2027-013 LYNCHBURG HERITAGE PARK PHASE 1 DESIGN DRAWINGS JUNE 9, 2026.pdf

Date:

Revisions:

Review By:

Project No.

Drawn By:

Sheet No.

STUDIO

HILL

Landscape Architecture Architecture

Community Planning Historic Preservation

120 W. Campbell Ave. SW Roanoke, VA 24011 tel: 540-342-5263 fax: 540-345-5625 www.hillstudio.com

Title:

Seal

10 9 8 7 6 5 4 3 2 1

G

F

E

D

C

B

Lynchburg Heritage Park

LYNCHBURG,

VIRGINIA

A 5 4 3 2 110 9 8 7 6

CBA, EWS, KEP

GW

2248.01

06/09/2026

Lic. No. 861

GREGORY W.

WEBSTER

L A

D

S CAPE ARCH

I T

E C

T

C

OM

M

ON

W

EALTH OF VIRG

IN

IA

N

06/09/2026

PER CITY TRC COMMENTS

COVER SHEET

G-000

LYNCHBURG HERITAGE PARK

100% WORKING DRAWINGS

CONSTRUCTION SET

June 09, 2026

PROJECT TEAM:

LANDSCAPE ARCHITECT:

GREG WEBSTER, PLA, LEED AP

HILL STUDIO

120 W CAMPBELL AVE

ROANOKE, VA 24011

(540) 342-5263 gwebster@hillstudio.com

PROJECT DESCRIPTION

OWNER:

HOWARD COVEY

CITY OF LYNCHBURG

301 GROVE STREET

LYNCHBURG, VA 24501

(434) 455-5875 howard.covey@lynchburgva.gov

VICINITY MAP

PROPERTY INFORMATION

PARCEL ID: 24807001

ZONED: R-1 - LOW DENSITY RESIDENTIAL, R-3 - MEDIUM DENSITY RESIDENTIAL

CURRENT USE: PARK / RECREATION (HERITAGE PARK)

OWNER: CITY OF LYNCHBURG

ADDRESS: 557 LEESVILLE RD, LYNCHBURG, VA 24502

CONTACT: HOWARD COVEY - PARKS & REC. DEPT.

PHONE: (434) 455-5875

EMAIL: howard.covey@lynchburgva.gov

PROJECT SITE

1. TOPOGRAPHY IS SHOWN AT 1' INTERVALS. TOPOGRAPHIC SURVEY WORK PERFORMED BY: HURT AND PROFFITT.

2. SEED ALL DISTURBED AREAS EXCEPT WHERE OTHERWISE NOTED.

3. CONTRACTOR TO VERIFY ALL BENCHMARK LOCATIONS AS INDICATED ON PLANS. CONTRACTOR SHALL LOCATE ADDITIONAL PROTECTED, PERMANENT BENCHMARK LOCATIONS AS NECESSARY.

4. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF DEMOLITION AS DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS.

5. UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATION MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES AT HIS OWN INITIATIVE AND EXPENSE.

6. CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY REPAIR ANY ACTIVE UTILITIES DAMAGED DURING CONSTRUCTION AND TO NOTIFY THE OWNERS REPRESENTATIVE AND ANY APPROPRIATE UTILITY COMPANIES OF

THE DAMAGE.

7. ALL MATERIAL GENERATED BY THE DEMOLITION SHALL BE HAULED FROM THE SITE AND DISPOSED OF PER CITY OF LYNCHBURG REGULATIONS.

8. THE CONTRACTOR SHALL COORDINATE FINISHED PAVEMENT GRADES WITH ELEVATIONS AND LOCATIONS OF EXISTING ROADS AND STREETS.

9. OTHER WORK (GRADING, EXCAVATING, CONSTRUCTION) ON THE PROJECT SHALL NOT COMMENCE UNTIL THE APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AS SPECIFIED ON THE PLAN.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND LICENSES REQUIRED BY THE COMMONWEALTH OF VIRGINIA, CITY OF LYNCHBURG, OR ANY OTHER GOVERNING AGENCIES

INVOLVED UNDER THIS CONTRACT.

11. APPROPRIATE FENCING AND/OR BARRICADES SHALL BE USED WHEN DEMOLITION OCCURS NEAR PEDESTRIAN WALKWAYS. ANY SIDEWALK, ENTRANCE, AND/OR STREET CLOSURES TO BE COORDINATED WITH THE CITY

OF LYNCHBURG.

12. LENGTHS OF LINES INDICATED ON THE DRAWINGS FOR UTILITY SYSTEMS ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR DETERMINING THE EXACT AMOUNT OF PIPING REQUIRED TO

FURNISH A COMPLETE WORKING SYSTEM IN ACCORDANCE WITH THE INTENT OF THE DRAWINGS.

13. TOP OF INLETS SHOWN ARE APPROXIMATE ONLY, CONTRACTOR SHALL VERIFY EXACT ELEVATIONS REQUIRED TO ASSURE STRUCTURE HEIGHT COMPLIES WITH THE PURPOSE OF THE STRUCTURE AND CONFORMS WITH

ADJACENT FINISHED GRADES.

14. LIMITS OF DISTURBANCE SHALL BE CONTAINED WITHIN THE EXISTING LIMITS INDICATED ON PLANS.

15. CONTRACTOR SHALL NOTIFY A/E OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS AND

BETWEEN THE CONTRACT DOCUMENTS AND IN-FIELD EXISTING CONDITIONS.

16. BACKFLOW IS REQUIRED ON ALL EXISTING OR PROPOSED SERVICE CONNECTIONS PRIOR TO STARTING ANY WORK TO DEVELOP THE SITE(S). SERVICE CONNECTIONS SHALL NOT BE UTILIZED FOR DEMOLITION, GRADING, CONSTRUCTION/RENOVATION, AND/OR LANDSCAPING PURPOSES, UNTIL ALL OF THE APPROPRIATE RP'S (OR RPDA'S) FOR BACKFLOW HAVE BEEN INSTALLED. THIS INCLUDES TEMPORARY AS WELL AS PERMANENT

CONNECTIONS.

17. IF DURING DEMOLITION OR CONSTRUCTION, ANY DISCREPANCIES ARE NOTED WITH REGARD TO ANY PUBLIC WATER SERVICES CONNECTION, THE DEPT. OF WATER RESOURCES SHALL BE NOTIFIED. THIS INCLUDES, BUT IS NOT LIMITED TO; CONNECTIONS WHICH NEED TO BE ADDED, ABANDONED, CHANGED, OR RELOCATED.

18. IF ANY BACKFLOW PREVENTION ASSEMBLIES ARE FOUND DURING DEMOLITION OR WHILE OTHER WORK IS BEING PERFORMED FOR THIS PROJECT, THEY SHALL NOT BE REMOVED, RELOCATED, OR REPLACED WITHOUT

ADVANCE AUTHORIZATION FROM THE DEPT. OF WATER RESOURCES.

19. LANDSCAPING AND/OR OTHER SITE FEATURES SHALL NOT BE SUCH THAT THEY IMPACT THE REQUIRED ALLOWANCES FOR ANY RP (OR RPDA) FOR BACKFLOW NOW OR IN THE FUTURE.

20. NO SITE WORK, LOGGING, GRUBBING OR GRADING IS PERMITTED PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT.

21. A RIGHT OF WAY PERMIT WILL BE REQUIRED FOR ANY WORK IN THE RIGHT OF WAY. CONTACT BRAD BUTLER AT 434-455-3931.

22. WORK IN THE RIGHT OF WAY TO BE PERFORMED DURING NONPEAK HOURS OF 8:30AM THROUGH 3:30PM.

23. FOR CONCRETE SCORE PATTERN, REFER TO SHEET L-511.

THESE PLANS ARE AN ALL-ENCOMPASSING SET OF PLANS TO IMPROVE

HERITAGE PARK. PORTIONS OF THE PLANS WILL BE BUILT BY THE PARKS AND

REC DEPARTMENT AND OTHER PORTIONS WILL BE BUILT BY GENERAL

CONTRACTORS, PROCURED WHEN FUNDING IS AVAILABLE. THE

CONTRACTOR BIDDING THIS, AND ENSUING PHASES, SHOULD PAY SPECIFIC

ATTENTION TO THE BID FORM WHEN BIDDING.

CIVIL ENGINEER:

ANDY KLEPAC, PE

HURT AND PROFFITT

2524 LANGHORNE ROAD

LYNCHBURG, VA 24501

(434) 847-7796 bcossman@handp.com

ELECTRICAL ENGINEER:

WINSTON MATTHEWS, PE

LPA

15 E. SALEM AVE, SE, SUITE 101,

ROANOKE, VA 24011

(540) 342 - 1816 wmatthews@lpa-inc.com

HERITAGE PARK HIGH SCHOOL

LEESVILLE RD

PARK INCLUDES: CONCRETE WALKWAYS, PICKLEBALL COURTS, UPDATED LIGHTING,

EXISTING MULTIPURPOSE FIELD, PLAYGROUND, CONCRETE SLAB FOR SKATEPARK, SEAT

WALLS, SITE FURNISHINGS, HERB GARDEN, NEW TREES AND MISC. PLANTINGS.

