ATTACHMENT D.pdf

N I

EF

O R P

AN LIS

S

O

E

GNE

NI

R E

WE

THADDAEUS P. RICH

M O

CO

M

N

V

Lic. No. 062377

G I

A

IR

HALT OF

JOB NO.

SHEET NO.

SCALE

DESIGNED BY

CHECKED BY

D A

TE

DRAWN BY

DATE

R

EV

IS

IO

N D

ES

C R

IP

TI

O

N

YO

UR

V

IS

IO

N

AC

HI

EV

ED

T

HR

O

UG

H O

UR

S.

Th es e pl an s an d as so ci at ed d oc um en ts a re th e ex cl us iv e pr op er ty o f T

IM

M O

N S

G R

O U

P a nd m ay n ot b e re pr od uc ed in w ho le o r i n pa rt an d sh al l n ot b e us ed fo r a ny p ur po se w ha ts oe ve r, in cl us iv e, b ut n ot lim ite d to c on st ru ct io n, b id di ng

, a nd

/o r c on st ru ct io n st ak in g w ith ou t t he e xp re ss w rit te n co ns en t o f T

IM

M

O N

S G

R O

U P

B ou ld er s Pa rk w ay , S ui te

R ic hm on d, V A

TE

L

4.

0.

F

AX

.5

.1 w w w .t im m on s.

co m

TH

IS

D

RA

W

IN

G P

RE

PA

RE

D

A T

TH

E

CO

R

PO

R

A

TE

O

FF

IC

E

S :\3

\4

-H an ov er

_T er m \D

W G

\S he et \C

D \4

-C

0- C

O V

R .d w g

| P lo tte d on

/2 0/

:1

A

M by K ha n

K ar ya r

08/20/2024

47096

H A

N O

VE

R

C O

U N

TY

S

H

ER

IF

F’

S

PA

R K

IN

G

IM

PR

O

VE

M

EN

T

R A

N G

E B

U

IL

D

IN

G

H

A N

O

VE

R C

O U

N

TY

S H

ER

IF

F’ S

O

FF

IC

E

VA

KK

KK/TR

TR

/2

8/

S

T C

O U

N

TY

S U

B M

IT

TA

L

AS SHOWN

20 AUG.2024

TRAKiT #: SPR2024-00028

/1

8/

D C

O U

N

TY

S U

B M

IT

TA

L

/2 0/

R D

C O

U N

TY

S

U B

M

IT

TA

L

C O

V E

R S

H E

E T

C000

CIVIL ENGINEER

OWNER

CONTACT PERSON: THAD RICH

PHONE: 804.200.6500

EMAIL: Thad.Rich@timmons.com

CONTACT PERSON: MAJOR JUDSON H. FLAGG

PHONE: 804-365-6827

EMAIL: jhflagg@hanovercounty.gov

COUNTY OF HANOVER

1001 BOULDERS PARKWAY, SUITE 300

RICHMOND, VIRGINIA 23225

7522 COUNTY COMPLEX ROAD

HANOVER, VIRGINIA 23069

QUALITY ASSURANCE STATEMENT

A Quality Control and Assurance review has been performed on this document in accordance with the Timmons Group Quality Plan. The undersigned states that this document has been checked and reviewed in a manner commensurate with the level of detail for the type of submittal indicated below.

PROJECT MANAGER DATE

SUBMITTAL TYPE

AUG. 20, 2024

COUNTY SUBMISSION

VICINITY MAP

SCALE: 1"=1000'

SITE

GENERAL NOTES

1. OWNER/DEVELOPER:

HANOVER COUNTY SHERIFF'S OFFICE

7522 COUNTY COMPLEX ROAD

HANOVER, VIRGINIA, 23069

CONTACT PERSON: MAJOR JUDSON H. FLAGG

MAJOR JUDSON H. FLAGG

HANOVER COUNTY SHERIFF'S OFFICE

INVESTIGATIVE DIVISION

7522 COUNTY COMPLEX ROAD

P.O BOX 40

HANOVER VA 23069

JHFLAGG@HANOVERCOUNTY.GOV

804-365-6827 804-839-2116

LOCAL CONTACT:

TIMMONS GROUP

THAD RICH, PE

1001 BOULDERS PARKWAY

SUITE 300

RICHMOND, VA 23225

PH 804.200.6500

FAX 804.501.1016

EMAIL:Thad.Rich@timmons.com

2. PROJECT NUMBERS: SPR2024-00028, E&S 5896, AND PWLDC2024-00035.

3. GEOGRAPHIC PARCEL IDENTIFICATION NUMBER (GPIN): 8810-41-8712

4. RECEIVING CHANNEL/WATERS:UPPER PAMUNKEY RIVER, MECHUMPS CREEK

5. VAHU6 WATERSHED CODE:YO27, HUC12 (020801060901)

6. TRAFFIC ZONE: 1712

7. ZONING: A-1

8. ACREAGE: 327.743

9. CASE NUMBERS: CUP-15-79; CUP-21-90, Am. 93, 94, 95, 96, 00, 03, 05; SE-24-95, CUP2023-00017.

10. USE: STORAGE BUILDING AND CARPORT

SITE TABULATION CHART: TOTAL LOD =0.20+0.22 =0.42 AC

TOTAL BUILDING COVERAGE = 7,480 SF

TOTAL IMPERVIOUS COVERAGE = 0.25 AC (60%)

TOTAL OPEN SPACE = 0.17 AC (40%)

TOTAL SITE ACREAGE = 0.42 ACRES)

11. PROPOSED STORAGE BUILDING SQUARE FOOTAGE: ±2,800 SF FOOTPRINT

12. PROPOSED CARPORT BUILDING SQUARE FOOTAGE: ±4,680 SF FOOTPRINT

13. RPA LAND DISTURBANCE IMPACTS: N/A

14. THE SUBJECT SITE IS WITHIN A CBPA.

15. THIS PLAN HAS BEEN DESIGNED UNDER THE PROVISIONS OF PART II.B CHAPTER 870,

VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION.

16. THIS PROPERTY IS LOCATED WITHIN A FEMA DEFINED FLOOD ZONE "X", PER COMMUNITY

PANEL NUMBER 51085C0340B, DATED 12/02/2008.

17. WETLANDS IMPACTS = 0 SF

THERE ARE NO WETLANDS PRESENT ON THIS SITE.

UTILITIES: WATER AND SEWER:

WATER AND SANITARY ARE NOT USED IN THIS PROJECT AND WATER AND SANITARY ARE

PRIVATE.

SITE PLAN CERTIFICATE:

I, THAD RICH , CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF,

THIS PLAN IS CORRECT AND COMPLIES WITH HANOVER COUNTY CODE, AND THAT I

AM A QUALIFIED PROFESSIONAL LICENSED IN VIRGINIA. I ALSO CERTIFY THAT 0.42

ACRES OF LAND DISTURBANCE AND 0.25 ACRES OF NEW IMPERVIOUS AREA WILL

BE CREATED WITH THIS PROJECT.

062377 AUGUST 20, 2024

VA LICENSE # SIGNATURE DATE

EROSION CONTROL QUANTITIES

SILT FENCE 402 LF

SAFETY FENCE 810 LF

MANAHOLE PROTECTION 1 EA

CONSTRUCTION ENTRANCE 2 EA

LIMITS OF DISTURBANCE 0.42 AC

N A

D

Hanover County Sheriff Parking Improvements & Range Building

HANOVER, VIRGINIA

AUGUST 20, 2024

COUNTY SUBMITTAL

Sheet List Table Sheet Number Sheet Title

C000 COVER SHEET

C001 GENERAL CIVIL LEGEND

C002 GENERAL CIVIL NOTES

C003 CONDITIONAL USE PERMIT

C004 SITE PLAN APPROVED LETTER

C100 MASTER PLAN

C101 OVERALL EXISTING CONDITIONS & TOPOGRAPHY

C102 EXISTING CONDITIONS & TOPOGRAPHY (RANG HOUSE)

C103 EXISTING CONDITIONS & TOPOGRAPHY (PARKING)

C201 DEMO & EROSION AND SEDIMENT CONTROL PLAN PHASE 1 (RANGE HOUSE)

C202 DEMO & EROSION AND SEDIMENT CONTROL PLAN PHASE 1 (PARKING SITE)

C210 EROSION AND SEDIMENT CONTROL PLAN PHASE 2 (RANGE HOUSE)

C211 EROSION AND SEDIMENT CONTROL PLAN PHASE 2 (PARKING SITE)

C221 EROSION AND SEDIMENT CONTROL NOTE AND DETAILS

C222 EROSION AND SEDIMENT CONTROL NOTE AND DETAILS

C301 SITE PLAN (RANGE HOUSE)

C302 SITE PLAN (PARKING)

C311 SITE NOTES AND DETAILS

C401 GRADING PLAN (RANGE HOUSE)

C402 GRADING PLAN (PARKING)

C501 STORMWATER COMPLIANCE SUMMARY

C502 STORMWATER COMPLIANCE CALCULATIONS

C503 STORMWATER COMPLIANCE CALCULATIONS

C504 STORMWATER COMPLIANCE CALCULATIONS

C505 STORMWATER COMPLIANCE CALCULATIONS

C506 STORMWATER COMPLIANCE CALCULATIONS

C511 EXISTING LAND COVER MAP

C512 FINISHED LAND COVER MAP

C521 OVERALL EXISTING HYDROLOGY PLAN

C522 OVERALL POST HYDROLOGY PLAN

Donna Bowen Submittal Status

# DETAIL SECTION BUBBLE

x.xx

A DRAINAGE AREA LABEL

XX CALLOUT BUBBLE

# REVISION TRIANGLE

NORTH ARROW

SCALE 1"=10'

