematic Design (35%) 06/24/2022 Design Development (65%) 10/21/2022

JS MM

10535 HOSPITAL WAY MATHER, CA.980 9TH STREET

SUITE 2300

SACRAMENTO, CA 95814

(916) 556-5800 www.bkf.com

Design Development (95%) 03/17/2023 Construction Documents (100%) 08/04/2023

C-501

UTILITY PLAN

HOSPITAL

57 ROS 25

M

ATHER

HOSPITAL

57 ROS 25

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

(100%) SUBMISSION

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 A/E:

STAMP

321 4 5 6 7 8 9 10

612A4-21-011

B

IM

M at he r E nt ra nc es

S id ew al ks /M at he r_ E nt ra nc es

+S id ew al ks .rv t

/7 /2

3:

:1

P M

Awen Solutions Group 4196 Merchant Plaza, Suite 711 Woodbridge, VA 22192

(202) 304-9784

Correct Mather Entrance Access and Parking

08/04/2023Revisions: Date:

Schematic Design (35%) 06/24/2022 Design Development (65%) 10/21/2022

JS MM

10535 HOSPITAL WAY MATHER, CA.980 9TH STREET

SUITE 2300

SACRAMENTO, CA 95814

(916) 556-5800 www.bkf.com

Design Development (95%) 03/17/2023 Construction Documents (100%) 08/04/2023

C-502

UTILITY PLAN

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

(100%) SUBMISSION

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 A/E:

STAMP

321 4 5 6 7 8 9 10

612A4-21-011

B

IM

M at he r E nt ra nc es

S id ew al ks /M at he r_ E nt ra nc es

+S id ew al ks .rv t

/7 /2

3:

:1

P M

Awen Solutions Group 4196 Merchant Plaza, Suite 711 Woodbridge, VA 22192

(202) 304-9784

Correct Mather Entrance Access and Parking

08/04/2023Revisions: Date:

Schematic Design (35%) 06/24/2022 Design Development (65%) 10/21/2022

JS MM

10535 HOSPITAL WAY MATHER, CA.980 9TH STREET

SUITE 2300

SACRAMENTO, CA 95814

(916) 556-5800 www.bkf.com

Design Development (95%) 03/17/2023 Construction Documents (100%) 08/04/2023

C- 503

LOT 8 GRADING AND

UTILITY ENLARGEMENTS

1" = 20' 1" = 20'

HOSPITAL

57 ROS 25

SDMH

RIM 92.75

12" PVC INV(N)= UNK

15" PVC INV(E)= UNK

15" PVC INV(W)= UNK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

(100%) SUBMISSION

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 A/E:

STAMP

321 4 5 6 7 8 9 10

612A4-21-011

B

IM

M at he r E nt ra nc es

S id ew al ks /M at he r_ E nt ra nc es

+S id ew al ks .rv t

/7 /2

3:

:1

P M

Awen Solutions Group 4196 Merchant Plaza, Suite 711 Woodbridge, VA 22192

(202)…