1224-26 final.pdf

SITE STATISTICAL INFORMATION:

TAX MAP NUMBER ( PRIMARY):

PARCEL NUMBER ( PRIMARY):

PLAT & BOOK PAGE ( PRIMARY):

TAX MAP NUMBER ( SECONDARY):

PARCEL NUMBER ( SECONDARY):

PLAT & BOOK PAGE ( SECONDARY)

CURRENT PARCEL ADDRESS:

TOTAL PARCEL AREA:

AREA OF DISTURBANCE:

EXISTING IMPERVIOUS COVER:

PROPOSED IMPERVIOUS COVER:

FLOODPLAIN INFORMATION:

EFFECTIVE DATE:

APPLICABLE ZONE:

ZONING DISTRICT ( PRIMARY):

ZONING DISTRICT ( SECONDARY)

ZONING DISTRICT ( ADJACENT):

PRESENT USE:

PROPOSED USE:

APPROVAL BLOCK

BLACKSBURG TOWN PLANNER

RIGHT- OF- WAY

RIGHT- OF- WAY

RIGHT- OF- WAY

196- A 9A

019810

0012- 0019

RIGHT- OF- WAY

1255 PATRICK HENRY DRIVE NW

N/ A ( RIGHT- OF- WAY)

0. 11 AC ( 4, 660 SF)

0. 05 AC

0. 06 AC

FIRM PANEL 51121CO131C

SEPTEMBER 25, 2009

ZONE " X" OUTSIDE REGULATORY FLOODPLAIN

RIGHT- OF- WAY

RM- 48

PR - PLANNED RESIDENTIAL

RIGHT- OF- WAY

RIGHT- OF- WAY

S

DATE

1/ LA; os 11./ 23

BLACKSBURG TOWN ENGINEER DATE

Whitman, Requardt & Associates, LLP

1700 Kraft Drive, Suite 1200, Blacksburg, Virginia 24060

PATRICK HENRY DRIVE, NW

TOWN OF BLACKSBURG, VIRGINIA

PRICES FORK MAGISTERIAL DISTRICT

MONTGOMERY COUNTY

PROJECT DESCRIPTION

THIS PROJECT WILL CONSIST OF THE CONSTRUCTION OF AN

EXTENSION OF EXISTING BUS STOP (" 1325) ON PATRICK HENRY DRIVE

TOWN OF BLACKSBURG

300 S MAIN STREET

BLACKSBURG, VA 24060

CONTRACT NO. 45892- 009

PATRICK HENRY DRIVE

BUS PULL -OFF EXTENSION

CONTACT INFORMATION:

PROPERTY OWNER/ DEVELOPER

CONTACT:

TELEPHONE NO:

ADDRESS:

ENGINEER:

CONTACT:

TELEPHONE NO:

EMAIL:

ADDRESS:

BLACKSBURG TRANSIT

PHIL ANDES

SCHEDULING AND PLANNING COORDINATOR

540. 443. 7100 ( EXT. 1513)

2800 COMMERCE STREET

BLACKSBURG, VIRGINIA 24060- 6656

WRA

BRADFORD STIPES, PE

540. 328. 1132

BSTIPESOWRALLP. COM

1700 KRAFT DRIVE, SUITE 1200

BLACKSBURG, VIRGINIA 24060

THE UNDERSIGNED IS AWARE OF THE DESIGN REQUIREMENTS IMPOSED BY THE PLAN AND

OTHER APPLICABLE TOWN CODES, AND AGREES TO COMPLY WITH THESE REQUIREMENTS,

UNLESS MODIFIED/ IN

ACCORDANCE

WITH THE CODE OF THE TOWN BLACKSBURG VIRGINIA.

LEGAL ENTITY: -- towvk T314

BY: & w vet^ I-<< ITS:

INDEX OF SHEETS

19_

C001 COVER SHEET

C002 GENERAL NOTES

C101 EXISTING CONDITION PLAN

C201 DEMOLITION PLAN

C301 PROPOSED PLAN

C302 PROPOSED LAYOUT DETAIL PLAN

C401 PROPOSED EROSION CONTROL PLAN

C501 PAVEMENT MARKING PLAN

REVI DATE I DESCRIPTION

DRAWING I SHEET

COVER SHEET I 0001

L- 2030

GENERAL NOTES

1. THE DESIGN OF THE DEVELOPMENT IS BASED ON EXISTING TOPOGRAPHIC FEATURES AND UTILITIES SHOWN ON A TOPOGRAPHIC SURVEY BY HURT & PROFFITT DATED 30 AUGUST 2022. HORIZONTAL

DATUM MAD 83) AND VERTICAL DATUM ( NAVD 88).

2. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF PLANS AND PERMITS ON SITE AT ALL TIMES DURING CONSTRUCTION. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT

BY TOWN INSPECTORS.

3. AS -BUILT DRAWINGS WILL BE PROVIDED TO THE TOWN BEFORE THE SITE IMPROVEMENT SECURITY IS

RETURNED.

4. UNLESS OTHERWISE SPECIFIED, ALL ROADWAY WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH

THE MOST RECENT EDITIONS OF VDOPS ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS.

5. NEITHER AN EROSION AND SEDIMENT CONTROL PERMIT NOR A STORMWATER MANAGEMENT PERMIT IS REQUIRED SINCE THE LIMITS OF DISTURBANCE ARE LESS THAN 5,000 SQUARE FEET. IF THE LIMITS OF DISTURBANCE EXPANDS BEYOND 5, 000 SQUARE FEET AN EROSION & SEDIMENT CONTROL PERMIT

AND A STORMWATER MANAGEMENT PERMIT WILL BE REQUIRED.

