P01 - Parking Lot Drawings - BLDG 9 PARKING_CD_100924.pdf

PDF 2 MB Posted Nov 22, 2024

Attached to: Z1DA--NRM-CONST 528A6-20-633 RENOVATE BUILDING 9
Solicitation number: 36C24225B0006
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Nov 22, 2024

This document is a set of construction drawings and general notes for a project to renovate Building 9 at the Bath VA Medical Center in Bath, New York. The key details are:

The project is to renovate the interior and exterior of Building 9, which was formerly used as a theater hall and is now vacant. The scope of work includes demolition, structural repairs, new interior construction, replacement of mechanical/electrical/plumbing systems, and site work such as a new parking lot and sidewalks. The renovated building will serve as the campus temporary police station. The project must comply with all applicable VA, building, and safety codes and standards. Specific requirements include preparing submittals, minimizing disruption to patients/employees, providing a 1-year warranty, and completing the project within 365 days. The federal agency involved is the Department of Veterans Affairs.

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S06 - 0003 - 36C24225B0006 - Renovate Building 9.docx	DOCX document	Jan 7, 2025
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PEC G001

COVER AND

DRAWING INDEX

PEC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

SCALE: (FOR REFERENCE ONLY)

DATE:NO. REVISION:

1 2 3 4 5 6 7 8 9

E o n e q u a rt e r in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t 4 o n e h a lf in ch o n e f o o t

528A6-20-633RENOVATE BUILDING 9

BATH, NEW YORK

NEW PARKING LOT

10/9/2024

CONSTRUCTION

DOCUMENTS

DISCIPLINE/

SHEET NO. DESCRIPTION

G001 COVER SHEET & DRAWING INDEX

C001 SITE NOTES, SYMBOLS & ABBREVIATIONS

CD101 SITE DEMOLITION PLAN

C201 SITE IMPROVEMENT PLAN

C301 SITE GRADING PLAN

C401 SITE CONSTRUCTION DETAILS

Bath VAMC

FIREPLACE

SHED

GARDEN PLOT

SHED

EMPTY TRANSFORMER

BLOCK BUILDING

DUGOUT

CONCRETE WALL

DUGOUT

PROJECT

AREA

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DRAWING INDEX

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RENOVATE BUILDING 9

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DEPARTMENT OF VETERANS AFFAIRS PROJECT NO. 528-A6-20-633 BATH, NY

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SCALE: NONE

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SITE PLAN

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SCALE: NONE

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SITE LOCATION

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COHOCTON RIVER

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AVENUE A

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VETERANS AVENUE

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SAN JUAN AVENUE

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GETTYSBURG AVENUE

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RIVER ROAD

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GETTYSBURG AVENUE

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LAUNDRY SERVICE ROAD

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ARGONNE AVENUE

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AutoCAD SHX Text 29A

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COHOCTON RIVER

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BELFAST STREET

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NATIONAL CEMETERY

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31 BOILER PLANT

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30 SECTION 6 - ADMINISTRATION BUILDING

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18 VOLUNTEER SERVICES

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114 GAUGE HOUSE

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113 METER HOUSE

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7 INTERN HOUSING

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4 LUMBER SHED

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103 SUPPLY WAREHOUSE

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97 BLEACHERS - NORTH

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94 PARADE GROUND - FLAG POLE

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106 CANTEEN PATIO

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104 SECTION 1 - DOMICILIARY

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112 GAZEBO

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98 COVERED PICNIC AREA

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96 BLEACHERS - EAST

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95 CEMETERY FLAG POLE

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108 HEAVY EQUIPMENT STORAGE

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44 STATION POLICE

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1301 NATIONAL CEMETERY SERVICE

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84 COMPENSATED WORK THERAPY

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75 ENGINEERING SHOPS: HVAC, PAINT, ELECT., PLUMBING

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41 FISCAL, CONTRACTING

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32 RESEARCH PSYCHOLOGY, SOCIAL WORK

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24 MAIN DINING ROOM, KITCHEN

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15 GARAGES, MASONRY STORAGE

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76 HOSPITAL

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56 QUARTERS

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57 THREE CAR GARAGE

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53 THREE CAR GARAGE

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55 QUARTERS

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54 QUARTERS

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51 QUARTERS

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52 QUARTERS

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50 QUARTERS

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42 HONOR GUARD

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35 SECTION 3 - PERSONNEL, CANTEEN

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39 MAIN CHAPEL

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38 NY STATE VETERANS REPRESENTATIVE

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78 SECTION 2 - COMMUNITY LIVING CENTER (CLC)

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79 BRIDGE

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93 FIELD HOUSE

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92 RECREATION & EMPLOYEE EDUCATION

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81 UNDERGROUND RESERVOIR

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16 CARPENTER SHOP

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17 LAUNDRY, PRINTING SHOP

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14 FIRE DEPARTMENT, GARAGE

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10 DAY TREATMENT (PRRC)

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9 VACANT

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34 SECTION 4 - DOMICILIARY

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20 SEWER PUMP HOUSE

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33 SECTION 5 - INFORMATION TECHNOLOGY (IT)

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29A MUSEUM, UPHOLSTERY, EMS, ENGINEERING

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6 ENGINEERING STORAGE

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3 EQUIPMENT STORAGE

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115 GREENHOUSE

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119 SMOKE SHELTER (ANNEX)

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121 SMOKE SHELTER (B35)

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116 IMPOUND YARD

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120 SMOKE SHELTER (B24)

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122 SMOKE SHELTER (B92)

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NEW PARKING LOT

PEC C001

GENERAL NOTES

PEC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

SCALE: (FOR REFERENCE ONLY)

DATE:NO. REVISION:

1 2 3 4 5 6 7 8 9

E o n e q u a rt e r in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t 4 o n e h a lf in ch o n e f o o t

528A6-20-633RENOVATE BUILDING 9

BATH, NEW YORK

NEW PARKING LOT

10/9/2024

CONSTRUCTION

DOCUMENTS

N.T.S.