20'10' PLAN VIEW GRAPHIC SCALE

PROFILE SCALE

PROFILE VIEW GRAPHIC SCALE

GENERAL ANNOTATION

ADA PARKING SPACE

PARKING SPACE COUNT

CONCRETE WHEELSTOP

SITE FEATURES

SIGN

DOUBLE POST SIGN

BOLLARD

AERIAL UTILITY POLEUTILITIES

TV

C

CABLE TELEVISION MANHOLE

CABLE TELEVISION PEDESTAL

SATELLITE DISH

T

T

TELECOM MANHOLE

TELECOM PEDESTAL

LIGHT POLE

E

E

ELECTRIC METER

ELECTRIC MANHOLE

GUY POLE

ELECTRIC PEDESTAL

GUY ANCHOR

S SANITARY SEWER MANHOLE

XX

SANITARY SEWER CLEANOUT

SANITARY MANHOLE IDENTIFICATION

WATERLINE PLUG

DOUBLE DETECTOR CHECK ASSEMBLY

FITTING

FIRE HYDRANT ASSEMBLY

W WATER MANHOLE

WATER METER

POST INDICATOR VALVE

REDUCER

FIRE DEPARTMENT CONNECTION

W

SPIGOT

WATER VALVE

WELL

NATURAL GAS VALVE

STORM DRAINAGE STORM SEWER CLEANOUT

D STORM SEWER MANHOLE

1-1 STORM SEWER IDENTIFICATION

STORM SEWER ENDWALL

STORM SEWER WINGWALL

STORM SEWER END SECTION

DOWNSPOUT / ROOF DRAIN

SURVEY BENCHMARK LOCATIONSURVEY CONTROL

SURVEY CONTROL POINT

SOIL BORING IDENTIFICATION

XX

SOILS

EXISTING ADA PARKINGSITE FEATURES

AC

D

EXISTING SIGN

EXISTING DOUBLE POST SIGN

EXISTING AIR CONDITIONING UNIT

EXISTING BOLLARD

EXISTING DUMPSTER

EXISTING FLAG POLE

EXISTING HEADSTONE

EXISTING MAILBOX

EXISTING LIGHTED BOLLARD

U

EXISTING AERIAL UTILITY POLE

EXISTING UTILITY MANHOLE

EXISTING UTILITY VAULT

UTILITIES

TV

C

EXISTING CABLE TELEVISION MANHOLE

EXISTING CABLE TELEVISION PEDESTAL

EXISTING SATELLITE DISH

T

T

EXISTING TELECOM MANHOLE

EXISTING TELECOM PEDESTAL

EXISTING YARD LIGHT

EXISTING GROUND LIGHT

E

EXISTING LIGHT POLE

EXISTING ELECTRIC METER

EXISTING ELECTRIC MANHOLE

EXISTING GUY POLE

EXISTING GUY ANCHOR

EXISTING ELECTRIC BOX

S EXISTING SANITARY MANHOLE

EXISTING SANITARY CLEANOUT

EXISTING SANITARY FLOW DIRECTION

W

W

EXISTING FIRE HYDRANT

EXISTING FIRE DEPARTMENT

CONNECTION

EXISTING SPIGOT

EXISTING WATER METER

EXISTING WATER MANHOLE

EXISTING WATER VALVE

EXISTING POST INDICATOR VALVE

EXISTING WELL

EXISTING GAS METER

EXISTING DRIP VALVE

EXISTING GAS VALVE

D EXISTING STORM MANHOLE

EXISTING STORM CATCH BASIN

EXISTING DOWNSPOUT / ROOF DRAIN

EXISTING STORM FLOW DIRECTION

STORM DRAINAGE

EXISTING TRAFFIC SIGNAL POLE

TC EXISTING TRAFFIC SIGNAL BOX

SV

EXISTING SPRINKLER BOX

EXISTING SPRINKLER VALVE

EXISTING SPRINKLER HEAD

GENERAL ANNOTATION

CURB INLET

REVISION CLOUD

CREEK/STREAM CENTERLINE

CREAK/STREAM EDGE OF WATER

RCA RESOURCE CONSERVATION AREA

RPA RESOURCE PROTECTION AREA

GRADING AND DRAINAGE

DITCH CENTERLINE

MAJOR DRAINAGE AREA BOUNDARY

MINOR DRAINAGE AREA BOUNDARY

TIME OF CONCENTRATION

HYDROLOGY

FLOODPLAIN

X FENCESITE FEATURES

POND EDGE OF WATER

PROPERTY LINE

PROPERTY SETBACKS

PROPERTY ZONE

RAILWAY

ROAD CENTERLINE

GUARDRAIL

EDGE OF GRAVEL

SIGHT DISTANCE

EDGE OF UNPAVED SURFACE

EDGE OF SHRUB

EDGE OF TREES

MAJOR CONTOUR

MINOR CONTOUR

UD STORM SEWER UNDERDRAIN

WETLANDS BOUNDARY

OCATV OVERHEAD CABLE TV

UCATV UNDERGROUND CABLE TV

OFO OVERHEAD FIBER OPTIC

UFO UNDERGROUND FIBER OPTIC

OHT OVERHEAD TELECOM

UGT UNDERGROUND TELECOM

BAS BUILDING AUTOMATION SYSTEM

G NATURAL GAS SERVICE

OHP OVERHEAD POWER

UGP UNDERGROUND POWER

OH P/C OVERHEAD POWER + CABLE

OH P/T/C OVERHEAD POWER + TELECOM + CABLE

OH P/T OVERHEAD POWER + TELECOM

OH T/C OVERHEAD TELECOM + CABLE

UG P/C UNDERGROUND POWER + CABLE

UG P/T/C UNDERGROUND POWER + TELECOM + CABLE

UG P/T UNDERGROUND POWER + TELECOM

UG T/C UNDERGROUND TELECOM + CABLE

FM SANITARY SEWER FORCE MAIN

SAN SANITARY SEWER PIPE

6''SAN SANITARY SEWER PIPE WITH SIZE

W WATER SERVICE

F FIRE PROTECTION SERVICE

6''W WATER SERVICE WITH SIZE

6''F FIRE PROTECTION SERVICE WITH SIZE

EXISTING CREEK/STREAM CENTERLINE

EXISTING DITCH CENTERLINE

GRADING AND DRAINAGE

EXISTING FLOODPLAIN

EXISTING INUNDATION ZONE

EXISTING POND EDGE OF WATER

EXISTING STORM SEWER PIPE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

X X EXISTING FENCESITE FEATURES

EXISTING EDGE OF SHRUB

EXISTING EDGE OF TREES

EXISTING ADJOINING PROPERTY LINE

EXISTING PROPERTY LINE

EXISTING PROPERTY LOTS

EXISTING PROPERTY SETBACKS

EXISTING RAILWAY

EXISTING RIGHT-OF-WAY

EXISTING EDGE OF ASPHALT

EXISTING ROAD CENTERLINE

EXISTING GUARDRAIL

EXISTING EDGE OF GRAVEL

EXISTING EDGE OF UNPAVED SURFACE

UTILITIES

UFO FIBER OPTIC PAINT MARKING

OFO EXISTING OVERHEAD FIBER OPTIC

UGT TELECOM PAINT MARKING

OHT EXISTING OVERHEAD TELECOM

G NATURAL GAS SERVICE PAINT MARKING

UGP POWER PAINT MARKING

OHP EXISTING OVERHEAD POWER

SANITARY SEWER PAINT MARKINGSAN

EXISTING SANITARY SEWER PIPE WITH SIZE6'' SAN

UNKNOWN UTILITY PAINT MARKINGUTL

WATER SERVICE PAINT MARKINGW

EXISTING WATER SERVICE WITH SIZE6'' W

CIVIL SYMBOL LEGEND CIVIL LINETYPE LEGEND

A

A/C UNIT AIR CONDITIONING UNIT

AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND

TRANSPORTATION OFFICIALS

AC ACRE

ACP ASBESTOS CONCRETE PIPE

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJACENT

ADV ADVANCE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPR APPROXIMATE

APPROX APPROXIMATE

ARCH ARCHITECT or ARCHITECTURAL

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AT/FP ANTI-TERRORISM / FORCE PROTECTION

AVO AUTHORIZED VEHICLES ONLY

AWWA AMERICAN WATER WORKS ASSOCIATION

B

BC BACK OF CURB

BFF BELOW FINISHED FLOOR

BFG BELOW FINISHED GRADE

BFP BACKFLOW PREVENTOR

BL BASE LINE

BLDG BUILDING

BM BENCHMARK

BMP BEST MANAGEMENT PRACTICE

BOS BOTTOM OF SLOPE

BOV BLOW OFF VALVE

BS BLACK STEEL

BV BUTTERFLY VALVE

BW BOTTOM OF WALL

C

CATV CABLE TELEVISION

CB CATCH BASIN

CBR CALIFORNIA BEARING RATIO

CF CUBIC FEET

CFS CUBIC FEET PER SECOND

CG CURB AND GUTTER

CHH COMMUNICATION HANDHOLE

CI CAST IRON

CL CLASS

CLF CHAINLINK FENCE

CLS CENTERLINE SWALE

CMP CORRUGATED METAL PIPE

CO CLEAN OUT

COE CORPS OF ENGINEERS

COMM COMMUNICATIONS

CONC CONCRETE

CONN CONNECTION

CY CUBIC YARD

D

DB DEED BOOK

DEPT DEPARTMENT

DET DETAIL

DEQ VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY

DI DROP INLET

DIA DIAMETER

DIP DUCTILE IRON PIPE

DIR DIRECTION

DMH DOGHOUSE MANHOLE

DNE DO NOT ENTER

DOM DOMINION VIRGINIA POWER

DR DRIVE

DS DOWNSPOUT

DVP DOMINION VIRGINIA POWER

DWG DRAWING

E

E ELECTRIC

EA EACH

EG EXISTING GRADE

EHH ELECTRIC HANDHOLE

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATION

EMH ELECTRIC MANHOLE

EOI END OF INFORMATION

EP EDGE OF PAVEMENT

EPA UNITED STATES ENVIRONMENTAL PROTECTION AGENCY

ES END SECTION

ESMT EASEMENT

EUE EXISTING UNDERGROUND ELECTRIC

EUT EXISTING UNDERGROUND TELEPHONE

EVO EMERGENCY VEHICLES ONLY

EW ENDWALL

EW EXISTING WATER

EX EXISTING

E&SC EROSION AND SEDIMENT CONTROL

F

FC FACE OF CURB

FDC FIRE DEPARTMENT CONNECTION

FEV FUEL EFFICIENT VEHICLES

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FIG FIGURE

FL FIRE LANE

FL FLOW LINE

FM FORCE MAIN

FOMKR FIBER OPTIC MARKER

FT FOOT

FVO FIRE VEHICLES ONLY

G

G GAS

GIS GEOGRAPHIC INFORMATION SYSTEM

GM GAS METER

GND GROUND

GPIN GEOGRAPHIC PARCEL IDENTIFICATION NUMBER

GPS GLOBAL POSITION SYSTEM

GRVL GRAVEL

GSA GENERAL SERVICES ADMINISTRATION

GTI GRATE TOP INLET

GTS GAS TEST STATION

GV GATE VALVE

H

HD HEAVY DUTY

HDPE HIGH DENSITY POLYETHYLENE

HGL HYDRAULIC GRADE LINE

HH HANDHOLE

HOA HOME OWNERS' ASSOCIATION

HORIZ HORIZONTAL

HOV HIGH OCCUPANCY VEHICLES

HP HIGH POINT

I

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IFC INTERNATIONAL FIRE CODE

INV INVERT

IPC INTERNATIONAL PLUMBING CODE

IPF IRON PIPE FOUND

IRF IRON ROD FOUND

ISO INSURANCE SERVICES OFFICE, INC

L

LD LIGHT DUTY

LEV LOW EMISSION VEHICLES

LF LINEAR FEET

LOC LOCATION

LOC LIMITS OF CONSTRUCTION

LOD LIMITS OF DISTURBANCE

LOW LIMITS OF WORK

LP LIGHT POLE

LP LOW POINT

LS LUMP SUM

M

MAX MAXIMUM

MB MAILBOX

MDE MARYLAND DEPARTMENT OF THE ENVIRONMENT

MECH MECHANICAL

MG MATCH GRADE

MH MANHOLE

MIN MINIMUM

MJ MECHANICAL JOINT

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

N

NAD NORTH AMERICAN DATUM

NAVD NORTH AMERICAN VERTICAL DATUM

NAVFAC NAVAL FACILITIES ENGINEERING COMMAND

N/F NOW OR FORMERLY

NFF NEEDED FIRE FLOW

NGS NATIONAL GEODETIC SURVEY

NIC NOT IN CONTRACT

NO NUMBER

NPZ NO PARKING ZONE

NTS NOT TO SCALE

NWI NATIONAL WETLANDS INVENTORY

O

OC ON CENTER

OD OUTSIDE DIAMETER

OHE OVERHEAD ELECTRIC

OHP OVERHEAD POWER

OHT OVERHEAD TELEPHONE

OS&Y OUTSIDE STEM AND YOKE

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

OVHD OVERHEAD

P

PB PLAT BOOK

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PCC PORTLAND CEMENT CONCRETE