6. IT IS THE OWNER/ DEVELOPER' S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL PERMITS REQUIRED BY ANY

OTHER FEDERAL OR STATE AGENCY.

7. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS

TOWN OF BLACKSBURG REGULATORY/ ZONING REQUIREMENTS AND VDOT STANDARDS AND

SPECIFICATIONS). PRIOR TO COMMENCEMENT OF WORK, NOTIFICATION TO THE TOWN OF BLACKSBURG IS REQUIRED AND THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LICENSES AND PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. SIGNAGE CONSTRUCTION SHALL CONFORM TO THE APPLICABLE REGULATIONS OF THE TOWN.

8. THE LOCATIONS OF UTILITIES ON THE CONSTRUCTION DRAWINGS ARE BASED ON MISS UTILITY MARKINGS DURING FIELD SURVEYS, AND THEREFORE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT UTILITIES INDICATED AS EXISTING ARE IN THE LOCATION INDICATED OR THAT THEY ACTUALLY EXIST, OR THAT OTHER EXISTING UTILITIES ARE NOT WITHIN THE AREA OF OPERATIONS. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL MAKE ALL NECESSARY INVESTIGATIONS TO DETERMINE THE EXISTENCE, LOCATIONS, AND ELEVATIONS OF EXISTING UTILITIES IN THE WORK AREA. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE PROTECTION OF EXISTING UTILITIES AND STRUCTURES WITHIN THE CONSTRUCTION ZONE. DAMAGE TO STRUCTURES, UTILITIES, AND EQUIPMENT TO REMAIN SHALL BE REPAIRED TO PRECONSTRUCTION CONDITIONS BY THE CONTRACTOR AT HIS EXPENSE, IN ACCORDANCE WITH THE STATE AND LOCAL REQUIREMENTS. CONTRACTOR SHALL CONTACT MISS UTILITY AT 811, MINIMUM 3 WORKING DAYS PRIOR TO ANY EARTH MOVING ACTIVITIES.

9. CONTRACTOR SHALL SCHEDULE AND HOLD A PRE -CONSTRUCTION MEETING WITH THE TOWN PRIOR TO

BEGINNING ANY DEMOLITION OR CONSTRUCTION.

10. CONTRACTOR SHALL OBTAIN APPROVAL FROM TOWN OF BLACKSBURG FOR ANY WORK PERFORMED IN ROADWAYS OR WALKWAYS ADJACENT TO SITE AND FOR ANY DETOURING OF TRAFFIC. PROVIDE ALL

SAFETY MEASURES AND DEVICES REQUIRED BY APPLICABLE REGULATORY AGENCIES.

11. CONTRACTOR SHALL CONTACT ENGINEER IMMEDIATELY IF AN EXISTING UTILITY LOCATION OR ELEVATION

IS DIFFERENT FROM THAT SHOWN ON THE DRAWINGS, IF THERE APPEARS TO BE A CONFLICT, AND/ OR IF A UTILITY IS DISCOVERED THAT IS NOT SHOWN ON DRAWINGS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES THAT HAVE AFFECTED UNDERGROUND UTILITIES.

12. CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION. IF ANY PROPERTY CORNER IS

DISTURBED BY CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL RE- ESTABLISH THE PROPERTY CORNER BY A LAND SURVEYOR LICENSED IN THE COMMONWEALTH OF VIRGINIA AND ACCEPTABLE TO THE

ENGINEER.

13. CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, UTILITIES, AND EQUIPMENT FROM DAMAGE.

DAMAGE OR DISTURBANCE TO STRUCTURES, UTILITIES, AND EQUIPMENT TO REMAIN SHALL BE REPAIRED

OR REPLACED BY THE CONTRACTOR TO PRECONSTRUCTION CONDITIONS AT NO COST TO THE OWNER, IN ACCORDANCE WITH THE OWNER' S REPRESENTATIVE AND THE AUTHORITIES HAVING JURISDICTION.

14. CONTRACTOR IS REQUIRED TO MAINTAIN ALL ONSITE EXISTING OR NEW DITCHES, PIPES AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL OWNER ACCEPTS WORK. THE CONTRACTOR IS

RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURES IN

OPERABLE CONDITIONS.

15. CONTRACTOR SHALL PROVIDE PROPER PROTECTION FROM OPEN EXCAVATIONS OCCURRING AS PART OF

THIS WORK AND POST WITH WARNING LIGHTS IF DEEMED APPROPRIATE BY THE TOWN.

16. PAVEMENT WORK WITHIN THE RIGHT- OF- WAY REQUIRES INSPECTION OF SUBGRADE PRIOR TO

PLACEMENT OF BASE STONE AND BASE STONE PRIOR TO PLACEMENT OF PAVEMENT. PRIOR TO

SUBGRADE APPROVAL BY THE TOWN, CBR RESULTS MUST BE PROVIDED WITH THE APPROPRIATE

PAVEMENT DESIGN TO THE TOWN ENGINEER PER VDOT PAVEMENT DESIGN GUIDELINES.

17. ANY NEW UTILITIES TO BE MAINTAINED BY THE TOWN SHALL BE WITHIN DEDICATED RIGHTS -OF -WAY

OR EASEMENTS.

18. ALL DIMENSIONS AND COORDINATES THAT ARE REQUIRED FOR CONSTRUCTION STAKEOUT MAY NOT BE SHOWN. ELECTRONIC CIVIL 3D DRAWING FILE MAY BE MADE AVAILABLE FOR CONSTRUCTION STAKEOUT.

