Attachment VII - Drawings.pdf

Contact: Contact:

CINCINNATI

VAMC

Justin Beaudoin

COR

1000 S Ft Thomas Ave Fort Thomas, KY 41705 p: 513.475.6310 e: justin.beaudoin@va.gov

OWNER

GUIDON DESIGN, INC.

Stacey Paul Director / Project Manager

1221 N. Pennsylvania Avenue Suite 200 Indianapolis, IN 46202 p: 317.800.6388 x 104 e: spaul@guidondesign.com

CIVIL

ENGINEER

CINCINNATI VA HEALTH CARE SYSTEM

1000 S FT THOMAS AVE, FORT THOMAS, KENTUCKY 41075

RESURFACE AND STRIPE PARKING LOT AT FORT THOMAS

VA PROJECT #539-23-201

100% CONSTRUCTION DOCUMENTS

COVER SHEET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46202

317-800-6388

RESURFACE AND STRIPE

PARKING LOT AT FORT THOMAS

1000 S FT THOMAS AVE, FORT THOMAS, KY, 41075

539-23-201

N/A Chief Engineer

03/27/2023 SLP DSMRevisions: Date:

KRISTINA AMIN

PROJECT SITE

AREA MAP (NTS)

VICINITY MAP (NTS)

N

N

PROJECT SITE

SHEET LIST TABLE

SHEET NUMBER SHEET TITLE

CC000 COVER SHEET

CI001 CIVIL GENERAL NOTES

CI101 PHASING PLAN

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS102 MILLING PLAN

CS501 SITE DETAILS

CS502 SITE DETAILS

CG101 GRADING PLAN

CJ101 EROSION CONTROL PLAN

CJ501 EROSION CONTROL DETAILS

CC000

DEDUCT NOTE:

1. DO NOT CONSTRUCT SELECT

CONCRETE SIDEWALK AS NOTED

ON SHEETS CD101 AND CS101.

2. DO NOT CONSTRUCT CONCRETE

CURB RAMPS AND RELATED WORK

AS NOTED ON SHEETS CD101,

CS101 AND CG101

P:\22.1019 - VA Cincinnati Parking Lot Resurface and Stripe\2. Drawings\2-2_Civil\22.1019 - COVER SHEET.dwg, 3/27/2023 1:00:38 PM, _AutoCAD PDF (General Documentation).pc3

GENERAL

1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE,

AND FEDERAL LAWS AND REGULATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL

PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY,

COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.

3. THE DISTURBED AREA ON THE SITE DOES NOT EXCEED ONE ACRE. THE

CONTRACTOR SHALL NOT SUBMIT A NOTICE OF INTENT (NOI) FOR

COVERAGE UNDER KENTUCKY DEPT. OF ENVIRONMENTAL

MANAGEMENT GENERAL (NPDES) PERMIT PRIOR TO CONSTRUCTION.

4. FOR VIEWING CLARITY OF THESE PLANS, THE PIPES OR STRUCTURES

MAY NOT BE DRAWN TO SCALE.

5. THE UTILITIES INDICATED ON THESE PLANS MAY NOT BE A COMPLETE

INVENTORY OF ALL UTILITIES CURRENTLY ON OR NEAR THE SITE. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PUBLIC AND/OR

PRIVATE UTILITY LOCATING SERVICES PRIOR TO STARTING

CONSTRUCTION.

6. THE SIZE AND LOCATIONS OF THE UTILITIES INDICATED ON THESE

PLANS ARE APPROXIMATE. THE CONTRACTOR IS TO DETERMINE AND

FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO

STARTING CONSTRUCTION ACTIVITIES.

7. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT

BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE

ATTENTION OF THE ENGINEER OF RECORD AND COR PRIOR TO

CONSTRUCTION SO THAT REDESIGN OR CLARIFICATION MAY OCCUR.

8. IF WORK IS DEEMED TOO LOUD OR DISRUPTIVE TO PATIENT CARE AS

DETERMINED BY THE VA, THE WORK MUST BE COMPLETED BETWEEN

HOURS 6 PM AND 6 AM THE FOLLOWING DAY AS APPROVED BY THE COR.

9. CONTRACTOR TO PROVIDE STORAGE FOR ALL THE MATERIAL EITHER

ON OR OFF SITE.ANY ITEMS THAT ARE TEMPORARILY REMOVED AND

STORED MUST BE STORED BY THE CONTRACTOR. NO ITEMS ARE TO BE

STORED ON THE VA PROPERTY UNLESS THEY ARE IN THE VA

APPROVED CONNEX BOX LOCATION OR THEY ARE SPECIFICALLY

APPROVED BY THE VA OR AS SHOWN ON DRAWINGS.

10. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO

BID.

DEMOLITION

1. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE

CONTRACTOR, UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY

DISPOSED OF OFFSITE.

2. CONDUCT DEMOLITION AND CONSTRUCTION ACTIVITIES IN SUCH A

MANNER TO PROVIDE MINIMUM TRAFFIC DISRUPTIONS. CONTRACTOR

TO INSTALL TRAFFIC CONTROL DEVICES PER THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, AS NECESSARY.

3. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND

PROTECTED.

4. CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE

REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH

THE RESPECTIVE UTILITY COMPANY.

5. CONTRACTOR TO MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO

EXISTING BUILDINGS AND/OR SITE ENTITIES THAT ARE TO REMAIN.

7. CONCRETE TO BE SAWCUT SHALL BE SAWCUT TO THE NEAREST

CONCRETE JOINT BEYOND THE LIMITS ILLUSTRATED.

SITE PLAN

1. ALL DIMENSIONS ARE TO THE BACK OF CURB. WHEN CURBS ARE NOT

PRESENT, DIMENSION ARE TO THE EDGE OF PAVEMENT.