PED PEDESTAL

PG PAGE

PH PHASE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POA POINT OF ANALYSIS

POI POINT OF INTEREST

PP POWER POLE

PRC POINT OF REVERSE CURVATURE

PRV PRESSURE REDUCING VALVE

PT POINT OF TANGENT

PVC POLYVINYL CHLORIDE PIPE

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVO POLICE VEHICLES ONLY

PWR POWER

Q QLx QUALITY LEVEL [A, B, C, D]

R

R/W RIGHT-OF-WAY

RCA RESOURCE CONSERVATION AREA

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REQ REQUIRED

RJ RESTRAINED JOINT

RMA RESOURCE MANAGEMENT AREA

ROW RIGHT-OF-WAY

RPA RESOURCE PROTECTION AREA

RPZ REDUCED PRESSURE ZONE

RR RAILROAD

S

S SLOPE

SAN SANITARY SEWER

SCH SCHEDULE

SDR STANDARD DIMENSION RATIO

SF SILT FENCE

SF SQUARE FEET

SMH STANDARD MANHOLE

SPT SPOT GRADE

SRF SPLIT RAIL FENCE

SSMH SANITARY SEWER MANHOLE

STA STATION

STD STANDARD

STM STORM

STMH STORM SEWER MANHOLE

SUE SUBSURFACE UTILITY EXPLORATION

SWK SIDEWALK

SWL SWALE

SY SQUARE YARDS

T

T TELEPHONE / TELECOM

TB TOP OF BOX

TBD TO BE DETERMINED

TBM TELEPHONE BENCHMARK

TC TOP OF CURB

TCM TELECOMMUNICATIONS MANHOLE

TCP TERRACOTTA CLAY PIPE

TEL TELEPHONE

TEMP TEMPORARY

THH TELEPHONE HANDHOLE

TMH TELEPHONE MANHOLE

TMKR TELEPHONE MARKER

TOB TOP OF BANK

TOS TOE OF SLOPE

TP TREE PROTECTION

TRANS TRANSFORMER

TW TOP OF WALL

TYP TYPICAL

U

UD UNDERDRAIN

UFO UNDERGROUND FIBER OPTIC

U/G UNDERGROUND

UGE UNDERGROUND ELECTRIC

UGP UNDERGROUND POWER

UGT UNDERGROUND TELECOM

UNK UNKNOWN

UNO UNLESS NOTED (INDICATED) OTHERWISE

USACE UNITED STATES ARMY CORP OF ENGINEERS

USGS UNITED STATES GEOLOGICAL SURVEY

UTL UTILITY

V

VA VIRGINIA

VAR VARIABLE

VCP VITRIFIED CLAY PIPE

VDH VIRGINIA DEPARTMENT OF HEALTH

VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION

VEPCO VIRGINIA ELECTRIC POWER COMPANY

VERT VERTICAL

VESCH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK

W

W WATER

W/ WITH

W/L WATERLINE

W/O WITHOUT

WAT WATER'

WB WILL BOOK

WLK WALKWAY

WM WATER METER

WSEL WATER SURFACE ELEVATION

WUS WATERS OF THE US

WV WATER VALVE

X

X-ING CROSSING

XSEC CROSS SECTION

SYMBOLS

Ø DIAMETER

≈ APPROXIMATELY EQUAL

≠ NOT EQUAL

± PLUS/MINUS

℄ CENTERLINE

⅊ PROPERTY LINE

BASE LINE

Δ DELTA (DIFFERENCE)

@ AT

CIVIL ABBREVIATIONS

UTILITIES

DROP INLET / GRATE TOP INLET

VEGETATION

STORM PIPE

COLUMN GRID AND IDENTIFICATION

[REFER TO ARCHITECTURAL DRAWINGS]33

TREE (SYMBOL VARIES)

CHWR CHILLED/HOT WATER RETURN

CHWS CHILLED/HOT WATER SERVICE

CWR CHILLED WATER RETURN

CWS CHILLED WATER SERVICE

HWR HOT WATER RETURN

HWS HOT WATER SERVICE

FLAG POLE

SECURITY FENCE

SLOPE % TAG

GRADE TAG

-5.00%

2.5:1

SITE GRADING

EXISTING GRADE SPOT ELEVATION

SPOT DESCRIPTION

SPOT ELEVATION

SITE GRADING EX

+/- 389.84'

SWK

389.84'

VEGETATION EXISTING TREE (SYMBOL VARIES)

EXISTING SHRUB

SUBSURFACE UTILITY ENGINEERING QUALITY LEVELS PER ASCE 38-02*

· QUALITY LEVEL D: QLD IS THE MOST BASIC LEVEL OF INFORMATION FOR UTILITY LOCATIONS.

IT COMES SOLELY FROM EXISTING UTILITY RECORDS OR VERBAL RECOLLECTIONS, BOTH

TYPICALLY UNRELIABLE SOURCES. IT MAY PROVIDE AN OVERALL "FEEL" FOR THE

CONGESTION OF UTILITIES, BUT IS OFTEN HIGHLY LIMITED IN TERMS OF

COMPREHENSIVENESS AND ACCURACY. QL-D IS USEFUL PRIMARILY FOR PROJECT PLANNING

AND ROUTE SELECTION ACTIVITIES.

· QUALITY LEVEL C: QLC IS PROBABLY THE MOST COMMONLY USED LEVEL OF INFORMATION. IT INVOLVES SURVEYING VISIBLE UTILITY FACILITIES (E.G., MANHOLES, VALVE BOXES, ETC.) AND

CORRELATING THIS INFORMATION WITH EXISTING UTILITY RECORDS (QL-D INFORMATION).

WHEN USING THIS INFORMATION, IT IS NOT UNUSUAL TO FIND THAT MANY UNDERGROUND

UTILITIES HAVE BEEN EITHER OMITTED OR ERRONEOUSLY PLOTTED. ITS USEFULNESS,

THEREFORE, IS PRIMARILY ON RURAL PROJECTS WHERE UTILITIES ARE NOT PREVALENT, OR

ARE NOT TOO EXPENSIVE TO REPAIR OR RELOCATE.

· QUALITY LEVEL B: QLB INVOLVES THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL

METHODS TO DETERMINE THE EXISTENCE AND HORIZONTAL POSITION OF VIRTUALLY ALL

UTILITIES WITHIN THE PROJECT LIMITS. THIS ACTIVITY IS CALLED "DESIGNATING". THE

INFORMATION OBTAINED IN THIS MANNER IS SURVEYED TO PROJECT CONTROL. IT

ADDRESSES PROBLEMS CAUSED BY INACCURATE UTILITY RECORDS, ABANDONED OR

UNRECORDED FACILITIES, AND LOST REFERENCES. THE PROPER SELECTION AND

APPLICATION OF SURFACE GEOPHYSICAL TECHNIQUES FOR ACHIEVING QLB DATA IS CRITICAL.

INFORMATION PROVIDED BY QLB CAN ENABLE THE ACCOMPLISHMENT OF PRELIMINARY

ENGINEERING GOALS. DECISIONS REGARDING LOCATION OF STORM DRAINAGE SYSTEMS,

FOOTERS, FOUNDATIONS AND OTHER DESIGN FEATURES CAN BE MADE TO SUCCESSFULLY

AVOID CONFLICTS WITH EXISTING UTILITIES. SLIGHT ADJUSTMENTS IN DESIGN CAN PRODUCE

SUBSTANTIAL COST SAVINGS BY ELIMINATING UTILITY RELOCATIONS.

· QUALITY LEVEL A: QLA, ALSO KNOWN AS "LOCATING", IS THE HIGHEST LEVEL OF ACCURACY

PRESENTLY AVAILABLE AND INVOLVES THE FULL USE OF THE SUBSURFACE UTILITY

ENGINEERING SERVICES. IT PROVIDES INFORMATION FOR THE PRECISE PLAN AND PROFILE

MAPPING OF UNDERGROUND UTILITIES THROUGH THE NONDESTRUCTIVE EXPOSURE OF

UNDERGROUND UTILITIES, AND ALSO PROVIDES THE TYPE, SIZE, CONDITION, MATERIAL AND

OTHER CHARACTERISTICS OF UNDERGROUND FEATURES.

* DESCRIPTIONS TAKEN FROM THE USDOT FHWA SUBSURFACE UTILITY ENGINEERING WEBPAGE

<https://www.fhwa.dot.gov/programadmin/sueindex.cfm>

N A

D

N I

EF

O R P

AN LIS

S

O

E

GNE

NI

R E

WE

THADDAEUS P. RICH

M O

CO

M

N

V

Lic. No. 062377

G I

A

IR

HALT OF

JOB NO.

SHEET NO.

SCALE

DESIGNED BY

CHECKED BY

D A

TE

DRAWN BY

DATE

R

EV

IS

IO

N D

ES

C R

IP

TI

O

N

YO

UR

V

IS

IO

N

AC

HI

EV

ED

T

HR

O

UG

H O

UR

S.