1. THESE PLANS HAVE BEEN PREPARED USING THE MOST ACCURATE INFORMATION AND

DATA AVAILABLE AT THE TIME OF PREPARATION. FIELD CONDITIONS MAY BE

ENCOUNTERED DURING CONSTRUCTION WHICH VARIES FROM THOSE DEPICTED HEREIN.

AS SUCH, THESE PLANS SHOULD BE USED AS A CONSTRUCTION CONTROL REFERENCE,

NOT A PRECISE CONSTRUCTION DOCUMENT. MODIFICATIONS TO THE IMPROVEMENTS AS

SHOWN MAY BE REQUIRED BASED ON FIELD CONDITIONS AT THE TIME OF

CONSTRUCTION.

2. THE KNOWN STRUCTURES, UTILITIES, MANHOLES, PAVEMENTS, FENCES, POLES, AND

SIMILAR FEATURES LOCATED ON OR ADJACENT TO THE WORK SITE ARE SHOWN ON THE

PLANS. THIS INFORMATION HAS BEEN COMPILED FROM SEVERAL SOURCES AND IS

SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR. THIS INFORMATION IS NOT

GUARANTEED TO BE COMPLETE OR WITHOUT ERRORS. THE SIZE AND LOCATION OF

STRUCTURES AND UTILITIES MAY BE INACCURATE. OTHER OBSTRUCTIONS MAY BE

ENCOUNTERED. IF DAMAGE IS CAUSED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

REPAIR OF SAME AND FOR ANY RESULTING CONTINGENT DAMAGE OR COSTS.

3. THE LOCATION OF UTILITIES AND STRUCTURES SHOWN ARE NOT NECESSARILY CURRENT,

COMPLETE, OR CORRECT. THE NOTIFICATION OF AFFECTED UTILITY OWNERS IN

ADVANCE OF CONSTRUCTION AND THE EXACT LOCATION AND PROTECTION OF UTILITIES

ARE THE RESPONSIBILITY OF THE CONTRACTOR.

4. PROVIDE AND MAINTAIN A SAFE EXCAVATION IN ACCORDANCE WITH OSHA GUIDELINES.

5. ALL INSPECTIONS/SITE ASSESSMENTS MUST BE PERFORMED BY A QUALIFIED

PROFESSIONAL.

6. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR

COMPLYING WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS, TOGETHER

WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS

(INCLUDING EMPLOYEES) AND PROPERTY. THE CONTRACTOR SHALL COMPLY WITH THE

OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 DURING THE CONDUCT AND

PERFORMANCE ON AND IN CONNECTION WITH THIS PROJECT. IT IS ALSO THE SOLE

RESPONSIBILITY OF THE CONTRACTOR TO INITIATE, MAINTAIN, AND SUPERVISE ALL

SAFETY REQUIREMENTS, PRECAUTIONS, AND PROGRAMS IN CONNECTION WITH THE

WORK.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR EXERCISING REASONABLE CARE IN

OPERATING EQUIPMENT IN THE VICINITY OF UTILITIES. WHETHER OVERHEAD, AT GROUND

LEVEL, OR BURIED, AND SHALL SAVE AND HOLD HARMLESS DESIGNER, THE OWNER, AND

ANY OF THEIR DESIGNATED AGENTS FROM AND AGAINST ANY AND ALL CLAIMS AND

DAMAGES OF ANY KIND OF INJURY TO, OR DEATH TO, ANY PERSON OR PERSONS AND

FROM DAMAGE TO OR LOSS OF PROPERTY, ARISING OUT OF, OR ATTRIBUTED TO THE

NEGLIGENCE OF CONTRACTOR'S OPERATIONS.

8. THE CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH THE REGULATIONS OF THE

U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

(OSHA), THE U.S. DEPARTMENT OF TRANSPORTATION (DOT), THE U.S. ENVIRONMENTAL

PROTECTION AGENCY (EPA), AND SIMILAR STATE AND OTHER AGENCIES HAVING

JURISDICTION OVER THE WORK BEING PERFORMED.

9. THE CONTRACTOR SHALL PROVIDE NECESSARY HEALTH AND SAFETY TRAINING FOR ALL

OF THE CONTRACTOR'S ON-SITE PERSONNEL.