2. ALL PARKING STALLS SHALL BE 8' X 18' UNLESS OTHERWISE NOTED.

3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS ON THE SITE PRIOR

TO CONSTRUCTION AND IDENTIFY DISCREPANCIES TO THE ENGINEER

OF RECORD AND COR.

4. SEE SHEET CS501 AND CS502 FOR PROPOSED SITE IMPROVEMENT

DETAILS REFERENCED.

5. WHERE WORK IS DONE IN EXISTING AREAS, THE EXISTING FINISHED

CONDITIONS ARE TO BE REPAIRED OR REPLACED. THESE FINISHED

CONDITIONS ARE TO MATCH EXISTING UNLESS OTHERWISE NOTED.

GRADING

1. CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IN IMPROVED

AREAS IS ACHIEVED. CONTRACTOR TO TEST AND CORRECT ANY

PONDING CONDITIONS.

2. ALL DISTURBED AREAS NOT CALLED OUT FOR OTHER MATERIAL SHALL

BE FINE GRADED AND SEEDED.

3. ALL SLOPES SHALL BE 4:1 OR FLATTER, UNLESS OTHERWISE SHOWN.

4. ALL GRADES AT THE PROJECT BOUNDARY OR PROPERTY LINE SHALL

MEET EXISTING GRADES.

5. BUILDING PAD AREAS AND PAVED AREAS DESIGNATED FOR FILL SHALL

BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER

SPECIFICATIONS. ALL FILL AREAS ARE TO BE STRIPPED OF TOPSOIL

PRIOR TO PLACEMENT OF FILL.

6. ANY EXCESS SOIL MATERIAL SHALL BE EXPORTED FROM THE SITE

AFTER CONSTRUCTION IS COMPLETE.

7. CONTOURS ARE SHOWN AS A REFERENCE TO MEET JURISDICTIONAL

REQUIREMENTS. CONTRACTOR SHOULD GRADE SITE PER THE

PROPOSED SPOT GRADE ELEVATIONS.

UTILITIES

1. CONTRACTOR TO MAINTAIN ALL EXISTING UTILITIES TO STAY IN

SERVICE DURING CONSTRUCTION.

2. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR

TO CONSTRUCTION TO VERIFY UTILITIES THAT MIGHT BE PRESENT ON

SITE.

3. THE CONTRACTOR IS REQUIRED TO PROVIDE ADEQUATE SHEETING,

SHORING, AND DEWATERING IN ALL TRENCHES AND EXCAVATIONS AS

NECESSARY IN ACCORDANCE WITH OSHA AND IS SOLELY RESPONSIBLE

FOR THE SAFETY OF SHEETING, SHORING, AND DEWATERING.

4. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY

RULES AND GUIDELINES OF OSHA SHALL BE FOLLOWED. THE

CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES TO

HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR

PERSONS DURING THE COURSE OF THIS PROJECT.

EROSION CONTROL

1. EROSION AND SEDIMENTATION CONTROL DEVICES TO BE INSTALLED

PRIOR TO BEGINNING CONSTRUCTION.

2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS

PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION

ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO

CASE MORE THAN SEVEN (7) DAYS AFTER WORK HAS CEASED, UNLESS

ACTIVITY IN THAT PART OF THE SITE WILL RESUME WITHIN FOURTEEN

(14) DAYS.

3. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE

REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY

CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED,

AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY

INSTALLATION.

4. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES TO BE

MAINTAINED SUCH THAT THEY FUNCTION AS INTENDED. AFTER

COMPLETION OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL

DEVICES WHERE A GOOD STAND OF GRASS HAS BEEN ESTABLISHED

AND EROSION IS NO LONGER EVIDENT. REMOVAL OF THE REMAINING

DEVICES SHALL OCCUR AS OTHER AREAS ARE ESTABLISHED.

5. EROSION CONTROL MEASURES SHALL BE INSPECTED EVERY SEVEN (7)

DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS

ONE-HALF (1/2) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE

REPAIRED OR REPLACED IMMEDIATELY.

6. ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL

CONSTRUCTION SHALL BE SEEDED, MULCHED, AND RESTORED IN

ACCORDANCE WITH THE SPECIFICATIONS.

7. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE

TRACKING OF MUD ONTO PAVED ROADWAYS. THE CONTRACTOR SHALL

DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.

CIVIL SITE NOTES PROPOSED LEGEND

CI001

CIVIL GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46202

317-800-6388

RESURFACE AND STRIPE

PARKING LOT AT FORT THOMAS

1000 S FT THOMAS AVE, FORT THOMAS, KY, 41075

539-23-201

N/A Chief Engineer

03/27/2023 SLP DSMRevisions: Date:

KRISTINA AMIN

CIVIL SITE ABBREVIATIONS

AC ACRE

ABC AGGREGATE BASE COURSE

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

ALT ALTERNATE

APPROX APPROXIMATE

ARV AIR RELEASE VALVE

ASPH ASPHALT

ASSY ASSEMBLY

BC BACK OF CURB

BFP BACKFLOW PREVENTER

BLDG BUILDING

BLT BUILT

BM BENCHMARK

BNRY BOUNDARY

BO BLOW OFF

C/C CENTER TO CENTER

CB CATCH BASIN

CCTV CLOSED CIRCUIT TELEVISION

CFS CUBIC FEET PER SECOND

CHKV CHECK VALVE

CI CAST IRON

CIR CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL

JOINT

CL CENTER LINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CO CLEANOUT

COMM COMMUNICATION

CONC CONCRETE

CONST CONSTRUCT OR CONSTRUCTION

COR CORNER

CTR CENTER

CTRL CONTROL

CTV CABLE TELEVISION

CF CUBIC FEET

CY CUBIC YARD

CV CONTROL VALVE

DA DRAINAGE AREA

DAT DATUM

DBL DOUBLE

DDCV DOUBLE DETECTOR CHECK VALVE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE OR DIFFERENTIAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DOM DOMESTIC

