36E77619R0062-0003004.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT POLYTRAUMA

INTEGRATIVE REHABILITATION

CLINIC

RICHMOND, VA

652-320

Project Director

05-22-2019

Revisions: Date:

440 Martin Luther King Jr. Blvd

Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

F

05/22/2019 DEQ COMMENTS1

CTA TAW/CBK

07/13/2019 DEQ COMMENTS2

APPLICATION DATES

Sept. 1-Feb. 15

Feb. 16-Apr. 30

May. 1-Aug. 31

· Apply 10-10-10 FERTILIZER at a rate 450 lbs./acre (or 10 lbs./1,000sq ft

· Apply PULVERIZED AGRICULTURAL LIMESTONE at a rate of 2 tons/acre

(or 90 lbs./1,000 sq ft)

SPECIES APPLICATION RATES

50/50 Mix of Annual Ryegrass (lolium multi-florum) & Cereal (Winter) Rye (Secale cereale)

50-100 (lbs/acre)

Annual Ryegrass (lolium multi-florum) 60-100 (lbs/acre)

German Millet

50 (lbs/acre)

FERTILIZER & LIME

SEED

TABLE 3.31-B

(Revised June 2003)

TEMPORARY SEEDING SPECIFICATIONS

QUICK REFERENCE FOR ALL REGIONS

NOTE:

1 - A soil test as necessary to determine the actual amount of lime required to adjust the soil pH of site.

2 - Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or by other means.

3 - When applying Slowly Available Nitrogen, use rates available in Erosion & sediment Control Technical Bulletin

#4, 2003 Nutrient Management for Development Sties at http:/www.dcr.state.va.us/sw/e&s.htm#pubs

LAND USE

Minimum Care Lawn

(Commercial or

Residential)

High-Maintenance

Lawn

SPECIES APPLICATION PER ACRE

Tall Fescue

Perennial Ryegrass

Kentucky Bluegrass

95-100%

0-5%

0-5%

TOTAL: 175-200 lbs.

Tall Fescue TOTAL: 200-250 lbs.

SEED

TABLE 3.32-E

(Revised June 2003)

PERMANENT SEEDING SPECIFICATIONS FOR DCR

FERTILIZER & LIME

General Slope (3:1 or less)

LOW-Maintenance Slope

(Steeper Than 3:1)

Tall Fescue

Red Top Grass or Creeping Red Fescue seasonal Nurse Crop

128 lbs.

2 lbs.

20 lbs.

Total: 150 lbs.

Tall Fescue

Red Top Grass or Creeping Red Fescue seasonal Nurse Crop

Crownvetch

108 lbs.

2 lbs.

20 lbs.

20 lbs.

Total: 150 lbs.

1- When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended turfgrass variety list. Quality seed will bear a label indicating that they are approved by VCIA. A current turfgrass variety list is available at the local County Extension office or through VCIA at 804-746-4884 or at http://sudan.cses.vt.edu/html/Turf/turf/publications/publications2/html

2- Use seasonal nurse crop in accordance with seeding dates as stated below:

February 16th - April........................ Annual Rye

May 1st - August 15th....................... Foxtail Millet

August 16th - October..................... Annual Rye

November - February 15th.............. Winter Rye

3- Substitute Sericea Lespedeza for Crownvetch east of Farmville, VA (May through September use hulled seed, all other periods, use unhulled Sericea). If Flatpea is used, increase to 30 lbs/acre. If weeping lovegrass is used, including in any slope or low maintenance mixture during warmer seeding periods, increase to 30-40 lbs/acre.

· Apply 10-20-10 fertilizer at a rate of 500 lbs./acre (or 12 lbs./1,000 sq. ft.)

· Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 lbs./1,000 sq. ft.)

NOTE:

-A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of the site.

-Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or by other means.

-When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin #4, 2003 Nutrient Management for Development Sites at http://www.dcr.state.va.us/sw/e&s.html#pubs

SURVEY NOTES

1. ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR

METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. THE

CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL JOBSITE SAFETY, INCLUDING BUT NOT

LIMITED TO TRENCH SAFETY, DURING ALL PHASES OF CONSTRUCTION.

2. OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY BE

REQUIRED.

3. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS, SPECIFICATIONS, AND SITE

CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS

SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY

ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE AFTER DISCOVERY OF SUCH

DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES AND BEFORE FORMAL RESPONSE FROM

THE ENGINEER SHALL BE DONE AT THE CONTRACTOR'S RISK.

4. MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL PIPING

PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF

THE PROJECT AND A COPY OF THE TRANSMITTAL LETTER (FOR RECORD KEEPING) GIVEN TO

THE ENGINEER.

5. REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS.

6. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE CURRENT

SPECIFICATIONS AND STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD

AND BRIDGE STANDARDS AND SPECIFICATIONS.

7. REPLACE WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS,

LANDSCAPING, ETC., THAT MAY BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION AT

CONTRACTOR'S OWN EXPENSE.

8. THE CONSTRUCTION SITE, ADJACENT AREAS, AND RIGHT-OF-WAYS SHALL BE KEPT CLEAN AND

CLEAR OF CONSTRUCTION DEBRIS AT ALL TIMES.

9. EXCAVATED MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A LAWFUL

MANNER.

10. WHEN MATERIALS WHICH ARE UNSUITABLE FOR SUBGRADES OCCUR WITHIN THE PROJECT

LIMITS, EXCAVATE SUCH MATERIAL BELOW THE SUBGRADE, AND THE AREAS SO EXCAVATED

SHALL BE BACKFILLED WITH APPROVED SUITABLE MATERIALS (SELECT BORROW).

11. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE

KEPT ON SITE AT ALL TIMES.

12. ADJUST ALL EXISTING MANHOLE RIMS, VALVE BOX COVERS, AND OTHER UTILITY SURFACE

FEATURES WITHIN PROJECT LIMITS TO FINISHED GRADE.

13. COMPLY WITH THE PROVISIONS AND REQUIREMENTS OF THE OVERHEAD HIGH VOLTAGE LINES

SAFETY ACT (SECTION 59.1-406, ET. SEQ. OF THE CODE OF VIRGINIA) IN PERFORMING WORK ON

THIS PROJECT. AS A MINIMUM,

A. CONTACT THE ELECTRICAL UTILITY 48 HOURS PRIOR TO COMMENCING WORK IF THE

CONTRACTOR'S TOOLS OR MATERIALS WILL INTRUDE TO WITHIN SIX (6) FEET OF AN

OVERHEAD POWER LINE.

B. CONTACT THE ELECTRICAL UTILITY 48 HOURS PRIOR TO COMMENCING WORK IF

COVERED EQUIPMENT SUCH AS CRANES OR DERRICKS WILL BE OPERATED WITHIN TEN

(10) FEET OF AN OVERHEAD POWER LINE.

C. POST AND MAINTAIN WARNING SIGNS WITHIN AND ON THE OUTSIDE OF EQUIPMENT

OPERATING NEAR AN OVERHEAD HIGH VOLTAGE LINE.

D. COORDINATE ALL WORK ASSOCIATED WITH EXISTING UTILITY RELOCATION, INCLUDING

TEMPORARY POLE BRACING AND GUY WIRE RELOCATION, WITH THE APPROPRIATE

UTILITY COMPANY. COSTS ASSOCIATED WITH THIS COORDINATION, MEASURES

REQUIRED BY THE UTILITY COMPANY, AND COSTS INVOICED BY THE UTILITY COMPANY

FOR WORK PERFORMED BY THEM SHALL BE CONSIDERED INCIDENTAL TO THE

CONTRACT.

E. COORDINATE WITH THE UTILITY OWNER, SHOULD THE CONTRACTOR'S EXCAVATION

ACTIVITIES REQUIRE SHORING AND BRACING OF EXISTING UTILITY POLES. VIRGINIA

POWER SHALL BE NOTIFIED TEN (10) WORKING DAYS BEFORE ANTICIPATED SHORING

AND BRACING ACTIVITIES COMMENCE. ALL SHORING AND BRACING ACTIVITIES SHALL BE

ACCOMPLISHED BY VIRGINIA POWER PERSONNEL AT CONTRACTOR'S EXPENSE.