INSPIRED / RESPONSIVE / TRUSTED

GENERAL

G-000 COVER SHEET

G-001 GENERAL NOTES AND ABBREVIATIONS

V-101 EXISTING CONDITIONS AND DEMOLITION PLAN

V-102 ENLARGED DEMOLITION AREAS

C-101 GRADING PLAN

C-102 GRADING PLAN

C-103 EROSION & SEDIMENT CONTROL PLAN

C-201 EROSION & SEDIMENT CONTROL DETAILS

C-202 STORMWATER DETAILS

C-203 UNDERGROUND DETENTION DETAILS

C-301 DRAINAGE AREA MAPS

L-101 PARK CORE KEY PLAN AND CRITICAL ALIGNMENTS

L-201 ENLARGED PLAN AREA 1

L-202 ENLARGED PLAN AREA 2

L-203 ENLARGED PLAN AREA 3

L-204 ENLARGED PLAN AREA 4

L-205 ENLARGED PLAN AREA 5

L-206 ENLARGED PLAN AREA 6

L-207 ENLARGED PLAN AREA 7

L-208 ENLARGED PLAN AREA 8

L-209 ENLARGED PLANTING PLANS

L-401 SECTIONS

L-402 SECTIONS

L-501 DETAILS PLANTINGS

L-502 DETAILS

L-503 DETAILS

L-504 DETAILS

L-505 DETAILS

L-506 DETAILS

L-507 DETAILS

L-508 SITE FURNISHINGS

L-509 SITE FURNISHINGS

L-510 SITE FURNISHINGS

L-511 SCORING DETAIL

E-001 LEGEND, NOTES AND ABBREVIATIONS SPECIFICATIONS ELECTRICAL

E-101 SITE PLAN POWER/LIGHTING ELECTRCIAL

SHEET INDEX

GENERAL NOTES

To be constructed and installed by the City of Lynchburg

To be constructed and installed by the Contractor as Phase 1

By Others

Legend:

THESE PLANS ARE AN ALL-ENCOMPASSING SET OF PLANS TO IMPROVE HERITAGE

PARK. PORTIONS OF THE PLANS WILL BE BUILT BY THE PARKS AND REC DEPARTMENT

AND OTHER PORTIONS WILL BE BUILT BY GENERAL CONTRACTORS, PROCURED WHEN

FUNDING IS AVAILABLE. THE CONTRACTOR BIDDING THE INDICATED PHASE AS

DIAGRAMED HERE-IN, IS REQUIRED TO ISSUE BID AS A LUMP SUM FOR THE

RESPECTIVE ADVERTISED PHASE.

GENERAL NOTES

AND

ABBREVIATIONS

G-001

GENERAL CROSS REFERENCE NOTES:

1. FOR LIGHTING SEE ELECTRICAL

2. REFER TO CIVIL FOR GRADING AND STORM DRAINAGE, AND E&S.

LEGEND

MONUMENT

IRON PIN FOUND

IRON PIN SET

BENCHMARK

BORE HOLE

ELECTRIC MANHOLE

ELECTRIC JUNCTION BOX

ELECTRIC BOX

ELECTRIC TRANSFORMER

STREET LIGHT

LIGHT POLE

ELECTRIC BOLLARD

WATER MANHOLE

FIRE HYDRANT

WATER METER

WATER VALVE

DRINKING FOUNTAIN

IRRIGATION CONTROL VALVE

YARD HYDRANT

SEWER MANHOLE

CLEAN OUT

DRAINAGE MANHOLE

TRENCH DRAIN

TELEPHONE MANHOLE

TELEPHONE PEDESTAL

CABLE JUNCTION BOX

EXISTING TREES

FIBER OPTIC MANHOLE

FIBER OPTIC JUNCTION BOX

TRAFFIC CONTROL MANHOLE

TRAFFIC JUNCTION BOX

SIGNAL CABINET

TRAFFIC LIGHT POLE

GAS VALVE

GAS METER

CURB AND GUTTER

SIGN

FLAG POLE

10" CONCRETE BASE FOR TEMPORARY FENCE POST

BOLLARD

SEWER LINE W/SIZE

WATER LINE W/SIZE

GAS LINE W/SIZE

UNDERGROUND ELECTRIC LINE

OVERHEAD ELECTRIC LINE

TELEPHONE LINE

CABLE LINE

STORM DRAIN W/SIZE

TRAFFIC CONTROL LINE

FIBER OPTIC LINE

PROPERTY LINE

HANDRAIL

8' HT. TEMPORARY CONSTRUCTION FENCE

GENERAL LANDSCAPE NOTES:

1. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING SITE CONDITIONS AND

DETERMINE THE EXTENT OF WORK PRIOR TO ANY AND ALL CONSTRUCTION.

NOTIFY OWNER OF ANY DISCREPANCIES BETWEEN CONSTRUCTION

DOCUMENTS AND ACTUAL CONDITIONS.

2. COMPLY WITH ALL LOCAL, STATE, AND FEDERAL CODES, LAWS AND

REGULATIONS.

3. CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS,CONSTRUCTION METHODS

AND CRAFTSMANSHIP. ALL NEW WORK IS TO BE PLUMB, LEVEL, AND SQUARE.

4. VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE LANDSCAPE ARCHITECT OF

ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS.

5. THE CONTRACTOR IS RESPONSIBLE TO BRING DISCREPANCIES OR CONFLICTS

BETWEEN DRAWINGS AND SPECIFICATIONS TO THE IMMEDIATE ATTENTION

OF THE LANDSCAPE ARCHITECT BEFORE START OF CONSTRUCTION FOR

RESOLUTION. DO NOT ASSUME CORRECTNESS OF ONE DOCUMENT OR THE

OTHER.

6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK WITH OTHER

TRADES AND THE OWNER'S SELF-PERFORMED WORK WHEREVER AND

WHENEVER THEY OVERLAP.

7. COORDINATE CONSTRUCTION ACTIVITIES WITH OWNER'S SCHEDULE. NOISE

RESTRICTIONS SHALL BE COORDINATED WITH THE OWNER.

8. DO NOT SCALE DRAWINGS. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE

TO FACE OF NEW FINISH OR FACE OF EXISTING WALL.

9. ALL EXISTING CONDITIONS TO REMAIN SHALL BE PROTECTED DURING

DEMOLITION AND CONSTRUCTION OPERATIONS. PROTECT ADJACENT AREAS

FROM DUST AND DEBRIS. MINIMIZE DAMAGE TO EXISTING LANDSCAPING

AND PAVING. DAMAGED LANDSCAPING AND PAVING MUST BE REPLACED IN

KIND. MAINTAIN A CLEAN, SAFE WORK ENVIRONMENT AT ALL TIMES.

10. PROVIDE PEDESTRIAN PROTECTION AROUND THE CONSTRUCTION AREAS.

11. EXISTING UTILITIES ARE TO REMAIN UNLESS OTHERWISE NOTED.

12. CONTRACTOR IS RESPONSIBLE TO COORDINATE INSPECTION SERVICES

PROVIDED BY INSPECTOR.

13. COORDINATE HOURS OF CONSTRUCTION WITH OWNER.

14. THE SHADE STRUCTURE AND THE PAVILION ARE SHOWN FOR REFERENCE IN

THIS PLAN SET. ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS NOT

INCLUDED.

GENERAL LAYOUT NOTES:

1. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SITE CONDITIONS

PRIOR TO COMMENCING ANY WORK. INSPECT EXISTING SITE CONDITIONS

AFFECTING WORK FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. PRIOR TO

COMMENCING LANDSCAPE WORK, ADVISE THE PROJECT LANDSCAPE ARCHITECT OF

ANY INCONSISTENCIES WITH SAID CONDITIONS FOR RESOLUTION.

2. COORDINATE LANDSCAPE WORK WITH OTHER CONSTRUCTION TO ENSURE PROPER

SEQUENCING OF WORK, TO MINIMIZE CONFLICTS, AND TO PROTECT IN-PLACE

WORK FROM DAMAGE.

3. CONTRACTOR TO CONDUCT PRE-CONSTRUCTION MEETING TO REVIEW SCOPE OF

WORK WITH OWNER AND LANDSCAPE ARCHITECT.

4. MINIMIZE DISTURBANCE OUTSIDE APPROXIMATE LIMITS OF WORK. DAMAGED

WORK SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR, TO A LIKE NEW

CONDITION, AT NO ADDITIONAL COST TO THE OWNER.

5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF

ALL EXISTING UNDERGROUND UTILITIES (PUBLIC AND PRIVATE) PRIOR TO

BEGINNING CONSTRUCTION.

6. EXCAVATION AND OTHER GROUND DISTURBANCE IS NOT ALLOWED WITHIN THE

DRIP-LINE OF EXISTING TREES TO REMAIN UNLESS SPECIFICALLY NOTED.

CONTRACTOR SHALL PROTECT TREES TO REMAIN WITH FENCE.

7. CONTRACTOR SHALL PROVIDE PROTECTION FOR NEWLY INSTALLED WORK AND

FINISHES.

8. THE LIMITS OF WORK DESCRIBED IN THE DRAWINGS ARE APPROXIMATE. WORK

REQUIRED OUTSIDE THESE LIMITS WHICH IS NEEDED TO MEET THE INTENT OF THE

DRAWING IS THE RESPONSIBILITY OF THE CONTRACTOR. ANY MISCELLANEOUS

ITEMS OR MATERIALS NOT SPECIFICALLY NOTED, BUT REQUIRED FOR THE PROPER

EXECUTION, INSTALLATION, OR PERFORMANCE OF THE WORK, SHALL BE PROVIDED

BY THE CONTRACTOR.

9. SEALED EXPANSION JOINTS SHALL BE INSTALLED WHERE NEW CONCRETE PAVING

MEETS EXISTING PAVING, BUILDING WALL, SITE WALLS, COLORED CONCRETE, AND

WHERE NOTED ON PLAN.

10. ALL CONNECTIONS TO EXISTING WORK SHALL BE SMOOTH AND CONTINUOUS, AND

MAINTAIN POSITIVE DRAINAGE. CONTRACTOR TO VERIFY ELEVATIONS WITHIN

PROJECT SCOPE. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM

BUILDING IN ALL DISTURBED AREAS.