DOT DEPARTMENT OF TRANSPORTATION

DS DOWNSPOUT

DW DOMESTIC WATER

EA EACH

EC EDGE OF CURB

EG EXISTING GRADE

EJ EXPANSION JOINT

ELEV ELEVATION

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION AGENCY

ESMT EASEMENT

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EDGE OF SHOULDER

ESMT EASEMENT

EW END WALL

EX EXISTING

EXP EXPANSION

F/F FACE TO FACE

FES FLARED END SECTION

FFE FINISH FLOOR ELEVATION

FHA FIRE HYDRANT ASSEMBLY

FNC FENCE

FOC FACE OF CURB

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPW FIRE PROTECTION WATER SUPPLY

FSP FIRE STANDPIPE

FT FEET OR FOOT

G NATURAL GAS OR GAS LINE

GA GAGE

GAL GALLON

GEN GENERATOR

GPD GALLONS PER DAY

GT GREASE TRAP

GV GATE VALVE

GUT GUTTER

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HANDICAP OR HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDWL HEADWALL

HH HAND HOLE

HORIZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

HV HOSE VALVE

HWY HIGHWAY

HYD HYDRANT

IE INVERT ELEVATION

INCL INCLUDED

INFO INFORMATION

INV INVERT

IW IRRIGATION WATER

LAT LATITUDE

LF LINEAR FEET (FOOT)

LOC LOCATION

LONG LONGITUDE OR LONGITUDINAL

LOS LINE OF SIGHT

LP LOW POINT OR LIGHT POLE

LT LEFT

MAX MAXIMUM

MB MAIL BOX

MEG MEET EXISTING GRADE

MEMO MEMORANDUM

MFG MANUFACTURED OR MANUFACTURE

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MOD MODIFY

MOT MAINTENANCE OF TRAFFIC

MULT MULTIPLE

MUNIC MUNICIPAL

MUTCD MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NORM NORMAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

PAR PARALLEL

PAVT PAVEMENT

PB PULL BOX

PC POINT OF CURVE

PCC POINT OF COMPOUND CURVE

PCCP CONCRETE PAVEMENT

PE POLYETHYLENE (PLASTIC)

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PG PROFILE GRADE

PH PHASE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PROPERTY LINE

PP POWER POLE OR POLYPROPYLENE

PR PROPOSED

PREV PREVIOUS

PRC POINT OF REVERSE CURVE

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PRV PRESSURE RELIEF VALVE

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE (PLASTIC)

R RADIUS

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

RDC REDUCER

REQ REQUIRE OR REQUIRED

RFI REQUEST FOR INFORMATION

ROW RIGHT OF WAY

RR RAILROAD

RT RIGHT

SAN SANITARY

SB SPLASH BLOCK

SCH SCHEDULE

SD STORM DRAIN

SDL SADDLE

SECT SECTION

SEP SEPARATE

SF SQUARE FOOT (FEET)

SGL SINGLE

SHLDR SHOULDER

SOV SHUT OFF VALVE

SPEC SPECIFICATION

SF SQUARE FEET

SS SANITARY SEWER

STA STATION

STD STANDARD

STM STEAM

SURF SURFACE

SURV SURVEY

SW SIDEWALK

SY SQUARE YARD

T TELEPHONE

TBM TEMPORARY BENCHMARK

TB-XX TEST BORING-XX (E.G., TB-01)

TD TRENCH DRAIN

TE TOP ELEVATION

TEMP TEMPORARY

THK THICKNESS

TOB TOP OF BANK

TOC TOP OF CURB

TOPO TOPOGRAPHY

TOS TOE OF SLOPE

TP TELEPHONE POLE

TYP TYPICAL

TW TOP OF WALL

UD UNDERDRAIN

UP UTILITY POLE

UTIL UTILITY

USGS U.S. GEOLOGICAL SURVEY

VAR VARIES

VB VALVE BOX

VC VERTICAL CURVE

VERT VERTICAL

VIF VERIFY IN FIELD

VOL VOLUME

W WATER LINE

WM WATER METER OR WATER MAIN

WT WATER TABLE

WTR WATER

WW WASTE WATER

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

MATCH EXISTING GRADE

TOP OF CURB

GUTTER

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

SPOT ELEVATION

CENTERLINE

TOP OF CURB

EDGE OF PAVEMENT

TC 643.50

GU 643.00

640.00

M.E.G.

TC 643.50

EP 643.00

FEMA FLOOD ZONE

SECTION NAME

SECTION LOCATED ON SHEET NO.

CS501

1.5" ASPHALT

MILLING LIMITS

CONCRETE LIMITS

BUILDING LIMITS

ASPHALT RESURFACING

LIMITS

SIGN

PARKING BUMPER

P:\22.1019 - VA Cincinnati Parking Lot Resurface and Stripe\2. Drawings\2-2_Civil\22.1019 - CIVIL GENERAL NOTES.dwg, 3/27/2023 1:00:45 PM, _AutoCAD PDF (General Documentation).pc3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46202

317-800-6388

RESURFACE AND STRIPE

PARKING LOT AT FORT THOMAS

1000 S FT THOMAS AVE, FORT THOMAS, KY, 41075

539-23-201

N/A Chief Engineer

03/27/2023 SLP DSMRevisions: Date:

KRISTINA AMIN

PHASING PLAN

CI101

PHASE 2 VEHICLE DETOUR ROUTE

PHASE 4

PEDESTRIAN

DETOUR

MAIN ENTRANCE

PHASE 1

PHASE 1

PHASE 1

PHASE 1PHASE 1

PHASE 2

PHASE 3

PHASE 4

N

0 6030

PHASING PLAN NOTES

PHASE 1 - SITE REPAIRS

THIS PHASE WILL INCLUDE SMALL SITE REPAIRS INCLUDING CURB RAMP

RECONSTRUCTION, CONCRETE SIDEWALK MILLING, CONCRETE SIDEWALK

REMOVAL AND REPLACEMENT, CONCRETE PAVEMENT REMOVAL AND

REPLACEMENT, AND CONCRETE SIDEWALK MILLING/CRACK FILLING. WORK

SHALL BE PERFORMED IN SUCH A MANNER TO MINIMIZE DISRUPTION TO THE VA

PATIENTS AND EMPLOYEES. PATIENT AND EMPLOYEE ACCESS TO THE BUILDING

SHALL BE MAINTAINED AT ALL TIMES.