Th es e pl an s an d as so ci at ed d oc um en ts a re th e ex cl us iv e pr op er ty o f T

IM

M O

N S

G R

O U

P a nd m ay n ot b e re pr od uc ed in w ho le o r i n pa rt an d sh al l n ot b e us ed fo r a ny p ur po se w ha ts oe ve r, in cl us iv e, b ut n ot lim ite d to c on st ru ct io n, b id di ng

, a nd

/o r c on st ru ct io n st ak in g w ith ou t t he e xp re ss w rit te n co ns en t o f T

IM

M

O N

S G

R O

U P

B ou ld er s Pa rk w ay , S ui te

R ic hm on d, V A

TE

L

4.

0.

F

AX

.5

.1 w w w .t im m on s.

co m

TH

IS

D

RA

W

IN

G P

RE

PA

RE

D

A T

TH

E

CO

R

PO

R

A

TE

O

FF

IC

E

S :\3

\4

-H an ov er

_T er m \D

W G

\S he et \C

D \4

-C

1- N

TD

T.

dw g

| P lo tte d on

/2 0/

:1

A

M by K ha n

K ar ya r

08/20/2024

47096

H A

N O

VE

R

C O

U N

TY

S

H

ER

IF

F’

S

PA

R K

IN

G

IM

PR

O

VE

M

EN

T

R A

N G

E B

U

IL

D

IN

G

H

A N

O

VE

R C

O U

N

TY

S H

ER

IF

F’ S

O

FF

IC

E

VA

KK

KK/TR

TR

/2

8/

T C

O U

N

TY

S U

B M

IT

TA

L

AS SHOWN

20 AUG.2024

TRAKiT #: SPR2024-00028

/1

8/

D C

O U

N

TY

S U

B M

IT

TA

L

/2 0/

D

C O

U N

TY

S

U B

M

IT

TA

L

G E

N E

R A

L C

IV

IL

L E

G E

N D

C001

GENERAL CONSTRUCTION NOTES

1. THIS PROJECT TO BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST VDOT ROAD AND BRIDGE SPECIFICATIONS, ROAD AND BRIDGE STANDARDS, WORK AREA PROTECTION MANUAL, AND AS AMENDED BY CONTRACT PROVISIONS AND THE

COMPLETE PAPER COPY OF THE PLAN ASSEMBLY.

2. THE HANOVER COUNTY DEPARTMENT OF ENVIRONMENTAL SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY PLANS TO

BEGIN CLEARING AND GRADING OPERATIONS.

3. CONTRACTOR SHALL CALL "MISS UTILITY" 72 HOURS PRIOR TO THE START OF EXCAVATION. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREA OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT THE ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLAN, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON PLAN, TO MISS THE

UTILITY CALL "MISS UTILITY" OF CENTRAL VIRGINIA: 1-800-552-7001 (TOLL FREE).

4. CONTRACTOR SHALL ACQUIRE ANY AND ALL NECESSARY CONSTRUCTION PERMITS, AND FURNISH COPIES TO THE OWNER.

5. ALL WORK SHALL BE SUBJECT TO INSPECTION BY DESIGNATED COUNTY OFFICIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF THE CHIEF INSPECTOR 48 HOURS PRIOR TO THE START OF WORK.

6. CONSTRUCTION STAKING SHALL BE DONE ONLY BY A LAND SURVEYOR REGISTERED IN THE COMMONWEALTH OF VIRGINIA.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A LAND DISTURBANCE PERMIT AND A VDOT LAND USE PERMIT FROM THE COUNTY AND VDOT RESPECTIVELY PRIOR TO ORDERING MATERIALS OR COMMENCING WORK.

8. VERTICAL DATUM IS BASED ON MEAN SEA LEVEL (USC & GS DATUM). HORIZONTAL CONTROLS ARE BASED ON VIRGINIA STATE

PLANE COORDINATE GRID, SOUTH ZONE, NORTH AMERICAN DATUM OF 1983 (NAD 83).

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF PROPER TOP ELEVATIONS BEFORE CONSTRUCTION OF

MANHOLES.

10. IN ACCORDANCE WITH HANDICAP ACCESSIBILITY REQUIREMENTS, ALL APPLICABLE CODES AND REQUIREMENTS FOR

ACCESSIBILITY FOR DISABLED PERSONS SHALL BE STRICTLY COMPLIED WITH.

11. PER ADA REQUIREMENTS, ALL SIDEWALKS AND MARKED CROSSWALKS CONSTRUCTED MUST NOT EXCEED A 2.0% CROSS SLOPE, AND A 5.0% LONGITUDINAL SLOPE (MAXIMUM PER ADA REQUIREMENTS). MARKED ACCESSIBLE PARKING SPACES

MUST NOT EXCEED A 2.0% GRADE IN ANY DIRECTION.

12. ALL CURB AND GUTTER SHALL BE CG-6 & CG-2 ON SITE AND WITHIN THE VDOT RIGHT-OF-WAY, UNLESS OTHERWISE NOTED

ON PLANS.

13. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS OTHERWISE NOTED ON PLANS.

14. PERMIT TO TIE TO EXISTING ROAD SHALL BE OBTAINED BY CONTRACTOR FROM VDOT RESIDENT ENGINEER PRIOR TO

CONSTRUCTION OF ENTRANCE.

15. WHERE ANY EXISTING PAVEMENT (SHOULDER OR TRAVEL LANE) IS PROPOSED TO BE MODIFIED IN ANY WAY, PROPER RECONSTRUCTION AND/OR OVERLAY SHALL BE DONE. THIS IS TO PROVIDE A SMOOTH SURFACE WITHOUT TRANSITIONAL

ROUGHNESS.

16. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ADEQUATE AND POSITIVE SITE DRAINAGE THROUGHOUT CONSTRUCTION. ANY SUBGRADE SOILS WHICH HAVE BEEN WEAKENED DUE TO INADEQUATE DRAINAGE, SATURATION AND/OR DISTURBANCE BY CONSTRUCTION SHALL BE UNDER-CUT AND REPLACED WITH COMPACTED STRUCTURAL FILL AT NO

ADDITIONAL COST TO THE OWNER.

17. WHENEVER THE CONTRACTOR'S OPERATIONS AFFECT VEHICULAR OR PEDESTRIAN TRAFFIC, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ANY AND ALL SAFETY CONTROL DEVICES IN ACCORDANCE WITH THE VDOT WORK AREA PROTECTION MANUAL AND AS DEEMED NECESSARY BY VDOT AND THE ENGINEER. THE COSTS

FOR SUCH ITEMS SHALL BE INCLUDED IN THE CONTRACTOR'S LUMP SUM BID.

18. ALL SIGNS AND MARKINGS IN CONFLICT WITH ROADWAY CONSTRUCTION SHALL BE REMOVED AND RESET AS DIRECTED BY

THE VDOT RESIDENCY ENGINEER.

GENERAL EROSION CONTROL NOTES

1. ALL EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION AND

SEDIMENTATION CONTROL HANDBOOK.

2. ALL EROSION AND SILTATION MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN GRADING.

3. ALL STORM AND SANITARY SEWER LINES NOT IN STREETS ARE TO BE MULCHED AND SEEDED WITHIN SEVEN DAYS AFTER

BACKFILL. NO MORE THAN 500 FEET ARE TO BE OPEN AT ONE TIME.

4. ALL TEMPORARY EARTH BERMS, DIVERSIONS, AND SILT DAMS ARE TO BE MULCHED AND SEEDED FOR VEGETATIVE COVER IMMEDIATELY AFTER GRADING, STRAW OR HAY MULCH IS REQUIRED. THE SAME APPLIES TO STOCKPILES ON SITE AS WELL

AS SOIL (INTENTIONALLY) TRANSPORTED FROM THE PROJECT SITE.

5. ELECTRIC POWER, TELEPHONE AND GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN 7 DAYS

AFTER BACKFILL.

6. TEMPORARY SEEDING WILL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. FOR TEMPORARY SEEDING USE FIFTY PERCENT OF THE RECOMMENDED RATES OF FERTILIZER AND LIME, AND FULL AMOUNTS OF SEED AND MULCH REQUIRED FOR REGULAR

SEEDING.

7. DURING CONSTRUCTION, ALL STORM SEWER INLETS WILL BE PROTECTED BY SILT TRAPS, MAINTAINED AND MODIFIED AS

REQUIRED BY CONSTRUCTION PROGRESS.

8. ANY DISTURBANCE AREA NOT PAVED, SODDED, OR BUILT UPON BY NOVEMBER 1ST, IS TO BE SEEDED ON THAT DATE WITH OATS, ABRUZZI, RYE, OR EQUIVALENT AND MULCHED WITH HAY OR STRAW MULCH. MODIFY AS APPLICABLE DEPENDING ON

PROPOSED TIME OF CONSTRUCTION.

GENERAL STORM SEWER / STORMWATER NOTES

1. BOOT CONNECTORS MUST BE USED WHERE PLASTIC PIPES ARE CONNECTED TO CONCRETE STRUCTURES.

2. USE TYPE 'B' NOSE FOR CURB INLET STRUCTURES.

3. HDPE PIPING TO BE N-12 PIPE TYPE S, AASHTO M294 (PIPE SIZES 12" AND GREATER), AND AASHTO M252 (PIPE SIZES 4" TO 10")

OR EQUIVALENT.

4. ALL STORM SEWER PIPES TO HAVE A WATERTIGHT CONNECTION. ALL HDPE PIPE JOINTS TO BE WATERTIGHT PER ASTM

D3212 OR EQUIVALENT.

5. REFER TO GRADING & DRAINAGE PLANS FOR ROOF AND YARD DRAINAGE SYSTEMS.

6. STEPS WILL BE REQUIRED IN ALL STRUCTURES HAVING A DEPTH OF 4'-0" OR GREATER UNLESS OTHERWISE NOTED.

7. SUMPS IN PLASTIC DRAIN BASINS TO BE FILLED WITH GROUT TO THE INVERT OUT.

8. PLASTIC DRAIN BASIN TOPS TO HAVE H10 LOCKING TOP UNLESS OTHERWISE NOTED. PLASTIC DRAIN BASINS WITHIN

VEHICLE TRAFFIC PAVEMENT AREAS TO HAVE H20 LOADING RATED TOPS (LOCKING).

9. PLASTIC DRAIN BASINS LOCATED IN PAVEMENT AREAS TO HAVE CONCRETE COLLARS. REFER TO MANUFACTURER'S DETAIL

SPECIFICATIONS.

10. COORDINATE AND REFER TO PLUMBING PLANS FOR BUILDING ROOF DRAIN AND CONDENSATE LINE CONNECTIONS WITHIN 5

FEET OF THE BUILDING.

11. CONTRACTOR IS RESPONSIBLE FOR ALL DOCUMENTATION RELATING TO STORMWATER BMP(s) AS-BUILT AND

CERTIFICATIONS REQUIRED BY THE LOCALITY AND MS-4 OPERATOR.