10. THE CONTRACTOR SHALL HAVE A HEALTH AND SAFETY PLAN (HASP), WHICH DESCRIBES

THE WORK BEING UNDERTAKEN, THE RISKS INVOLVED IN PERFORMING THE REQUIRED

TASKS, THE MEASURES BEING TAKEN TO MITIGATE THE RISKS/HAZARDS, AND

EMERGENCY RESPONSE PLANS. THE FOLLOWING TOPICS MUST BE COVERED IN THE

CONTRACTOR'S HASP, AT A MINIMUM:

A. EMERGENCY RESPONSE PLANS (CLOSEST HOSPITAL

INFORMATION/DRIVING ROUTE)

B. SITE AUTHORITIES AND ADDITIONAL EMERGENCY CONTACT PHONE

NUMBERS

C. SPECIFIC TASK JOB SAFETY ANALYSIS (JSA) FOR ALL WORK TASKS

D. REQUIRED PERSONAL PROTECTIVE EQUIPMENT (PPE)

E. DESIGNATED EMERGENCY MEETING LOCATION

F. KICK-OFF TAILGATE MEETING OUTLINE (TAILGATE TO BE CONDUCTED

DAILY)

G. SIGN-OFF LINES (ALL ON-SITE REQUIRED TO SIGN DAILY)

11. THE CONTRACTOR SHALL AT ALL TIMES MEET ALL SAFETY REQUIREMENTS SET FORTH IN

THEIR HEALTH & SAFETY PLAN (HASP) FOR THE SITE. THE CONTRACTOR SHALL BE

SOLELY RESPONSIBLE FOR CONDITIONS AT THE SITE, INCLUDING SAFETY OF ALL

PERSONS AND PROPERTY WHILE PERFORMING THE WORK. THIS REQUIREMENT WILL

APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE

CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY COMMISSION "GENERAL

SAFETY RULES AND REGULATIONS FOR THE CONSTRUCTION INDUSTRY", 29 CFR 1926 AND

SAFETY RULES. THE CONTRACTOR SHALL REQUIRE ALL PERSONNEL TO WEAR

APPROPRIATE PROTECTIVE CLOTHING, HARD HATS, ETC., AS REQUIRED BY LAW.

12. IN ACCORDANCE WITH GENERALLY ACCEPTED PRACTICES, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL MATTERS RELATING TO THE HEALTH AND SAFETY OF ITS

PERSONNEL AND EQUIPMENT AND THE PUBLIC IN PERFORMANCE OF THE WORK. THIS

INCLUDES RECOGNITION OF THE POTENTIAL HEALTH AND SAFETY HAZARDS ASSOCIATED

WITH THE WORK AND INCLUDES COMPLIANCE WITH THE MINIMUM REQUIREMENTS OF THE

HEALTH AND SAFETY PLAN IN FORCE FOR THE WORK, IF APPLICABLE. IT IS UNDERSTOOD

THAT PROTECTIVE MEASURES SPECIFIED IN ANY HEALTH AND SAFETY PLAN ARE

MINIMUM REQUIREMENTS FOR THE WORK.

13. CONTRACTOR WARRANTS WHEN REQUIRED BY A PROJECT THAT ALL ITS EMPLOYEES

PERFORM WORK ON SAID PROJECT ARE PERMITTED TO ENGAGE IN HAZARDOUS WASTE

OPERATIONS THAT COULD EXPOSE THEM TO HAZARDOUS SUBSTANCES, SAFETY, OR

HEALTH HAZARDS, AND SHALL PROVIDE EVIDENCE PRIOR TO COMMENCING WORK THAT

ALL WORKERS HAVE OBTAINED THE NECESSARY HEALTH AND SAFETY TRAINING AND

MEDICAL SURVEILLANCE AS REQUIRED BY OSHA 1910.120.

14. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING A SECURE AND

SAFE SITE DURING THE ENTIRE PROJECT. DURING NON-WORK HOURS, BARRICADES AND

GATES SUPPLIED BY THE CONTRACTOR SHALL BE SET OR LOCKED TO PROTECT

TRESPASSERS AND TO SECURE THE WORK ZONE. THE CONTRACTOR SHALL PROVIDE

PROPER CHAIN LINK FENCE AND BARRICADES FOR ANY EXCAVATION OR HAZARDOUS

AREA THAT REMAINS OPEN OVER NIGHT.

15. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED SURVEYS TO COMPLETE THE

PROJECT, INCLUDING REESTABLISHMENT OF CONTROL POINTS, DAMAGED R/W PINS AND

STAKING OF EASEMENTS. THE CONTRACTOR SHALL REFERENCE ALL IRON PINS AND

MONUMENTS BEFORE EXCAVATING AT OR NEAR SAID IRON PINS OR MONUMENTS. IF ANY

PINS OR MONUMENTS ARE DESTROYED OR DAMAGED BY THE CONTRACTOR, THEY SHALL

BE ACCURATELY REPLACED BY A REGISTERED SURVEYOR IN THE STATE OF NEW YORK

AT THE COMPLETION OF THE PROJECT.

16. ALL REQUIREMENTS DESCRIBED WITHIN THE GENERAL NOTES SECTION AND CONTRACT

DOCUMENTS, UNLESS OTHERWISE INDICATED, SHALL BE CONSIDERED INCIDENTAL TO

THE PROJECT WITH NO ASSOCIATED PAY ITEM AND NO ADDITIONAL COMPENSATION TO

BE AWARDED TO THE CONTRACTOR.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDITION OF ALL WORK

PERFORMED WITHIN WORK LIMITS FOR A PERIOD OF ONE (1) YEAR FROM THE FINAL

ACCEPTANCE OF THE WORK, AND SHALL MAKE ANY NECESSARY REPAIRS AT NO COST TO

THE OWNER.