CONTRACTOR TO PROVIDE DETOUR SIGNAGE AROUND ROAD OR SIDEWALK

CLOSURES.

THIS PHASE MAY NOT BE CONSTRUCTED CONCURRENTLY WITH ANY OTHER

PHASE.

PHASE 2 - ENTRANCE RESURFACING

THIS PHASE WILL INCLUDE THE RESURFACING AND REPAIRS OF THE MAIN

ENTRANCE DROPOFF AND ACCESS ROADWAYS. WORK SHALL BE PERFORMED IN

SUCH A MANNER TO MINIMIZE DISRUPTION TO THE VA PATIENTS AND

EMPLOYEES. PATIENT AND EMPLOYEE ACCESS TO THE BUILDING SHALL BE

MAINTAINED AT ALL TIMES.

CONTRACTOR TO PROVIDE DETOUR SIGNAGE AROUND ROAD CLOSURES.

THIS PHASE MAY NOT BE CONSTRUCTED CONCURRENTLY WITH PHASES 3 OR 4.

PHASE 3 - NORTH PARKING RESURFACING

THIS PHASE WILL INCLUDE THE RESURFACING AND REPAIRS OF THE NORTHERN

SECTION OF THE ONSITE PARKING LOT. WORK SHALL BE PERFORMED IN SUCH A

MANNER TO MINIMIZE DISRUPTION TO THE VA PATIENTS AND EMPLOYEES.

PATIENT AND EMPLOYEE ACCESS TO THE BUILDING SHALL BE MAINTAINED AT

ALL TIMES.

CONTRACTOR TO PROVIDE DETOUR SIGNAGE AROUND ROAD CLOSURES.

THIS PHASE MAY NOT BE CONSTRUCTED CONCURRENTLY WITH PHASES 2 OR 4.

PHASE 4 - SOUTH PARKING RESURFACING

THIS PHASE WILL INCLUDE THE RESURFACING AND REPAIRS OF THE SOUTHERN

SECTION OF THE ONSITE PARKING LOT. WORK SHALL BE PERFORMED IN SUCH A

MANNER TO MINIMIZE DISRUPTION TO THE VA PATIENTS AND EMPLOYEES.

PATIENT AND EMPLOYEE ACCESS TO THE BUILDING SHALL BE MAINTAINED AT

ALL TIMES.

CONTRACTOR TO PROVIDE DETOUR SIGNAGE AROUND ROAD CLOSURES AND

PROVIDE A DEDICATED PEDESTRIAN DETOUR.

THIS PHASE MAY NOT BE CONSTRUCTED CONCURRENTLY WITH PHASES 2 OR 3.

PHASING NOTES:

CONTRACTOR TO PROVIDE TRAFFIC BARRICADES AND SIGNS TO DIRECT

VEHICLE AND PEDESTRIAN AROUND WORK ZONES.

CONTRACTOR SHALL SUBMIT REQUESTS FOR SPECIFIC ROAD & PARKING LOT

CLOSURES IN WRITING TO THE COR A MINIMUM OF 3 WEEKS IN ADVANCE OF

WORK. FINAL DETAILS OF ROAD CLOSURES TO BE COORDINATED WITH THE COR

A MINIMUM OF 48 HOURS IN ADVANCE.

CONTRACTOR SHALL ENCLOSE WORK AREA IN CONSTRUCTION FENCE AND

MAINTAIN ACCESS TO BUILDING AT ALL TIMES DURING CONSTRUCTION.

PHASING LEGEND

PHASE 1

PHASE 2

PHASE 3

PHASE 4

PHASE BOUNDARY

PEDESTRIAN DETOUR PATH

VEHICLE DETOUR PATH

CONSTRUCTION

AND SAFETY SIGN

P:\22.1019 - VA Cincinnati Parking Lot Resurface and Stripe\2. Drawings\2-2_Civil\22.1019 - PHASING PLAN.dwg, 3/27/2023 1:00:51 PM, _AutoCAD PDF (General Documentation).pc3

168.01'

6.21'

34.31'

15.11' 6.26'

6.67'

3 2

5'

1.74'

7.36'

1.5'

2.8'

0.51'

11 TYP

6.86'

810 TYP

14.09'

9.11'

R5.05'

14.75'

10.62'

9.71'19 .1

7'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46202

317-800-6388

RESURFACE AND STRIPE

PARKING LOT AT FORT THOMAS

1000 S FT THOMAS AVE, FORT THOMAS, KY, 41075

539-23-201

N/A Chief Engineer

03/27/2023 SLP DSMRevisions: Date:

KRISTINA AMIN

DEMOLITION PLAN

CD101

N

0 6030

DEMOLITION PLAN KEYNOTES

1. ASPHALT MILLING

2. SAWCUT AND REMOVE CONCRETE CURB

3. SAWCUT AND REMOVE CONCRETE

SIDEWALK

4. REMOVE CONCRETE PARKING BUMPER

5. MILL UNEVEN CONCRETE SIDEWALK,

CREATE SMOOTH SURFACE

6. REMOVE CONCRETE PAVEMENT

7. SAWCUT AND REMOVE ASPHALT

PAVEMENT

8. REMOVE PARKING SIGN

NOTE:

REFER TO MILLING PLAN SHEET

CS102 FOR MORE INFORMATION ON

MILLING DEPTH AND LOCATION.

DEDUCT PLAN KEYNOTES

1. DO NOT SAWCUT AND REMOVE AND REPLACE

CONCRETE SIDEWALK.