14. DIMENSIONS TO BUILDINGS AND WALLS ARE TO FACE OF BUILDING.

15. ALL AREAS WITHIN THE PROJECT LIMITS THAT ARE NOT OCCUPIED BY BUILDINGS, PAVING, OR

OTHER HARD SURFACES SHALL BE STABILIZED AND SEEDED IF DISTURBED. THERE SHALL BE

NO DISTURBANCE OUTSIDE OF THE PROJECT LIMITS.

16. ALL GRADING SHALL BE TRANSITIONED AT A CONSTANT SLOPE BETWEEN NEW GRADES AND

NEW TO EXISTING GRADES, UNLESS SPECIFICALLY NOTED OTHERWISE.

17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS.

MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. USE SILT

FENCES (OR OTHER METHODS APPROVED BY THE ENGINEER) AS REQUIRED TO PREVENT SILT

AND CONSTRUCTION DEBRIS FROM FLOWING OFFSITE. COMPLY WITH ALL APPLICABLE

FEDERAL, STATE, OR LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES.

REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT

DRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH

TO PREVENT EROSION. CONTACT DEQ INSPECTOR FOR APPROVAL PRIOR TO REMOVING ESC

DEVICES.

18. ALL MATERIALS USED FOR BACKFILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS, OR ANY OTHER NON-COMPATIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO

INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE.

19. CONSTRUCTION JOINTS SHALL BE USED AT THE END OF EACH DAY'S PLACING OPERATION AND

WHEN CONCRETE PLACEMENT IS INTERRUPTED FOR 30 MINUTES OR LONGER.

20. TRAFFIC CONTROLS WITHIN THE ROADWAY SHALL BE IN COMPLIANCE WITH STANDARDS OF

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

21. TRAFFIC CONTROL WITHIN ALL VEHICULAR AREAS SHALL BE IN CONFORMANCE WITH THE

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

22. FIELD VERIFY THE ACTUAL AND EXACT LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY

EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE ON THIS

PROJECT. THE RELOCATION OF ANY UTILITY SERVICES REQUIRED TO COMPLETE ANY

PORTION OF THESE CONSTRUCTION PLANS SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

23. PRIOR TO CONSTRUCTION OR EXCAVATION, LOCATE ANY UNDERGROUND UTILITIES (PUBLIC

OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF CONSTRUCTION AND THAT

ARE NOT SHOWN ON THESE PLANS. BEFORE DIGGING, CALL "MISS UTILITY" OF VIRGINIA AT 811

OR 1-800-552-7001. DAMAGES WILL BE AT THE EXPENSE OF THE CONTRACTOR. THESE

INCLUDE BUT ARE NOT LIMITED TO ELECTRIC, SEWER, WATER, TELEPHONE, CABLE

TELEVISION, ETC. REPAIR OR REPLACE, AS DIRECTED BY THE OWNER, AT CONTRACTOR'S

EXPENSE ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. ANY TEMPORARY

REMOVAL AND REINSTALLATION OF EXISTING STREET LIGHTS SHALL BE COORDINATED WITH

DOMINION VIRGINIA POWER AND SHALL BE AT CONTRACTOR'S EXPENSE. DOMINION VIRGINIA

POWER MAY REQUIRE SIGNIFICANT ADVANCE NOTICE FOR SCHEDULING WORK.

24. VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION OR

CONSTRUCTION WORK. CONTACT ALL POTENTIAL UTILITY OWNERS PRIOR TO EXCAVATION.

WHERE CONFLICTS EXIST, BASED ON FIELD VERIFICATION, WHICH MAY ADVERSELY AFFECT

THE NEW WORK, THE OWNER IS TO BE NOTIFIED PRIOR TO ANY CONSTRUCTION WORK.

NOTIFY THE ENGINEER IMMEDIATELY IF THE UTILITY IS NOT LOCATED AS SHOWN ON THE PLAN.

25. COORDINATE VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION OF CROSSED UTILITIES

PRIOR TO EXCAVATION FOR THE CROSSING. COORDINATE WITH THE ENGINEER ANY

REQUIRED CHANGES IN THE DESIGN DUE TO UTILITY CONFLICTS.

26. UNLESS OTHERWISE NOTED, ALL EXISTING UTILITIES SHALL REMAIN IN PLACE. PROTECT ALL

EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ALL DAMAGE TO EXISTING

UTILITIES (INCLUDING BUT NOT LIMITED TO WATER, SEWER, GAS, ELECTRIC, TELEPHONE,

STORM SEWERS, ETC.) SHALL BE REPAIRED TO THE SATISFACTION OF THE AFFECTED UTILITY

OWNER AND VAMC ENGINEERING. ALL COSTS FOR ANY DAMAGE REPAIR WORK SHALL BE

BORNE SOLELY BY THE CONTRACTOR.

27. COORDINATE THE RELOCATION OR ADJUSTMENT OF ANY UTILITIES (POWER POLES,

TELEPHONE PEDESTALS, GUY WIRES, WATER METER, ETC.) WITH UTILITY OWNER AS A RESULT

OF INTERFERENCE WITH PROPOSED CONSTRUCTION.

28. HAND EXCAVATE WITHIN TWO FEET OF EXISTING UTILITIES.

29. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND.

30. ALL EXISTING UTILITY LINES NOT SHOWN TO BE DEMOLISHED MUST BE PROTECTED AND

MAINTAINED DURING CONSTRUCTION.

31. MAINTAIN ACCESS TO ALL EXISTING FIRE HYDRANTS THROUGHOUT DEMOLITION AND

CONSTRUCTION.

32. CLEAN ALL STORM PIPES AND STORM STRUCTURES AFTER CONSTRUCTION AND DISPOSE OF

MATERIAL IN A LAWFUL MANNER.

33. AT THE END OF EACH DAY, DRAINAGE FACILITIES DISTURBED BY CONSTRUCTION, INCLUDING

ROADSIDE SWALES AND DITCHES, MUST BE RESTORED. RESUME THE OPERATION OF THE

DRAINAGE SYSTEM DURING THE DAY PRIOR TO A RAINFALL EVENT.

34. PROVIDE TEMPORARY DRAINAGE AS REQUIRED DURING CONSTRUCTION.

35. TOPSOIL, SEED AND FERTILIZE ALL AREAS WITHIN THE PROJECT LIMITS NOT OCCUPIED BY

STRUCTURES, PAVEMENT, OR SIDEWALKS, AND NOT DESIGNATED TO BE SODDED OR

LANDSCAPED. UNLESS OTHERWISE NOTED, ALL DENUDED AREAS SHALL BE STABILIZED

WITHIN 7 DAYS IF THEY WILL REMAIN DORMANT FOR MORE THAN 14 DAYS. PLEASE REFER TO

MINIMUM STANDARD 1.

36. THIS PROJECT INVOLVES WORK INCLUDED IN BID ALTERNATES, AS DESCRIBED IN

SPECIFICATION SECTION 01 00 00, “BID ITEMS”. REFER TO SPECIFICATIONS FOR DESCRIPTIONS

OF ALL BID ALTERNATES, WHICH MAY ELIMINATE OR REPLACE WORK INCLUDED IN THE BASE

BID. THESE DRAWINGS MAY ALSO INCLUDE ADDITIONAL NOTES WHERE REQUIRED TO

ADEQUATELY IDENTIFY BID ALTERNATES.

37. UNDERGROUND STEAM AND CONDENSATE PIPING REQUIRES A CATHODIC PROTECTION

SYSTEM AS SPECIFIED IN SECTION 26 42 00, “CATHODIC PROTECTION".