11. DIMENSIONS ARE FROM BACK OF CURB (BOC) UNLESS OTHERWISE NOTED.

12. ALL JOINTS ARE TO BE TOOLED.

13. JOINTS IN SIDEWALKS SHALL BE LOCATED AT CRITICAL POINTS AND SPACED EVENLY

BETWEEN THOSE CRITICAL POINTS AS SHOWN ON THE PLAN.

14. ALL CONCRETE IS STANDARD GRAY WITH A MEDIUM BROOM FINISH, UNLESS

OTHERWISE NOTED.

15. CONTRACTOR TO USE DIGITAL FILE FROM A/E TO STAKEOUT LAYOUT IN FIELD.

Date:

Revisions:

Review By:

Project No.

Drawn By:

Sheet No.

STUDIO

HILL

Landscape Architecture Architecture

Community Planning Historic Preservation

120 W. Campbell Ave. SW Roanoke, VA 24011 tel: 540-342-5263 fax: 540-345-5625 www.hillstudio.com

Title:

Seal

10 9 8 7 6 5 4 3 2 1

G

F

E

D

C

B

Lynchburg Heritage Park

LYNCHBURG,

VIRGINIA

A 5 4 3 2 110 9 8 7 6

CBA, EWS, KEP

GW

2248.01

06/09/2026

Lic. No. 861

GREGORY W.

WEBSTER

L A

D

S CAPE ARCH

I T

E C

T

C

OM

M

ON

W

EALTH OF VIRG

IN

IA

N

06/09/2026

PER CITY TRC COMMENTS

LARGE TREES

SMALL/FLOWERING TREES

SHRUBS

HERB MIX

WILDFLOWER MEADOW MIX

TURF GRASS

L-101

G8

L-501

SHEET GRID COORDINATE

SHEET NUMBER WHERE,

SECTION, ELEVATION OR

DETAIL IS DRAWN

SHEET NUMBER WHERE

SECTION, ELEVATION

OR DETAIL IS TAKEN

NEW PARK SIGN

820 81

H

Y D

E

W

W V

S

S

S

S

S

BENCHMARK:

RR SPIKE SET IN

BASE OF P. POLE

ELEV: 868.62'

UGE

UGE

UGE

UGE

UGE UGE UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UG

E

UG

E

U G

E

UGE

UG

E

UG

E

UGE

U G

E U

G E

U G

E

U

IRR

W

W

W W

W W

W W

W W

W

W

W W

W W

W W

W

W

IRR

UU

U

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

(1)

(2)

(1)

(2)

8" T

C

8" T

C

8" TC

8" CI

8" PVC

8" TC

8" TC

18" RCP

INV OUT: 803.5'

INV OUT: 801.3'

18" RCP

12" RCP

INV OUT: 787.4'

18" RCP

18" RCP

12" CMP

18" HDPE

18" HDPE

18" HDPE

U.G. FIELD DRAIN SHOWN APPROXIMATE

18" RCP

18" R C

P

4 5

6 7

13 14

60" CMP

COULD NOT LOCATE SAN.

MANHOLE SHOWN IN THIS

AREA ON CITY G.I.S.

A

C

D

F

INV OUT: 805.1'

12" HDPE

12" HDPE

12" HDPE

42" C

MP

INV OUT: 761.6'

INV IN: 763.8'

INV OUT: 775.4'

INV IN: 776.2'

E

S

INV OUT: 778.5'

" R

C P

CO

" H

DPE

INV IN: 781.3'

INV OUT: 780.9'

B

12" HDPE

INV OUT: 820.8'

INV IN: 821.0'

SS

SS

SS

8" CI

G

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

8" RCP

12" R

CP

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

T

1202.32'

N 74°53'54" E

S 39 °2

5'0 8"

W

.59

387.97'

N 17°58'39" W

239.24'

S 81°52'46" W

699.46'

N 59°16'21" E

338.99'

N 84°07'51" E 146.68'

N 55°12'31" E

304.32'

N 36°41'09" W

657.33'

S 54°46'46" W

274.81'

S 74°21'53" W 100.85'

N 74°27'03" E 98.00'

N 55°39'51" E

113.84'

N 54°06'21" E

122.97'

N 08°29'34" W

76.02'

N 72°48'27" W

195.98'

N

5°

'2 2"

E

.4 8' S 83°25'08" E

542.31' N

°5 2'

" E

0.

PID #24808020

DEBORAH A. HALL &

SAMUEL E. HALL

INST. #W210000351

INST. #080005984

PID #24808019

DEBORAH A. HALL &

SAMUEL E. HALL

INST. #W210000351

PID #24808018

DEBORAH A. HALL &

SAMUEL E. HALL

INST. #W210000351

PID #24808026

C & P TELEPHONE

(ANNEXED FROM

CAMP. COUNTY)

PID #24808035

VERIZON VIRGINIA, INC.

INST. #020007162

PID #24808028

DAVID HONG LE &

PHUONG T. HUYNH

INST. #190007737

DB 922, PG 43 (PLAT)

PID #24808030

STEVEN LEE TUCKER &

VALERIE A. TUCKER

INST. #230000688

PID #24808031

JOHN R. CRAWLEY, III &

DEIDRA C. CRAWLEY

INST. #07000819

DB 707, PG 410 (PLAT)

PID #24808032

APPEL PROPERTIES,

LLC

INST. #170002564

DB 540, PG 486 (PLAT)

PID #24808033

BETTY LOU

JOHNSON PERHAM

INST. #140000003

DB 648, PG 191

10' DRAINAGE

EASEMENT

(DB 513, PG 563)

BROOKEVILL

E V

ILL

AGE

(P B 20

, P G 4-

5 C

AMP. C

O.)

PID

#2

JA

MES E

COLE

MAN, J

R. &

PATR

IC

IA

D

. W

DB 11

, P G 61

PID

#2

LU

KE J.

R

EDDAW

AY &

MIC

HELL

E R . R

EDDAW

AY

IN

ST.

#1

PID

#2

TH

EODORE A

NTH

ONY

YOUNG

IN

ST.

#1

PID

#2

STE

PHEN M

. S

AFR

ITT

& D

ENEEN S

SAFR

ITT

DB 83

6, PG 56

PID

#2

JA

NET D

. W

ARRIC

K &

ADOLP

H T.

B

ROW

N

IN

ST.

#0

PID

#2

ROBERT L

. S

MITH

FA

YE T.

S

MITH

DB 10

, P G 72

PID

#2

EDW

ARD D

ARYL

DUFF

IN

ST.

#1

PID #24703006

FIELDSTONE MANOR, LLC

INST. #060007983

LEESVILLE RD. - S.R.

(60' R/W

PID #24808026

C & P TELEPHONE

(ANNEXED FROM

CAMP. COUNTY)

PID #24808017

DEBORAH A. HALL &

SAMUEL E. HALL

INST. #W210000351

DEBORAH A. HALL &

PID #24808022

DEBORAH A. HALL &

SAMUEL E. HALL

INST. #W210000351

PID #24808013

PERIODONTAL LAND

PARTNERS

INST. #070012246

INST. #230006438

DISC GOLF

TEE BOX

V-101

C5

V-102

V-101

A10

V-102

V-101

E5

V-102

GATE

EXISTING TRAIL SEGMENT

TO BE ERADICATED

V-101

A5

V-102

820 81

H

Y D

E

W

W V

S

S

S

S

S

BENCHMARK:

RR SPIKE SET IN

BASE OF P. POLE

ELEV: 868.62'

UGE

U

IRR W

IRR

UU

U

(1)

(2)

(1)

(2)

8" T

C

8" T

C

8" CI

8" PVC

8" TC

8" TC

18" RCP

INV OUT: 803.5'

INV OUT: 801.3'

18" RCP

12" RCP

INV OUT: 787.4'

18" RCP

18" R

CP

12" CMP

18" HDPE

18" HDPE

18" HDPE

U.G. FIELD DRAIN SHOWN APPROXIMATE

18" RCP

18" R C

P

4 5

6 7

13 14

60" CMP

A

C

D

F

INV OUT: 805.1'

12" HDPE

12" HDPE

12" HDPE

42" C

MP

INV OUT: 761.6'

INV IN: 763.8'

INV OUT: 775.4'

INV IN: 776.2'

E

S

INV OUT: 778.5'

" R

C P

CO

" H

DPE

INV IN: 781.3'

INV OUT: 780.9'

B

12" HDPE

INV OUT: 820.8'

INV IN: 821.0'

8" CI

G

8" RCP

12" R

CP

X

T

S 39 °2

5'0 8"

W

S 81°49'42" W

387.97'

N 17°58'39" W

239.24'

S 81°52'46" W

699.46'

N 59°16'21" E

338.99'

N 84°07'51" E 146.68'

N 55°12'31" E

304.32'

N 36°41'09" W

657.33'

S 54°46'46" W

274.81'

S 74°21'53" W 100.85'

339.37' 339.65'

N 74°27'03" E 98.00'

N 55°39'51" E

113.84'

N 54°06'21" E

122.97'

N 08°29'34" W

76.02'

N 72°48'27" W

195.98'

N

5°

'2 2"

E

.4 8' S 83°25'08" E

542.31' N

°5 2'

" E

0.

PID #24808020

DEBORAH A. HALL &

SAMUEL E. HALL

INST. #W210000351

INST. #080005984

PID #24808019

DEBORAH A. HALL &

SAMUEL E. HALL

INST. #W210000351

PID #24808018

DEBORAH A. HALL &

SAMUEL E. HALL

INST. #W210000351

PID #24808026

C & P TELEPHONE

(ANNEXED FROM

CAMP. COUNTY)

PID #24808035

VERIZON VIRGINIA, INC.