2. DO NOT SAWCUT AND REMOVE AND REPLACE

CONCRETE CURB RAMPS

P:\22.1019 - VA Cincinnati Parking Lot Resurface and Stripe\2. Drawings\2-2_Civil\22.1019 - DEMO PLAN.dwg, 3/27/2023 1:01:00 PM, _AutoCAD PDF (General Documentation).pc3

18'

8'

18'

8'

18'

8'

18'

8'

168.01'

3 14

2.8'

5.34'

6.21'

4.53'

11 TYP

8.

5.25'

38'

23.21'

(TYP)

(TYP) 6

(TYP)

CONTRACTOR SHALL PAINT PURPLE HEART

RESERVED MARKINGS, VA SHALL PROVIDE

TEMPLATE.

(4 TYP)

16(6 TYP) 5'

8'

6' 3.13'

9'

(3 TYP)

R98'

R18'

(TYP)

(TYP)

(TYP)

14.09'

9.09'

R5.05'

10.37'

14.64'

6' 7.88'

32.55'

R4.5' 18.29'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46202

317-800-6388

RESURFACE AND STRIPE

PARKING LOT AT FORT THOMAS

1000 S FT THOMAS AVE, FORT THOMAS, KY, 41075

539-23-201

N/A Chief Engineer

03/27/2023 SLP DSMRevisions: Date:

KRISTINA AMIN

N

0 6030

SITE PLAN KEYNOTES

1. 1.5" ASPHALT SURFACE

2. ASPHALT PAVEMENT SECTION

3. ACCESSIBLE CURB RAMP

4. CONCRETE SIDEWALK

5. ACCESSIBLE PARKING SYMBOL, BLUE,

THERMOPLASTIC

6. PARKING STALL STRIPING, 4" WIDE,

YELLOW, PAINTED

7. PARKING STALL STRIPING, 4" WIDE, BLUE,

PAINTED

8. NO PARKING STRIPING, PAINTED, YELLOW,

4" WIDE

9. 24" WIDE, 24" SPACING CROSSWALK

STRIPING, WHITE, THERMOPLASTIC

10. CONCRETE PARKING BUMPER

11. CONCRETE PAVEMENT

12. ADJUST CASTING TO GRADE, INSTALL

CONCRETE COLLAR

13. CONCRETE CURB

14. CONCRETE CURB AND GUTTER

15. ASPHALT MILLING

16. ACCESSIBLE PARKING SIGN

17. PURPLE HEART ACCESSIBLE PARKING

SIGN

18. VISITOR PARKING SIGN

SITE PLAN

CS101

NOTE:

REFER TO MILLING PLAN SHEET

CS102 FOR MORE INFORMATION ON

MILLING DEPTH AND LOCATION.

DEDUCT PLAN KEYNOTES

1. DO NOT CONSTRUCT CONCRETE SIDEWALK

2. DO NOT CONSTRUCT ACCESSIBLE CONCRETE CURB

RAMPS1

2 2

P:\22.1019 - VA Cincinnati Parking Lot Resurface and Stripe\2. Drawings\2-2_Civil\22.1019 - SITEPLAN.dwg, 3/27/2023 1:01:07 PM, _AutoCAD PDF (General Documentation).pc3

TAPER MILL TO

0" ALONG EDGE

TAPER MILL TO

0" ALONG EDGE

TAPER MILL TO

0" ALONG EDGE

TAPER MILL TO

0" ALONG EDGE

TAPER MILL TO

0" ALONG EDGE

TAPER MILL TO

0" ALONG EDGE

TAPER MILL TO

0" ALONG EDGE

TAPER MILL TO

0" ALONG EDGE

TAPER MILL TO

0" ALONG EDGE

6'

3'

4' 6'

8.

'6'

6'

5'

6'

3' 6'

5'

5' 6'

6'

6'

3'

6'

6' 6'

6'

182.75'

.6

4'

97.7'

16.79'

28.32'

24.39'

.9

24'

2'

20.16' 41.22'

.3

4'

29.1'

5.34' 118.77'

5'

4'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46202

317-800-6388

RESURFACE AND STRIPE

PARKING LOT AT FORT THOMAS

1000 S FT THOMAS AVE, FORT THOMAS, KY, 41075

539-23-201

N/A Chief Engineer

03/27/2023 SLP DSMRevisions: Date:

KRISTINA AMIN

N

0 6030

MILLING DEPTH LEGEND

1. 1.5" ASPHALT SURFACE

2. 1.5" MILL

3. TAPER 0" MILL TO 1.5" MILL

MILLING PLAN

CS102

P:\22.1019 - VA Cincinnati Parking Lot Resurface and Stripe\2. Drawings\2-2_Civil\22.1019 - MILLING PLAN.dwg, 3/27/2023 1:01:17 PM, _AutoCAD PDF (General Documentation).pc3

CS501

SITE DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46202

317-800-6388

RESURFACE AND STRIPE

PARKING LOT AT FORT THOMAS

1000 S FT THOMAS AVE, FORT THOMAS, KY, 41075

539-23-201

N/A Chief Engineer

03/27/2023 SLP DSMRevisions: Date:

KRISTINA AMIN

SLOPE

RAMP ARC LENGTH

(1)

RA

M

P

AR

C

LE

NG

TH

(2

LANDING

LENGTH

SIDEWALK

6"

2%SLOPEMAX.

TAPERED CURB,

FLUSH WITH RAMP

SURFACE

TRUNCATED

DOMES

FLUSH WITH

EDGE OF

PAVEMENT

TAPERED CURB,

FLUSH WITH RAMP

SURFACE

COARSE

BROOMED

FINISH

CONCRETE PAVEMENT SECTION

NTS

6" 4000 PSI, TYPE B, AIR

ENTRAINED CONCRETE

6" AGGREGATE BASE

COMPACTED SUBGRADE

PER SPECIFICATIONS

2"6"

NTS

CONCRETE CURB

PAVEMENT

TOPSOIL

2'-0"

6"

*6

1"

NTS

CONCRETE CURB AND GUTTER

NOTE:

EXPANSION JOINT REQUIRED AT 10' INTERVALS

CONCRETE TO 4000 PSI, AIR ENTRAINED. SEE

SPECIFICATIONS.