Whitman, Requardt & Associates, LLP

1700 Kraft Drive, Suite 1200, Blacksburg, Virginia 24060

GENERAL NOTES

19. THE CONTRACTOR MUST OBTAIN A TEMPORARY ROAD CLOSURE PERMIT FROM THE TOWN OF

BLACKSBURG FOR ALL WORK WITHIN OR IMPACTING THE RIGHT- OF- WAY. THE PERMIT REQUEST MUST BE SUBMITTED TO THE ENGINEERING DEPARTMENT AND APPROVED PRIOR TO THE START OF SAID

WORK.

20. TOWN TO PROVIDE PUBLIC SIGNS AT THE OWNER' S EXPENSE.

21. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF BLACKSBURG STANDARDS AND

SPECIFICATIONS.

22. IT IS THE CONTRACTOR' S RESPONSIBILITY TO MEET COMPLIANCE REQUIREMENTS WITH SECTION 59. 1- 406

ET. SEQ., OF THE CODE OF VIRGINIA.

235 IS THE OWNER/ DEVELOPER/ DESIGN ENGINEER' S RESPONSIBILITY TO COORDINATE ANY RETAINING WALL DESIGN AND CONSTRUCTION WITH THE TOWN' S BUILDING DEPARTMENT FOR ENGINEERING SEALING AND

BUILDING PERMIT REQUIREMENTS.

24. PROPOSED STREETLIGHT SHALL BE COORDINATED WITH AEP AND THE TOWN OF BLACKSBURG, PAID

FOR BY THE OWNER ( CONTRACTOR IS NOT RESPONSIBLE FOR INSTALLATION).

EROSION & SEDIMENT CONTROL PHASING NOTES:

1. THE CONTRACTOR WILL DESIGNATE AN EMPLOYEE CERTIFIED AS THE " RESPONSIBLE LAND DISTURBER" RLD), BY THE COMMONWEALTH OF VIRGINIA, DEPARTMENT OF ENVIRONMENTAL QUALITY ( VADEQ), WHO

IS IN CHARGE OF AND IS RESPONSIBLE FOR CARRYING OUT THE LAND - DISTURBING ACTIVITIES ON THIS

PROJECT.

2. INSPECTIONS SHALL BE CONDUCTED BY THE RLD AT A FREQUENCY OF AT LEAST ONCE EVERY FOUR BUSINESS DAYS OR AT LEAST ONCE EVERY FIVE BUSINESS DAYS AND NO LATER THAN 24 HOURS FOLLOWING A MEASURABLE STORM EVENT ( 0. 25 INCHES). IN THE EVENT THAT A MEASURABLE STORM EVENT OCCURS WHEN THERE ARE MORE THAN 48 HOURS BETWEEN BUSINESS DAYS, THE INSPECTION

SHALL BE CONDUCTED ON THE NEXT BUSINESS DAY.

3. AS FIRST STEP MEASURES, SILT FENCE, AND INLET PROTECTION SHALL BE INSTALLED AS INDICATED PRIOR TO UPSLOPE LAND DISTURBANCE. THE SITE SHALL BE INSPECTED BY TOWN OF BLACKSBURG

PERSONNEL PRIOR TO LAND DISTURBANCE.

4. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DIVERSIONS

IMMEDIATELY AFTER INSTALLATION, AS NEEDED.

5. THROUGHOUT CONSTRUCTION ACTIVITIES, APPLY DUST CONTROL MEASURES ACCORDING TO VESCH STD.

SPEC. 3. 39.

6. NO AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE SHALL BE DISTURBED.

7. PERMANENT SEEDING AND MULCH WILL BE USED ON ALL DISTURBED AREAS THAT ARE NOT SCHEDULED TO RECEIVE CONCRETE SURFACING OR LANDSCAPING ( HARDWOOD MULCH, ETC.) WITHIN SEVEN DAYS

ONCE BROUGHT TO FINAL GRADE.

8. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS

OTHERWISE AUTHORIZED BY THE TOWN. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS

RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO

PREVENT FURTHER EROSION AND SEDIMENTATION.

9. CONTRACTOR SHALL REMOVE THE EXISTING TREE, BUSHES AND SHRUBS AS INDICATED ON THE PLANS AS A PART OF INITIAL CLEARING ACTIVITIES. THE REPLACEMENT OF THESE LANDSCAPE ITEMS SHALL BE BY OTHERS FOLLOWING CONSTRUCTION; CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THIS

ACTIVITY.

EROSION & SEDIMENT CONTROL NOTES:

1. MINIMUM MEASURES ARE INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND

MAINTENANCE OF THESE MINIMUM REQUIREMENTS AND ALL OTHER MEASURES NECESSARY TO CONTROL, FILTER, AND PREVENT SEDIMENT FROM LEAVING THE SITE. EROSION AND SEDIMENT CONTROL

MEASURES SHALL BE PLACED PRIOR TO COMMENCEMENT OF UPSLOPE EARTHWORK ACTIVITIES. IN NO

CASE DURING CONSTRUCTION SHALL WATER RUNOFF BE DIVERTED OR ALLOWED TO FLOW TO

LOCATIONS WHERE ADEQUATE PROTECTION HAS NOT BEEN PROVIDED. EROSION AND SEDIMENT

CONTROL MEASURES SHALL BE MAINTAINED UNTIL UPSLOPE DISTURBED AREAS ARE STABILIZED.

2. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF BLACKSBURG. THE TOWN RESERVES

THE RIGHT TO ADD OR DELETE E& S CONTROLS IN THE FIELD BASED ON SITE CONDITIONS DURING CONSTRUCTION. ANY CHANGES REQUIRED BY THE INSPECTOR OR NOTED DEFICIENCIES SHALL BE

CORRECTED BY THE CONTRACTOR.

3. IF PERMANENT SEEDING IS NOT APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE, THE ASSOCIATED AREA SHALL BE TEMPORARILY SEEDED.