UTILITY CONSTRUCTION NOTES

1. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM TO INDUSTRY STANDARDS AND BE APPROVED BY

ENGINEER AND THE HANOVER COUNTY DEPARTMENT OF UTILITIES (DPU).

2. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE DEPARTMENT OF UTILITIES TO SCHEDULE A PRE-CONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO STARTING ANY WORK ON THIS PROJECT. CONTRACTOR SHALL

OBTAIN ALL NECESSARY PERMITS.

3. CONTRACTOR SHALL INCLUDE IN APPLICABLE BID PRICE, COST OF LOCATING AND UNCOVERING ALL SEWER MANHOLES AND VALVE BOXES AFTER COMPLETION OF ALL PAVING AND TO ADJUST THEM TO THE FINAL ROAD GRADES. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR CLEANING OUT SEWER MAINS FOR FINAL INSPECTION, IF NECESSARY.

4. EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE PROPOSED WORK ARE SHOWN ONLY IN AN APPROXIMATE LOCATION ON THE PLANS. CONTRACTOR SHALL, ON HIS OWN INITIATIVE AND NO ADDITIONAL COST, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. CONTRACTOR SHALL CALL MISS UTILITY PRIOR TO CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND LINES OR STRUCTURES.

5. MINIMUM COVER OVER TOP OF WATER PIPE MUST BE 3.50 FEET.

6. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH INTERNATIONAL FIRE CODE.

7. CONTRACTOR SHALL CERTIFY THAT UNPAVED STREETS ARE TO SUBGRADE PRIOR TO CONTRACTOR INSTALLING WATER SYSTEM. CURB AND GUTTER, IF REQUIRED, SHALL BE INSTALLED PRIOR TO ACCEPTANCE OF WATER SYSTEM BY THE

COUNTY.

8. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV.

9. NO STRUCTURES OR PLANTING OF TREES SHALL BE PERMITTED IN UTILITY EASEMENTS.

9.1. NO LANDSCAPING OF ANY TYPE SHALL BE PLACED WITHIN A THREE FOOT RADIUS OF ANY FIRE HYDRANT, FIRE PUMP TEST HEADER, FIRE DEPARTMENT SPRINKLER SYSTEM CONNECTION, FIRE DEPARTMENT STANDPIPE CONNECTION, OR

FIRE SUPPRESSION CONTROL VALVE.

9.2. LANDSCAPING IN THE AREA OF FIRE HYDRANTS, FIRE PUMP TEST HEADER, FIRE DEPARTMENT SPRINKLER SYSTEM CONNECTION, OR FIRE DEPARTMENT STANDPIPE CONNECTIONS SHALL BE OF THE TYPE THAT WILL NOT ENCROACH ON

THE REQUIRED THREE FOOT CLEAR RADIUS ON MATURITY OF THE LANDSCAPING.

10. VANDAL PROOF/WATERTIGHT COVERS SHALL BE USED ON ALL MANHOLES IN EASEMENTS AND IN FLOODPLAINS.

11. COORDINATE AND REFER TO PLUMBING PLANS FOR DOMESTIC / FIRE / SEWER SERVICES WITHIN 5 FEET OF THE BUILDING.

BEYOND THE WATER METER, IT IS THE PLUMBER'S RESPONSIBILITY TO INSTALL THE WATER SERVICE.

12. THE 4.5 INCH DISCHARGE OF THE FIRE HYDRANT SHALL FACE IN THE DIRECTION OF THE ARROW INDICATED ON THE PLAN.

13. FIRE HYDRANTS TO BE INSTALLED MINIMUM 3' FROM DRIVE AISLE OR BACK OF SIDEWALK. MINIMIZE LENGTHS OF HYDRANT

LEADERS.

14. FIRE HYDRANT ASSEMBLY INCLUDES FIRE HYDRANT, AS NEEDED TEE FITTING FROM MAIN, 6" GATE VALVE, VALVE BOX, AND

ALL APPURTENANCES IN HANOVER COUNTY DPU DETAIL FIR-4.

15. WATERLINES 4" AND LARGER ARE TO BE C900 PVC PRESSURE CLASS 150 OR DUCTILE IRON PIPE CLASS 52 (AS SHOWN), EXCEPT FOR ALL FIRE HYDRANT LEADS WHICH ARE DUCTILE IRON PIPE, PER DETAIL FIR-4. WATERLINES LESS THAN 3" ARE

TYPE K COPPER HARD TUBE.

16. RESTRAINED JOINTS ARE TO BE UTILIZED ALONG THE LENGTHS AS SHOWN. FIRE HYDRANT ASSEMBLIES ARE TO UTILIZE

RESTRAINED JOINTS PER HANOVER COUNTY DPU DETAIL FIR-5.

17. FOR WATERLINE/SERVICE UTILITY CONFLICTS REFER TO HANOVER COUNTY DPU DETAIL WAT-8.

18. FOR WATER METER AND METER VAULT INSTALLATION REFER TO HANOVER COUNTY DPU DETAIL MET-7. PROPER BACKFLOW DEVICE IS REQUIRED ON DOMESTIC WATER LINE BEFORE ANY BRANCHES OR TAKE-OFFS. THE LOCATION IS TO BE INSIDE

THE BUILDING AS SHOWN ON PLUMBING PLANS.

19. ALL WATERLINE LOCATIONS AND CONNECTION POINTS ARE APPROXIMATE. FIELD VERIFY THE LOCATION AND INVERTS OF ALL UTILITY CONNECTIONS. FIELD ADJUSTMENTS OF UTILITY CONNECTIONS MAY BE REQUIRED.

20. ALL GATE VALVES NOT IN PAVEMENT REQUIRE A CONCRETE COLLAR.

21. FOR ALL PUBLIC WATERLINES INSTALLED WITHIN PAVEMENT OR SHOULDERS, THE CONTRACTOR IS REQUIRED TO USE

100% SELECT BACKFILL PER VDOT SPECIFICATIONS.

22. UTILITIES CONTRACTOR TO NOTIFY ENVIRONMENTAL ENGINEERING INSPECTOR AT LEAST 48 HOURS BEFORE FLUSHING

THE PROPOSED WATERLINE.

23. ALL EXISTING UTILITIES, SUCH AS VALVE BOXES, AFFECTED BY GRADING OR PAVING OPERATIONS MUST BE ADJUSTED TO

FINAL GRADE AFTER CONSTRUCTION.

24. DURING THE CONSTRUCTION OF ANY STRUCTURE OR BUILDING, PERMANENT FIRE HYDRANTS SHALL BE INSTALLED AND IN SERVICE PRIOR TO THE USE OF COMBUSTIBLE MATERIALS IN CONSTRUCTION BEING COMMENCED ON ANY FLOOR ABOVE THE FIRST OR GROUND FLOOR LEVEL. FIRE HYDRANTS SHALL BE MAINTAINED ACCESSIBLE TO FIREFIGHTING APPARATUS

AT ALL TIMES.

25. APPROVAL OF SITE PLAN DOES NOT INCLUDE THE DESIGN OF THE FIRE SPRINKLER SYSTEM UNDERGROUND PIPING FROM BACKFLOW PREVENTION DEVICE TO ONE FOOT ABOVE FINISHED FLOOR LEVEL. PRIOR TO INSTALLATION, SHOP DRAWINGS AND A SEPARATE PERMIT APPLICATION SHALL BE SUBMITTED THROUGH THE DEPARTMENT OF BUILDING INSPECTIONS FOR

REVIEW AND APPROVAL.

26. FINAL ACCEPTANCE BY THE HANOVER COUNTY DEPARTMENT OF UTILITIES (DPU) SHALL NOT BE MADE UNTIL ALL WORK SHOWN ON APPROVED UTILITY PLANS IS COMPLETED INCLUDING PAVING, GRADING, AND ALL REQUIRED ADJUSTMENTS.

27. HANOVER COUNTY DPU WILL INSPECT ALL WATER AND SANITARY SEWER MAINS, CONNECTIONS, AND APPURTENANCES THERETO, AS SHOWN ON THE APPROVED UTILITY PLANS, LOCATED WITHIN DEDICATED EASEMENTS AND OR PUBLIC RIGHT OF WAYS. FURTHERMORE, THE COUNTY DPU WILL INSPECT ALL PRIVATE SEWER MAINS THROUGH THE LAST MANHOLE.

28. CONCURRENT INSPECTIONS BY BUILDING INSPECTIONS AND DPU WILL BE PERFORMED FOR THE FOLLOWING: MAINLINE BACKFLOW PREVENTERS; MONITORY MANHOLES; GREASE TRAPS; EXCLUSION METERS; IRRIGATION METERS. HANOVER COUNTY DPU WILL INSPECT TO ENSURE THAT THE PROPER TYPE FACILITY, AS SHOWN ON THE APPROVED UTILITY PLANS, HAS BEEN INSTALLED AND TESTED.

29. ALL UTILITIES (EXCLUDING WATER, SANITARY SEWER & STORM SEWER) MUST BE COORDINATED WITH THE SERVICE

AUTHORITY FOR SIZE ROUTE AND DEPTH. .

FIRE SPRINKLER SYSTEM REQUIREMENTS

28. THE DEPARTMENT OF PUBLIC UTILITIES WILL PERFORM PLAN REVIEW OF THE PROPOSED WATER LINE EXTENSION UP TO

THE FIRST OS&Y GATE VALVE LOCATED ON THE INLET SIDE OF THE DOUBLE CHECK ASSEMBLY AND THE PLAN REVIEW OF THE ASSEMBLY AS IT RELATES TO THE BACKFLOW DEVICE, ETC. FOR PIPE RUNS GREATER THAN 100 L.F. (FROM MAIN TO THE VAULT) A GATE VALVE SHALL BE INSTALLED AT THE MAIN AT THE TEE. IN ALL CASES ENGINEER SHALL PROVIDE DETAILS ILLUSTRATING WHAT TYPE OF ANCHORING WILL BE USED ON THE INLET SIDE OF THE ASSEMBLY, SO THAT THE OS&Y VALVE (INLET SIDE) OF THE DOUBLE CHECK ASSEMBLY WILL NOT BLOW OFF WHEN THE DOUBLE CHECK IS REMOVED.

29. THE FIRE ADMINISTRATION WILL REVIEW FROM THE OS&Y GATE VALVE LOCATED ON THE INLET SIDE OF THE DOUBLE CHECK ASSEMBLY TO AND INCLUDING THE BUILDING. THE FIRE DEPARTMENT WILL ALSO REVIEW THE VAULT FOR COMPLIANCE. A SEPARATE PLAN SUBMISSION IS REQUIRED FOR FIRE DEPARTMENT APPROVAL. IN ADDITION, THE SUBMITTAL TO THE FIRE DEPARTMENT SHALL INCLUDE UNDERGROUND PIPE SIZE, LENGTH, LOCATION, WEIGHT, MATERIALS, POINT OF CONNECTION TO COUNTY MAIN, VAULT DETAILS, AND WHAT TYPE OF RESTRAINING DEVICES (THRUST BLOCKS, RETAINER GLANDS, ETC.)