2"R

TOPSOIL

7"

6"

1"R *

REVERSE

SLOPE

GUTTER 3

4"R

6"

NOTE :

EXPANSION JOINT REQUIRED AT 10' INTERVALS

4000 PSI, TYPE B, AIR ENTRAINED CONCRETE

25 4

1.5" ASPHALT RESURFACE

NTS

EXISTING PAVEMENT

1.5" ASPHALT SURFACE

TACK COAT

SIDEWALK WIDTH

2'-6"

SECTION A-A

SIDEWALK CURB RAMP

A

A

5%

SLOPE

MAX.

SIDEWALK

2% SLOPE

MAX.

CURB TO REMAIN AT

SIDEWALK ELEVATION

COARSE BROOMED FINISH

TAPERED CURB, FLUSH WITH

RAMP SURFACE

TRUNCATED DOMES

9' MIN.9' MIN.

5'

8' MIN. 8' MIN.

5'5'

NOTES

1. DIMENSIONS ARE SHOWN CENTER TO CENTER OF 4" LINE MARKINGS

2. ACCESSIBLE SPACE FOR VANS MUST BE 11' WIDE WITH 5' ACCESS AISLES

AND BE DESIGNATED FOR VANS ONLY.

PARKING STALL LAYOUT

NTS

REGULAR SPACES ACCESSIBLE SPACES

' M

IN

.-2

0' M

AX

4" PAINTED PARKING

STALL LINES

4" PAINTED

DIAGONAL LINES

ACCESSIBILITY SIGN

ACCESSIBLE PARKING

SYMBOL A

ELEVATION

SECTION A-A

NTS

CONCRETE PARKING BUMPER

6'-0"

1'-0" 1'-6" 1'-0" 1'-6"

A

6"

8"

2"

1'-0"

2" 2"

2 - #8 BARS,

18" (300)

4"

4"

5" 5"

2 - #3 BARS, 5'-8"

(1700)

4000 PSI, TYPE B, AIR ENTRAINED CONCRETE

8 7

STORM STRUCTURE CONCRETE COLLAR

NTS

ADJACENT PAVEMENT

PER PLANSCASTING/GRATE/COVER

PER PLANS

APPLY CONCRETE COLLAR TO INDICATED STORMWATER

STRUCTURES, INLETS, DRAINS IN PAVED AREAS ONLY.

5' -0

" M

IN

2'

-6

9"

3' -0

2"

NOTES

1. ALL FACILITIES FOR THE DISABLED

SHALL CONFORM WITH THE

AMERICANS WITH DISABILITIES ACT

AND ALL REVISIONS.

2. THE CHARACTERS AND THE

BACKGROUND OF SIGNS SHALL BE

EGGSHELL, MATTE, OR OTHER

NON-GLARE FINISH. CHARACTERS

AND SYMBOLS SHALL CONTRAST

WITH THEIR BACKGROUND. LIGHT

CHARACTERS ON DARK

BACKGROUND ARE PREFERED.

3. CONTRAST LEVELS OF SYMBOLS TO

BACKGROUND TO BE A MINIMUM OF

70%.

ACCESSBLE PARKING SIGN DETAIL

NTSNTS

ADJACENT PAVEMENT

PER PLANS

SLOPE

DIMENSIONS

RAMP ARC LENGTH (1)

RAMP ARC LENGTH (1)

RAMP ARC LENGTH (1)

8'-0"

10'-0"

8'-0"

EXISTING SIDEWALK

1.5" ASPHALT MILLING

AND RESURFACE

VARIES PER PLAN

1.5" RESURFACE ASPHALT

EXISTING ASPHALT

NTS

ASPHALT MILLING DETAIL6

VARIES PER

PLAN

NOTES

1) SUBGRADE TO BE A FREE DRAINING MATERIAL COMPACTED TO 90% OF MAXIMUM AS DETERMINED BY

ASTM D-698.

2) CONCRETE TO BE 4000 PSI @ 28 DAYS WITH 5 TO 7% AIR ENTRAINMENT, TYPE B.

3) CONTRACTOR TO COMPLY WITH AMERICANS WITH DISABILITIES ACT REQUIREMENTS WHEN

CONSTRUCTING FACILITIES FOR HANDICAP ACCESSIBILITY.

4) APPLY IPATOP-ARC ABRASION RESISTANT COATING TO ALL SLOPED SURFACES WITH ADA YELLOW

COLOR ADDED. INSTALL PER MANUFACTURERS REQUIREMENTS.

5) WIDTH SHALL MATCH APPROACH WALK WIDTH.

NTS

CONCRETE SIDEWALK

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'

[4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB.

4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm]

RADIUS.

5. SCORED JOINTS SHALL BE 1/4" [6mm] 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' [1829mm] OR EQUAL TO SIDEWALK WIDTH.

1" [25mm]

SCORED OR SAWCUT

CONTRACTION JOINT.

TOP OF CURB

1/4" [6mm] DEEP

SCORED JOINTS

1/4" [6mm] R. (TYP.)

FORMED JOINTS

ONLY

CLASS "B"

CONCRETE

EXPANSION JOINT WITH

1/4" [6mm] BITUMINOUS

JOINT FILLER

1% MIN. 2%

MAX.

1% MIN.

2% MAX.

[1 m m

4"

M

IN

VARIES PER PLANS 0' MIN.

10.5' MAX.

[3200mm]

TYPICAL SECTION

EXPANSION AND SCORED JOINT DETAIL

[5 m m

3/

[1 m m

4"

(T

YP

60' MAX.