38. EFFLUENT FROM DEWATERING PRACTICES MUST BE FILTERED THROUGH A SEDIMENT

TRAPPING DEVICE. UTILIZE A SILT FENCE, PER DETAIL "SF". MAINTANENCE REQUIREMENTS TO

FOLLOW "MAINTENANCE NOTE 1 & 2" ON SHEET CE101

GENERAL NOTES

BUILDING

ASPHALT PAVEMENT

CONCRETE PAVEMENT

GRAVEL

TRAVERSE LINE

CONTOUR

℄ DITCH

TOE OF SLOPE

TOP OF BANK

BRICK PAVERS

TRAVERSE POINT

BENCHMARK

SPOT ELEVATION

FENCE

UNDERGROUND ELECTRIC

STORM DRAIN

SANITARY SEWER

WATER LINE

NATURAL GAS LINE

SANITARY SEWER FORCE MAIN

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

WATER VALVE

GAS VALVE

DROP INLET

CURB INLET

STORM DRAIN MANHOLE

COMMUNICATION PEDESTAL

COMMUNICATION MANHOLE

BOLLARD/POST

SIGN

TREE

LIGHT POLE

ABBREVIATIONS

CI CURB INLET

DI DROP INLET

E EAST, EASTING

EG EXISTING GAS

EHH ELECTRICAL HANDHOLE

ELEC ELECTRIC

ELEV ELEVATION

EOI END OF INFORMATION

ESFM EXISTING SANITARY SEWER FORCE MAIN

EUC EXISTING UNDERGROUND COMMUNICATION

EUE EXISTING UNDERGROUND ELECTRIC

EW EXISTING WATER

FFE FINISH FLOOR ELEVATION

FL FLOW LINE

FOHB FIBER OPTIC HANDHOLE BOX

GV GAS VALVE

INV INVERT

LP LIGHT POLE

MG MATCH GRADE

MH MANHOLE

N NORTH, NORTHING

PVC POLYVINYL CHLORIDE

QL C QUALITY LEVEL C

RCP REINFORCE CONCRETE PIPE

SAN SANITARY SEWER

SCO SANITARY SEWER CLEANOUT

SDCO STORM DRAIN CLEANOUT

SDMH STORM DRAIN MANHOLE

SF SILT FENCE

SMH SANITARY SEWER MANHOLE

TC TOP OF CURB

TOB TOP OF BANK

TOS TOP OF SLOPE

TYP TYPICAL

UNK UNKNOWN

WV WATER VALVE

LEGEND

POLE

EXISTING PROPOSED

G G

REMOVE TO THIS POINT

CONNECT TO EXISTING

SILT FENCE

CURB AND GUTTER

PROJECT LIMITS

TREE PROTECTION

IP

INLET PROTECTION

REMOVE / DEMOLISH

BORING LOCATION

SD

ROOF DRAIN

RD

UNDERGROUND COMMUNICATION

NOTES, LEGEND & ABBREVIATIONS

C001

AutoCAD SHX Text TOPOGRAPHIC SURVEY NOTES 1. THIS SURVEY IS FOR THE MCGUIRE VETERANS HOSPITAL IN RICHMOND, VA PROJECT AND WAS PREPARED BY MIDATLANTIC SURVEYING AND LAND DESIGN, INC., SEPTEMBER 14, 2018. 2. THE EXISTENCE, SIZE AND/OR LOCATION OF UTILITIES ARE NOT GUARANTEED BY THIS SURVEY, UTILITIES SHOWN ARE BASED ON ABOVE GROUND STRUCTURES, AVAILABLE UTILITY PLANS AND AS MARKED BY ACCUMARK, INC ON SEPTEMBER 10, 2018. SEE GENERAL UTILITY NOTES. UTILITIES MARKED AS "APPROXIMATE" HAVE BEEN SCALED IN ACCORDING TO BEST FITS FROM AVAILABLE UTILITY RECORDS 3. ELEVATIONS ARE IN U.S. SURVEY FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD) 1988 AND ARE BASED ON CITY OF RICHMOND CONTROL MONUMENT 681 ELEVATION 192.76' NAVD88. 4. TEMPORARY BENCHMARK (TBM) CHART TBM# DESC. ELEV. DESC. ELEV. ELEV. BENCHMARK "C" 176.32' 176.32' 5. COORDINATES SHOWN REFER TO VIRGINIA STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/94 HARN) AND WERE ESTABLISHED UTILIZING GPS AND CONVENTIONAL EQUIPMENT. 6. THIS SURVEY IS NOT A BOUNDARY SURVEY OR SUBDIVISION OF LAND. RIGHT OF WAY LINES SHOWN ARE FOR INFORMATION ONLY AND ARE BASED ON RECORDED PLATS AND MONUMENTS FOUND.

AutoCAD SHX Text GENERAL UTILITY NOTES DATE OF SUBMITTAL: 09/10/2018 ACCUMARK, INC. PERFORMED AN UNDERGROUND UTILITY DESIGNATION EFFORT IN 08/2018 WITHIN THE PROJECT LIMITS SPECIFIED BY THE CLIENT. ACCUMARK, INC, DOES NOT GUARANTEE THAT UTILITIES SHOWN COMPRISE ALL UTILITIES WITHIN THE PROJECT LIMITS PROVIDED BY THE CLIENT FIELD DESIGNATING AND MARKING PERFORMED BY ACCUMARK, INC. IN ACCORDANCE WITH QUALITY LEVEL B STANDARDS UNLESS OTHERWISE NOTED HEREON AS QUALITY LEVELS C OR D. QUALITY CONTROL / QUALITY ASSURANCE REVIEW PERFORMED BY MIKE TAYLOR, L.S. THE UTILITY SIZES SHOWN HEREIN ARE BASED ON INFORMATION PROVIDED BY THE UTILITY COMPANY'S OWNER, BY RECORDS PROVIDED BY THE CLIENT, BY VERBAL INFORMATION OR BY OBSERVED VISUAL EVIDENCE. SURVEYED LOCATIONS OF DESIGNATED UTILITIES MAY NOT REPRESENT THE EXACT CENTERLINE OF THE UTILITY. TEST HOLES WILL BE NECESSARY TO IDENTIFY THE EXACT CENTERLINE. AT THE TIME OF UTILITY FILE SUBMITTAL NO TOPOGRAPHIC BASE MAPPING HAS BEEN PROVIDED TO ACCUMARK. ACCUMARK RESERVES THE RIGHT TO REVIEW THE UTILITY FILE AND MAKE ANY APPROPRIATE REVISIONS ONCE A BASE MAPPING FILE HAS BEEN RECEIVED.

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

TPED

AutoCAD SHX Text

COMM MH

AutoCAD SHX Text

EUE

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

ES

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

EW

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

DI

AutoCAD SHX Text

EG

AutoCAD SHX Text

2" PL

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SMH

AutoCAD SHX Text

SCO

AutoCAD SHX Text

WV

AutoCAD SHX Text

LP

AutoCAD SHX Text

LP

AutoCAD SHX Text

GV

AutoCAD SHX Text

CI

AutoCAD SHX Text N 19°19'47" E

AutoCAD SHX Text 150.00'

AutoCAD SHX Text

24" OAK

AutoCAD SHX Text 15.0

AutoCAD SHX Text

TOS

AutoCAD SHX Text

TOB

AutoCAD SHX Text

PAVERS

AutoCAD SHX Text

ESFM

AutoCAD SHX Text

4" DI

AutoCAD SHX Text

7' CHAIN LINK FENCE

AutoCAD SHX Text

BM-1

AutoCAD SHX Text Spell checked by TWEAVER on 03/11/2019 8:09am

AutoCAD SHX Text B-1

AutoCAD SHX Text

IP

IP

TP

IP

C

E

TP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT POLYTRAUMA

INTEGRATIVE REHABILITATION

CLINIC

RICHMOND, VA

652-320

Project Director

05-22-2019

Revisions: Date:

440 Martin Luther King Jr. Blvd

Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

F

05/22/2019 DEQ COMMENTS1

CTA TAW/CBK

07/13/2019 DEQ COMMENTS2

80'40'20'10'0

1"=20'

GRAPHIC SCALE

CONSTRUCTION NOTES#

1. STAGING / STOCKPIILE AREA

EROSION AND SEDIMENT CONTROL NARRATIVE

PROJECT DESCRIPTION

THE PROJECT SCOPE INCLUDES REMOVING EXISTING SHEDS AND GREENHOUSE,

AND BUILDING A POLYTRAUMA INTEGRATIVE REHABILITATION CLINIC BUILDING ON

THE SITE. THE BUILDING'S USE WILL COMPLEMENT THAT OF THE EXISTING

BUILDING 514 TO THE SOUTH.