INST. #020007162

PID #24808028

DAVID HONG LE &

PHUONG T. HUYNH

INST. #190007737

DB 922, PG 43 (PLAT)

PID #24808030

STEVEN LEE TUCKER &

VALERIE A. TUCKER

INST. #230000688

PID #24808031

JOHN R. CRAWLEY, III &

DEIDRA C. CRAWLEY

INST. #07000819

DB 707, PG 410 (PLAT)

PID #24808032

APPEL PROPERTIES,

LLC

INST. #170002564

DB 540, PG 486 (PLAT)

PID #24808033

BETTY LOU

JOHNSON PERHAM

INST. #140000003

DB 648, PG 191

10' DRAINAGE

EASEMENT

(DB 513, PG 563)

PID

#2

JA

MES

E

COLE

MAN, J

R. &

PATR

IC

IA

D

. W

DB 11

, P G 61

LEESVILLE RD. - S.R.

(60' R/W

PID #24808026

C & P TELEPHONE

(ANNEXED FROM

CAMP. COUNTY)

PID #24808017

DEBORAH A. HALL &

SAMUEL E. HALL

INST. #W210000351

PID #24808037

DEBORAH A. HALL &

SAMUEL E. HALL

INST. #W210000351

PID #24808022

DEBORAH A. HALL &

SAMUEL E. HALL

INST. #W210000351

PID #24808013

PERIODONTAL LAND

PARTNERS

INST. #070012246

DD

CO

Date:

Revisions:

Review By:

Project No.

Drawn By:

Sheet No.

STUDIO

HILL

Landscape Architecture Architecture

Community Planning Historic Preservation

120 W. Campbell Ave. SW Roanoke, VA 24011 tel: 540-342-5263 fax: 540-345-5625 www.hillstudio.com

Title:

Seal

10 9 8 7 6 5 4 3 2 1

G

F

E

D

C

B

Lynchburg Heritage Park

LYNCHBURG,

VIRGINIA

A 5 4 3 2 110 9 8 7 6

CBA, EWS, KEP

GW

2248.01

06/09/2026

Lic. No. 861

GREGORY W.

WEBSTER

L A

D

S CAPE ARCH

I T

E C

T

C

OM

M

ON

W

EALTH OF VIRG

IN

IA

N

06/09/2026

PER CITY TRC COMMENTS

SCALE IN FEET

1"= '-0"

60 30 60 120 180

EXISTING CONDITIONS

AND

DEMOLITION PLAN

V-101

To be constructed and installed by the City of Lynchburg

To be constructed and installed by the Contractor as Phase 1

By Others

S

W

X

W W

W W

W W

W W

W W

W

W

W W

W W

W

W

W

W

W

W

W

IRR

U

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

12" CMP

13 14

F

12" HDPE

INV OUT: 778.5'

" R

C P

CO

X

X

X

X

X

X

J

H

A

C

L

L

M

C

H

Y D

E

W

W V

U G

E

U G

E

UGE

UGE

UGE

UGE

UGE

U G

E U

G E

UG

E

UGE

UGE

UGE

UGE

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E

U

W W

W

W W

W W

W W

18" RCP

INV OUT: 803.5'

INV OUT: 801.3'

18" RCP

12" RCP

18" RCP

18" HDPE

18" HDPE

4 5 6 7

E

B

B

L

D

C

F

B

H

B

G

A

B

A

B

H

A

A

C

C

EXISTING SIGNS

TO BE REMOVED

I

EXISTING TRAIL TO BE REMOVED

EXISTING STEPS TO BE REMOVED,

REPLACE WITH NEW STEPS. SEE

SHEET L-204

GATE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

X

X

X

X

X

X

X

X

X

X

338.99'

N 84°07'51" E

B

N

820 81

H

Y D

E

W

W V

S

S

S

S

S

BENCHMARK:

RR SPIKE SET IN

BASE OF P. POLE

ELEV: 868.62'

UGE

U

IRR W

IRR

UU

U

(1)

(2)

(1)

(2)

8" T

C

8" T

C

8" CI

8" PVC

8" TC

8" TC

18" RCP

INV OUT: 803.5'

INV OUT: 801.3'

18" RCP

12" RCP

INV OUT: 787.4'

18" RCP

18" R

CP

12" CMP

18" HDPE

18" HDPE

18" HDPE

U.G. FIELD DRAIN SHOWN APPROXIMATE

18" RCP

18" R C

P

4 5

6 7

13 14

60" CMP

A

C

D

F

INV OUT: 805.1'

12" HDPE

12" HDPE

12" HDPE

42" C

MP

INV OUT: 761.6'

INV IN: 763.8'

INV OUT: 775.4'

INV IN: 776.2'

E

S

INV OUT: 778.5'

" R

C P

CO

" H

DPE

INV IN: 781.3'

INV OUT: 780.9'

B

12" HDPE

INV OUT: 820.8'

INV IN: 821.0'

8" CI

G

8" RCP

12" R

CP

X

T

S 39 °2

5'0 8"

W

S 81°49'42" W

387.97'

N 17°58'39" W

239.24'

S 81°52'46" W

699.46'

N 59°16'21" E

338.99'

N 84°07'51" E 146.68'

N 55°12'31" E

304.32'

N 36°41'09" W

657.33'

S 54°46'46" W

274.81'

S 74°21'53" W 100.85'

339.37' 339.65'

N 74°27'03" E 98.00'

N 55°39'51" E

113.84'

N 54°06'21" E

122.97'

N 08°29'34" W

76.02'

N 72°48'27" W

195.98'

N

5°

'2 2"

E

.4 8' S 83°25'08" E

542.31' N

°5 2'

" E

0.

PID #24808020

DEBORAH A. HALL &

SAMUEL E. HALL

INST. #W210000351

INST. #080005984

PID #24808019

DEBORAH A. HALL &

SAMUEL E. HALL

INST. #W210000351

PID #24808018

DEBORAH A. HALL &

SAMUEL E. HALL

INST. #W210000351

PID #24808026

C & P TELEPHONE

(ANNEXED FROM

CAMP. COUNTY)

PID #24808035

VERIZON VIRGINIA, INC.

INST. #020007162

PID #24808028

DAVID HONG LE &

PHUONG T. HUYNH

INST. #190007737

DB 922, PG 43 (PLAT)

PID #24808030

STEVEN LEE TUCKER &

VALERIE A. TUCKER

INST. #230000688

PID #24808031

JOHN R. CRAWLEY, III &

DEIDRA C. CRAWLEY

INST. #07000819

DB 707, PG 410 (PLAT)

PID #24808032

APPEL PROPERTIES,

LLC

INST. #170002564

DB 540, PG 486 (PLAT)

PID #24808033

BETTY LOU

JOHNSON PERHAM

INST. #140000003

DB 648, PG 191

10' DRAINAGE

EASEMENT

(DB 513, PG 563)

PID

#2

JA

MES

E

COLE

MAN, J

R. &

PATR

IC

IA

D

. W

DB 11

, P G 61

LEESVILLE RD. - S.R.

(60' R/W

PID #24808026

C & P TELEPHONE

(ANNEXED FROM

CAMP. COUNTY)

PID #24808017

DEBORAH A. HALL &

SAMUEL E. HALL

INST. #W210000351

PID #24808037

DEBORAH A. HALL &

SAMUEL E. HALL

INST. #W210000351

PID #24808022

DEBORAH A. HALL &

SAMUEL E. HALL

INST. #W210000351

PID #24808013

PERIODONTAL LAND

PARTNERS

INST. #070012246

DD

CO

T B

B

Date:

Revisions:

Review By:

Project No.

Drawn By:

Sheet No.

STUDIO

HILL

Landscape Architecture Architecture

Community Planning Historic Preservation

120 W. Campbell Ave. SW Roanoke, VA 24011 tel: 540-342-5263 fax: 540-345-5625 www.hillstudio.com

Title:

Seal

10 9 8 7 6 5 4 3 2 1

G

F

E

D

C

B

Lynchburg Heritage Park

LYNCHBURG,

VIRGINIA

A 5 4 3 2 110 9 8 7 6

CBA, EWS, KEP

GW

2248.01

06/09/2026

Lic. No. 861

GREGORY W.

WEBSTER

L A

D

S CAPE ARCH

I T

E C

T

C

OM

M

ON

W

EALTH OF VIRG

IN

IA

N

06/09/2026

PER CITY TRC COMMENTS

SCALE IN FEET

1"= '-0"

20 10 20 40 60

ENLARGED

DEMOLITION AREAS

V-102

V-102V-101

E5 ENLARGED DEMOLITION AREA

Scale: 1" = 20'

V-102V-101

A5 ENLARGED DEMOLITION AREA

Scale: 1" = 20'V-102V-101

A10 ENLARGED DEMOLITION AREA

Scale: 1" = 20'

DEMOLITION NOTES

A. EXISTING LIGHT POLE TO BE REMOVED AND TURNED OVER TO OWNER.

BASE TO REMAIN IN PLACE.

B. EXISTING WALK, ASPHALT, AND/OR CURB & GUTTER TO BE REMOVED

C. EXISTING FENCE TO BE REMOVED

D. ADJUST PER CIVIL SHEETS

E. EXISTING POLES TO BE REMOVED

F. HYDRANT AND METER TO REMAIN

G. EXISTING STRUCTURE TO BE REMOVED

H. CURB INLET TO REMAIN

I. EXISTING TREE TO BE REMOVED

J. EXISTING STAIR TO REMAIN

K. EXISTING INLETS AND PIPING TO BE FLUSHED OF DEBRIS AND REMAIN

IN PLACE

L. UTILITY TO REMAIN

M. ERADICATE EXISTING STRIPING

N. REMOVE GATE AND POSTS

V-102V-101

C5 ENLARGED DEMOLITION AREA

Scale: 1" = 20'

To be constructed and installed by the City of Lynchburg

To be constructed and installed by the

H Y D

W

W V

O H

E

U G

E

O H

E O

H E

O H

E O

H E

O H

E

O H

E

O H

E

O H

E

O H

E

U

W

W W

W

18" RCP

INV OUT: 803.5'

INV OUT: 801.3'

18" RCP

12" RCP

18" HDPE

4 5 6

SOURCE

NOT FOUND

3-A/C

1-STORY

BLOCK BLDG.