TEMPORARY SEEDING SHALL BE APPLIED WITHIN 7 DAYS ON DENUDED AREAS THAT MAY NOT BE AT

FINAL GRADE, BUT WILL REMAIN DORMANT ( UNDISTURBED) FOR LONGER THAN 14 DAYS.

TOWN OF BLACKSBURG

300 S MAIN STREET

BLACKSBURG, VA 24060

APPROVAL BLOCK

BLACKSBURG - TOWN PLANNER DATE

os llo' 23

B ACKSBURG TOWN ENGINEER DATE

CONTRACT NO. 45892- 009

4. DUST CONTROL SHALL BE EMPLOYED TO REDUCE SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING ACTIVITIES. THE FOLLOWING METHODS ARE RECOMMENDED, AND ADDITIONAL MEASURES MAY BE USED IN ACCORDANCE WITH VESCH STANDARDS AND SPEC 3.39, OR AS DIRECTED BY THE

VESCH AUTHORITY:

i. VEGETATIVE COVER - PHASE CLEARING AND GRUBBING ACTIVITIES AND UTILIZE TEMPORARY SEEDING

IN ACCORDANCE WITH MINIMUM STANDARD 1.

ii. IRRIGATION - SPRAY DISTURBED AREA UNTIL SURFACE IS WET.

iii. STONE - STABILIZED DISTURBED AREA WITH CRUSHED STONE OR COARSE GRAVEL.

iv. MULCH - COVER DISTURBED AREAS AND APPLY WITH TACKIFIERS WHEN USING LIGHTWEIGHT ORGANIC

MULCHES.

5. ANY OFF -SITE LOCATION THAT IS USED AS A SOURCE OF BORROW SOIL MATERIALS OR RECEIVES WASTE SOIL MATERIALS FROM THE SITE MUST BE APPROVED BY THE EROSION & SEDIMENT CONTROL

ADMINISTRATOR OF THE JURISDICTION IN WHICH THAT OFF - SITE AREA IS LOCATED.

6. MULCHING SHALL BE WOOD CHIP STYLE SIMILAR TO EXISTING MULCH IN COLOR AND SIZE, AND IN

ACCORDANCE WITH VESCH 3.35.

GENERA- EROSION AND SEDIMENT CONTROL NOTES:

ES- 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION

AND SEDIMENT CONTROL HANDBOOK ( VESCH), LATEST EDITION.

ES- 2. TOWN OF BLACKSBURG SHALL BE NOTIFIED ONE WEEK PROIR 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. THE NARRATIVE PREPARED FOR THE PLAN IS PART OF THE PLANS AND SHALL BE USED IN

CONJUNCTION WITH THE PLANS. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL

PLAN AND NARRATIVE AND THE RELEVANT VESCH SECTIONS, SHALL BE MAINTAINED ON THE SITE

AT ALL TIMES.

ES- 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN THE AREAS OTHER THAN INDICATED ON THESE PLANS ( INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION AND SEDIMENT CONTROL PLAN TO TOWN

OF BLACKSBURG FOR REVIEW AND APPROVAL.

ES- 6. INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS REQUIRED TO PREVENT SEDIMENT - LADEN RUNOFF FROM LEAVING THE SITE, AND AS DETERMINED BY TOWN OF BLACKSBURG

INSPECTOR.

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 IS RESPONSIBLE FOR APPOINTING DESIGNATED " RESPONSIBLE LAND DISTURBER" RLD). THE RLD SHALL BE ADDED TO THE PLAN AT THE PRE - CONSTRUCTION CONFERENCE. THE

RLD SHALL BE CERTIFIED IN VIRGINIA.

ES- 10. THE RLD SHALL INSPECT EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES FOR PROPER INSTALLATION AND DEFICIENCIES IMMEDIATELY AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT, AT LEAST DAILY DURING PROLONGED RAINFALL, AND BI- WEEKLY WHEN NO RAINFALL EVENTS OCCUR. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION

AND SEDIMENT CONTROL MEASURES SHALL BE MADE IMMEDIATELY.

ES- 11. STORE EXCAVATED TOPSOIL IN TOPSOIL STOCKPILES WITHIN THE LIMITS OF CONSTRUCTION WITH

SILT FENCES ON THE DOWNSLOPE SIDE IN ACCORDANCE WITH THE VESCH, LATEST EDITION.

ES- 12. ALL DISTURBED AREAS NOT OTHERWISE HARDSCAPED AND STABILIZED ARE TO BE SEEDED IN ACCORDANCE WITH THE SEEDING SPECIFICATIONS IN THE VESCH, LATEST EDITION AND DEQ ESC

TECHNICAL BULLETIN + 4.

ES- 13. SEED AND MULCH ALL SOIL STOCKPILES AND MATERIALS LEFT UNDISTURBED IN ACCORDANCE WITH

THE VESCH, LATEST EDITION AND DEQ ESC TECHNICAL BULLETIN 04.

ES- 14. ALL CULVERT INLET PROTECTION AND STORM DRAIN INLET PROTECTION MUST REMAIN IN PLACE

UNTIL FINAL UPSLOPE STABILIZATION IS ACHIEVED.

PATRICK HENRY DRIVE

BUS PULL -OFF EXTENSION

REV I DATE

DRAWING

GENERAL NOTES

DESCRIPTION

SHEET

C002

L- 2031

F

SURVEY CONTROL TABLE

HORIZONTAL DATUM: NAD83

VERTICAL DATUM: NAVD88

SCALE FACTOR: 1. 0000

POINT # NORTHING EASTING ELEVATION DESCRIPTION

1 3618796. 590 10923314. 106 2158. 19 PKS

2 3618649. 926 10922957. 039 2147. 17 PKS

15" RCP

GLP

uge

NOTES:

1. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT

AND RESPONSIBLE CHARGE OF, CHRISTOPHER B. KAKNIS OF HURT &

PROFFITT, INC. FROM AN ACTUAL GROUND SURVEY MADE UNDER MY

SUPERVISION; THAT THE IMAGERY AND/ OR ORIGINAL DATA WAS

OBTAINED IN AUGUST 2022; AND THAT THIS PLAT, MAP, OR DIGITAL

GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY

STANDARDS UNLESS OTHERWISE NOTED.