[18288mm]

EXPANSION JOINT TO EXPANSION JOINT

60' MAX.

[18288mm]

EXPANSION JOINT TO EXPANSION JOINT

SEE NOTE 7

(TYP) PL

AN

S

P

ER

P

ER

PL

AN

S

PLAN

EXISTING

SIDEWALK

1.5" ASPHALT MILLING

AND RESURFACE

VARIES PER PLAN

1.5" RESURFACE ASPHALT

EXISTING ASPHALT

VARIES PER

PLAN

ASPHALT FOR TACK COAT

EXISTING CONCRETE

CURB

ASPHALT FOR TACK COAT

TYPICAL PAVEMENT SECTION3

PURPLE HEART PARKING SIGN

NTS

R1.5"

12" 1.5"

18"

NOTE:

SIGN USE 63 MIL THIK

ALUMINUM WITH

ROUNDED CORNERS

P:\22.1019 - VA Cincinnati Parking Lot Resurface and Stripe\2. Drawings\2-2_Civil\22.1019 - DETAILS.dwg, 3/27/2023 1:01:26 PM, _AutoCAD PDF (General Documentation).pc3

CS502

SITE DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46202

317-800-6388

RESURFACE AND STRIPE

PARKING LOT AT FORT THOMAS

1000 S FT THOMAS AVE, FORT THOMAS, KY, 41075

539-23-201

N/A Chief Engineer

03/27/2023 SLP DSMRevisions: Date:

KRISTINA AMIN

NOTE:

FIELD LEVEL DOME

COVERAGE = 41 POINTS

PER SQUARE INCH

INTERNAL EMBEDMENT FLANGE @

3" C/C (SEE PLAN FOR

ORIENTATION)

90° POINTS

0.045" HIGH

INTERNAL EMBEDMENT FLANGE

@ 3" C/C (SEE PLAN FOR

ORIENTATION)

0.625"Ø HOLE THROUGH EMBEDMENT

FLANGES (3 PER FLANGE) AS SHOWN ON

REFLECTED PLAN

0.625" Ø HOLE

THROUGH

EMBEDMENT FLANGES

(3 PER FLANGE)

INTERNAL

EMBEDMENT

FLANGE 7 PER

TILE

0.1875"Øx0.0625" DEEP

DOME UNDERSIDE OF

TILE

SECTION B-B

SECTION A-A

DETAILPLAN - TILE REFLECTED PLAN - TILE

3.125"3"

0.1875"

3.125"

0.1875"

0.

1.

5"

0.20" 0.20" 0.45" 0.45"

1.26" 1.67" 1.67"

24.625"

TILE FILLED WITH

STRUCTURAL POLYMER

CONCRETE

0.625" [16mm]Ø HOLE

EMBEDMENT FLANGES AS

SHOWN IN PLAN

0.

0.

0.3

"R

90° POINTS

0.045" HIGH0.20" 0.20" 0.45" 0.45"

1.26" 1.67" 1.67"

24.625"

0.3

"R

0.1875"

0.

1.

5"

0.

0.

0.

1.

2.3 5"

0.40"

1.26"

0.

0.

0.

1.67"

0.

0.

0.

0.0625"

TRUNCATED DOME TACTILE - WARNING STRIP

NTS

B B

A

A

1.26"1.26" 14 DOMES @ 1.67"

SPACING C/C

24.625"

1.

1.

D

O M

ES

.6

7"

SP

AC

IN

G C

/C

.6

SEE

DETAIL

RIGHT

1.26"3.125" 7 FLANGES @ 3"

SPACING C/C

24.625"

1.

5" 1.

8.

.6

8.

0.

0.625"1.238"

DETECTABLE WARNING NOTES:

THE DETECTABLE WARNING STRIP MUST COVER

THE ENTIRE WIDTH OF THE RAMP OPENING,

EXCLUDING THE WINGS. ALL DOMES MUST BE

ALIGNED IN THE DIRECTION OF TRAVEL. ONE

CORNER OF THE LEADING EDGE OF THE

DETECTABLE WARNING MAY BE MORE THAN 5 FEET

FROM THE BACK OF THE CURB. WHEN LOCATED

ALONG A CURB RETURN, THE LEADING EDGE OF THE

DETECTABLE WARNING MAY BE DEFINED BY THE

CHORD DRAWN BETWEEN THE LEADING EDGES OF

THE RAMP OPENING.3" ROUND ALUM. PIPE

8" ALUM. PANEL GLUED TO FACE

OF T-BAR

ALUM. T-BAR CUT DOWN

TO 1" WIDE

2" HOLES

CUT HOLE IN PLATE TO

PASS SUPPORT POLES

THROUGH PLATES

6" 8"

6" 8"

6"

8"

6" 8"

2" SQ. STEEL

FOUNDATION TUBE

WELDED TO PLATE

8" HOLES

8" X 2" STEEL BOLTS WELDED IN

FACE UP

4' -0

2" x 2"

X 1 8" S

Q.

ST

EE

L T

UB

E

3" x 3" x 1 8" A

LU

M.

RO

UN

D P

IPE

3" MIN

VISITOR PARKING SIGN POST AND FOUNDATION

NTS

1/4" STEEL MOUNTING PLATES

1/4" ALUM. MOUNTING PLATES

4000 PSI, TYPE B, AIR ENTRAINED CONCRETE

PARKING

VISITOR

ONLY

VISITOR PARKING SIGN

NTS

R4"

ACCESSIBLE PARKING SYMBOL

3'-3" 1'-2" 7"

4" 4"

3' -9

4"

3"

3"

3" 3"

TYP.

2" 9"

4"

NTS

R1.5"

12" 1.5"

18"

NOTE:

SIGN USE 63 MIL THIK

ALUMINUM WITH

ROUNDED CORNERS

P:\22.1019 - VA Cincinnati Parking Lot Resurface and Stripe\2. Drawings\2-2_Civil\22.1019 - DETAILS.dwg, 3/27/2023 1:01:27 PM, _AutoCAD PDF (General Documentation).pc3

M.E.G.