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

PID #24808035

VERIZON VIRGINIA, INC.

INST. #020007162

MATCHLINE

D D 1A

CO

UNDERGROUND DETENTION

BIORETENTION

820.00 P

822.60 SW

822.40 TC

821.90 P

821.65 SW=P

821.00 P

821.80 TC

821.30 P

822.00

822.00

822.80

823.50

821.80 TC

821.30 P

822.13

820.70 TC

820.20 P

822.15

823.13TC

822.63

822.30 TC

821.80 P

821.85 SW=P

820.10 TC

819.60 P

821.30

821.30

824.0

824.0

821.70

821.50

824.00824.50 824.30

824.18

823.88

824.00

822.00 SW

821.80 SW=P

821.40 SW=P

821.70

821.50

822.80

822.40

826.00

829.50

830.00TW

821.40 821.80

821.00

821.50

823.00

823.50

827.50

827.00

826.30

826.60

824.50

825.00

825.0

823.00

821.30

821.80

822.80 SW

822.50 822.65

INV=810.80

ADJUST TOP TO MATCH

FINISH GRADE AND REPLACE

INLET TOP WITH SOLID COVER

RIVER COBBLES

8'Lx5'Wx1'D

822.40

CONNECT BUILDING

DOWNSPOUTS TO

PROPOSED STORM SYSTEM

WITH 4" SCH. 40 PVC

821.40

821.00 821.50

1B

VDOT CL II RIPRAP

5'W X 25'L

MIN. 3' THICK

±14 CY

M A

TC

H

LI

N

E

TRENCH DRAIN

TOP=822.35

6" N-12 HDPE

INV=815.50

INV=798.00

CONTRACTOR TO VERIFY LINE SIZE AND

PROVIDE CORRESPONDING RPZ IN

HEATED ENCLOSURE ON CONC. PAD.

RPZ: WILKINS 975XL3 (0.25% LEAD FREE)

W

ADJUST TOP OF EXISTING METER

TO MATCH FINISH GRADE

824.10 826.00

826.0

4" DRAINAGE PIPE

(SEE LANDSCAPE PLANS)

4" DRAINAGE PIPE

(SEE LANDSCAPE PLANS)

NOTES

1. YARD INLETS TO BE NYLOPLAST 24"

DRAIN BASINS WITH HEEL-SAFE GRATES.

2. TRENCH DRAIN TO BE ACO FG200 FLOW

DRAIN WITH HEEL-SAFE GRATE AND F660

CATCH BASIN OUTLET (OR APPROVED

EQUAL).

STORM STRUCTURE SCHEDULE

48" MANHOLE

TOP=809.00

INV IN=803.95 (FROM 1B)

INV IN =801.66 (FROM CHAMBERS)

INV OUT=800.00

48" MANHOLE

TOP=809.50

INV IN=804.83 (FROM EX7)

INV OUT=801.66 (TO CHAMBERS)

INV OUT=803.95 (TO 1A)

INV OUT=803.95

YARD INLET

TOP=821.00

INV IN=815.60 (FROM 3)

INV OUT=815.60

YARD INLET

TOP=821.30

INV IN=815.80 (FROM 4)

INV IN=818.00 (FROM 14)

INV OUT=815.80

YARD INLET

TOP=821.30

INV IN=816.35 (FROM 5)

INV IN=817.00 (FROM 12)

INV OUT=816.35

YARD INLET

TOP=821.30

INV IN=816.50 (FROM 6)

INV OUT=816.50

24" BASIN W/ DOMED GRATE

TOP=821.00

INV OUT=817.00

PIPE OUTLET

INV IN=820.00

YARD INLET

TOP=823.00

INV IN=820.40 (FROM 9)

INV OUT=820.40

YARD INLET

TOP=824.00

INV IN=821.00 (FROM 10)

INV IN=821.00 (FROM 13)

INV OUT=821.00

YARD INLET

TOP=825.00

INV OUT=822.50

YARD INLET

TOP=826.00

INV OUT=823.50

YARD INLET

TOP=821.00

INV OUT=818.00

YARD INLET

TOP=824.00

INV OUT=821.50

TRENCH DRAIN AND CATCH BASIN

TOP=822.35

INV OUT=820.50

VDOT STD. DI-3B; L=6'

TOP=820.10

INV OUT=815.70

VDOT STD. DI-3B; L=8'

TOP=821.80

INV=812.0± (MATCH EX.)

1A

1B

PROPOSED PIPE SCHEDULE

1A - 1B

2 - 3

3 - 4

3 - 14

4 - 5

4 - 12

5 - 6

7 - 8

8 - 9

9 - 10

9 - 13

10 - 11

EX2 - 15

EX5 - 2

EX8 - 1A

10 LF OF 18" N-12 HDPE @ 0.00%

24 LF OF 15" N-12 HDPE @ 0.85%

66 LF OF 15" N-12 HDPE @ 0.83%

56 LF OF 8" SCH. 40 PVC @ 4.45%

17 LF OF 15" N-12 HDPE @ 0.91%

54 LF OF 12" N-12 HDPE @ 1.85%

55 LF OF 15" N-12 HDPE @ 0.92%

38 LF OF 15" N-12 HDPE @ 1.06%

65 LF OF 15" N-12 HDPE @ 0.92%

104 LF OF 15" N-12 HDPE @ 1.44%

56 LF OF 12" N-12 HDPE @ 0.89%

49 LF OF 12" N-12 HDPE @ 2.03%

61 LF OF 15" N-12 HDPE @ 7.98%

14 LF OF 15" N-12 HDPE @ 0.70%

70 LF OF 18" N-12 HDPE @ 2.84%

1" = 20'

20 10 20 40

GRAPHIC SCALE IN FEET

N O

R

TH

Date:

Revisions:

Review By:

Project No.

Drawn By:

Sheet No.

STUDIO

HILL

Landscape Architecture Architecture

Community Planning Historic Preservation

120 W. Campbell Ave. SW Roanoke, VA 24011 tel: 540-342-5263 fax: 540-345-5625 www.hillstudio.com

Title:

Seal

10 9 8 7 6 5 4 3 2 1

G

F

E

D

C

B

Lynchburg Heritage Park

LYNCHBURG,

VIRGINIA

A 5 4 3 2 110 9 8 7 6

ASK

ASK

20241346

3/13/2026

ANDREW S. KLEPAC

Lic. No. 048440

3/13/2026

ENGINEERING • SURVEYING • LAND DEVELOPMENT • ENVIRONMENTAL

GEOTECHNICAL • CONSTRUCTION TESTING & INSPECTION • CULTURAL RESOURCES

2524 LANGHORNE ROAD

LYNCHBURG VA 24501

HANDP.COM WEBSITE

434.847.7796 MAIN

434.847.0047 FAX

INSPIRED / RESPONSIVE / TRUSTED

PER CITY TRC COMMENTS

C-101

GRADING PLAN

CONTOUR825

PROPOSED LEGEND

STORM SEWER

STORM SEWER INLET

1 STORM STRUCTURE LABEL

CLEANOUTCO

To be constructed and installed by the City of Lynchburg

To be constructed and installed by the

U

W W

W W

W W

W

W

W W

W

IRR

U

U

INV OUT: 787.4'

18" RCP

12" CMP

12" HDPE

CO

MATCHLINE

D D

1A

UNDERGROUND DETENTION

822.50 822.65

823.20823.35

822.58

806.15

803.85

803.60

805.50

1B

VDOT CL II RIPRAP

5'W X 22'L

MIN. 3' THICK

±12 CY MIN.

M A

TC

H

LI

N

E

6" N-12 HDPE

INV=798.00

CONTRACTOR TO VERIFY LINE SIZE AND

PROVIDE CORRESPONDING RPZ IN

HEATED ENCLOSURE ON CONC. PAD.

RPZ: WILKINS 975XL3 (0.25% LEAD FREE)

1" = 20'

20 10 20 40

GRAPHIC SCALE IN FEET

N O

R

TH

Date:

Revisions:

Review By:

Project No.

Drawn By:

Sheet No.

STUDIO

HILL

Landscape Architecture Architecture

Community Planning Historic Preservation

120 W. Campbell Ave. SW Roanoke, VA 24011 tel: 540-342-5263 fax: 540-345-5625 www.hillstudio.com

Title:

Seal

10 9 8 7 6 5 4 3 2 1

G

F

E

D

C

B

Lynchburg Heritage Park

LYNCHBURG,

VIRGINIA

A 5 4 3 2 110 9 8 7 6

ASK

ASK

20241346

3/13/2026

ANDREW S. KLEPAC

Lic. No. 048440

3/13/2026

ENGINEERING • SURVEYING • LAND DEVELOPMENT • ENVIRONMENTAL

GEOTECHNICAL • CONSTRUCTION TESTING & INSPECTION • CULTURAL RESOURCES

2524 LANGHORNE ROAD

LYNCHBURG VA 24501

HANDP.COM WEBSITE

434.847.7796 MAIN

434.847.0047 FAX

INSPIRED / RESPONSIVE / TRUSTED

PER CITY TRC COMMENTS

C-102

GRADING PLAN

CONTOUR825

PROPOSED LEGEND

STORM SEWER

STORM SEWER INLET

1 STORM STRUCTURE LABEL

CLEANOUTCO

To be constructed and installed by the City of Lynchburg

To be constructed and installed by the

835 80

5 820 81

X

X

H Y D

E

W

W V

S

S

O H

E

O H

E

OH E

OH E

OH E

OH E

OH E

UG E

UG E UG E

UG E

UG E UG E

UG E

UG

E

U G

E

UG E

UG E

U G

E

OH E

O H

E

O H

E

O H

E

X X

X

X X

X

X

X

X

O H

E

G

ATE

GATE

G

ATE

OLD GOALPOST

U

GOALPOST

IRR

W

W W W

W W

W W

W

W

W

IRR

UU

U

SS

SS

SS

SS

SS

SS

SS

(1)

8" PVC

8" TC

18" RCP

INV OUT: 803.5'

INV OUT: 801.3'

18" RCP

12" RCP

18" RCP

12" CMP

18" HDPE 18" HDPE

18" HDPE

U.G. FIELD DRAIN SHOWN APPROXIMATE

18" RCP

18" R C

P

DISC GOLF

TEE BOX

4 5 6

13 14

D

F

INV OUT: 805.1' 12" HDPE

12" HDPE

12" HDPE

E

SOURCE

NOT FOUND

3-A/C

1-STORY

BLOCK BLDG.