WILL BE INSTALLED.

30. AN AUXILIARY MECHANICAL PERMIT ISSUED BY THE BUILDING INSPECTOR'S OFFICE, ALONG WITH FOUR (4) SETS OF PLANS, IS REQUIRED FOR THE WORK FROM THE VAULT TO THE BUILDING AND SHALL BE APPLIED FOR BY THE INSTALLING CONTRACTOR FROM THE BUILDING INSPECTOR'S OFFICE AND PLANS SUBMITTED TO AND REVIEWED BY THE FIRE

ADMINISTRATION.

31. THE FIRE ADMINISTRATION DEPARTMENT WILL REVIEW THE LOCATION OF THE VAULT FOR THE DOUBLE CHECK ASSEMBLY AT SUCH TIME A UTILITIES PLAN IS SUBMITTED TO THE DEPARTMENT OF PUBLIC UTILITIES.

32. THE VALVE PIT SHALL BE LOCATED AT OR AS NEAR TO THE PROPERTY LINE AS POSSIBLE AND OUT OF THE MAIN FLOW OF

TRAFFIC.

33. THE VAULT SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE COUNTY'S STANDARD DETAILS.

GEOTECHNICAL NOTES

1. ALL CONTROLLED FILL ZONES ARE TO BE MONITORED BY A FULL TIME GEOTECHNICAL ENGINEERING SERVICE FIRM.

2. ENGINEERED FILLS SHALL BE PROPERLY PLACED ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL

ENGINEER AND THE EARTHWORK SPECIFICATIONS.

3. ALL SUMMARY REPORTS FROM THE GEOTECHNICAL ENGINEER REPRESENTING THE PROJECT MUST STATE HIS PROFESSIONAL OPINION ON THE SATISFACTORILY COMPLETED PHASES OF CONSTRUCTION, SUCH AS; SLOPE CUTS, SUBDRAINAGE SYSTEMS, PREPARATION OF SUBGRADES AND COMPACTION OF EARTH FILLS.

4. NO FILLS SHALL HAVE ZONES THAT EXCEED TWO (2) FEET IN ELEVATION WITHOUT CONDUCTING COMPACTION TESTS AND

OBTAINING RESULTS 95% OR GREATER IN ACCORDANCE WITH ASTM D698 STANDARD PROCTOR.

5. ANY BORROW MATERIAL SHALL HAVE A MINIMUM CBR VALUE OF TEN (10).

6. THE GEOTECHNICAL ENGINEER MUST SUBMIT DAILY FIELD REPORTS, ITEMIZING THE FIELD DENSITY TEST RESULTS. THESE REPORTS SHALL BE ACCOMPANIED WITH A COPY OF THE SITE PLAN SHEET AND INDICATE THE TEST LOCATIONS & ELEVATIONS. THE GEOTECHNICAL ENGINEER MUST PROVIDE ENOUGH DESIGNATED TESTING IN ALL FILL ZONES TO

ADEQUATELY EXAMINE & CERTIFY THE INTEGRITY OF THE FILL.

7. THE GEOTECHNICAL ENGINEER MUST SUBMIT A CERTIFIED BUILDING PAD REPORT FOR EACH FILL PAD LOCATION. THIS REPORT SHALL PROFILE THE FILL MATERIAL PLACEMENT AND PROVIDE THE COMPACTION TEST RESULTS. ALL REPORTS WILL

BE ACCOMPANIED BY THE SITE PLAN, INDICATING THE TEST LOCATIONS & ELEVATIONS.

8. THESE GEOTECHNICAL NOTES SHALL IN NO WAY LESSEN THE REQUIREMENTS OF THE EARTHWORK SPECIFICATIONS.

PAVEMENT / TRENCH NOTES

1. TEST SPACING AND METHODS MUST FOLLOW THE APPROVED GUIDELINES SET FORTH AND/OR AS RECOMMENDED BY THE

GEOTECHNICAL ENGINEER.

2. DEMOLITION OF EXISTING ASPHALT PAVEMENT TO BE IN ACCORDANCE WITH VDOT SPECIFICATIONS. IN AREAS WHERE FILL IS LESS THAN 3'0", THE PAVEMENT SHALL BE HAULED OFF-SITE. WHERE FILL IS 3'0" OR GREATER, THE PAVEMENT SHALL BE

PULVERIZED AND LEFT IN PLACE.

3. PAVEMENT RESTORATION WIDTH VARIES DEPENDING ON EXISTING PAVEMENT AGE AND CONDITION AND MAY BE AS WIDE AS 4 TIMES THE TRENCH WIDTH ON BOTH SIDES. REFER TO VDOT TRENCH CUT RESTORATION GUIDELINES.

4. SELECT FILL PIPE BACKFILL (VDOT #21A) REQUIRED IN RIGHT-OF-WAY COMPACTED TO 95% OF MAXIMUM DENSITY IN

ACCORDANCE WITH ASTM D698 STANDARD PROCTOR.

5. ALL OTHER PIPE BACKFILL MATERIAL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698

STANDARD PROCTOR.

WATER / SEWER MATERIAL NOTES

SANITARY SEWER LINE

1. PVC PLASTIC PIPE SHALL MEET THE REQUIREMENTS OF ASTM D-3034 TYPE PSM SDR-35 FOR SIZES 4-INCH THROUGH 15-INCH

WITH ELASTOMERIC GASKET JOINTS MEETING REQUIREMENTS OF ASTM D3212.

2. DUCTILE IRON PIPE (D.I.) SHALL MEET THE REQUIREMENTS OF AWWA C-151 FOR THE PRESSURE AND THICKNESS CLASSES SHOWN ON THE DRAWINGS. PIPE SHALL HAVE A CEMENT-MORTAR LINING AND AN ASPHALTIC SEALCOAT. THICKNESS

CLASSES SHALL MEET THE REQUIREMENTS OF AWWA C-150, CLASS 52.

3. PIPE BEDDING FOR GRAVITY SEWER LINES SHALL BE IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS.

WATERLINE

1. PVC PLASTIC PIPE SHALL MEET THE REQUIREMENTS OF AWWA C900, TABLE 2, (CAST IRON OD) CLASS 150, ALL CONNECTIONS

SHALL BE MADE USING ELASTOMERIC GASKET JOINTS.

2. DUCTILE IRON PIPE SHALL BE AWWA C-151, THICKNESS CLASSES SHALL MEET THE REQUIREMENTS OF AWWA C-150. ALL PIPE SHALL HAVE A CEMENT_MORTAR LINING ON THE INTERIOR AND AN ASPHALTIC SEALCOAT ON THE EXTERIOR. MINIMUM

THICKNESS SHALL BE CLASS 52 FOR 12-INCH AND SMALLER.

3. PIPE BEDDING AND BACKFILL FOR PRESSURE LINES SHALL BE IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS.

GENERAL CROSS CONNECTION NOTES

1. CROSS CONNECTIONS AND BACKFLOW PREVENTION METHODS SHALL BE IN ACCORDANCE WITH THE CURRENT ADDITIONS

OF THE FOLLOWING:

1.1. THE HANOVER COUNTY DEPARTMENT OF UTILITIES PROCEDURES.

1.2. WATERWORKS REGULATIONS, VA DEPARTMENT OF HEALTH, OFFICE OF WATER PROGRAMS.

1.3. UNIFORM STATEWIDE BUILDING CODE; VA DEPT OF HOUSING & COMMUNITY DEVELOPMENT.

2. PRIOR TO FINAL UTILITIES INSPECTION THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL THE NEW POTABLE SERVICE, IRRIGATION SERVICE AND FIRE SERVICE BACKFLOW PREVENTION ASSEMBLIES TESTED BY A BACKFLOW PREVENTION DEVICE WORKER HOLDING A VALID CERTIFICATION ISSUED BY THE VIRGINIA DEPARTMENT OF PROFESSIONAL AND OCCUPATIONAL

REGULATION.

3. THEREAFTER, TESTS ON THE BACKFLOW PREVENTION ASSEMBLIES SHALL BE CONDUCTED ANNUALLY. THE RESULTS OF ALL TESTS SHALL BE SENT TO THE DEPARTMENT OF UTILITIES / CROSS CONNECTION CONTROL COORDINATOR, IMMEDIATELY

UPON COMPLETION OF THE TEST.

GENERAL SITE NOTES

1. REFER TO VDOT STANDARD DETAIL CG-12-INS FOR INSTALLATION OF DETECTABLE WARNING SURFACES ON ALL ADA RAMPS.

2. ADA PARKING SPACES AND LOADING AREAS SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION.

3. ANY SIGN IN EXCESS OF EIGHT (8) SQUARE FEET REQUIRES A PERMIT. PERMIT MUST BE OBTAINED THROUGH THE BUILDING

INSPECTION DEPARTMENT. SIGNAGE IS CONTINGENT UPON APPROVAL THROUGH SIGN PERMIT REVIEW PROCESS.

4. ALL VDOT CG-2 INDEPENDENT CURB SHALL HAVE AN EXTRUDED FOOTER.

5. REFER TO THE LATEST EDITION MUTCD FOR ALL STANDARD REGULATORY SIGNS.

6. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED

BY ALL. IN THE CASE OF A CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE BETTER OR GREATER QUALITY OF

WORK.

7. ALL EASEMENTS MUST BE RECORDED, UNLESS OTHERWISE NOTED.

REFERENCES

1. STRUCTURAL GRID IS SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR

DETAILS.

2. REFER TO ARCHITECTURAL DRAWINGS FOR THE DESIGN AND DETAILS OF PATIOS AND CONCRETE SIDEWALKS COVERED BY

ARCHITECTURAL OVERHANGS.

3. ALL BUILDING DIMENSIONS ARE APPROXIMATE. REFER TO ARCHITECTURAL DRAWINGS FOR ACTUAL BUILDING DIMENSIONS.

GENERAL ALIGNMENT AND DIMENSION NOTES

1. DIMENSIONS ARE TO FACE OF CURB, UNLESS OTHERWISE NOTED ON THE PLANS.

2. WIDTHS OF SIDEWALKS ADJACENT TO CURB OR CURB AND GUTTER ARE TO BE MEASURED FROM THE BACK OF CURB.

GENERAL CONCRETE PAVEMENT NOTES

1. THE CONTRACTOR SHALL SUBMIT A JOINT LAYOUT PLAN FOR REVIEW BASED ON THE ANTICIPATED POUR METHODOLOGY.

2. REFER TO SPECIFICATIONS FOR THE SUBMISSION REQUIREMENTS.

SURVEY NOTES

GENERAL NOTES:

1. OWNER/DEVELOPER:

HANOVER COUNTY SHERIFF'S OFFICE

7522 COUNTY COMPLEX ROAD

HANOVER, VIRGINIA, 23069

CONTACT PERSON: MAJOR JUDSON H. FLAGG

HANOVER COUNTY SHERIFF'S OFFICE

INVESTIGATIVE DIVISION

7522 COUNTY COMPLEX ROAD

P.O BOX 40

HANOVER VA 23069

804-365-6827 804-839-2116

JHFLAGG@HANOVERCOUNTY.GOV

NOTES

THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF GREG F. DELANO, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON THE FOLLOWING DATES: NOVEMBER 1, 2023 THROUGH NOVEMBER 6 , 2023 THIS PLAT, MAP AND DIGITAL GEOSPATIAL DATA INCLUDING METADATA

MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED.

HORIZONTAL DATUM: NAD83

VERTICAL DATUM: NAVD88

DATUM ESTABLISHED BY RTK GPS NOVEMBER 1, 2023 (CORRECTIONS FROM RTCM-REF 0592)

FIELDWORK COMPLETED NOVEMBER 6, 2023

GENERAL SITE NOTES

OWNER/DEVELOPER INFORMATION

HANOVER COUNTY

7236 COURTLAND FARM ROAD, HANOVER, VA 23069 (SHERIFF'S OFFICE FIRING RANGE)

CONTACT PERSON: MAJOR JUDSON FLAGG

HANOVER COUNTY SHERIFF'S OFFICE

TELEPHONE: 804.365.6827

MAJOR JUD FLAGG (jhflagg@hanovercounty.gov)

ENGINEER INFORMATION

TIMMONS GROUP

THAD RICH, PE

1001 BOULDERS PARKWAY

SUITE 300

RICHMOND, VA 23225

PH 804.200.6500

FAX 804.501.1016

PARCEL INFORMATION

COUNTY OF HANOVER

PARCEL ID:

8810-41-8712

ADDRESS

7522 COUNTY COMPLEX ROAD

HANOVER, VIRGINIA, 23069

ZONE: A-1

PROJECT: HANOVER COUNTY SHERIFF’S PARKING IMPROVEMENT & RANGE BUILDING

RANGE HOUSE BUILDING :THE SHERIFF'S OFFICE PLANS TO CONSTRUCT A BUILDING APPROXIMATELY 2,800 SQUARE FEET NEAR THE SOUTHWEST CORNER OF THE FIRING RANGE. THIS BUILDING WILL BE USED TO CONDUCT TRAINING EXERCISES INSIDE IN A TEMPERATURE CONTROLLED SPACE.ELECTRICAL RUN TO THE FACILITY, BUT THERE WILL NOT BE WATER OR SEPTIC. THE PURPOSE OF THIS PROJECT IS TO PROVIDE THE SHERIFF'S OFFICE TO PRACTICE TACTICAL TRAINING IN A WEATHER

CONTROLLED FACILITY.

PARKING COMPLIANCE:

RANGE HOUSE:

BASED ON THE APPROVED SITE PLAN SPR-32-90 Am 6-95 FOR RANGE HOUSE, A TOTAL OF 60 PARKING SPACES WILL BE PROVIDED TO SUPPORT THE RANGE. THERE ARE CURRENTLY IN EXCESS OF 60 PARKING SPACES AT THE FACILITY. THE RANGE HOUSE IMPROVEMENT IS AN ANCILLARY BUILDING THAT WILL NOT CREATE ADDITIONAL PARKING NEEDS.

SHERIFF'S STORAGE FACILITY:

BASED ON THE APPROVED SITE PLAN SPR-32-90 Am 11-05 FOR STORAGE FACILITY, THE FULL BUILD OUT WILL PROVIDE 4 ADDITIONAL BAYS TO WHAT IS CURRENTLY PROVIDED. IN LIEU OF ADDING ON TO THE BUILDING THIS PROJECT WILL ADD

EXTERIOR CARPORTS.

N I

EF

O R P

AN LIS

S

O

E

GNE

NI

R E

WE

THADDAEUS P. RICH

M O

CO

M

N

V

Lic. No. 062377

G I

A

IR

HALT OF

JOB NO.

SHEET NO.

SCALE

DESIGNED BY

CHECKED BY

D A

TE

DRAWN BY

DATE

R

EV

IS

IO

N D

ES

C R

IP

TI

O

N

YO

UR

V

IS

IO

N

AC

HI

EV

ED

T

HR

O

UG

H O

UR

S.

Th es e pl an s an d as so ci at ed d oc um en ts a re th e ex cl us iv e pr op er ty o f T

IM

M O

N S

G R

O U

P a nd m ay n ot b e re pr od uc ed in w ho le o r i n pa rt an d sh al l n ot b e us ed fo r a ny p ur po se w ha ts oe ve r, in cl us iv e, b ut n ot lim ite d to c on st ru ct io n, b id di ng

, a nd

/o r c on st ru ct io n st ak in g w ith ou t t he e xp re ss w rit te n co ns en t o f T

IM

M

O N

S G

R O

U P

B ou ld er s Pa rk w ay , S ui te

R ic hm on d, V A

TE

L

4.

0.

F

AX

.5

.1 w w w .t im m on s.

co m

TH

IS

D

RA

W

IN

G P

RE

PA

RE

D

A T

TH

E

CO

R

PO

R

A

TE

O

FF

IC

E

S :\3

\4

-H an ov er

_T er m \D

W G

\S he et \C

D \4

-C

1- N

TD

T.

dw g

| P lo tte d on

/2 0/

:1

A

M by K ha n

K ar ya r

08/20/2024

47096

H A

N O

VE

R

C O

U N

TY

S

H

ER

IF

F’

S

PA

R K

IN

G

IM

PR

O

VE

M

EN

T

R A

N G

E B

U

IL

D

IN

G

H

A N

O

VE

R C

O U

N

TY

S H

ER

IF

F’ S

O

FF

IC

E

VA

KK

KK/TR

TR

/2

8/

T C

O U

N

TY

S U

B M

IT

TA

L

AS SHOWN

20 AUG.2024

TRAKiT #: SPR2024-00028

/1

8/

D C

O U

N

TY

S U

B M

IT

TA

L

/2 0/

D

C O

U N

TY

S

U B

M

IT

TA

L

G E

N E

R A

L C

IV

IL

N O

TE

C002

EF

O R P

AN LIS

S

O

E

GNE

NI

R E

WE

THADDAEUS P. RICH

M O

CO

M

N

V

Lic. No. 062377

G I

A

IR

HALT OF

JOB NO.

SHEET NO.

SCALE

DESIGNED BY

CHECKED BY

D A

TE

DRAWN BY

DATE

R

EV

IS

IO

N D

ES

C R

IP

TI

O

N

YO

UR

V

IS

IO

N

AC

HI

EV

ED

T

HR

O

UG

H O

UR

S.

Th es e pl an s an d as so ci at ed d oc um en ts a re th e ex cl us iv e pr op er ty o f T

IM

M O

N S

G R

O U

P a nd m ay n ot b e re pr od uc ed in w ho le o r i n pa rt an d sh al l n ot b e us ed fo r a ny p ur po se w ha ts oe ve r, in cl us iv e, b ut n ot lim ite d to c on st ru ct io n, b id di ng

, a nd

/o r c on st ru ct io n st ak in g w ith ou t t he e xp re ss w rit te n co ns en t o f T

IM

M

O N

S G

R O

U P

B ou ld er s Pa rk w ay , S ui te

R ic hm on d, V A

TE

L

4.

0.

F

AX

.5

.1 w w w .t im m on s.

co m

TH

IS

D

RA

W

IN

G P

RE

PA

RE

D

A T

TH

E

CO

R

PO

R

A

TE

O

FF

IC

E

S :\3

\4

-H an ov er

_T er m \D

W G

\S he et \C

D \4

-C

1- N

TD

T.

dw g

| P lo tte d on

/2 0/

:1

A

M by K ha n

K ar ya r

08/20/2024

47096

H A

N O

VE

R

C O

U N

TY

S

H

ER

IF

F’

S

PA

R K

IN

G

IM

PR

O

VE

M

EN

T

R A

N G

E B

U

IL

D

IN

G

H

A N

O

VE

R C

O U

N

TY

S H

ER

IF

F’ S

O

FF

IC

E

VA

KK

KK/TR

TR

/2

8/

T C

O U

N

TY

S U

B M

IT

TA

L

AS SHOWN

20 AUG.2024

TRAKiT #: SPR2024-00028

/1

8/

D C

O U

N

TY

S U

B M

IT

TA

L

/2 0/

D

C O

U N

TY

S

U B

M

IT

TA

L

C O

N D

IT

IO

N A

L U

S E

P E

R M

IT

C003

EF

O R P

AN LIS

S

O

E

GNE

NI

R E

WE

THADDAEUS P. RICH

M O

CO

M

N

V

Lic. No. 062377

G I

A

IR

HALT OF

JOB NO.

SHEET NO.

SCALE

DESIGNED BY

CHECKED BY

D A

TE

DRAWN BY

DATE

R

EV

IS

IO

N D

ES

C R

IP

TI

O

N

YO

UR

V

IS

IO

N

AC

HI

EV

ED

T

HR

O

UG

H O

UR

S.

Th es e pl an s an d as so ci at ed d oc um en ts a re th e ex cl us iv e pr op er ty o f T

IM

M O

N S

G R

O U

P a nd m ay n ot b e re pr od uc ed in w ho le o r i n pa rt an d sh al l n ot b e us ed fo r a ny p ur po se w ha ts oe ve r, in cl us iv e, b ut n ot lim ite d to c on st ru ct io n, b id di ng

, a nd

/o r c on st ru ct io n st ak in g w ith ou t t he e xp re ss w rit te n co ns en t o f T

IM

M

O N

S G

R O

U P

B ou ld er s Pa rk w ay , S ui te

R ic hm on d, V A

TE

L

4.

0.