18. THE CONTRACTOR WILL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,

PROCEDURES, AND/OR TECHNIQUES.

19. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS

ASSOCIATED WITH THE WORK AS DESCRIBED WITHIN THE PROJECT SPECIFICATIONS AND

DRAWINGS.

20. ANY MODIFICATION TO THE SPECIFICATIONS OR CHANGES TO THE WORK AS SHOWN ON

THE DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL BY THE CONTRACT OFFICER.

21. RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER THAN PRE-PROJECT CONDITION.

22. ANY CHANGES OR SUBSTITUTIONS MUST BE RECEIVE PRIOR APPROVAL FROM THE

CONTRACTING OFFICER.

23. ANY CONTRACTOR PERFORMING WORK IN A CONFINED SPACE (I.E. MANHOLES, TANKS,

CHAMBERS), MUST CERTIFY THAT THEY HAVE THEIR OWN CONFINED SPACE ENTRY

PROGRAM THAT MEET OR EXCEEDS OSHA'S REGULATIONS. CERTIFICATION MUST BE

NOTARIZED BY A PUBLIC NOTARY. LOCAL JURISDICTION MUST APPROVE TRAINING.

24. COMPACT BACKFILL AND FILL MATERIAL TO COMPLY WITH SPECIFICATIONS.

25. COMPACTION, FIELD DENSITY TESTS, AND PROOF ROLLING IS REQUIRED FOR ALL

EARTHWORK, REFER TO SPECIFICATION FOR REQUIREMENTS.

26. SHOULD WATER BE ENCOUNTERED, THE CONTRACTOR SHALL FURNISH AND OPERATE

SUITABLE PUMPING EQUIPMENT OF SUCH CAPACITY ADEQUATE TO DEWATER THE

EXCAVATION AREAS. THE EXCAVATION AREAS SHALL BE SUFFICIENTLY DEWATERED SO

THAT THE PLACEMENT OF ANY TYPE OF BACKFILL IS MADE ON FIRM, DRY GROUND IN

ACCORDANCE WITH THE SPECIFICATIONS.

27. THE CONTRACTOR MAY STOCKPILE CLEAN TOPSOIL, ON-SITE FOR RE-USE. ALL SOILS

MUST BE CONTROLLED USING BEST MANAGEMENT PRACTICES.

28. ALIGNMENT ADJUSTMENTS, IF ANY, SHALL BE COORDINATED WITH THE COR.

29. BEFORE BIDDING PROJECT, CONTRACTOR SHALL VERIFY ALL SITE FEATURES.

C0NTRACTOR IS RESPONSIBLE FOR RESTORING ALL SITE FEATURES DISTURBED BY

PROJECT.

30. EXISTING UNDERGROUND UTILITIES, SHOWN OR NOT SHOWN IN THESE DRAWINGS, ARE

TO BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK.

31. THE CONTRACTOR SHALL DOCUMENT AND PROVIDE AS-BUILT INFORMATION OF

ENCOUNTERED EXISTING UTILITIES.

32. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF AN UNDERGROUND PENETRATING

RADAR UTILITY LOCATOR TO MARK THE LOCATION OF ALL UTILITIES BEFORE ANY

CONSTRUCTION BEGINS. SCHEDULING OF LOCATION ACTIVITIES SHALL BE COORDINATED

WITH COR.

33. PROVIDE ACCURATE, FIELD CERTIFIED AS-BUILT DRAWINGS AT COMPLETION OF

CONSTRUCTION TO INCLUDE BUT NOT LIMITED TO: HORIZONTAL AND VERTICAL

LOCATIONS OF ALL PIPING, UTILITY CONNECTIONS, REPAIRS OR RELOCATIONS, AND ANY

FIELD CHANGES MADE DURING CONSTRUCTION. AS-BUILTS SHALL INCLUDE EXISTING

UTILITIES.

34. PROVIDE DESIRED CONSTRUCTION STAGING AREA SIZE TO VAMC AND COORDINATE WITH

COR TO DETERMINE FINAL LOCATION. CONSTRUCTION STAGING AREA SHALL BE

SURROUNDED WITH TEMPORARY CHAIN LINK FENCE.

35. EXCAVATION AREA(S) SHALL BE ENCLOSED WITH TEMPORARY ORANGE PLASTIC FENCE

AT ALL TIMES ACTIVE CONSTRUCTION IS NOT TAKING PLACE.

36. ALL EXISTING ASPHALT AND CONCRETE PAVEMENT, INCLUDING SIDEWALK, CURB, AND

PATHWAYS, SHALL NOT BE REMOVED UNLESS SAID ITEMS ARE WITHIN THE WORK LIMITS.

THE CONTRACTOR SHALL PRESERVE THE EXISTING QUALITY OF SAID ITEMS

THROUGHOUT THE PROJECT.

37. SURFACE DEBRIS SHALL BE PICKED UP AND DISPOSED OF PRIOR TO DEMOBILIZATION.

ALSO, ALL ASPHALT SURFACES SHALL BE BROOM CLEANED.

GENERAL NOTES

DEMOLITION AND STAGING KEY NOTES

1. INSTALL 7' HIGH CONSTRUCTION

SECURITY FENCE.