EXISTING SITE CONDITIONS

THE EXISTING SITE IS RELATIVELY FLAT AND CLEARED WITH SPARSE VEGETATION.

THE SITE CONSISTS OF A GREENHOUSE, SHEDS, PORTABLE CONEX OFFICE

TRAILERS, WITH MULTIPLE UTILITIES RUNNING THROUGH THE SITE. THE SITE

GENERALLY DRAINS TO THE NORTHEAST TO AN EXISTING PARKING LOT AT AN

AVERAGE SLOPE OF 2%.

ADJACENT PROPERTY

THE SITE IS LOCATED ON THE CAMPUS OF THE HUNTER HOLMES MCGUIRE

VETERANS AFFAIRS MEDICAL CENTER, EAST OF THE MAIN BUILDING AND JUST

NORTH OF BUILDING 514. THE PROJECT LIMITS INCLUDE APPROXIMATELY 1.25

ACRES OF LAND DISTURBANCE.

OFF-SITE AREAS

OFF SITE DISTURBANCE IS NOT ANTICIPATED FOR THIS PROJECT. IF OFFSITE

AREAS ARE TO BE UTILIZED, CONTACT THE DEQ INSPECTOR PRIOR TO USE.

SOILS

A GEOTECHNICAL REPORT FOR THE PROJECT SITE WAS PREPARED BY FROEHLING

& ROBERTSON, INC, DATED SEPTEMBER 2018. SITE SOILS GENERALLY CONSIST OF

FILL MATERIAL AND ALLUVIAL SOIL GENERALLY DESCRIBED AS SAND, CLAY, SILTY

CLAY, CLAYEY SILT AND SILT. GROUNDWATER WAS MEASURED TO BE 16.5 TO 33.8

FEET BELOW THE EXISTING GROUND SURFACE.

CRITICAL EROSION AREAS

THERE ARE NO KNOWN CRITICAL EROSION AREAS. THE SITE IS CLEARED WITH

MILD SLOPES.

EROSION AND SEDIMENT CONTROL MEASURES

ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND

MAINTAINED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE

EROSION AND SEDIMENT CONTROL HANDBOOK.

STRUCTURAL PRACTICES

CONSTRUCTION ENTRANCE-SPECIFICATION 3.02

A TEMPORARY CONSTRUCTION ENTRANCE WILL BE PLACED NEAR THE PARKING

LOT ACCESS TO THE SITE.

SILT FENCE-SPECIFICATION 3.05

SILT FENCE IS PLACED AROUND THE PERIMETER OF THE SITE AND IS INSTALLED

GENERALLY DOWNSLOPE OF AREAS WITH FLAT GRADES TO FILTER

SEDIMENT-LADEN RUNOFF.

STORM DRAIN INLET PROTECTION - SPECIFICATION 3.07

INLET PROTECTION WILL BE SILT FENCE OR BLOCK AND GRAVEL FILTERS LOCATED

AROUND ALL DROP INLETS.

TREE PROTECTION - SPECIFICATION 3.38

TREE PROTECTION FENCE WILL BE PLACED AROUND EXISTING TREES TO REMAIN

WITHIN THE SITE. THESE AREAS ARE TO REMAIN UNDISTURBED DURING

CONSTRUCTION AND SHALL BE PROTECTED FROM SOIL COMPACTION AND

DAMAGE FROM EQUIPMENT.

VEGETATIVE PRACTICES

TOPSOILING-SPECIFICATION 3.30

TOPSOIL MAY BE EXTRACTED AND STOCKPILED ON THE SITE FOR USE DURING

GRADING OF LANDSCAPED AREAS. STOCK-PILED AREAS WILL BE STABILIZED WITH

SILT FENCE AND TEMPORARY SEEDING WITHIN 7 DAYS IF IT WILL REMAIN

DORMANT FOR MORE THAN 14 DAYS.

TEMPORARY SEEDING-SPECIFICATION 3.31

SOME AREAS NOT SCHEDULED FOR PAVING WILL BE LEFT DORMANT. THESE

AREAS WILL BE TEMPORARILY SEEDED TO PROTECT AGAINST EROSION UNTIL

SUCH AREAS ARE TO BE FINISH GRADED. FOR THESE EXTENDED PERIODS A

FAST-GERMINATING SEED WILL BE USED TO PROTECT THESE AREAS AND ACT TO

PREVENT RELEASE OF SEDIMENT INTO AREAS OF POROUS PAVEMENT.

PERMANENT SEEDING-SPECIFICATION 3.32

PERMANENT SEEDING MAY BE USED IN PLACE OF TEMPORARY SEEDING FOR ANY

AREAS AT FINISH GRADE THAT WILL NOT BE DISTURBED LATER IN CONSTRUCTION.

DUST CONTROL-SPECIFICATION 3.39

WATER, MULCHING, VEGETATION, BLANKETS AND LINERS, PAVING AND STONE, OR

CHEMICAL ADHESIVES WILL BE USED TO CONTROL DUST FROM THE PROJECT SITE

DURING LARGE SCALE GRADING OPERATIONS.

MANAGEMENT STRATEGIES

1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS BEGIN

AND END AS QUICKLY AS POSSIBLE.

2. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED INITIALLY AND WILL BE

SEEDED AND MULCHED AFTER INSTALLATION.

3. TEMPORARY SEEDING OR OTHER STABILIZATION MEASURES WILL START

IMMEDIATELY AFTER GRADING FOR THOSE AREAS NOT AT FINISHED GRADE.

TEMPORARY SEEDING WILL CONFORM TO THE EROSION AND SEDIMENT CONTROL

HANDBOOK.

4. PERMANENT SEEDING WILL BE APPLIED TO THOSE AREAS AT FINISH GRADE.

PERMANENT SEEDING WILL CONFORM TO THE EROSION AND SEDIMENT CONTROL

HANDBOOK.

5. THE SITE PERSONNEL RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL

WILL BE RESPONSIBLE FOR THE PROPER INSTALLATION AND MAINTENANCE OF ALL

MEASURES. THIS INDIVIDUAL WILL BE RESPONSIBLE FOR FOLLOWING AND

MAINTAINING THE SWPPP.

6. AFTER STABILIZATION OF THE SITE, TEMPORARY EROSION AND SEDIMENT

CONTROL MEASURES WILL BE CLEANED OF SEDIMENTS, REMOVED, AND THE SITE

RESTORED AT THE DISCRETION OF THE SITE INSPECTOR AND THE SITE

PERSONNEL RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL. CONTACT

DEQ INSPECTOR FOR APPROVAL PRIOR TO REMOVING ESC DEVICES.

MAINTENANCE

1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY

AND SPECIFICALLY FOLLOWING EACH RAINFALL-RUNOFF PRODUCING EVENT.

2. SILT FENCE WILL BE CHECKED REGULARLY FOR DETERIORATION OF THE

FABRIC AND UNDERMINING. REMOVE SEDIMENT WHEN IT REACHES HALF THE

HEIGHT OF THE BARRIER.

3. THE ACTING ENGINEERING CHIEF WILL BE IN CHARGE OF MAINTAINING THE

PERMANENT STORMWATER FACILITIES.