F

AX

.5

.1 w w w .t im m on s.

co m

TH

IS

D

RA

W

IN

G P

RE

PA

RE

D

A T

TH

E

CO

R

PO

R

A

TE

O

FF

IC

E

S :\3

\4

-H an ov er

_T er m \D

W G

\S he et \C

D \4

-C

1- N

TD

T.

dw g

| P lo tte d on

/2 0/

:1

A

M by K ha n

K ar ya r

08/20/2024

47096

H A

N O

VE

R

C O

U N

TY

S

H

ER

IF

F’

S

PA

R K

IN

G

IM

PR

O

VE

M

EN

T

R A

N G

E B

U

IL

D

IN

G

H

A N

O

VE

R C

O U

N

TY

S H

ER

IF

F’ S

O

FF

IC

E

VA

KK

KK/TR

TR

/2

8/

T C

O U

N

TY

S U

B M

IT

TA

L

AS SHOWN

20 AUG.2024

TRAKiT #: SPR2024-00028

/1

8/

D C

O U

N

TY

S U

B M

IT

TA

L

/2 0/

D

C O

U N

TY

S

U B

M

IT

TA

L

S

IT

E P

LA

N

A P

P R

O V

E D

L E

TT

E

C004

CURVE TABLE

CURVE

C1

C2

C3

C4

C5

C6

C7

RADIUS

530.00'

470.00'

330.00'

1582.79'

970.00'

1030.00'

1522.79'

LENGTH

375.99'

333.43'

125.27'

744.07'

735.25'

780.73'

715.86'

TANGENT

196.30'

174.08'

63.40'

379.04'

386.30'

410.19'

364.67'

DELTA

40°38'47"

40°38'47"

21°44'59"

26°56'05"

43°25'46"

43°25'46"

26°56'05"

CHORD BEARING

S20°33'09"E

N20°33'09"W

N11°06'16"W

N59°47'12"E

N68°02'02"E

S68°02'02"W

N59°47'12"E

CHORD

368.16'

326.48'

124.52'

737.24'

717.77'

762.17'

709.29'

PAVED

PLAY

AREA

FOOTBALL

FIELDS

PAVILION

CONCESSIONS/

RESTROOMS

FUTURE

ROLLER

HOCKEY

EX.

ROLLER

HOCKEY

EX. SOCCER

FIELDS

TOT

LOT

EX. SOCCER

FIELD

TOT

LOT

BASEBALL/SOFTBALL

FIELD - 300'

PROPOSED

PARKING

DISC GOLF/

PAR 3 AREA

R O

U

TE 301

HANDICAPPED

PIER

EX. CONCESSION/

RESTROOMS

TOT

LOT

CONCESSIONS

BASEBALL/SOFTBALL

FIELD - 300'HORSESHOES

VOLLEYBALL

SOCCER/FOOTBALL/MULTIPURPOSE

FIELDS

DRAINAGE DITCH

MULTIPURPOSE

FIELD

PAVED

PLAY AREA

MULTIPURPOSE

FIELD

OBSERVATION

TOWER

PROPOSED

PARKING

EXISTING

PARKING

PROPOSED

PARKING

EX. PARKING

BASEBALL/SOFTBALL

FIELD - 300'

COURTLAND FARM ROAD

EXISTING

POND

EX.

HORSESHOES

REC/

COMMUNITY

CENTER

HORSESHOES

TOT

LOT

50' WIDE

LANDSCAPED

VEGATATIVE BUFFER

EXISTING JAIL ROAD

EX. PUBLIC

CONVENIENCE

& RECYCLING

CENTER

ADDITIONAL

PARKING

EXISTING LANDFILL

(CLOSED)

REF: CONDITIONAL USE PERMIT DRAWING

NO. 1 DATED 12/13/99,

JOYCE ENGINEERING, INC.

PAMUNKEY

REGIONAL

JAIL

FACILITY

PISTOL

RANGE

EXISTING

TRANSFER

STATION

25' PRIVATE ROAD

EASEMENT

(DB 1440 PG 734)

SECURITY

GATE

EXISTING

SCALES

POTENTIAL FUTURE ACCESS ROAD

TOT

LOT

WATER

TANK

25' WIDE VEGATATIVE SCREEN

STAGGER FAST GROWING

(60' TALL, 12' WIDE)

LELAND CYPRESS OR APPROVED EQUAL

ALONG WEST PROPERTY LINE

WATER

WELL

LANDFILL

MONITORING WELL

(TYPICAL)

LANDFILL GAS VENT

(TYPICAL)

6" WATER LINE

TO TANK

20' UTILITY

EASEMENT30' UTILITY

EASEMENT

60' WIDE ROAD

EASEMENT

VDHR

42-779

APPROXIMATE

LOCATION

MODEL AIRPLANE FIELD

SITUATION

HOUSE

FLEET

STORAGE

PARKING

LOT

SHERIFF'S

STORAGE

FACILITY

S27°10'23"E 931.81'

S89°59'48"E 2196.00'

S5 °0

7'

"W

.0 0'

S2 2°

'5

5" W

0.

S2 2°

'2

1" W

9.

S70°58'59"W 2911.30'N16°44'46"W 720.00'

N3 1°

'45 "E

6.

N2 1°

'1

1" E

1.

N68°57'49"W 750.00'

L2

L3

L4

L5

L6

L7

L8

L9

L1

L11

S78°31'37"E556.36'

N 2°

'4

7" E

9.

N70°01'01"E

483.18'

N 13°28'53"W

359.40'

S2 1°

'2

3" W

2.

C1

C

C

COUNTY OF HANOVER,

VIRGINIA

DB. 457, PG. 341

DB. 472, PG. 686

GPIN: 8810-41-8712

332.1± ACRES (COMPILED)

HILL CARTER, JR.

DB. 2965, PG. 2025

DB. 472, PG. 686

GPIN: 8810-54-1850 SOUTH WALES FARM, LLC

DB. 2966, PG. 485GPIN:

8810-75-0503

COMMONWEALTH OF VIRGINIA - VIRGINIA

INDUSTRIAL SCHOOL FOR BOYS

DB. 72, PG. 53

GPIN: 8729-18-4176

GORDON WAYNE LAWHORN

DB. 3223, PG. 1981

GPIN: 8719-48-5977

G . W

AYN

E LAW

H O

R N

KIM

IE L. LAW

H O

R N

D

B. 1515, PG

. 162

G

PIN

: 8719-38-5372

G . W

AYN

E LAW

H O

R N

KIM

IE L. LAW

H O

R N

D

B. 1435 PG

. 21

D

B. 1398, PG

. 164

G

PIN

: 8719-38-0214

R. BRUCE MALLETT

DB. 783, PG. 668

GPIN: 8810-22-7181

THE PAMUNKEY REGIONAL

JAIL AUTHORITY

DB. 1161, PG. 891

GPIN: 8810-42-3597

HANOVER COUNTY

DB. 1368, PG. 168

GPIN: 8810-14-6482

U.S. RO

UTE 301

- HANO

VER CO

URTHO

USE RO

AD

160' R /W

- AS SH

O

W N

PER

PB. 8, PG

. 171 HANOVER COUNTY WELL LOT

DB. 1236, PG. 290

GPIN: 8719-39-2345

10,000 SQ. FT. OR 0.229

ACRES (COMPILED)

C7

L16

C6 L15

L1

L13 C5

C4

L12

L1

C/L APPARENT PRIVATE ROAD TAKEN

FROM AERIAL IMAGERY NO DEED OF

DEDICATION OR EASEMENTS FOUND

N88°21'07"W 1000'± TO

CREEK

1030'± FROM CREEK

S76°30'23"E

N83°51'23"W417.94'

COURTLAND FARM ROAD

- STATE ROUTE 820

60' R/W - DB. 485, PG. 144

COUNTY OF

HANOVER, VIRGINIA

DB. 1396, PG. 13

GPIN: 8810-42-5147

LINE TABLE

LINE

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

L15

L16

BEARING

N16°44'46"W

N74°11'14"E

S0°13'46"E

S40°52'33"E

N49°07'27"E

N40°52'33"W

N0°13'46"W

N32°47'33"W

N68°57'49"W

S21°01'58"W

N71°49'46"W

N73°15'14"E

N89°44'55"E

N0°15'05"W

S89°44'55"W

S73°15'14"W

LENGTH

420.00'

533.27'

105.84'

262.00'

60.00'

262.00'

127.26'

323.48'

175.00'

250.05'

236.86'

328.14'

46.38'

60.00'

46.38'

328.14'

N I

EF

O R P

AN LIS

S

O

E

GNE

NI

R E

WE

THADDAEUS P. RICH

M O

CO

M

N

V

Lic. No. 062377

G I

A

IR

HALT OF

JOB NO.

SHEET NO.

SCALE

DESIGNED BY

CHECKED BY

D A

TE

DRAWN BY

DATE

R

EV

IS

IO

N D

ES

C R

IP

TI

O

N

YO

UR

V

IS

IO

N

AC

HI

EV

ED

T

HR

O

UG

H O

UR

S.

Th es e pl an s an d as so ci at ed d oc um en ts a re th e ex cl us iv e pr op er ty o f T

IM

M O

N S

G R

O U

P a nd m ay n ot b e re pr od uc ed in w ho le o r i n pa rt an d sh al l n ot b e us ed fo r a ny p ur po se w ha ts oe ve r, in cl us iv e, b ut n ot lim ite d to c on st ru ct io n, b id di ng

, a nd

/o r c on st ru ct io n st ak in g w ith ou t t he e xp re ss w rit te n co ns en t o f T

IM

M

O N

S G

R O

U P

B ou ld er s Pa rk w ay , S ui te

R ic hm on d, V A

TE

L

4.

0.

F

AX

.5

.1 w w w .t im m on s.

co m

TH

IS

D

RA

W

IN

G P

RE

PA

RE

D

A T

TH

E

CO

R

PO

R

A

TE

O

FF

IC

E

S :\3

\4

-H an ov er

_T er m \D

W G

\S he et \C

D \4

-C

0- M as te r P la n.

dw g | P lo tte d on

/2

0/

:1

A M by

K ha n K ar ya r

08/20/2024

47096

H A

N O

VE

R

C O

U N

TY

S

H

ER

IF

F’

S

PA

R K

IN

G

IM

PR

O

VE

M

EN

T

R A

N G

E B

U

IL

D

IN

G

H

A N

O

VE

R C

O U

N

TY

S H

ER

IF

F’ S

O

FF

IC

E

VA

KK

KK/TR

TR

/2

8/

T C

O U

N

TY

S U

B M

IT

TA

L

AS SHOWN

20 AUG.2024

TRAKiT #: SPR2024-00028

/1

8/

D C

O U

N

TY

S U

B M

IT

TA

L

/2 0/

D

C O

U N

TY

S

U B

M

IT

TA

L

M A

S

TE

R P

LA

N

C100

SCALE 1"=300'

600'300'

N A

D

COMPILED EXHIBIT MAP SHOWING A TRACT OF LAND BEING

APPROXIMATELY 332.1± ACRES LOCATED ON THE NORTH SIDE OF U.S.

ROUTE 301 AND EITHER…