2. INSTALL SILT SOCK EROSION PROTECTION.

3. INSTALL CONSTRUCTION ENTRANCE AND

GATE.

4. REMOVE TURF AND MINIMUM 4" TOPSOIL.

TOPSOIL MAY BE SCREEN FOR REUSE ON

SITE.

5. REMOVE EXISTING TREE.

6. REMOVE EXISTING CONCRETE CURB.

7. MILL 1 12 INCHES EXISTING ASPHALT ROAD

FOR PAVEMENT TRANSITION. SAWCUT AT

EXTENTS.

PEC

CD101

SITE DEMOLITION AND

STAGING PLAN

PEC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

SCALE: (FOR REFERENCE ONLY)

DATE:NO. REVISION:

1 2 3 4 5 6 7 8 9

E o n e q u a rt e r in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t 4 o n e h a lf in ch o n e f o o t

528A6-20-633RENOVATE BUILDING 9

BATH, NEW YORK

NEW PARKING LOT

10/9/2024

CONSTRUCTION

DOCUMENTS

1' = 30'

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SANITARY SEWER MANHOLE

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RIM EL 1129.25'

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INV. EL.(W) 1123.90'

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INV. EL.(E) 1124.00'

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INV. EL.(NW) 1125.25'

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SEPTIC TANK

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6"PVC

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BUILDING NO. 9

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BUILDING NO. 7

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6"CLAY

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GRAVEL DRIVE

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CONC. WALK

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CONC. WALK

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CONC. WALK

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PORCH

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CONC. WALK

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SLATE

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PATIO

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STEP

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CONC. RAMP

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CONC. WALK

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CONC. WALK

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CONC. WALK

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CATCH BASIN

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RIM EL.1126.94

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12"MAPLE

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12"APPLE

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24'TREE

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15"MAPLE

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24'TREE

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24'APPLE

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20"MAPLE

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26"MAPLE

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24"MAPLE

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BUILDING NO. 10

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30"CMP

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INV.EL. 1124.17

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INV.EL.

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36"CMP

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INV.EL. 1122.58'

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INV.EL.1122.98'

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CONC. PAD

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CONC. WALK

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24"TRIPLE

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APPLE

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18"BLUE

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SPRUCE

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10"MAPLE

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CONC. WALK

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8"PVC

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4" PVC

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STM

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STM

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STM

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STM

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STM

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STM

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STM

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STM

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STM

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STM

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STM

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STM

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STM

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SANITARY SEWER MANHOLE

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RIM EL 1128.18'

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INV. EL.(S) 1122.40'

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INV. EL.(W) 1122.31'

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INV.EL. 1124.39'

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6"CLAY

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CATCH BASIN

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RIM EL.1126.80'

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INV.EL. 1124.24'(9"CLAY)

AutoCAD SHX Text

8"CLAY

AutoCAD SHX Text

INV.EL.8"CLAY

AutoCAD SHX Text 1123.97'

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text

INV 4" 1125.14'

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

RIM EL.1127.08

AutoCAD SHX Text

INV.EL.(W)1124.88')

AutoCAD SHX Text

8"CONC

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text 18"

AutoCAD SHX Text

NO INV.

AutoCAD SHX Text

CASING

AutoCAD SHX Text

INV.EL.

AutoCAD SHX Text 1125.8'

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text

8"CIP

AutoCAD SHX Text

INV.1123.89'

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text

RIM EL 1128.84'

AutoCAD SHX Text

INV. EL.(N) 1124.38'

AutoCAD SHX Text

WINDOW

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WELL

AutoCAD SHX Text

TW 954.0

AutoCAD SHX Text

BW 950.5

AutoCAD SHX Text 950.0

AutoCAD SHX Text

TC 954.0

AutoCAD SHX Text

BC 950.5

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

CONTOURS

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

SPOT ELEVATION

AutoCAD SHX Text

SPOT ELEVATION AT TOP/BOT. CURB

AutoCAD SHX Text

WALL ELEVATION AT TOP/BOT.

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

FIRE HYDRANT (FH)

AutoCAD SHX Text

SITE LIGHT (LS)

AutoCAD SHX Text

STORMWATER INLET

AutoCAD SHX Text

MANHOLE (MH)

AutoCAD SHX Text

NEW CATCH BASIN

AutoCAD SHX Text

NEW STORMWATER MANHOLE

AutoCAD SHX Text G

SITE SYMBOLS

SITE IMPROVEMENT KEY NOTES

1. PROVIDE ASPHALT PAVEMENT, PER DETAIL

1/C401

2. EXCAVATE SOIL AS NECESSARY AND

PROVIDE 6" GRAVEL PAD FOR TEMPORARY

ADA RAMP. ADA RAMP TO BE PROVIDED

AND INSTALLED BY OTHERS.

3. PROVIDE PAVEMENT MARKINGS AS

SHOWN. CONFIRM COLOR WITH COR.

4. PROVIDE CONCRETE CURB. SEE DETAIL

3/C401.

5. PROVIDE CONCRETE CURB TAPER. SEE

DETAIL 4/C401.

6. PROVIDE CONCRETE SIDEWALK. SEE

DETAIL 5/C401.

7. PROVIDE POWDER COATED CAST IRON

TACTILE WARNING DEVICE IN SIDEWALK.

COORDINATE COLOR WITH COR.

8. PROVIDE ADA SIGNAGE. SEE DETAIL

7/C401.

9. PROVIDE VISITOR SIGNAGE. SEE DETAIL

7/C401

10. LOCATION OF SITE LIGHTING. REFER TO

BUILDING DRAWINGS FOR INSTALLATION

DETAILS.

11. TOPSOIL AND SEED ALL DISTURBED

AREAS.

12. ADJUST WATER VALVE BOX AS

NECESSARY TO MATCH PAVEMENT

ELEVATION.

10'

TYP

18'

TYP

6' 6'8'

24'

PEC

C201

SITE IMPROVEMENT PLAN

PEC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

SCALE: (FOR REFERENCE ONLY)

DATE:NO. REVISION:

1 2 3 4 5 6 7 8 9

E o n e q u a rt e r in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t 4 o n e h a lf in ch o n e f o o t

528A6-20-633RENOVATE BUILDING 9

BATH, NEW YORK

NEW PARKING LOT

10/9/2024

CONSTRUCTION

DOCUMENTS

1' = 20'

AutoCAD SHX Text

BUILDING NO. 9

AutoCAD SHX Text

BUILDING NO. 7

AutoCAD SHX Text F

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

PORCH

AutoCAD SHX Text 60.4'

AutoCAD SHX Text 46.2'

AutoCAD SHX Text 15.7'

AutoCAD SHX Text 5.5'

AutoCAD SHX Text 5.4'

AutoCAD SHX Text 15.8'

AutoCAD SHX Text 14.7'

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

12"APPLE

AutoCAD SHX Text

24'TREE

AutoCAD SHX Text

15"MAPLE

AutoCAD SHX Text

24'APPLE

AutoCAD SHX Text

30"CMP

AutoCAD SHX Text

10"MAPLE

AutoCAD SHX Text 60.4'

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

STM

AutoCAD SHX Text

STM

AutoCAD SHX Text

STM

AutoCAD SHX Text

STM

AutoCAD SHX Text

STM

AutoCAD SHX Text

6"CLAY

AutoCAD SHX Text

AutoCAD SHX Text 3 00

AutoCAD SHX Text 3 50

4 00

PEC

C301

SITE GRADING PLAN

PEC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

SCALE: (FOR REFERENCE ONLY)

DATE:NO. REVISION:

1 2 3 4 5 6 7 8 9

E o n e q u a rt e r in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t 4 o n e h a lf in ch o n e f o o t

528A6-20-633RENOVATE BUILDING 9

BATH, NEW YORK

NEW PARKING LOT

10/9/2024

CONSTRUCTION

DOCUMENTS

1' = 20'

AutoCAD SHX Text

BUILDING NO. 9

AutoCAD SHX Text

BUILDING NO. 7

AutoCAD SHX Text F

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

PORCH

AutoCAD SHX Text 60.4'

AutoCAD SHX Text 46.2'

AutoCAD SHX Text 15.7'

AutoCAD SHX Text 5.5'

AutoCAD SHX Text 5.4'

AutoCAD SHX Text 15.8'

AutoCAD SHX Text 14.7'

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

12"APPLE

AutoCAD SHX Text

24'TREE

AutoCAD SHX Text

15"MAPLE

AutoCAD SHX Text

24'APPLE

AutoCAD SHX Text

30"CMP

AutoCAD SHX Text

INV.EL. 1124.17

AutoCAD SHX Text

INV.EL.

AutoCAD SHX Text 1123.57'

AutoCAD SHX Text

INV.EL.1122.98'

AutoCAD SHX Text

10"MAPLE

AutoCAD SHX Text 60.4'

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

STM

AutoCAD SHX Text

STM

AutoCAD SHX Text

STM

AutoCAD SHX Text

STM

AutoCAD SHX Text

STM

AutoCAD SHX Text

6"CLAY

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

RIM EL.1127.08

AutoCAD SHX Text

INV.EL.(W)1124.88')

AutoCAD SHX Text

8"CONC

AutoCAD SHX Text

8"CIP

AutoCAD SHX Text

INV.1123.89'

AutoCAD SHX Text 3 00

AutoCAD SHX Text 3 50

AutoCAD SHX Text 4 00

AutoCAD SHX Text 1127.1

AutoCAD SHX Text

PORCH ELEV 1130.0

AutoCAD SHX Text 1127.8

AutoCAD SHX Text 1127.9

AutoCAD SHX Text 1128.1

AutoCAD SHX Text 1127.8

AutoCAD SHX Text 1128.4

AutoCAD SHX Text 1127.1

AutoCAD SHX Text 1126.9

AutoCAD SHX Text 1128.00

AutoCAD SHX Text 1127.6

AutoCAD SHX Text 1126.8

AutoCAD SHX Text 1127.8

AutoCAD SHX Text 1128.1

AutoCAD SHX Text

EXG/ 1127.6

AutoCAD SHX Text

EXG/ 1127.4

AutoCAD SHX Text 1128.2

1127.2

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB

OR OTHER ADJACENT STRUCTURES.

2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT

LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.

3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' OR AT

A SPACING THAT MATCHES THE ADJACENT CURB.

4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" RADIUS.

5. SCORED JOINTS SHALL BE 1/4" DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH

OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.

6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH

A FINE BRUSH IN A TRANSVERSE DIRECTION.

7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' OR EQUAL TO SIDEWALK WIDTH.

1% MIN

2% MAX

6" M

VARIES PER PLANS 0' MIN

10.5' MAX

TYPICAL SECTION

EXPANSION AND SCORED JOINT DETAIL

60' MAX

EXPANSION JOINT TO EXPANSION JOINT

60' MAX

EXPANSION JOINT TO EXPANSION JOINT

SEE NOTE 7

(TYP) PL

PLANCLASS "B" CONCRETE

1" SCORED OR SAWCUT

CONTRACTION JOINT

1/4" R (TYP) FORMED

JOINTS ONLY

1/4" DEEP

SCORED

JOINTS3/1

6" (T

EXPANSION JOINT WITH 1/4"

BITUMINOUS JOINT FILLER

TOP OF CURB

1% MIN

2% MAX

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB

OR OTHER ADJACENT STRUCTURES.

2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT

LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.

3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' OR AT

A SPACING THAT MATCHES THE ADJACENT CURB.

4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" RADIUS.

5. SCORED JOINTS SHALL BE 1/4" DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH

OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.

6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH

A FINE BRUSH IN A TRANSVERSE DIRECTION.

7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' OR EQUAL TO SIDEWALK WIDTH.

1% MIN

2% MAX

6" M

VARIES PER PLANS 0' MIN

10.5' MAX

TYPICAL SECTION

EXPANSION AND SCORED JOINT DETAIL

60' MAX

EXPANSION JOINT TO EXPANSION JOINT

60' MAX

EXPANSION JOINT TO EXPANSION JOINT

SEE NOTE 7

(TYP) PL

PLANCLASS "B" CONCRETE

1" SCORED OR SAWCUT

CONTRACTION JOINT

1/4" R (TYP) FORMED

JOINTS ONLY

1/4" DEEP

SCORED

JOINTS3/1

6" (T

EXPANSION JOINT WITH 1/4"

BITUMINOUS JOINT FILLER

TOP OF CURB

1% MIN

2% MAX

H=DESIGN REVEAL

NOTES:

1. ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE

A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI.

2. MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15' .

3. 1/2" THICK EXPANSION JOINTS SHALL BE LOCATED AT

TANGENT POINTS IN CURB RETURNS, TRANSITIONS, AND

AT A MAXIMUM OF 60' INTERVALS. EXPANSION

MATERIAL SHALL ALSO BE PLACED BETWEEN CURBS

AND ADJACENT STRUCTURES, SIDEWALKS, DRIVEWAYS

AND CURB ACCESS RAMPS. THE 1/2" JOINT FILLER SHALL

EXTEND THE FULL DEPTH OF THE CONCRETE.

4. CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL

FOLLOWED BY BRUSHING WITH A FINE BRUSH ALONG

THE LENGTH OF THE CURB OR CURB AND GUTTER.

5. SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF

FORMS OR MAY BE SLIP FORMED.

6. ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL

BE FINISHED WITH A TOOL HAVING A 1/4" RADIUS

UNLESS A LARGER RADIUS IS INDICATED BY THE

APPLICABLE STANDARD DETAIL OR PROJECT PLANS.

7. FOR REVEALS OF 6" TO LESS THAN 8".

8. FOR REVEALS OF 8" TO 10".

6 TO 1 (MAX)

ROADWAY &

PAVEMENT

WIDTH

CONCRETE VERTICAL CURB

NOTE 7

9 1/2"

NOTE 8

10"

1:4 CURB

BATTER

CONCRETE CURB TERMINAL SECTION 6"

IN DESIGN END OF CURB 1/2" BITUMINOUS

JOINT FILLER

TOP OF CURB

PAVEMENT

SURFACE3/4" R

2" R

H=DESIGN REVEAL

NOTES:

1. ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE

A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI.

2. MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15' .

3. 1/2" THICK EXPANSION JOINTS SHALL BE LOCATED AT

TANGENT POINTS IN CURB RETURNS, TRANSITIONS, AND

AT A MAXIMUM OF 60' INTERVALS. EXPANSION

MATERIAL SHALL ALSO BE PLACED BETWEEN CURBS

AND ADJACENT STRUCTURES, SIDEWALKS, DRIVEWAYS

AND CURB ACCESS RAMPS. THE 1/2" JOINT FILLER SHALL

EXTEND THE FULL DEPTH OF THE CONCRETE.

4. CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL

FOLLOWED BY BRUSHING WITH A FINE BRUSH ALONG

THE LENGTH OF THE CURB OR CURB AND GUTTER.

5. SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF

FORMS OR MAY BE SLIP FORMED.

6. ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL

BE FINISHED WITH A TOOL HAVING A 1/4" RADIUS

UNLESS A LARGER RADIUS IS INDICATED BY THE

APPLICABLE STANDARD DETAIL OR PROJECT PLANS.

7. FOR REVEALS OF 6" TO LESS THAN 8".

8. FOR REVEALS OF 8" TO 10".

6 TO 1 (MAX)

ROADWAY &

PAVEMENT

WIDTH

CONCRETE VERTICAL CURB

NOTE 7

9 1/2"

NOTE 8

10"

1:4 CURB

BATTER

CONCRETE CURB TERMINAL SECTION 6"

IN DESIGN END OF CURB 1/2" BITUMINOUS

JOINT FILLER

TOP OF CURB

PAVEMENT

SURFACE3/4" R

2" R

NEW CONCRETE WALK

NEW CONCRETE CURB

12"

NEW BASE COURSE

NEW CONCRETE WALK

NEW CONCRETE CURB

12"

NEW BASE COURSE

1'- 0"1'-

31 2"

11 2"

TOP COURSE NYSDOT TYPE 7

BINDER COURSE NYSDOT TYPE 3

BASE COURSE NYSDOT TYPE 1

SUB-BASE COURSE

NYSDOT TYPE 4.0732

COMPACTED IN 2 LIFTS

COMPACTED FILL OR

PREPARED SUB-GRADE

(NOTE 1)

NOTE:

1. SUBGRADE TO BE PROOF-ROLLED AND SLOPED

TO DRAIN PER GRADING PLAN.

1'- 0"1'-

31 2"

11 2"

TOP COURSE NYSDOT TYPE 7

BINDER COURSE NYSDOT TYPE 3

BASE COURSE NYSDOT TYPE 1

SUB-BASE COURSE

NYSDOT TYPE 4.0732

COMPACTED IN 2 LIFTS

COMPACTED FILL OR

PREPARED SUB-GRADE

(NOTE 1)

NOTE:

1. SUBGRADE TO BE PROOF-ROLLED AND SLOPED

TO DRAIN PER GRADING PLAN.

9' MIN9' MIN

8' MIN 8' MIN

WALK

5'5'

1. SEE SITE AND ENGINEERING DESIGN MANUAL FOR PARKING BAY

WIDTHS.

2. SEE VA BARRIER FREE DESIGN HANDBOOK H-08-13 FOR

ACCESSIBLE SPACE QUANTITIES AND SIGNAGE.

3. ACCESSIBLE SPACE FOR VANS MUST BE 11' WIDE WITH 5'

ACCESS AISLES AND BE DESIGNATED FOR VANS ONLY.

NOTE:

REGULAR SPACES ACCESSIBLE SPACES

' M

-2

4" PAINTED PARKING

STALL LINES ACCESSIBILITY SYMBOL

4" PAINTED

DIAGONAL LINES

ACCESSIBILITY

SIGNS

9' MIN9' MIN

8' MIN 8' MIN

WALK

5'5'

1. SEE SITE AND ENGINEERING DESIGN MANUAL FOR PARKING BAY

WIDTHS.

2. SEE VA BARRIER FREE DESIGN HANDBOOK H-08-13 FOR

ACCESSIBLE SPACE QUANTITIES AND SIGNAGE.

3. ACCESSIBLE SPACE FOR VANS MUST BE 11' WIDE WITH 5'

ACCESS AISLES AND BE DESIGNATED FOR VANS ONLY.

NOTE:

REGULAR SPACES ACCESSIBLE SPACES

' M

-2

4" PAINTED PARKING

STALL LINES ACCESSIBILITY SYMBOL

4" PAINTED

DIAGONAL LINES

ACCESSIBILITY

SIGNS

" M

84" WHEN PEDESTRIAN PATH FROM CAR

TO WALK PASSES BY OR UNDER THE SIGN

GRADE

SET POST IN

CONCRETE

12"

RESERVED

PARKING

WHITE BACKGROUND

WHITE SYMBOL ON

BLUE SQUARE

GREEN LETTERING,

ARROW, & BORDER

2"X2" STEEL POST

METAL SIGN

VISITOR

PARKINGWHITE BACKGROUND

GREEN LETTERING,

ARROW, & BORDER

" M

84" WHEN PEDESTRIAN PATH FROM CAR

TO WALK PASSES BY OR UNDER THE SIGN

GRADE

SET POST IN

CONCRETE

12"

RESERVED

PARKING

WHITE BACKGROUND

WHITE SYMBOL ON

BLUE SQUARE

GREEN LETTERING,

ARROW, & BORDER

2"X2" STEEL POST

METAL SIGN

VISITOR

PARKINGWHITE BACKGROUND

GREEN LETTERING,

ARROW, & BORDER

PEC

C401

SITE DETAILS

PEC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

SCALE: (FOR REFERENCE ONLY)

DATE:NO. REVISION:

1 2 3 4 5 6 7 8 9

E o n e q u a rt e r in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t 4 o n e h a lf in ch o n e f o o t

528A6-20-633RENOVATE BUILDING 9

BATH, NEW YORK

NEW PARKING LOT

10/9/2024

CONSTRUCTION

DOCUMENTS

N.T.S.

SCALE: NTS

PAVEMENT DETAIL1SCALE: NTS

NEW CURB AT EXISTING ASPHALT2SCALE: NTS

CONCRETE SIDEWALK DETAIL3

SCALE: NTS

CONCRETE CURB DETAIL4SCALE: NTS

ADA SIGN DETAIL5SCALE: NTS

PAVEMENT STRIPING DETAIL6

Sheets and Views

Unsaved Drawing2-G001

Unsaved Drawing2-C001

Unsaved Drawing2-CD101

Unsaved Drawing2-C201

Unsaved Drawing2-C301

Unsaved Drawing2-C401

SITE_NEW_BLDG 9 PARKING-C301.pdf

Sheets and Views

C301

C201.pdf

Sheets and Views

C201

CD101.pdf

Sheets and Views

CD101

File details come from the government source that posted it. Updated Nov 22, 2024.