EXISTING CONDITIONS AND EROSION CONTROL

PLAN

CE101

AutoCAD SHX Text N/F UNITED STATES OF AMERICA 1201 BROAD ROCK BLVD (D.B. 308, PG. 63) PIN: C0090088010

AutoCAD SHX Text

GV

AutoCAD SHX Text

GTS

AutoCAD SHX Text

GV

AutoCAD SHX Text

GTS

AutoCAD SHX Text

GTS

AutoCAD SHX Text

1" CONDUIT

AutoCAD SHX Text

TC177.94

AutoCAD SHX Text

TC178.08

AutoCAD SHX Text

TC178.66

AutoCAD SHX Text

TC178.37

AutoCAD SHX Text

TC177.85

AutoCAD SHX Text

TC177.40

AutoCAD SHX Text

TC177.10

AutoCAD SHX Text

TC177.08

AutoCAD SHX Text

TC177.40

AutoCAD SHX Text

TC177.57

AutoCAD SHX Text

TC177.69

AutoCAD SHX Text

TC177.75

AutoCAD SHX Text

TC177.47

AutoCAD SHX Text

TC177.44

AutoCAD SHX Text

TC176.42

AutoCAD SHX Text

TC175.75

AutoCAD SHX Text

TC176.29

AutoCAD SHX Text

TC176.24

AutoCAD SHX Text

TC176.54

AutoCAD SHX Text

TC177.19

AutoCAD SHX Text

TC176.94

AutoCAD SHX Text

TC176.67

AutoCAD SHX Text

TC177.12

AutoCAD SHX Text

TC177.13

AutoCAD SHX Text

TC177.10

AutoCAD SHX Text

TC178.12

AutoCAD SHX Text

TC178.19

AutoCAD SHX Text

TC177.80

AutoCAD SHX Text

TC176.35

AutoCAD SHX Text

TC176.40

AutoCAD SHX Text

TC176.41

AutoCAD SHX Text

TC176.21

AutoCAD SHX Text

TC176.21

AutoCAD SHX Text

TC176.21

AutoCAD SHX Text

EHH

AutoCAD SHX Text

LP

AutoCAD SHX Text

LP

AutoCAD SHX Text

LP

AutoCAD SHX Text

LP

AutoCAD SHX Text

LP

AutoCAD SHX Text 177.06

AutoCAD SHX Text 175.40

AutoCAD SHX Text 175.34

AutoCAD SHX Text 175.33

AutoCAD SHX Text 175.40

AutoCAD SHX Text 177.42

AutoCAD SHX Text 177.30

AutoCAD SHX Text 177.57

AutoCAD SHX Text 176.86

AutoCAD SHX Text 176.72

AutoCAD SHX Text 176.66

AutoCAD SHX Text 176.61

AutoCAD SHX Text 177.07

AutoCAD SHX Text 177.37

AutoCAD SHX Text 177.33

AutoCAD SHX Text 177.44

AutoCAD SHX Text 177.26

AutoCAD SHX Text 177.13

AutoCAD SHX Text 176.90

AutoCAD SHX Text 176.84

AutoCAD SHX Text 176.73

AutoCAD SHX Text 181.93

AutoCAD SHX Text 181.75

AutoCAD SHX Text 181.30

AutoCAD SHX Text 181.30

AutoCAD SHX Text 181.60

AutoCAD SHX Text 181.83

AutoCAD SHX Text 182.51

AutoCAD SHX Text 182.40

AutoCAD SHX Text 182.16

AutoCAD SHX Text 181.90

AutoCAD SHX Text 181.99

AutoCAD SHX Text 181.24

AutoCAD SHX Text 180.54

AutoCAD SHX Text 179.50

AutoCAD SHX Text 179.22

AutoCAD SHX Text 183.12

AutoCAD SHX Text 182.54

AutoCAD SHX Text 182.12

AutoCAD SHX Text 181.77

AutoCAD SHX Text 181.59

AutoCAD SHX Text 181.26

AutoCAD SHX Text 181.18

AutoCAD SHX Text 181.10

AutoCAD SHX Text 180.05

AutoCAD SHX Text 179.19

AutoCAD SHX Text 179.08

AutoCAD SHX Text 179.12

AutoCAD SHX Text 183.07

AutoCAD SHX Text 182.49

AutoCAD SHX Text 182.24

AutoCAD SHX Text 181.46

AutoCAD SHX Text 181.93

AutoCAD SHX Text 182.34

AutoCAD SHX Text 181.88

AutoCAD SHX Text 181.89

AutoCAD SHX Text 182.11

AutoCAD SHX Text

RR179.6

AutoCAD SHX Text

RR177.9

AutoCAD SHX Text

CMMH

AutoCAD SHX Text

TPED

AutoCAD SHX Text 182.7

AutoCAD SHX Text 181.8

AutoCAD SHX Text 181.8

AutoCAD SHX Text 180.4

AutoCAD SHX Text 180.5

AutoCAD SHX Text 179.9

AutoCAD SHX Text 179.8

AutoCAD SHX Text 179.5

AutoCAD SHX Text 179.6

AutoCAD SHX Text 179.2

AutoCAD SHX Text 179.1

AutoCAD SHX Text 179.1

AutoCAD SHX Text 179.0

AutoCAD SHX Text 178.2

AutoCAD SHX Text 180.3

AutoCAD SHX Text 180.0

AutoCAD SHX Text 182.2

AutoCAD SHX Text 180.9

AutoCAD SHX Text 180.0

AutoCAD SHX Text 179.3

AutoCAD SHX Text 179.2

AutoCAD SHX Text 178.7

AutoCAD SHX Text 179.6

AutoCAD SHX Text 180.0

AutoCAD SHX Text 180.9

AutoCAD SHX Text 181.6

AutoCAD SHX Text 180.3

AutoCAD SHX Text 179.3

AutoCAD SHX Text 178.9

AutoCAD SHX Text 178.9

AutoCAD SHX Text 179.4

AutoCAD SHX Text 180.7

AutoCAD SHX Text 180.9

AutoCAD SHX Text 180.7

AutoCAD SHX Text 179.9

AutoCAD SHX Text 179.5

AutoCAD SHX Text 179.0

AutoCAD SHX Text 179.4

AutoCAD SHX Text 180.4

AutoCAD SHX Text 179.4

AutoCAD SHX Text 178.8

AutoCAD SHX Text 178.9

AutoCAD SHX Text 179.7

AutoCAD SHX Text 179.4

AutoCAD SHX Text 179.0

AutoCAD SHX Text 179.1

AutoCAD SHX Text 179.3

AutoCAD SHX Text 179.3

AutoCAD SHX Text 178.8

AutoCAD SHX Text 178.8

AutoCAD SHX Text 178.6

AutoCAD SHX Text 178.6

AutoCAD SHX Text 181.8

AutoCAD SHX Text 181.8

AutoCAD SHX Text 181.4

AutoCAD SHX Text 180.7

AutoCAD SHX Text 181.6

AutoCAD SHX Text 181.7

AutoCAD SHX Text 180.4

AutoCAD SHX Text 179.8

AutoCAD SHX Text 179.8

AutoCAD SHX Text 180.5

AutoCAD SHX Text 181.4

AutoCAD SHX Text 181.9

AutoCAD SHX Text 180.3

AutoCAD SHX Text 179.9

AutoCAD SHX Text 179.9

AutoCAD SHX Text 180.2

AutoCAD SHX Text 181.1

AutoCAD SHX Text 180.4

AutoCAD SHX Text 179.8

AutoCAD SHX Text 179.5

AutoCAD SHX Text 180.4

AutoCAD SHX Text 181.0

AutoCAD SHX Text 180.8

AutoCAD SHX Text 179.3

AutoCAD SHX Text 179.0

AutoCAD SHX Text 179.4

AutoCAD SHX Text 180.0

AutoCAD SHX Text 181.6

AutoCAD SHX Text 181.6

AutoCAD SHX Text 182.4

AutoCAD SHX Text 182.2

AutoCAD SHX Text 182.5

AutoCAD SHX Text 178.7

AutoCAD SHX Text 178.5

AutoCAD SHX Text 178.5

AutoCAD SHX Text 178.1

AutoCAD SHX Text 178.4

AutoCAD SHX Text 178.5

AutoCAD SHX Text 180.3

AutoCAD SHX Text 178.3

AutoCAD SHX Text 178.2

AutoCAD SHX Text 182.2

AutoCAD SHX Text 181.6

AutoCAD SHX Text 181.7