" R

C P

CO

12" HDPE

INV OUT: 820.8'

INV IN: 821.0'

GOALPOST

GOALPOST

G R

AVEL PATH

OLD GOALPOST

G

AT

E X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

PID #24808026

C & P TELEPHONE

(ANNEXED FROM CAMP. COUNTY)

PID #24808035

VERIZON VIRGINIA, INC.

INST. #020007162

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U.G. FIELD DRAIN SHOWN APPROXIMATE

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PID #24808026

C & P TELEPHONE

(ANNEXED FROM CAMP. COUNTY)

PID #24808035

VERIZON VIRGINIA, INC.

INST. #020007162

ZONE 'AE'

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1" = 50'

50 25 50 100

GRAPHIC SCALE IN FEET

N O

R

TH

Date:

Revisions:

Review By:

Project No.

Drawn By:

Sheet No.

STUDIO

HILL

Landscape Architecture Architecture

Community Planning Historic Preservation

120 W. Campbell Ave. SW Roanoke, VA 24011 tel: 540-342-5263 fax: 540-345-5625 www.hillstudio.com

Title:

Seal

10 9 8 7 6 5 4 3 2 1

G

F

E

D

C

B

Lynchburg Heritage Park

LYNCHBURG,

VIRGINIA

A 5 4 3 2 110 9 8 7 6

ASK

ASK

20241346

3/13/2026

ANDREW S. KLEPAC

Lic. No. 048440

3/13/2026

ENGINEERING • SURVEYING • LAND DEVELOPMENT • ENVIRONMENTAL

GEOTECHNICAL • CONSTRUCTION TESTING & INSPECTION • CULTURAL RESOURCES

2524 LANGHORNE ROAD

LYNCHBURG VA 24501

HANDP.COM WEBSITE

434.847.7796 MAIN

434.847.0047 FAX

INSPIRED / RESPONSIVE / TRUSTED

PER CITY TRC COMMENTS

C-103

EROSION &

SEDIMENT

CONTROL PLAN

PHASE 1 EROSION & SEDIMENT CONTROL PLAN PHASE 2 EROSION & SEDIMENT CONTROL PLAN

VIRGINIA CONSTRUCTION BEST

MANAGEMENT PRACTICES (BMPs)

SF SILT FENCE

C-PCM-04

CE CONSTRUCTION ENTRANCE

C-SCM-03

PS PERMANENT SEEDING

C-SSM-10

MU MULCHING

C-SSM-11

IP INLET PROTECTION

C-SCM-04

To be constructed and installed by the City of Lynchburg

To be constructed and installed by the

Review By:

Project No.

Drawn By:

Sheet No.

STUDIO

HILL

Landscape Architecture Architecture

Community Planning Historic Preservation

120 W. Campbell Ave. SW Roanoke, VA 24011 tel: 540-342-5263 fax: 540-345-5625 www.hillstudio.com

Title:

Seal

10 9 8 7 6 5 4 3 2 1

G

F

E

D

C

B

Lynchburg Heritage Park

LYNCHBURG,

VIRGINIA

A 5 4 3 2 110 9 8 7 6

ASK

ASK

20241346

3/13/2026

ANDREW S. KLEPAC

Lic. No. 048440

3/13/2026

ENGINEERING • SURVEYING • LAND DEVELOPMENT • ENVIRONMENTAL

GEOTECHNICAL • CONSTRUCTION TESTING & INSPECTION • CULTURAL RESOURCES

2524 LANGHORNE ROAD

LYNCHBURG VA 24501

HANDP.COM WEBSITE

434.847.7796 MAIN

434.847.0047 FAX

INSPIRED / RESPONSIVE / TRUSTED

PER CITY TRC COMMENTS

C-201

EROSION &

SEDIMENT

CONTROL

DETAILS

EROSION AND SEDIMENT CONTROL DEVICES:

PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA STORMWATER MANAGEMENT

HANDBOOK.

EROSION AND SEDIMENT CONTROL MAINTENANCE:

THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED WEEKLY AND WITHIN 24 HOURS OF ANY RUNOFF-PRODUCING RAINFALL TO INSURE THAT ALL DEVICES ARE IN PLACE AND FUNCTIONING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES AS DEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED OR REPLACED.

AFTER COMPLETION OF THE PROJECT, AND PERMANENT SEEDING HAS BEEN ESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION

SHALL BE REPAIRED, RESEEDED AND REMULCHED.

EROSION AND SEDIMENT CONTROL NARRATIVE

PROJECT DESCRIPTION

THIS PROJECT CONSISTS OF IMPROVEMENTS AT HERITAGE PARK IN LYNCHBURG, VIRGINIA. A TOTAL OF 2.60 ACRES WILL BE

DISTURBED AS A RESULT OF CONSTRUCTION.

EXISTING SITE CONDITIONS

THE SITE IS PREDOMINANTLY A GRASSED AREA, WITH SIDEWALKS AND DRIVES. RUNOFF DRAINS FROM WEST TO EAST.

ADJACENT PROPERTY

THE PROJECT IS WITHIN HERITAGE PARK, AND IS ADJACENT TO WOODED AREAS TO THE SOUTH AND EAST, A VERIZON

BUILDING TO THE WEST, AND THE HERITAGE HIGH SCHOOL CAMPUS TO THE NORTH.

CRITICAL AREAS

NO CRITICAL AREAS HAVE BEEN IDENTIFIED FOR THIS DEVELOPMENT.

OFFSITE AREAS

CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT A SITE PLAN IS SUBMITTED FOR APPROVAL, FOR ANY BORROW AREAS OFF SITE, OR AN AMENDED PLAN IS FILED FOR ANY WASTE AREAS ON SITE BEYOND THOSE NOTED ON THE PLANS.

SOILS

THE MOST RECENT SOIL SURVEY MAP FOR THE PROJECT SITE INDICATES THAT THE SITE CONSISTS OF CECIL FINE SANDY

LOAM (K=0.20, HYD. GROUP B); AND WILKES LOAM (K=0.37, HYD. GROUP C)

STORMWATER

QUALITY

THE PROJECT'S REMOVAL REQUIREMENT WILL BE PROVIDED BY A PROPOSED LEVEL 1 BIORETENTION BASIN, A

MANUFACTURED TREATMENT DEVICE, AND DESIGNATING CONSERVED OPEN SPACE.

QUANTITY

DRAINAGE AREA #1: THIS DRAINAGE AREA DISCHARGES TO AN EXISTING (MANMADE) STORM SEWER SYSTEM IN THE EXISTING PARKING LOT. THE DRAINAGE AREA TO THIS SYSTEM WILL BE REDUCED TO ALLOW FOR COMPLIANCE WITH THE ENERGY BALANCE CRITERIA FOR CHANNEL PROTECTION, AND THE 10-YEAR FLOW WILL BE REDUCED BELOW PRE-DEVELOPMENT VALUES. THIS PIPE SYSTEM IS ADEQUATE FOR CONVEYING THE POST-DEVELOPED FLOW FROM THE

PROJECT. THIS PIPE DISCHARGES INTO A 100-YEAR FLOODPLAIN.

DRAINAGE AREA #2: THIS DRAINAGE AREA DISCHARGES TO AN EXISTING (MANMADE) STORM SEWER SYSTEM IN THE EXISTING PARKING LOT. STORMWATER QUANTITY CONTROL FOR THIS DRAINAGE AREA WILL BE PROVIDED BY A BIORETENTION BASIN AND AN UNDERGROUND DETENTION SYSTEM. THESE MEASURES WILL ALLOW FOR COMPLIANCE WITH THE ENERGY BALANCE CRITERIA FOR CHANNEL PROTECTION. THIS PIPE SYSTEM IS ADEQUATE FOR CONVEYING THE POST-DEVELOPED FLOW FROM THE PROJECT. THE RECEIVING CHANNEL BELOW THE PIPE WAS ANALYZED TO THE 100-YEAR

FLOODPLAIN, AND WAS FOUND TO BE ADEQUATE.

DRAINAGE AREA #3: THIS DRAINAGE AREA DISCHARGES TO AN EXISTING (MANMADE) STORM SEWER SYSTEM IN THE EXISTING PARKING LOT. THE DRAINAGE AREA TO THIS SYSTEM WILL BE REDUCED TO ALLOW FOR COMPLIANCE WITH THE ENERGY BALANCE CRITERIA FOR CHANNEL PROTECTION, AND THE 10-YEAR FLOW WILL BE REDUCED BELOW PRE-DEVELOPMENT VALUES. THIS PIPE SYSTEM IS ADEQUATE FOR CONVEYING THE POST-DEVELOPED FLOW FROM THE PROJECT. THE RECEIVING CHANNEL BELOW THE PIPE WAS ANALYZED TO THE 100-YEAR FLOODPLAIN, AND WAS FOUND TO

BE ADEQUATE.