2. THIS TOPOGRAPHIC SURVEY IS ON HORIZONTAL DATUM: NAD83;

VERTICAL DATUM: NAVD88.

3. BOUNDARY INFORMATION SHOWN HEREON WAS COMPILED FROM

DEEDS AND PLATS OF RECORD AND FIELD INFORMATION. THIS DOES

NOT REPRESENT A BOUNDARY SURVEY.

4. THIS TOPOGRAPHIC SURVEY WAS PREPARED FROM A FIELD SURVEY

CONDUCTED BY HURT & PROFFITT, INC. IN AUGUST 2022 AND ONLY

REFLECTS FIELD CONDITIONS AT THAT TIME.

5. UNDERGROUND UTILITIES SHOWN HEREON ARE COMPILED FROM

ABOVE GROUND UTILITY EVIDENCE AND MISS UTILITY DESIGNATIONS

ONLY PER MISS UTILITY TICKET # A222201399- OOA AND

B223400626- OOB. CONTRACTOR IS RESPONSIBLE FOR UTILITY

LOCATION IN THE FIELD AND MUST CONTACT MISS UTILITY BEFORE

CONSTRUCTION.

6. CONTOUR INTERVAL = 1'

Whitman, Requardt & Associates, LLP

1700 Kraft Drive, Suite 1200, Blacksburg, Virginia 24060

STORM INFORMATION

INVERTS LISTED CLOCKWISE FROM INVERT OUT**

0 STMH TOP= 2147. 99'

INV. I N = 2143. 60'

STMH TOP= 2157. 22'

INV. OUT= 2149. 41'

INV. IN= 2149. 65'

INV. IN= 2149. 57'

0 STORM GRATE= 2152. 63'

INV. OUT= 2150. 25'

STMH TOP= 2157. 82'

INV. OUT= 2150. 49'

PATRICK HENRY DRIVE ( PUBLIC VARIABLE R/ W)

PAINTED YELLOW LINE

ASPHALT \

41CONC. C& G

CONC. WALK—

j

73) CqEPE MYRT 0_( /• kzj s

GO

N 20 ' C u / o

6- '

SJ

BM- CHS

IN CONC. qL

ELEV. = 2154. 8,0!

PARKING

ASPHALT

BLACKSBURG TOWN PLANNER

O'l, DATE

05 /I In

BLJACKSBURG TOWN ENGINEER DATE

TOWN OF BLACKSBURG

300 S MAIN STREET

BLACKSBURG, VA 24060

PAINTED WHITE LIN

PAINTED WHITE LIN

Ul USE -kz% a THE

PHALT

BC& G

0 C

CONTRACT NO. 4S892- 009

E

II ASPHALT

CON C & G

USE 0 +/- 135 TO

C C. WALK PROGRESS ST

2— u cue n/, —

K — = = -- EF

1 ----- 2 TU M P

21 _ 55 -__ -

7/

PERMANtNT DRAINAGE EASEMENT g t u D. B. 869, PG. 40

CE

g am

NOT IN SERVICE

3 STORY BRICK

APARTMENT BUILDING

PER MAINTENANCE) ,

TERRACE VIEW"

N/ F

CAP IX BLACKSBURG LLC

PARCEL ID 025692

TAX PARCEL ID # 019810

INST. # 20170009867

PATRICK HENRY DRIVE

BUS PULL -OFF EXTENSION

ABBREVIATIONS:

CONC. = CONCRETE

STMH = STORM MANHOLE

INV. = INVERT

RCP = REINFORCED CONCRETE PIPE

INST. = INSTRUMENT

D. B. = DEED BOOK

PG. = PAGE

N/ F = NOW OR FORMERLY

BM = BENCHMARK

CHSQ = CHISELED SQUARE

PKS = PK NAIL SET

IRF = IRON ROD FOUND

R/ W = RIGHT OF WAY

PL = PLANTER

HCR= HANDICAP RAMP

C& G = CURB AND GUTTER

ST = STREET

GLP = GAS LINE WITNESS POST

ELEV. = ELEVATION

IRF

W/ CAP

LEGEND

LIGHT POLE

o TELEPHONE PEDESTAL ogmGAS METER

TRAFFIC SIGNAL HAND HOLE

ELECTRIC TRANSFORMER

POST/ BOLLARD

T SIGN

OD STORM MANHOLE

0 PROPERTY CORNER

SURVEY CONTROL POINT

BENCHMARK

0 SHRUB

0 TREE

uge ugt —

RIGHT OF WAY

EASEMENT LINE

CURB

EDGE OF PAVEMENT

EDGE OF WALK

EDGE OF CONCRETE

RETAINING WALL

STORM

UNDERGROUND ELECTRIC

GAS LINE

UNDERGROUND TELEPHONE

SCALE

0 20' 40' REV DATE DESCRIPTION

DRAWING

7EXISTING CONDITION PLAN

SHEET

C101

L- 2032

EXISTING CURB & GUTTER TO BE REMOVED i

PATRICK HENRY DRIVE ( PUBLIC VARIABLE R/ W)

PAINTED YELLOW LINE

FULL DEPTH SAWCUT OF EXISTING PAVEM NT TREE TO BE REMOVED _ LO

o o

ASPHALT _- PAINT WHITE

LINT _ ` S I" 0 BE R OCATED

ASPHALT N_

1 CONC. C& G\ _ IINE CON C& G

135 TO

15" RCP CONC. WALK— — — — — — -- COLIC. WALK

z

PROGRESS ST

W-- RF F _

2„ LIMP

GLlP--

73) CREPE MYRT 9

Q '

L — \ _ 255 ._.

IRF

6 WOOD IRF P g W/ CAP k115° 3 / • A\ jjJ+ k2 N J 3,,ke

0 20" C G 9 k2

PERMAWWtNT DRAINAG EASEM-ENT gt u e— — 2, e- BIRCH u-` D. B. 869, PG. 409

3qt ' / II - IN CONC. LK'` 2p k2.° TREE+ DRIPLIN 2" UCE

DO NOT DISTURB EXIST. Sh R E HT 2ELEV.= 2154. a.°' 2 r o m 25°

PARKING 2014

k2, N k °.

5 L u ASPHALT

2j c

6-\ o NOT IN SERVICE 3

STORY BRICK APARTMENT

BUILDING 2,

Sf (PER

MAINTENANCE) " TERRACE

VIEW" 2,,Sf 22 N/

F SHRUBS

IN THIS AREA TO BE REMOVED CAP

IX BLACKSBURG LLC PARCEL

ID 025692 TAX

PARCEL ID #019810 INST. #

20170009867 DENOTES

PROPOSED DEMOLITION OF

PAVEMENT AND SIDEWALK Whitman, Requardt & Associates, LLP 1700

Kraft Drive, Suite 1200, Blacksburg, Virginia 24060 TOWN

OF BLACKSBURG 300

S MAIN STREET BLACKSBURG,

VA 24060 BLACKSBURG-

TOWN PLANNER DATE OLI

05/ 10/ Z3 BLACKSBURG

TOWN ENGINEER DATE CONTRACT

NO. 45892- 009 PATRICK

HENRY DRIVE BUS

PULL -OFF EXTENSION SCALE

20' 40' REV DATE Id0AI

TAlVCel DEMOLITION

PLAN DESCRIPTION

PLTx of rP

BRADFORD

S. STIPES y Lic.

No. 026425 L1%, foNAL Z_ Blacksburg, Virginia SHEET

C201

L-

PAVEMENT JOINT DETAIL

EXISTING PAVEMENT1j 211

PROPOSED PAVEMENT

ASPHALTIC TACK COAT

BENCHED PAVEMENT

SAWCUT AND CHIP AWAY

JOINT

EXISTING SURFACE COURSE

NOT TO SCALE

APPROVAL BLOCK

BLACKSBURG TOWN PLANNER DATE

0V l d5fia/ n

B ACKSBURG TOWN ENGINEER DATE

2 ®

IT

PATRICK HENRY DRIVE ( PUBLIC VARIABLE R/ W)

PAINTED YELLOW LINE

STATION 10+ 00. 00-

N 3618636. 3504 0 N ST' D. CG- 6_ REQ' D. CA m

E 10923055. 3359 ASPHALT n o PAINTED WHITE LINE: o ASPHALT STATION 14+ 00. 00 s e o - --- fl _ - — N 361878 . - 6 8685 n o '`? 6 1 o E 10923425. 9358

PATRICK HENRY DRIVE CONSTR. BL. CONC. C& G _ + + °' + 0' 6 CON C& G

N 6T' 53`_ 4-4''_ _ _-- _ _ _ _ _ NC_ CBcG % CONC. WALK __ PROGRESS STC, ONC WA C — — — -tom— - 0- _ use _-

Sp ., ,_ = A--. h HCR - _ _---- -- 91RF 12" ` jUMP

3) CREPE MYRTLE Pi P _ - IRFPL

EXIST.

i

R/ W 5' SIDE Lid QP b DOGWOOD IRS- - -_- g W/ CAP

W/ 2' BUFFER STRIP R ,-' 3

20 SCE" PERMANENT INAG EASEMENT t e CH Q ,- D. B. 869, 640 g ugt DO NOT DISTURB g

EXIST. STREETLIGHT N CONC LK - E DRIPLIN 2" S UCE

PROP. PUBLIC SIDEWALK SEME ELEV.= 154. 8 ' T T

no PA KING L 6gm 5' SIDEWALK

2014 W/ 2' BUFFER STRIP REQ' D.

ASPHALT

3 S10RRIC PROPOSED STREETLIGHT BY OTHERS G

O NOT IN SERVICE ( SEE NOTE 24 ON SHEET C002) AP

TMENT BU IN DO

NOT DISTURB EXIST. INLET DO

NOT DISTURB EXIST. CURB ( PER

MAINTENANCE) " TE

ACE VIEW" G

8' SIDEWALK REQ' D. PROP.

BUS STOP N/

F LICENSE

AGREEMENT PROP.

TEMPORARY CONSTRUCTION EASEMENT CAP IX BLACKSBURG LLC PROPOSED

14.5' X AND

BUS SHELTER ( BY (BYBUS

SHELTER PAD OTHERS)

PARCEL

ID 025692 TAX

PARCEL ID #019810 INST. #

20170009867 5'

SIDEWALK REQ' D. INSET

DENOTES

CONSTRUCTION LIMITS IN CUTS Lr_ --

DENOTES CONSTRUCTION LIMITS IN FILLS DENOTES

PROPOSED ASPHALT DENOTES

PROPOSED CONCRETE e. d e Whitman, Requardt & Associates, LLP 1700

Kraft Drive, Suite 1200, Blacksburg, Virginia 24060 PLTH vBRADFORDJ. STIPES Lic.

No. 026425 NSjONAL

Whitman

Requardt & Associates Blacksburg, Virginia ROADWAY

ENGINEER SEE

INSET PAVEMENT

DESIGN 1 INSET

US SHELTER PAD MATCH

EXIST 1. 5X 1O

2" ASPHALT CONCRETE TYPE SM- 9.5A BY OTHERS) MATCH

EXIST— 1. 5X 3:

1 1' O

3" ASPHALT CONCRETE TYPE IM-19. OA q5' 1' VARIES 2.5' 8'** GEOTEXTILE

3O

5" AGGREGATE MATERIAL NO.21A OR B FABRIC

1 VARIES8' 6. 5' 1' TYPICAL SECTION SIDEWALK

FILL SLOPE TO BE 2: 1 AT STATION 12+70 5O

4" VDOT A3 CONCRETE TYPICAL SECTION AT BUS SHELTER PAD SEE PLANS FOR AREAS WITH 5' SIDEWALK AND 2' BUFFER STRIP 6O

4" AGGREGATE MATERIAL NO.21A OR B TOWN

OF BLACKSBURG 300

S MAIN STREET BLACKSBURG,

VA 24060 CONTRACT

NO. 45892- 009 PATRICK

HENRY DRIVE BUS

PULL -OFF EXTENSION NOTE:

CONTRACTOR SHALL INCREASE PROPOSED PAVEMENT DEPTHS IF

NECESSARY TO MATCH EXISTING PAVEMENT THICKNESS. SCALE

20' 40- 1 REVI DATE DESCRIPTION DRAWING

SHEET PROPOSED

PLAN C301 L-

2034 L

J

PATRICK HENRY DRIVE PUBLIC VARIABLE R/ W)

APPROVAL BLOCK

l

S/ Iola-3

BLACKSBURG TOWN PLANNER

0 0-elt- a DATE05 be v;

LACKSBURG TOWN ENGINEER DATE

0'

Grd'

BRADFORD J. STIPES v Lic. No. 026425 klb 43 sjONAL

EC1G sv

STATION

10+00. 00 N

3618636. 3504 CA E

10923055. 3359 STATION 14+00. 00 N

3618786. 8685 PATRICK

HENRY DRIVE CONSTR. BL. _ B

D G L E 10923425. 9358 44''

E - A

C E

N F

J K M H

STATION

OFFSET PROP. ELEV. OA +

54. 14' 07. 57' MATCH EXIST. 89.

42' 11. 74' 2153. 29' 92.

86' 17. 82' 2153. 51' OD +

22. 45' 17. 98' 2154. 87' QE +

22. 39' 28. 84' 2154. 88' OF +

00. 48' 42. 09' MATCH EXIST. 27.

45' 18. 01' 2155. 08' QH +

27. 38' 31. 67' 2155. 02' OI +

03. 08' 46. 36' MATCH EXIST. t

J + 43. 77' 24. 60' 2155. 78' 0 +

58. 27' 24. 68' 2156. 44' 65.

48' 12. 17' 2156, 59' OM +

61. 31' 18. 19' 2156. 48' 78, 90' 14. 36' MATCH EXIST. SCALE

k 40' REV DATE DESCRIPTION vvii) TOWN OF BLACKSBURG PATRICK HENRY DRIVE DRAWING SHEET Whitman, Requardt & Associates, LLP 300 S MAIN STREET CONTRACT NO. 45892- 009 PROPOSED

LAYOUT DETAIL PLAN C302 1700

Kraft Drive, Suite 1200, Blacksburg, Virginia 24060 BLACKSBURG, VA 24060 BUS PULL -OFF EXTENSIONL-

TABLE 3. 32- C

SITE SPECIFIC SEEDING MIXTURES

FOR APPAIACHIAN/ MOUNTAIN AREA

Total Lbs

Millulluut Cafe lawn

Commercial or Residential 2fn1` 250 lbs

Kentucky 31 or Turf -Type Tall Fescue 90- l00'S.

Improved Perennial Ryegrass • tktoVe

Kentucky Illuegrass 0. 10"!f l3igh Ma>f1tr,.aauts.Lanao

Muumuu of three ( 1) up to five 0) Varieties of bluegrau from approved list for use in Virgin t2.4 the

Cq= al Slane t3: i or less)

Kentucky 31 Fescue 128 lbs

Red rop Grass 2 lbs

Seasonal Nurse Crop "• 1023, ISO lbs f..tilan.l:L

Kentucky 31 Fe -owe lug lb+

Red Top Grass 2 ibg

Season! Nurse Crop • • 20 ib Crowrrvetch ••• _ 20ill3.

150 lb, Perennial Rycgrass will germinate faster and at lower soil temperatures theta fescue, thereby providing ewer and enmmn resistance for seedbed, Use seasonal nurse crop in accordance with seeding dares as stated below:;

Match, April through May 15th ... .... .. - Atmusl Rye

May 16th through August 15th .. ... FoxW Millet August Ibth through September, October . Annual Rye

November through February .. .... Winter Rye

U Flatpea o used, maease to 30 lbs./ acre. All legume seed must he property inoculated. Weeli ft l ovegrau may also be included in arty slope or low.

tminte mince mix taro during warmer seeding perindv. add 10.20 qss/ acre in mixes, PS DENOTES PERMANENT SEEDING ( VESCH 3. 32)

MU DENOTES MULCHING ( VESCH 3. 35)

IP DENOTES INLET PROTECTION ( VESCH 3. 07)

TSF DENOTES TEMPORARY SILT FENCE ( VESCH 3. 05)

DENOTES CONSTRUCTION LIMITS IN CUTS

F_ _ _ DENOTES CONSTRUCTION LIMITS IN FILLS

LOD DENOTES LIMITS OF DISTURBANCE

15" RCP

EXIST. R/ W

PATRICK HENRY DRIVE

ASPHALT \

CONC. WALK - - -

R/ W -

73) CREPE MYRT / 9

GO

c ool) CD I OD uge—

Whitman, Requardt & Associates, LLP

1700 Kraft Drive, Suite 1200, Blacksburg, Virginia 24060 e--BM- CH

IN CONC. I

ELEV.= 2154. 8

PARKING

ASPHALT

PROP. TEMPORARY CONSTRUCTION EASEMENT

TOWN OF BLACKSBURG

300 S MAIN STREET

BLACKSBURG, VA 24060

PUBLIC VARIABLE R/ W)

PAINTED YELLOW LINE

PAINT: D WHITE LIN(

Irn ri att, ttttttrr.

Ln

ASPHALT N

NMOOR i PROGRESS tl

PERMANENT DRAINAGE EASEkENT gt

1 B 869, FIG.- r 1

Q

APPROVAL BLOCK

NOT IN SERVICE

PER MAINTENANCE)

3 STORY BRICK

APARTMENT BUILDING

TERRACE VIEW"

N/ F

CAP IX BLACKSBURG LLC

PARCEL ID 025692

TAX PARCEL ID # 019810

INST. # 20170009867

BLACKSBURG TOWN PLANNER DATE

v, iQ- Z_ 015I/ 0123

B ACKSBURG TOWN ENGINEER DATE

o

NLTH pF f r

U BRADFORD J. STIPES

Lie. No. 026425 tVo ssIONAL

ROADWAY

o

IRF

W/ CAP

TABLE 3. 35- A

ASPHALT N

NMOOR i PROGRESS tl

PERMANENT DRAINAGE EASEkENT gt

1 B 869, FIG.- r 1

Q

APPROVAL BLOCK

NOT IN SERVICE

PER MAINTENANCE)

3 STORY BRICK

APARTMENT BUILDING

TERRACE VIEW"

N/ F

CAP IX BLACKSBURG LLC

PARCEL ID 025692

TAX PARCEL ID # 019810

INST. # 20170009867

BLACKSBURG TOWN PLANNER DATE

v, iQ- Z_ 015I/ 0123

B ACKSBURG TOWN ENGINEER DATE

o

NLTH pF f r

U BRADFORD J. STIPES

Lie. No. 026425 tVo ssIONAL

ROADWAY

o

IRF

W/ CAP

TABLE 3. 35- A

ORGANIC MULCH MATERIALS AND APPLICATION RATES

RACES:

MULCHES: NOTES:

Per Acre Per 1000 sq. ft.

Straw or Hay Ili - 2 tons 70 - 90 lbs. Free from weeds and coarse

Minimum 2 matter, Must be anchored.

tons for Spread with mulch blower winter cover) or by hand.

Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.' Apply as slurry.

Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-W lengths. Air-dried. Do not use in fine turf areas. Apply with mulch blower or by hand.

Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air-dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas, Apply with mulch blower, chip handler, or by hand.

Bark Chips 50 - 70 cu. 1- 2 cu. yds. Free of coarse matter, Air -or yds. dried. Do not use in fine Shredded tuff areas. Apply with

Bark mulch blower, chip handler, or by hand.

When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs,/ ac. or 45 lbs./ 1000 sq. ft.

SCALE

0 20' 40' REV DATE DESCRIPTION

PATRICK HENRY DRIVE

DRAWING SHEET

CONTRACT NO. 45892- 009

BUS PULL -OFF EXTENSION PROPOSED EROSION CONTROL PLAN C401

L- 2036

PAVEMENT MARKING LEGEND

15" RCP

ASPHALT

CONC.

WALKVY

GLP —

E3) CREPE MYRTLE

PATRICK HENRY DRIVE ( PUBLIC VARIABLE R/ W)

20" CE'—

uge g

A. TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 4" WIDTH

B. TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 4" WIDTH ( 2' LINE, 6' SPACE)

Whitman, Requardt & Associates, LLP

1700 Kraft Drive, Suite 1200, Blacksburg, Virginia 24060

TOWN OF BLACKSBURG

300 S MAIN STREET

BLACKSBURG, VA 24060

e BM CH Q

IN CONC. JA+ LK

ELEV.= 2154.

PARKING

ASPHALT

PAINTED YELLOW LINE

PAINTED WHITE LINE

C& G ' BUS USE

I HCR

OGWOOD ) I RF PLE

u

2014 \

G

EE DRIPLINt-_,< T2" DUCE

NOT IN SERVICE

PER MAINTENANCE)

APPROVAL BLOCK

M

ASPHALT

a

CONC. WALK PROGRESS ST

uae

IRF

12°° STUMP /

w

PL y g -- r

PERMANENT DRAIAG EASEMENT gt elk--- D. B. 869, PG. 640

3 STORY BRICK

APARTMENT BUILDING

TERRACE VIEW"

N/ F

CAP IX BLACKSBURG LLC

PARCEL ID 025692

TAX PARCEL ID # 019810

INST. # 20170009867

BLACKSBURG TOWN PLANNER

m

DATE

J dt.,/ 4k;^ o5( to 123

BLA,6KSBURG TOWN ENGINEER DATE

CONTRACT NO. 45892-009

PATRICK HENRY DRIVE

BUS PULL -OFF EXTENSION

0F

GE , G

o

BRADFORD J. STIPES 9

Lie. No. 026425

Av jONAL E11Z

Blacksburg, Virginia

ROADWAY ENGINEER

IRF

W/ CAP

SCALE

0 20' 40' 1 REV DATE DESCRIPTION

DRAWING SHEET

PAVEMENT MARKING PLAN C501

L- 2037