AutoCAD SHX Text 181.5

AutoCAD SHX Text 181.3

AutoCAD SHX Text 181.2

AutoCAD SHX Text 181.4

AutoCAD SHX Text 181.1

AutoCAD SHX Text 181.0

AutoCAD SHX Text 179.2

AutoCAD SHX Text 179.4

AutoCAD SHX Text 179.9

AutoCAD SHX Text 179.4

AutoCAD SHX Text 179.5

AutoCAD SHX Text 178.4

AutoCAD SHX Text 178.6

AutoCAD SHX Text 178.5

AutoCAD SHX Text 178.4

AutoCAD SHX Text 178.1

AutoCAD SHX Text 178.6

AutoCAD SHX Text 177.9

AutoCAD SHX Text 177.9

AutoCAD SHX Text 177.8

AutoCAD SHX Text 177.5

AutoCAD SHX Text 178.0

AutoCAD SHX Text 177.6

AutoCAD SHX Text 177.2

AutoCAD SHX Text 177.3

AutoCAD SHX Text 177.8

AutoCAD SHX Text 177.9

AutoCAD SHX Text 177.5

AutoCAD SHX Text 178.6

AutoCAD SHX Text 178.8

AutoCAD SHX Text 178.5

AutoCAD SHX Text 178.8

AutoCAD SHX Text 178.5

AutoCAD SHX Text 179.1

AutoCAD SHX Text 178.5

AutoCAD SHX Text 178.0

AutoCAD SHX Text 182.0

AutoCAD SHX Text 181.0

AutoCAD SHX Text 180.5

AutoCAD SHX Text 179.2

AutoCAD SHX Text 181.2

AutoCAD SHX Text 179.1

AutoCAD SHX Text 179.0

AutoCAD SHX Text 179.1

AutoCAD SHX Text 179.1

AutoCAD SHX Text 179.4

AutoCAD SHX Text 178.9

AutoCAD SHX Text 181.3

AutoCAD SHX Text 181.7

AutoCAD SHX Text 182.3

AutoCAD SHX Text 181.9

AutoCAD SHX Text 182.3

AutoCAD SHX Text 182.4

AutoCAD SHX Text 182.3

AutoCAD SHX Text 182.0

AutoCAD SHX Text 182.0

AutoCAD SHX Text 177.7

AutoCAD SHX Text 177.8

AutoCAD SHX Text 178.0

AutoCAD SHX Text 177.9

AutoCAD SHX Text 177.6

AutoCAD SHX Text 178.1

AutoCAD SHX Text 178.3

AutoCAD SHX Text 178.4

AutoCAD SHX Text 178.3

AutoCAD SHX Text 178.1

AutoCAD SHX Text 178.1

AutoCAD SHX Text 177.9

AutoCAD SHX Text 178.0

AutoCAD SHX Text 178.2

AutoCAD SHX Text 178.1

AutoCAD SHX Text 177.9

AutoCAD SHX Text 178.0

AutoCAD SHX Text 177.9

AutoCAD SHX Text 178.1

AutoCAD SHX Text 177.9

AutoCAD SHX Text 177.9

AutoCAD SHX Text 178.0

AutoCAD SHX Text 178.1

AutoCAD SHX Text 178.7

AutoCAD SHX Text 179.1

AutoCAD SHX Text 178.9

AutoCAD SHX Text 178.8

AutoCAD SHX Text 178.4

AutoCAD SHX Text 178.4

AutoCAD SHX Text 175.8

AutoCAD SHX Text 176.4

AutoCAD SHX Text 176.4

AutoCAD SHX Text 176.5

AutoCAD SHX Text 176.7

AutoCAD SHX Text 176.9

AutoCAD SHX Text 177.8

AutoCAD SHX Text 176.6

AutoCAD SHX Text 176.4

AutoCAD SHX Text 176.2

AutoCAD SHX Text 176.2

AutoCAD SHX Text 176.4

AutoCAD SHX Text 176.8

AutoCAD SHX Text 177.1

AutoCAD SHX Text 177.1

AutoCAD SHX Text 183.2

AutoCAD SHX Text 183.0

AutoCAD SHX Text 182.6

AutoCAD SHX Text 182.3

AutoCAD SHX Text 180.0

AutoCAD SHX Text 182.3

AutoCAD SHX Text 182.4

AutoCAD SHX Text 182.3

AutoCAD SHX Text 182.1

AutoCAD SHX Text 182.2

AutoCAD SHX Text 182.1

AutoCAD SHX Text 183.0

AutoCAD SHX Text 182.9

AutoCAD SHX Text 181.8

AutoCAD SHX Text 181.7

AutoCAD SHX Text 181.6

AutoCAD SHX Text 181.9

AutoCAD SHX Text 181.9

AutoCAD SHX Text 182.2

AutoCAD SHX Text 182.0

AutoCAD SHX Text 181.9

AutoCAD SHX Text 182.0

AutoCAD SHX Text 181.7

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

MULCH

AutoCAD SHX Text

MULCH

AutoCAD SHX Text

MULCH

AutoCAD SHX Text

MULCH

AutoCAD SHX Text 179.14

AutoCAD SHX Text 177.17

AutoCAD SHX Text 177.73

AutoCAD SHX Text 176.72

AutoCAD SHX Text 176.40

AutoCAD SHX Text 176.14

AutoCAD SHX Text 175.95

AutoCAD SHX Text 175.73

AutoCAD SHX Text 175.97

AutoCAD SHX Text 176.12

AutoCAD SHX Text 176.51

AutoCAD SHX Text 176.27

AutoCAD SHX Text 175.92

AutoCAD SHX Text 175.65

AutoCAD SHX Text 175.37

AutoCAD SHX Text 175.36

AutoCAD SHX Text 175.65

AutoCAD SHX Text 175.98

AutoCAD SHX Text 176.24

AutoCAD SHX Text 176.61

AutoCAD SHX Text 176.23

AutoCAD SHX Text 175.86

AutoCAD SHX Text 175.72

AutoCAD SHX Text 176.15

AutoCAD SHX Text 176.33

AutoCAD SHX Text 176.65

AutoCAD SHX Text 176.91

AutoCAD SHX Text 177.42

AutoCAD SHX Text 177.18

AutoCAD SHX Text 176.87

AutoCAD SHX Text 176.73

AutoCAD SHX Text 177.13

AutoCAD SHX Text 177.32

AutoCAD SHX Text 177.59

AutoCAD SHX Text 177.80

AutoCAD SHX Text 175.85

AutoCAD SHX Text 176.43

AutoCAD SHX Text 176.79

AutoCAD SHX Text 177.47

AutoCAD SHX Text 177.47

AutoCAD SHX Text 177.08

AutoCAD SHX Text 176.85

AutoCAD SHX Text 176.53

AutoCAD SHX Text 176.50

AutoCAD SHX Text 176.72

AutoCAD SHX Text 176.87

AutoCAD SHX Text 177.07

AutoCAD SHX Text 176.84

AutoCAD SHX Text 176.63

AutoCAD SHX Text 176.53

AutoCAD SHX Text 176.23

AutoCAD SHX Text 175.76

AutoCAD SHX Text 176.11

AutoCAD SHX Text 176.36

AutoCAD SHX Text 176.68

AutoCAD SHX Text 175.77

AutoCAD SHX Text 176.33

AutoCAD SHX Text 176.86

AutoCAD SHX Text 177.65

AutoCAD SHX Text 182.01

AutoCAD SHX Text 181.87

AutoCAD SHX Text 181.98

AutoCAD SHX Text

6" TREE

AutoCAD SHX Text

6" TREE

AutoCAD SHX Text

4" TREE

AutoCAD SHX Text

6" TREE

AutoCAD SHX Text

6" TREE

AutoCAD SHX Text

7" TREE

AutoCAD SHX Text

6" TREE

AutoCAD SHX Text

6" TREE

AutoCAD SHX Text

7" BEECH

AutoCAD SHX Text

15" GUM

AutoCAD SHX Text

12" MAPLE

AutoCAD SHX Text

20" OAK

AutoCAD SHX Text

12" PINE

AutoCAD SHX Text

STUMP

AutoCAD SHX Text

20" STUMP

AutoCAD SHX Text

STONE RETAINING WALL

AutoCAD SHX Text

BUILDING #514 ONE STORY BRICK BUILDING

AutoCAD SHX Text

FINISHED FLOOR=182.08' (SILL)