DRAINAGE AREA #4: THIS DRAINAGE AREA DISCHARGES AS SHEET FLOW. THE RECEIVING AREA BELOW THE SIDEWALK WAS ANALYZED TO SHOW THAT THE FLOW DEPTH IS NO MORE THAN 0.10' FOR STORMS UP TO AND INCLUDING THE 10-YEAR EVENT. THE SHEET FLOW VELOCITIES ARE NON-EROSIVE. THUS, THE SHEET FLOW WILL NOT CAUSE OR CONTRIBUTE TO

EROSION, SEDIMENTATION, OR FLOODING OF DOWN GRADIENT PROPERTIES OR RESOURCES.

THE 12-DIGIT HUC FOR THIS PROJECT IS 020802030304 (JM10).

THE VIRGINIA RUNOFF REDUCTION METHOD RE-DEVELOPMENT SPREADSHEET WAS USED FOR QUALITY CALCULATIONS, AND THE NRCS (TR-55 AND TR-20) METHOD WAS USED FOR QUANTITY CALCULATIONS.

EROSION AND SEDIMENT CONTROL

CONSTRUCTION ENTRANCE (CE) - WHERE THE ENTRANCE IS PROPOSED IN PAVED AREAS CONTRACTOR SHALL REMOVE ALL MUD, DIRT, AND DEBRIS PRIOR TO ENTERING THE PUBLIC RIGHT OF WAY. CONTRACTOR SHALL INSTALL ADDITIONAL STONE STABILIZATION AS NECESSARY TO PREVENT TRACKING ONTO THE EXISTING ROADWAY WITHIN THE LIMITS OF

CONSTRUCTION.

SILT FENCE (SF) - A TEMPORARY SEDIMENT BARRIER CONSTRUCTED OF POSTS PLACED ACROSS OR AT THE TOE OF A SLOPE OR IN A MINOR DRAINAGE WAY TO INTERCEPT AND DETAIN SEDIMENT AND DECREASE FLOW VELOCITIES FROM

DRAINAGE AREAS OF LIMITED SIZE.

INLET PROTECTION (IP) - STORM DRAIN INLET PROTECTION SHALL BE PLACED AT THE INLET OF ALL CURB AND DROP INLETS

TO FILTER SEDIMENT-LADEN RUNOFF.

PERMANENT SEEDING (PS) - ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER BY PLANTING SEED ON ROUGH-GRADED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A YEAR OR MORE OR WHERE PERMANENT, LONG-LIVED

VEGETATIVE COVER IS NEEDED ON FINE-GRADED AREAS.

MULCHING (MU) - APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO DISTURBED SURFACES TO PREVENT EROSION AND REDUCE OVERLAND FLOW VELOCITIES. FOSTERS PLANT GROWTH BY INCREASING AVAILABLE

MOISTURE AND PROVIDING INSULATION AGAINST EXTREME HEAT OR COLD.

VEGETATIVE MEASURES

TEMPORARY SEEDING/PERMANENT STABILIZATION: SEEDING MEASURES SHALL BE TAKEN ON DISTURBED SOIL AT CUT/FILL SLOPES, SIDES OF SEDIMENT BASINS, DITCH LINES, OR AREAS OUTSIDE OF ON-GOING CONSTRUCTION PRACTICES WITHIN SEVEN (7) DAYS OF COMPLETED GRADING. ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK.

MANAGEMENT STRATEGIES

- EROSION AND SEDIMENT CONTROL SHOULD BE DISCUSSED BETWEEN THE GRADING CONTRACTOR AND THE OWNER

PRIOR TO ANY EXCAVATION SO THAT LIMITS OF CONSTRUCTION AND EROSION CONTROL METHODS ARE CLEARLY

UNDERSTOOD BY BOTH PARTIES.

- CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE.

- THERE IS TO BE NO TRACKING OF MUD OR DIRT BY CONSTRUCTION EQUIPMENT ONTO ANY PAVED DRIVES OR ROADS.

- SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL BE SEEDED AND MULCHED

IMMEDIATELY FOLLOWING INSTALLATION.

- SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING.

- AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC.

- AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL BE CLEANED UP AND REMOVED.

PERMANENT STABILIZATION

ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING.

SUGGESTED CONSTRUCTION SEQUENCE

1. INSTALL CONSTRUCTION ENTRANCE(S).

2. INSTALL PERIMETER CONTROLS AND ALL APPURTENANCES AS SHOWN ON PLANS.

3. CLEAR AND GRUB SITE; STRIP AND STOCKPILE TOPSOIL.

4. BEGIN SITE BULK GRADING.

5. INSTALL STORM SEWER; INSTALL INLET PROTECTION AS EACH STORMWATER STRUCTURE IS PLACED.

6. CONSTRUCT SITE AND LANDSCAPE IMPROVEMENTS.

7. COMPLETE FINAL SITE GRADING.

8. INSTALL PERMANENT SEEDING AND MULCH ON ALL DISTURBED AREAS.

9. BIORETENTION SHALL BE INSTALLED UPON STABILIZATION OF ALL UPSTREAM DRAINAGE AREAS.

10. CONTRACTOR TO RESTORE ALL AREAS BACK TO EITHER PROPOSED GRADES OR EXISTING CONDITIONS AFTER

COMPLETION OF THE PROJECT. ALL DISTURBED AREAS, HAUL ROADS, CONSTRUCTION ROADS, LAY DOWN AREAS, ETC.

SHALL BE RESTORED.

GENERAL EROSION AND SEDIMENT CONTROL NOTES

ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK AND VIRGINIA REGULATIONS EROSION AND STORMWATER MANAGEMENT REGULATIONS.

ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.

ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.

ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.

ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT

LIMITED TO, OFF SITE BORROW AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE

OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.

ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO

PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.

ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING

ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.

ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.

ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING

RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES

SHALL BE MADE IMMEDIATELY.

To be constructed and installed by the City of Lynchburg

To be constructed and installed by the

OUTFALL REPAIR PROFILE

CHANNEL BELOW EXISTING STRUCTURE #8

N.T.S.

MIN. 3' THICK CL II RIPRAP

PER VDOT STD. EC-1

GEOTEXTILE FABRIC

EXISTING PIPE AND HEADWALL

FILTER FABRIC AND CL II RIPRAP TO

EXTEND TO EXISTING GRADE, UNLESS

ROOTS ARE ENCOUNTERED. IF ROOTS

ARE PRESENT, FILL MATERIAL TO BE AS

DIRECTED BY THE OWNER.

EXISTING GRADE

Date:

Revisions:

Review By:

Project No.

Drawn By:

Sheet No.

STUDIO

HILL

Landscape Architecture Architecture

Community Planning Historic Preservation

120 W. Campbell Ave. SW Roanoke, VA 24011 tel: 540-342-5263 fax: 540-345-5625 www.hillstudio.com

Title:

Seal

10 9 8 7 6 5 4 3 2 1

G

F

E

D

C

B

Lynchburg Heritage Park

LYNCHBURG,

VIRGINIA

A 5 4 3 2 110 9 8 7 6

ASK

ASK

20241346

3/13/2026

ANDREW S. KLEPAC

Lic. No. 048440

3/13/2026

ENGINEERING • SURVEYING • LAND DEVELOPMENT • ENVIRONMENTAL

GEOTECHNICAL • CONSTRUCTION TESTING & INSPECTION • CULTURAL RESOURCES

2524 LANGHORNE ROAD

LYNCHBURG VA 24501

HANDP.COM WEBSITE

434.847.7796 MAIN

434.847.0047 FAX

INSPIRED / RESPONSIVE / TRUSTED

PER CITY TRC COMMENTS

C-202

STORMWATER

DETAILS

24"

3"

9"

PER PLAN

3:13:1

BIORETENTION DETAIL (P-FIL-05)

N.T.S.

Vr=0.40

Vr=0.40

3" MULCH

Vr=0.25

FILTER MEDIA

85% SILICA-BASED SAND

10% SOIL FINES (SANDY LOAM OR LOAMY SAND)

5% LEAF COMPOST (FULLY COMPOSTED, NOT

PARTIALLY ROTTED LEAVES)

CONTRACTOR SHALL PROVIDE SOURCE OF

BIO-RETENTION MEDIA MIX.

PEA GRAVEL

CLEAN WASHED

#57 STONE

6" PERFORATED SCH. 40 PVC

UNDERDRAIN @ MIN. 0.5% SLOPE.

PERFORATIONS TO BE BY

MANUFACTURER; 3 8" Ø AT 6" O.C.

INSTALL 4' WIDE FILTER FABRIC STRIP OVER

UNDERDRAIN AND ON SIDES OF

BIORETENTION. FILTER FABRIC TO BE

NON-WOVEN W/MIN. FLOW RATE OF 150

GPM/SF (GEOTEX 351 OR APPROVED EQUAL)

KEY-IN FILTER

FABRIC (TYP)

MIN. ELEV=821.80

24" NYLOPLAST BASIN

WITH DOMED GRATE

TOP=821.00

INV OUT=817.00

ELEV=820.00

SLOPES TO BE SOD OR OTHER

LAND COVER AS SPECIFIED ON

THE LANDSCAPE DRAWINGS

STORMWATER BMP NOTES

1. UG DETENTION BASIS-OF-DESIGN PRODUCT: STORMTECH MC-7200 CHAMBERS OR APPROVED EQUAL.

THIS BMP IS LISTED AS "STORMTECH ISOLATOR ROW PLUS" ON THE DEQ BMP CLEARINGHOUSE.

2. UNDERGROUND STORAGE SYSTEM SHALL HAVE A MINIMUM H-20 LOAD RATING.

3. BIORETENTION TO BE INSTALLED UPON STABILIZATION OF ALL UPSTREAM DRAINAGE AREAS.

4. BIORETENTION INSTALLATION, MAINTENANCE, AND INSPECTION SHALL CONFORM TO VIRGINIA DEQ

STORMWATER DESIGN SPECIFICATION P-FIL-05.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPOSED BMP FACILITIES ONCE

ALL CONNECTIONS HAVE BEEN COMPLETED, AND SHALL CERTIFY THAT THE BMP HAS BEEN

MAINTAINED PER MANUFACTURER'S MAINTENANCE GUIDELINES (OR RELEVANT INDUSTRY

STANDARDS) PRIOR TO TRANSFER TO THE OWNER.

6. THE CONTRACTOR SHALL PROVIDE "AS-BUILT" DRAWINGS OF ALL STORMWATER MANAGEMENT

FACILITIES. CONTRACTOR SHALL CONTACT ENGINEER TO COORDINATE INSPECTION OF

UNDERGROUND STORMWATER MANAGEMENT COMPONENTS PRIOR TO BACKFILLING. THE "AS-BUILT"

DRAWINGS SHALL SHOW THE ACTUAL FINISHED GROUND CONTOURS, OUTLET STRUCTURE

DIMENSIONS AND ELEVATIONS, ETC. AS THEY EXIST AT THE COMPLETION OF THE PROJECT. BEFORE

THE E&SC AND SWM BOND CAN BE RELEASED, THE CITY OF LYNCHBURG WILL REQUIRE THAT:

A. LYNCHBURG'S ENVIRONMENTAL SITE INSPECTOR MUST BE CONSULTED PRIOR TO INSTALLING THE

UNDERGROUND DETENTION (UGD) FACILITY; AND

B. AS-BUILT SURVEYS MUST BE CONDUCTED AS THE UGD IS BEING INSTALLED; AND

C. THE UGD BE CAMERED/CCTV-ED, AND THAT PICTURES/VIDEOS BE SUBMITTED TO THE CITY FOR

REVIEW; AND

D. A LETTER FROM THE BMP MANUFACTURER OR PROJECT ENGINEER NEEDS TO BE

SUBMITTED, CERTIFYING THAT: THE BMP HAS BEEN INSTALLED CORRECTLY, THE BMP HAS BEEN

ACTIVATED / IS ONLINE, AND THAT THE BMP IS FUNCTIONING AS DESIGNED.

GRADING NOTES

1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE STANDARDS AND

SPECIFICATIONS OF THE MOST RECENT VERSION OF THE VIRGINIA STORMWATER MANAGEMENT

CONTROL HANDBOOK (VSMH).

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION CONTROL DEVICES SHALL BE CHECKED DAILY TO ENSURE THAT ALL ARE PROPERLY IN PLACE AND FUNCTIONING AS PLANNED. ALL EROSION CONTROL DEVICES WILL BE REPAIRED (CLEANED) AS NECESSARY, AND AFTER EACH RAINFALL PRODUCING

RUNOFF AS A MINIMUM.

3. ALL DISTURBED AREAS TO RECEIVE TEMPORARY SEEDING, PERMANENT SEEDING AND MULCH. ALL SLOPES STEEPER THAN 3:1 MUST RECEIVE BLANKET AND MATTING IN ADDITION TO SEEDING AND

MULCHING PRACTICES.

4. ALL FILL SHALL BE COMPACTED TO MINIMUM 95% STANDARD PROCTOR. FILL UNDER BUILDING SHALL BE COMPACTED TO 98% STANDARD PROCTOR. ALL FILL SHALL BE PLACED IN 8" LOOSE LIFTS.

5. CONTRACTOR IS TO FURNISH THE NAME OF THEIR VIRGINIA CERTIFIED RESPONSIBLE LAND

DISTURBER TO THE CITY OF LYNCHBURG PRIOR TO ANY LAND DISTURBANCE.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL ADDITIONAL E&S MEASURES OR

MAINTENANCE REQUESTS OR REROUTING, OR RELOCATING, E&S MEASURES AS DEEMED

NECESSARY BY THE CITY OF LYNCHBURG.

7. ALL FILL AREAS TO BE STRIPPED OF UNSUITABLE MATERIAL BEFORE PLACING AND COMPACTING FILL

MATERIAL.

8. CONTRACTOR SHALL BACKFILL TO THE EDGE OF PAVEMENT AND COMPACT. CONTRACTOR SHALL

SEED, FERTILIZE AND MULCH IMMEDIATELY UPON COMPLETION OF GRADING OPERATIONS.

9. CONTRACTOR SHALL CONTACT ENGINEER IF ADDITIONAL CONSTRUCTION ENTRANCE MEASURES ARE NEEDED TO PREVENT THE TRACKING OF MUD, DIRT, OR DEBRIS ONTO ANY PAVED SURFACES

INSIDE OR OUTSIDE OF THE PROPOSED CONSTRUCTION LIMITS.

10. A SOIL TEST IS REQUIRED, PRIOR TO FINAL SITE STABILIZATION, TO DETERMINE FERTILIZER

APPLICATION RATES FOR THE ESTABLISHMENT OF GRASS ON THE SITE.

11. ALL TEMPORARY MEASURES MUST BE REMOVED WITHIN 30 DAYS OF PERMANENT STABILIZATION OF

THE SITE.

12. CONTRACTOR RESPONSIBLE FOR OBTAINING AN APPROVED E&S PLAN FOR ALL OFFSITE WASTE OR

BORROW AREAS IF NEEDED.

13. THE CITY OF LYNCHBURG HAS THE AUTHORITY TO ADD OR DELETE E&S CONTROLS ON AN

AS-NEEDED BASIS.

14. NO E&S CONTROLS CAN BE REMOVED WITHOUT APPROVAL FROM THE CITY OF LYNCHBURG.

15. ALL STORM PIPE IS TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS AND VDOT STD. PB-1.

16. ALL STORM SEWER STRUCTURES TO HAVE INVERT SHAPING PER VDOT STD. IS-1.

17. PROVIDE MIN. 6" TOPSOIL IN AREAS TO RECEIVE SEEDING.

MS-1: HAS TEMPORARY STABILIZATION BEEN ADDRESSED FOR ANY PERIOD LONGER THAN 14 DAYS AND PERMANENT STABILIZATION BEEN ADDRESSED FOR ANY PERIOD LONGER THAN ONE YEAR IN THE

NARRATIVE?

MS-2: HAS STABILIZATION OF SOIL STOCKPILES, BORROW AREAS, AND DISPOSAL AREAS BEEN

ADDRESSED IN THE NARRATIVE AND ON THE PLAN?

MS-3: HAS THE ESTABLISHMENT AND MAINTENANCE OF PERMANENT VEGETATIVE STABILIZATION BEEN

ADDRESSED?

MS-4: DOES THE PLAN SPECIFICALLY STATE THAT SEDIMENT-TRAPPING FACILITIES SHALL BE

CONSTRUCTED AS A FIRST STEP IN LAND-DISTURBING ACTIVITIES?

MS-5: DOES THE PLAN SPECIFICALLY STATE THAT STABILIZATION OF EARTHEN STRUCTURES IS

REQUIRED IMMEDIATELY AFTER INSTALLATION? IS THIS NOTED FOR EACH MEASURE ON THE

PLAN?

MS-6: ARE SEDIMENT TRAPS AND SEDIMENT BASINS SPECIFIED WHERE NEEDED AND DESIGNED TO THE

STANDARD AND SPECIFICATION?

MS-7: HAVE THE DESIGN AND TEMPORARY/PERMANENT STABILIZATION OF CUT AND FILL SLOPES BEEN

ADEQUATELY ADDRESSED? IS SURFACE ROUGHENING PROVIDED FOR SLOPES STEEPER THAN

3:1?

MS-8: HAVE ADEQUATE TEMPORARY OR PERMANENT CONVEYANCES (PAVED FLUMES, CHANNELS,

SLOPE DRAINS) BEEN PROVIDED FOR CONCENTRATED STORMWATER RUNOFF ON CUT AND FILL

SLOPES?

MS-9: HAS WATER SEEPING FROM A SLOPE FACE BEEN ADDRESSED (E.G., SUBSURFACE DRAINS)?

MS-10: IS ADEQUATE INLET PROTECTION PROVIDED FOR ALL OPERATIONAL STORM DRAIN AND CULVERT

INLETS?

MS-11: ARE ADEQUATE OUTLET PROTECTION AND/OR CHANNEL LININGS PROVIDED FOR ALL

STORMWATER CONVEYANCE CHANNELS AND RECEIVING CHANNELS? IS THERE A SCHEDULE

INDICATING:

1. DIMENSIONS OF THE OUTLET PROTECTION? LINING? SIZE OF RIPRAP?

2. CROSS SECTION AND SLOPE OF THE CHANNELS? TYPE OF LINING? SIZE OF RIPRAP, IF

USED?

MS-12: ARE IN-STREAM PROTECTION MEASURES REQUIRED SO THAT CHANNEL IMPACTS ARE MINIMIZED?

MS-13: ARE TEMPORARY STREAM CROSSINGS OF NON-ERODIBLE MATERIAL REQUIRED WHERE

APPLICABLE?

MS-14: ARE ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR

CROSSING LIVE WATERCOURSES BEING FOLLOWED?

MS-15: HAS IMMEDIATE RE-STABILIZATION OF AREAS SUBJECT TO IN-STREAM CONSTRUCTION (BED AND

BANKS) BEEN ADEQUATELY ADDRESSED?

MS-16: HAVE DISTURBANCES FROM UNDERGROUND UTILITY LINE INSTALLATIONS BEEN…