TC 835.08

GU 834.58

M.E.G.

TC 835.12

GU 834.62

M.E.G.

834.72

M.E.G.

834.26

M.E.G.

834.26

M.E.G.

835.12

834.31

834.35

.5

7.69'

M.E.G.

TC 840.72

GU 840.22

M.E.G.

TC 841.42

GU 840.92

M.E.G.

840.71

M.E.G.

840.80

M.E.G.

840.72

840.75

6.26'

.6

.4 2'

.6

1'

16.2'

2'

16.52'

M.E.G.

TC 842.08

GU 841.58

M.E.G.

842.06

M.E.G.

841.46

M.E.G.

841.44

2'

.1

1'

4.43'

M.E.G.

TC 843.03

GU 842.53

M.E.G.

842.97 M.E.G.

842.89

M.E.G.

842.99

4.53'

.3

8'

2'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46202

317-800-6388

RESURFACE AND STRIPE

PARKING LOT AT FORT THOMAS

1000 S FT THOMAS AVE, FORT THOMAS, KY, 41075

539-23-201

N/A Chief Engineer

03/27/2023 SLP DSMRevisions: Date:

KRISTINA AMIN

N

0 105

GRADING PLAN

CG101

M.E.G.

648.58

TC 648.53

EP 648.20

9.

.2

1'

6'

C O

C H

R

AN

A

VE

N U

E

C O

C H

R

AN

A

VE

N U

E C

O C

H R

AN

A

VE

N

U E

C O

C H

R

AN

A

VE

N U

E

DEDUCT NOTE:

2. DO NOT CONSTRUCT CONCRETE CURB

RAMPS ON THIS SHEET.

P:\22.1019 - VA Cincinnati Parking Lot Resurface and Stripe\2. Drawings\2-2_Civil\22.1019 - GRADING PLAN.dwg, 3/27/2023 1:01:39 PM, _AutoCAD PDF (General Documentation).pc3

IP

IP

SF

SF

SF

IP

IP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46202

317-800-6388

RESURFACE AND STRIPE

PARKING LOT AT FORT THOMAS

1000 S FT THOMAS AVE, FORT THOMAS, KY, 41075

539-23-201

N/A Chief Engineer

03/27/2023 SLP DSMRevisions: Date:

KRISTINA AMIN

EROSION CONTROL PLAN

CJ101

N

0 6030

EROSION CONTROL PLAN KEYNOTES

1. INLET PROTECTION

2. TEMPORARY SILT FENCE

3. PERMANENT SEEDING

4. CONCRETE WASHOUT

SF

P:\22.1019 - VA Cincinnati Parking Lot Resurface and Stripe\2. Drawings\2-2_Civil\22.1019 - EROSION CONTROL.dwg, 3/27/2023 1:01:57 PM, _AutoCAD PDF (General Documentation).pc3

CJ501

EROSION CONTROL

DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46202

317-800-6388

RESURFACE AND STRIPE

PARKING LOT AT FORT THOMAS

1000 S FT THOMAS AVE, FORT THOMAS, KY, 41075

539-23-201

N/A Chief Engineer

03/27/2023 SLP DSMRevisions: Date:

KRISTINA AMIN

STAPLES

(2 PER BALE)

STRAW BALE

10 mil PLASTIC LINING

NATIVE MATERIAL

(OPTIONAL)

WOOD OR

METAL STAKES

(2 PER BALE)

BINDER WIRE

CONCRETE WASHOUT

NTS

NOTES

1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.

2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE

WASHOUT FACILITY.

3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE

REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED.

4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE

TEMPORARY CONCRETE WASHOUT FACILITY SHALL BE BACKFILLED, REPAIRED, AND

STABILIZED TO PREVENT EROSION.

SECTION A-A

PLYWOOD

48"X24"

PAINTED WHITE

BLACK LETTERS

6" HEIGHT

LAG SCREWS

WOOD POST

3.5"X3.5"X8'

CONCRETE

WASHOUT

8"

2"

1.12" DIA

STEEL WIRE

STAPLE DETAI

SIGN DETAI

10' MINIMUM

VA

R

IE

S

10 mil PLASTIC LINING

PLAN

TYPE "ABOVE GRADE" WITH STRAW BALES

STRAW BALE (TYP)

A A

TYPE "BELOW GRADE"

BERM

10 mil PLASTIC LINING

A A

A A

SECTION A-A

SECTION A-A

PLAN

PLAN

SANDBAG

10 mil PLASTIC LINING

LATH AND

FLAGGING ON

3-SIDES

BERM

3'

10' MINIMUM

VA

R

IE

S

SANDBAG

10 mil PLASTIC LINING

STAKE

(TYP)

TWO-STACKED

2"X12" ROUGH

WOOD FRAME

10' MINIMUM

VA

R

IE

S

10 mil

PLASTIC

LINING

WOOD FRAME SECURELY

FASTENED AROUND

ENTIRE PERIMETER

WITH TWO STAKES

TYPE "ABOVE GRADE"

WITH WOOD PLANKS

INSTALLATION DETAIL SACK DETAIL

OVERFLOW

CUTOUT

DUMP STRAP

2 EACH DUMP

STRAPS

EXPANSION RESTRAINT

(1/4" NYLON ROPE, 2" FLAT

WASHERS)

INLET PROTECTION

8" M

IN

4"

" M

IN

" M

IN

TEMPORARY SILT FENCE

POST

SPACED

6' O.C.

FILTER FABRIC

COMPACTED

SOIL

EX. SUBGRADE

P:\22.1019 - VA Cincinnati Parking Lot Resurface and Stripe\2. Drawings\2-2_Civil\22.1019 - DETAILS.dwg, 3/27/2023 1:02:05 PM, _AutoCAD PDF (General Documentation).pc3