AutoCAD SHX Text

FINISHED FLOOR=181.85' (SILL)

AutoCAD SHX Text

FINISHED FLOOR=181.76' (SILL)

AutoCAD SHX Text

FINISHED FLOOR=181.82' (SILL)

AutoCAD SHX Text

F.F.=182.50' (SILL)

AutoCAD SHX Text

SHED, F.F.=182.76' (WOOD)

AutoCAD SHX Text

SHED, F.F.=182.84' (WOOD)

AutoCAD SHX Text

WOOD DECK & STEPS

AutoCAD SHX Text

H2O PVC

AutoCAD SHX Text

EXPOSED PVC WATER PIPE

AutoCAD SHX Text

WV

AutoCAD SHX Text T.O.N.=178.01'

AutoCAD SHX Text 176.64

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

DI

AutoCAD SHX Text

DI

AutoCAD SHX Text

CI

AutoCAD SHX Text

CI

AutoCAD SHX Text

CI

AutoCAD SHX Text

CI

AutoCAD SHX Text

8" PVC INV. =178.57'

AutoCAD SHX Text 183.07

AutoCAD SHX Text 180.70

AutoCAD SHX Text 180.12

AutoCAD SHX Text 180.04

AutoCAD SHX Text 179.67

AutoCAD SHX Text 178.91

AutoCAD SHX Text 179.68

AutoCAD SHX Text 178.69

AutoCAD SHX Text 178.52

AutoCAD SHX Text 178.17

AutoCAD SHX Text 177.69

AutoCAD SHX Text 177.32

AutoCAD SHX Text 177.19

AutoCAD SHX Text 177.25

AutoCAD SHX Text 177.47

AutoCAD SHX Text 174.52

AutoCAD SHX Text 174.51

AutoCAD SHX Text 175.04

AutoCAD SHX Text 174.99

AutoCAD SHX Text 176.65

AutoCAD SHX Text 176.60

AutoCAD SHX Text 178.11

AutoCAD SHX Text 177.80

AutoCAD SHX Text 177.28

AutoCAD SHX Text 176.85

AutoCAD SHX Text 176.54

AutoCAD SHX Text 176.49

AutoCAD SHX Text 176.80

AutoCAD SHX Text 177.00

AutoCAD SHX Text 177.07

AutoCAD SHX Text 177.25

AutoCAD SHX Text 177.41

AutoCAD SHX Text 177.67

AutoCAD SHX Text 177.87

AutoCAD SHX Text 178.04

AutoCAD SHX Text 178.07

AutoCAD SHX Text 176.93

AutoCAD SHX Text 176.09

AutoCAD SHX Text 175.38

AutoCAD SHX Text 178.42

AutoCAD SHX Text 182.91

AutoCAD SHX Text 181.95

AutoCAD SHX Text 180.17

AutoCAD SHX Text 180.09

AutoCAD SHX Text 179.32

AutoCAD SHX Text 179.17

AutoCAD SHX Text 178.22

AutoCAD SHX Text 178.77

AutoCAD SHX Text 177.60

AutoCAD SHX Text 177.77

AutoCAD SHX Text 177.86

AutoCAD SHX Text 177.84

AutoCAD SHX Text 177.85

AutoCAD SHX Text 177.82

AutoCAD SHX Text 177.95

AutoCAD SHX Text 178.14

AutoCAD SHX Text 178.16

AutoCAD SHX Text 178.29

AutoCAD SHX Text 176.54

AutoCAD SHX Text 176.86

AutoCAD SHX Text 177.00

AutoCAD SHX Text 177.81

AutoCAD SHX Text

SDCO

AutoCAD SHX Text

SDCO

AutoCAD SHX Text

SCO

AutoCAD SHX Text

SAN. PVC

AutoCAD SHX Text

EXPOSED PVC SANITARY LINE

AutoCAD SHX Text 178.9

AutoCAD SHX Text 178.9

AutoCAD SHX Text 182.3

AutoCAD SHX Text 181.8

AutoCAD SHX Text 182.1

AutoCAD SHX Text

TBM "C" ELEV. = 176.32'

AutoCAD SHX Text

FL174.32

AutoCAD SHX Text

FL174.28

AutoCAD SHX Text

FL174.70

AutoCAD SHX Text

FL174.69

AutoCAD SHX Text

FL176.37

AutoCAD SHX Text

FL176.44

AutoCAD SHX Text

FL176.43

AutoCAD SHX Text

FL177.42

AutoCAD SHX Text

FL177.62

AutoCAD SHX Text

FL178.14

AutoCAD SHX Text

FL177.84

AutoCAD SHX Text

FL177.32

AutoCAD SHX Text

FL176.87

AutoCAD SHX Text

FL176.57

AutoCAD SHX Text

FL176.53

AutoCAD SHX Text

FL176.86

AutoCAD SHX Text

FL177.03

AutoCAD SHX Text

FL177.15

AutoCAD SHX Text

FL177.26

AutoCAD SHX Text

FL177.45

AutoCAD SHX Text

FL176.95

AutoCAD SHX Text

FL175.94

AutoCAD SHX Text

FL175.27

AutoCAD SHX Text

FL175.90

AutoCAD SHX Text

FL175.80

AutoCAD SHX Text

FL176.07

AutoCAD SHX Text

FL176.73

AutoCAD SHX Text

FL176.54

AutoCAD SHX Text

FL176.29

AutoCAD SHX Text

FL176.64

AutoCAD SHX Text

FL176.68

AutoCAD SHX Text

FL176.65

AutoCAD SHX Text

FL178.16

AutoCAD SHX Text

FL177.70

AutoCAD SHX Text

FL177.27

AutoCAD SHX Text

FL175.91

AutoCAD SHX Text

FL175.92

AutoCAD SHX Text

FL175.88

AutoCAD SHX Text

FL175.75

AutoCAD SHX Text

FL175.75

AutoCAD SHX Text

FL175.64

AutoCAD SHX Text

24" OAK

AutoCAD SHX Text

24" OAK

AutoCAD SHX Text

26" OAK

AutoCAD SHX Text

GV

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

42" RCP

AutoCAD SHX Text

42" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

48" RCP

AutoCAD SHX Text SDMH RIM = 182.57' INV. (SE) 42" RCP = 173.38' INV. (S) 18" RCP = 173.84' INV. (NW) 42" RCP = 173.16'

AutoCAD SHX Text

DROP INLET RIM = 178.74' INV. (SE) 15" RCP = 173.25' INV. (NW) 6" PVC = 173.46'

AutoCAD SHX Text

DROP INLET RIM = 178.48' INV. (NE) 15" RCP = 171.92' INV. (NW) 15" RCP = 171.98'

AutoCAD SHX Text SDMH RIM = 178.00' INV. (NE) 48" RCP = 171.07' INV. (SW) 15" RCP = 171.76' INV. (NW) 42" RCP = 171.13'

AutoCAD SHX Text

CURB INLET/SDMH RIM = 177.08' INV. (NE) 15" RCP = 173.73'

AutoCAD SHX Text CURB INLET/SDMH RIM = 177.11' INV. (NE) 15" RCP = 173.58' INV. (SW) 15" RCP = 173.63'

AutoCAD SHX Text SDMH RIM = 176.72' INV. (SW) 15" RCP = INAC. STRUCTURE BOTTOM ELEVATION = 169.27'

AutoCAD SHX Text SDMH RIM = 175.68' INV. (NE) 24" RCP = 169.91' INV. (SW) 48" RCP = INAC. STRUCTURE BOTTOM ELEVATION = 169.83'

AutoCAD SHX Text CURB INLET/SDMH RIM = 175.39' INV. (SW) 24" RCP = 169.98' INV. (NW) 18" RCP = 170.07'

AutoCAD SHX Text

CURB INLET/SDMH RIM = 174.99' INV. (SE) 18" RCP = 170.80'

AutoCAD SHX Text

CURB INLET/SDMH RIM = 175.70' INV. (S) 15" RCP = 171.02'

AutoCAD SHX Text SDMH RIM = 190.13' INV. (SE) 42" RCP = 174.88' INV. (SW) 36" RCP = 175.77' INV. (NW) 42" RCP = 175.27'

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

DI

AutoCAD SHX Text DROP INLET RIM = 180.61' INV. (NW) 18" RCP = 175.31' STRUCTURE BOTTOM ELEVATION = 175.38'

AutoCAD SHX Text

BUILDING #514 ONE STORY BRICK BUILDING

AutoCAD SHX Text 30.7'

AutoCAD SHX Text 20.4'

AutoCAD SHX Text 10.0'

AutoCAD SHX Text 20.4'

AutoCAD SHX Text 30.6'

AutoCAD SHX Text 30.8'

AutoCAD SHX Text 20.4'

AutoCAD SHX Text 10.0'

AutoCAD SHX Text 20.4'

AutoCAD SHX Text 30.6'

AutoCAD SHX Text 9.8'

AutoCAD SHX Text 9.8'

AutoCAD SHX Text 32.0'

AutoCAD SHX Text 32.1'

AutoCAD SHX Text 8.0'

AutoCAD SHX Text 44.9'

AutoCAD SHX Text 7.9'

AutoCAD SHX Text 7.9'

AutoCAD SHX Text 44.9'

AutoCAD SHX Text 44.9'

AutoCAD SHX Text 44.9'

AutoCAD SHX Text 7.9'

AutoCAD SHX Text 8.0'

AutoCAD SHX Text 7.9'

AutoCAD SHX Text 7.9'

AutoCAD SHX Text 44.9'

AutoCAD SHX Text 44.9'

AutoCAD SHX Text 44.9'

AutoCAD SHX Text 8.0'

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EMERGENCY CALL STATION

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EMERGENCY CALL STATION

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H2O PVC

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SAN. PVC

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WOOD DECK & STEPS

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H2O PVC

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WOOD DECK & STEPS

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WOOD DECK & STEPS

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WOODEN RAMP

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H2O PVC

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8' STEEL FENCE

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8' STEEL FENCE

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8' STEEL FENCE

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8' STEEL FENCE

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8' STEEL FENCE

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HORSESHOE PITS

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PLANTER

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PLANTERS

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PLANTERS

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GREENHOUSE

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BOLLARD LIGHT (TYPICAL)

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WOODEN GAZEBO

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PATIO AREA

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PORTABLE CONEX OFFICE TRAILER (TYP.)

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ASPHALT

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ASPHALT PATCH

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT CUTS

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CONCRETE

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PAVERS

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PAVERS

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PAVERS

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PAVERS

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PAVERS

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GRASS

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FL176.38

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#1 "MAG-HUB" W/DISK N: 3,705,828.62' E: 11,783,666.02' ELEV: 177.52'

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#2 "MAG-HUB" W/ DISK N: 3,705,827.36' E: 11,783,556.45' ELEV: 179.43'

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#3 "MAG-HUB" W/DISK N: 3,705,962.92' E: 11,783,429.74' ELEV: 179.24'

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#17 "MAG-NAIL" W/DISK IN ASPHALT N: 3,705,672.67 E: 11,783,703.56 ELEV: 177.63

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ASPHALT

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ASPHALT

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CONCRETE

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CONCRETE

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#16 "MAG-NAIL" W/DISK IN CURB N: 3,706,100.43' E: 11,783,479.93' ELEV: 176.83'

AutoCAD SHX Text N 43°03'56" W 185.55'

AutoCAD SHX Text S 89°20'32" W 109.58'

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MULCH

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MULCH

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MULCH

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MULCH

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MULCH

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TEMPORARY CONSTRUCTION TRAILER

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WOODEN DECK AND STEPS

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WHEEL STOP (TYPICAL)

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SIGN (TYPICAL)

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EBOX

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EOI

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EOI

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EOI

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EOI

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EOI

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EOI

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EOI

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EOI

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EOI

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EOI

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EOI

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FOHB

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FOHB

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GV

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MANHOLE TOP = 177.83 INV (W) = 170.68 15" RCP INV (N) = 170.63 15" RCP

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MANHOLE TOP = 177.97 INV (S) = 170.32 18" RCP INV (N) = 170.27 18" RCP

AutoCAD SHX Text MANHOLE TOP = 177.79 INV (S)=170.04 18" RCP INV (W)=170.09 15" METAL INV (SW)=171.59 4" METAL INV (N)=170.04 18" RCP

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SAN (PLANS)

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MULTISTORY METAL BUILDING FFE = 178.95±

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MH

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MH

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(PLANS)

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(PLANS)

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(PLANS)

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(PLANS)

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8"GAS(PLANS)

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FH

AutoCAD SHX Text Spell checked by TWEAVER on 01/15/2019 10:57am

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT POLYTRAUMA

INTEGRATIVE REHABILITATION

CLINIC

RICHMOND, VA

652-320

Project Director

05-22-2019

Revisions: Date:

440 Martin Luther King Jr. Blvd

Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

F

05/22/2019 DEQ COMMENTS1

CTA TAW/CBK

07/13/2019 DEQ COMMENTS2

THESE PLANS HAVE BEEN CHECKED TO

ENSURE INCLUSION OF EROSION AND

SEDIMENT CONTROL MEASURES

APPROPRIATE FOR THE PROJECT AND

HAVE BEEN APPROVED.

PW ENGINEERING E&S

ADMINISTRATOR

DATE

PERMANENT AND TEMPORARY SOIL

STABLIZATION SHALL BE PROVIDED.

SOIL STOCKPILES AND BORROW AREAS SHALL

BE STABILIZED WITH SILT FENCE AS SHOWN ON

THE PLANS.

PERMANENT VEGETATION SHALL BE

ESTABLISHED IN ACCORDANCE WITH THE

VIRGINIA EROSION AND SEDIMENT CONTROL

HANDBOOK.

SILT FENCE WILL BE INSTALLED PRIOR.

PERMANENT AND TEMPORARY SOIL

STABLIZATION SHALL BE PROVIDED.

A SEDIMENTATION BARRIER (SILT FENCE) IS

USED.

N/A

N/A

N/A

INLETS WILL BE PROTECTED.

CHANNELS INTO THE BIORETENTION ARE

PROTECTED

N/A

N/A

N/A

N/A

UNDERGROUND UTILITIES SHALL BE INSTALLED

IN ACCORDANCE ITEMS A THROUGH F OF

MS-16.

CONTROL OF SEDIMENT ONTO PAVED AREAS

SHALL BE IN ACCORDANCE WITH THE VIRGINIA

EROSION AND SEDIMENT CONTROL HANDBOOK.

INSTALLATION AND REMOVAL OF

TEMPORARY SEDIMENT CONTROL

MEASURES SHALL BE IN ACCORDANCE

WITH THE VIRGINIA EROSION AND

SEDIMENT CONTROL HANDBOOK

OVERLAND FLOW IS DIRECTED TO THE

EXISTING ADEQUATE CITY STORM DRAIN

SYSTEM.

MS1: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED

AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE

SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO

DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR

LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT

ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.

MS2: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS

SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE

APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT

STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL

INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.

MS3: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS

NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE

CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM,

MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.

MS4: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND

OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST

STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE

UPSLOPE LAND DISTURBANCE TAKES

PLACE.

MS5: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS

DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.

MS6: SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED

BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN.

a. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC

YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL

DRAINAGE AREAS LESS THAN THREE ACRES.

b. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM

DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE

CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A

SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE

OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF

THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF

COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE

EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE

SEDIMENT BASIN IS UTILIZED

MS7: CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT

WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY

WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH

ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.

MS8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS

CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR

SLOPE DRAIN STRUCTURE.

MS9: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER

PROTECTION SHALL BE PROVIDED.

MS10: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION

SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE

CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO

REMOVE SEDIMENT.

MS11: BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR

PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED

TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE

CONVEYANCE CHANNEL AND RECEIVING CHANNEL.

MS12: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE

TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE

THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION.

NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF…