LuterFootballConcession - CivilBidSet.pdf

SITE PLANS FOR

LUTER FOOTBALL CONCESSION BUILDING

ISLE OF WIGHT COUNTY, VIRGINIA

TOWN OF SMITHFIELD

PLAN STATUS

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DTOWN OF SMITHFIELD

APPROVALS

PROJECT CONTACT LIST

APPLICANT/CIVIL ENGINEER

KIMLEY-HORN

4525 MAIN STREET, SUITE 1000

VIRGINIA BEACH, VA 23462

TEL: (757) 355-6686

CONTACT: GREGORY SCHMITT, P.E.

EMAIL: GREG.SCHMITT@KIMLEY-HORN.COM

ARCHITECT

JAMES RIVER ARCHITECTS

11832 ROCK LANDING DRIVE, SUITE 304

NEWPORT NEWS, VA 23606

TEL: (757) 595-5504

CONTACT:R. ANDERSON MOBERG, A.I.A.

LAND OWNER

TOWN OF SMITHFIELD

PO BOX 246

SMITHFIELD, VA 23431

TEL:(757) 356-9939

CONTACT: AMY NOVAK, CPRP

EMAIL: ANOVAK@SMITHFIELDVA.GOV

SITE DATA:

ADDRESS: 900 W. MAIN ST.

PARCEL ID: 21-01-051

ZONED: C-C

OVERLAY DISTRICTS: ENTRANCE CORRIDOR OVERLAY DISTRICT (ECO)

FRONT SETBACK (ECO) : 40'

SIDE SETBACK (ECO): 10'

REAR SETBACK (ECO): 20'

FRONT VISUAL BUFFER (ECO): 40'

FRONT YARD SETBACK (CC): 60'

SIDE YARD SETBACK (CC): 25'

REAR YARD SETBACK (CC): 60'

EXISTING USE: RECREATION

PROPOSED DEVELOPMENT: FOOTBALL CONCESSION BUILDING

PARCEL SIZE: 88.20 ACRE

FLOOR AREA RATIO (PERMITTED): N/A

FLOOR AREA RATIO (PROPOSED): N/A

LOT COVERAGE (PERMITTED): N/A

LOT COVERAGE (PROPOSED): N/A

DISTURBED AREA: 2,494 SF = 0.06 ±ACRE

EX. IMPERVIOUS (W/IN LOD): 0 SF = 0.00 ±ACRE

PROP. IMPERVIOUS (W/IN LOD): 1,995 SF = 0.05 ±ACRE

FEMA FLOOD ZONE: ZONE X (FEMA FIRM PANEL 51093C 135E: 12/2/2015)

SHEET INDEX TABLE

SHEET NO. SHEET TITLE

CA001 COVER SHEET

CA002 GENERAL NOTES

CA003 AS-BUILT

CS101 SITE PLAN

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GENERAL SITE NOTES:

1. ALL WORK INDICATED IN THESE DRAWINGS AND NOTES IS INTENDED TO BE INCLUDED IN THE BASE BID AND SCOPE UNLESS OTHERWISE INDICATED. DIRECTION PROVIDED IN THESE PLANS IS

INTENDED TO CONVEY THAT THE CONTRACTOR HAS A CONTRACTUAL OBLIGATION AND DUTY TO PERFORM THE WORK AS INDICATED IN THE DRAWINGS UNLESS DEVIATIONS ARE APPROVED IN

WRITING BY THE ENGINEER.

2. THE DESIGNS REPRESENTED IN THESE DRAWINGS HAVE BEEN PREPARED WITH THE NORMAL STANDARD OF CARE TOWARDS ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USES INTENDED BY THE OWNER AT THE TIME OF THEIR PREPARATION. HOWEVER, NEITHER THE ENGINEER NOR THEIR PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE.

3. ALL REQUIRED APPROVALS OF AN “ENGINEER” OR “LANDSCAPE ARCHITECT” INDICATED HEREIN ARE INTENDED TO REFER TO A PROFESSIONAL WITHIN KIMLEY-HORN (PLAN PREPARER).

4. SEE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF INGRESS/EGRESS POINTS, ELEVATIONS, STEPDOWNS AT DOORWAYS AND THRESHOLDS, PATIO AND BREEZEWAY SLOPES, GARAGE SLOPES, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITIES , AND SITE ELECTRICAL, COMMUNICATIONS, MECHANICAL, NATURAL GAS, AND LIGHTING WORK.

5. SEE ARCHITECTURAL/BUILDING PLANS FOR DETAILED INFORMATION REGARDING DECORATIVE HARDSCAPE AND RESPECTIVE GRADING AND DRAINAGE SYSTEMS.

6. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND COORDINATION NECESSARY TO COMPLETE WORK INDICATED AND BY CONTRACTED SCHEDULE.

7. CONTINUOUSLY PROVIDE APPROPRIATE AND GOVERNMENT-REQUIRED SAFETY MEASURES AND PRACTICES TO PROTECT ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK INCLUDING, BUT NOT LIMITED TO: DESIGN, INSTALLATION, AND MAINTENANCE OF ADEQUATE BRACING, SHORING, AND TEMPORARY SUPPORTS.

8. ALL WORK CALLED OUT IN THIS SET OF DRAWINGS IS LIMITED TO THE CIVIL SITE AND PLANTING ASPECTS OF THE PROJECT AND IS NOT INTENDED TO OVERRIDE SITE WORK CALLED OUT BY THE OTHER DESIGN DISCIPLINES OR OMIT ANY WORK FROM THE LARGER PROJECT, IF APPLICABLE.

9. IN CASES WHERE THESE CIVIL SITE AND PLANTING DRAWINGS CONFLICT WITH STANDARD NOTES REQUIRED BY THE GOVERNING AUTHORITY, THE LISTED GOVERNMENT NOTES SHALL TAKE

PRECEDENCE.

10. IN CASES WHERE THE CIVIL SITE AND PLANTING DRAWINGS CONFLICT WITH PROCEDURAL AND CONTRACTUAL ELEMENTS FROM THE OWNER, THESE SHALL TAKE PRECEDENCE OVER THE

DRAWINGS.

11. DO NOT CONDUCT LAND-DISTURBING ACTIVITIES UNTIL ALL SITE PERMITS ARE CONFIRMED AND EROSION & SEDIMENT CONTROL, PLANT/TREE PROTECTION, AND SITE FENCING (ALL TEMPORARY)

ARE IN PLACE.

12. NOTIFY THE DESIGNER(S) OF RECORD AND OWNER OF DISCREPANCIES DISCOVERED BETWEEN EXIST. CONDITIONS AND DRAWINGS (OR BETWEEN DRAWINGS OF DIFFERENT DESIGN DISCIPLINES) BEFORE PROCEEDING WITH WORK. THIS SHALL BE DONE IMMEDIATELY BY PHONE AND THEN IN WRITING WITHIN TWENTY FOUR HOURS OF DISCOVERY. THIS MAY INCLUDE, BUT IS NOT LIMITED TO APPARENT CONFLICTS BETWEEN EXISTING (AND/OR) PROPOSED UNDERGROUND UTILITIES AND STRUCTURES, GRADE ELEVATIONS, AND SIGNAGE.

13. AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES, ITEMS WHICH ARE "EXIST. TO REMAIN", AND TO OTHER COMPLETED WORK - REPAIR OR REPLACE TO THE OWNER'S SATISFACTION ANY ITEMS DAMAGED BY CONTRACTOR WITHIN THE LIMITS OF CONSTRUCTION OR TO THE ADJACENT PROPERTIES.

14. HIRE A VIRGINIA-LICENSED LAND SURVEYOR TO CONFIRM AND ESTABLISH (OR RE-ESTABLISH) TEMPORARY BENCHMARKS AND LAYOUT THE CONSTRUCTION STAKING FOR WORK USING THE SAME DATUMS AS USED IN THE PROJECT SURVEY PROVIDED FOR REFERENCE IN THE CONTRACT DOCUMENTS.

15. APPLY, INSTALL, REPAIR, STORE, HANDLE, HAUL, AND MAINTAIN ALL MATERIALS, PRODUCTS, AND EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR AS DIRECTED BY THE ENGINEER. IMMEDIATELY SUBMIT AN RFI FOR CONFIRMATION IF ENGINEER'S RECOMMENDATIONS ARE BELIEVED TO POSSIBLY BE VOIDING ANY MANUFACTURER WARRANTIES. THIS DOES NOT

RELIEVE THE CONTRACTOR OF WARRANTIES REQUIRED IN THE CONTRACT DOCUMENTS.

16. ALL SUBSTITUTIONS AND DEVIATIONS FROM THE CONTRACT DOCUMENTS MUST BE APPROVED IN WRITING BY THE ENGINEER AND OWNER (OR OWNER'S RESPRESENTATIVE) PRIOR TO COMMENCING

WITH CORRESPONDING WORK.

17. ALL DIMENSIONS ARE FROM FACE OF CURB, EDGE OF PAVEMENT, FACE OF WALL, CENTER OF UTILITY STRUCTURE, CENTERLINE OF PIPE, END OF PIPE (FLARED)-END SECTION, CENTER OF PAVEMENT MARKING STRIPE, AND PROPERTY LINE OR RIGHT-OF-WAY LINE UNLESS OTHERWISE INDICATED. PIPE SLOPES INDICATED ARE BASED ON LENGTHS MEASURED USING THESE SAME

REFERENCE POINTS.

18. NOTIFY MISS UTILITY (1-800-552-7001 OR 811) OF PENDING WORK. ORDER UTILITY MARKING AND/OR FLAGGING OF UNDERGROUND UTILITIES NO LESS THAN 4 BUSINESS DAYS BEFORE WORK. FIELD VERIFY DEPTH, UTILITY DIMENSIONS, MATERIAL, AND TYPE OF UTILITIES (THOSE MARKED AND UNMARKED BY MISS UTILITY) PRIOR TO WORK. REPEAT THIS EFFORT THROUGHOUT THE PROJECT AND

SUPPLEMENT USING AVAILABLE RECORDS AND CONTRACTOR AS-BUILTS.

19. REMOVE ALL SURPLUS MATERIALS, GARBAGE, DEBRIS, CONSTRUCTION EQUIPMENT, OR SIMILAR ITEMS BEFORE OR AT CLOSEOUT UNLESS OTHERWISE INDICATED IN WRITING BY THE OWNER OR OWNER'S REPRESENTATIVE. THIS SHALL ALSO APPLY TO ANY PARTIAL CLOSEOUT MILESTONES FOR EARLY OR INTERMEDIATE PHASES AS WELL (I.E. PLANTINGS IN PLANTING SEASON AFTER

CLOSEOUT FOR THE REMAINDER OF THE PROJECT).

20. HAUL AWAY ACCUMULATED WASTE OR OTHER MATERIAL WHICH IS TO BE REMOVED AT A FREQUENCY WHICH, AT A MINIMUM, WILL AVOID INTERFERING WITH OTHER WORK, AVOID ADVERSLY IMPACTING OWNER'S (OR PUBLIC'S) NORMAL OPERATIONS WHICH WERE PLANNED TO CONTINUE IN THE VICINITY, AND ELIMINATE ABNORMALLY LARGE ACCUMULATIONS ON-SITE IN THE OPINION OF

THE ENGINEER AND OWNER.

21. OBTAIN A COPY OF ANY EASEMENTS AND ENCROACHMENT AGREEMENTS INDICATED WITHIN WORK LIMITS TO CONFIRM IMPACTS OF SUCH ON EXECUTION OF PROPOSED WORK.

22. ONLY PERFORM ON- OR OFF-SITE WORK AFTER CONFIRMING ALL REQUIRED EASEMENTS, AGREEMENTS, PERMITS, BONDS, AND NOTIFICATIONS ARE EXECUTED, ISSUED, AND READ BY THE

CONTRACTOR.

23. APPROVED EQUAL: IS DEFINED AS EQUIVALENT SOLUTION OR PRODUCT WHICH HAS BEEN FORMALLY CONFIRMED BY ENGINEER OR LANDSCAPE ARCHITECT OF RECORD.

24. THE WORK INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT REASONABLY ANTICIPATED BASED ON PLANS AND REFERENCED DOCUMENTS WITH PRE-BID SITE INVESTIGATION.

VDOT HAMPTON ROADS STANDARDS NOTES:

1.0 GENERAL INFORMATION

THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF (SELECT ONE):

VDOT SUBDIVISION STREET REQUIREMENTS (SSR)

VDOT SUBDIVISION STREET ACCEPTANCE REQUIREMENTS (SSAR)

N/A

1.2 VDOT APPROVED EXCEPTIONS (SELECT ONE):

ACCESS MANAGEMENT DATE OF APPROVAL ______________

SSAR DATE OF APPROVAL ______________

OTHER: DATE OF APPROVAL ______________

N/A

1.3 TRIP GENERATION DATA:

USE: SOCCER COMPLEX

ITE CODE: 488

TOTAL DAILY TRIPS: 428 VPD

AM PEAK HOUR TRIPS: 13 VPH

PM PEAK HOUR TRIPS: 106 VPH

SATURDAY: 110 / SUNDAY: 169

A LAND USE PERMIT MUST BE OBTAINED FROM VDOT BEFORE ANY CONSTRUCTION IS STARTED WITHIN STATE MAINTAINED RIGHT OF

WAY LIMITS. CONTACT THE LOCAL VDOT RESIDENCY FOR THE PERMIT FEE AND BOND AMOUNT.

FRANKLIN RESIDENCY (757) 346-3067

GREENSVILLE, ISLE OF WIGHT, SOUTHAMPTON, AND SUSSEX COUNTIES

ALL LAND USE PERMIT APPLICATIONS MUST HAVE ONE (1) SET OF APPROVED PLANS, A COPY OF THE PLAN APPROVAL LETTER, A CHECK FOR THE PROCESSING FEE MADE PAYABLE TO TREASURER OF VIRGINIA, AND SURETY OR BOND IN THE REQUIRED AMOUNT.

APPLICATIONS FOR LAND USE PERMITS CAN BE MADE ON-LINE AT HTTP://WWW.VIRGINIADOT.ORG/BUSINESS/BULANDUSEPERMITS.ASP.

1.5 THE VDOT RESIDENCY IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO THE START OF ANY WORK WITHIN STATE MAINTAINED RIGHT OF WAY. A PRE-CONSTRUCTION MEETING SHOULD BE HELD AT LEAST ONE WEEK PRIOR TO ANY LAND DISTURBANCE OR WHEN

CONSTRUCTION ACTIVITIES WILL AFFECT TRAFFIC OPERATIONS OF ANY ARTERIAL CORRIDOR.

1.6 ALL CONSTRUCTION METHODS AND MATERIALS WITHIN STATE MAINTAINED RIGHT OF WAY SHALL COMPLY WITH THE CURRENT

STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION.

1.7 THE CONTRACTOR SHALL HAVE AVAILABLE A COPY OF THE LAND USE PERMIT(S), FINAL APPROVED PLANS, ANY APPROVED REVISIONS, AND A COPY OF THE APPROVAL LETTER ON SITE.

1.8 ANY ERRORS, CONFLICTS, OR DISCREPANCIES FOUND ON THE APPROVED PLANS SHALL BE REPORTED TO THE DEVELOPER'S ENGINEER. THE VDOT RESIDENCY SHOULD BE NOTIFIED FOR RESOLUTION BEFORE PROCEEDING FURTHER WITH THE WORK IF THE

STATE MAINTAINED RIGHT OF WAY IS AFFECTED.

1.9 THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS, UTILITIES, AND ANY OTHER INSTALLATIONS ALREADY IN PLACE WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO STATE RIGHT OF WAY LIMITS. DAMAGES

WHICH EXIST PRIOR TO STARTING CONSTRUCTION MUST BE PHOTO DOCUMENTED.

1.10 THE COMMONWEALTH TRANSPORTATION BOARD, MEMBERS OF THE BOARD, THE COMMONWEALTH, AND ALL COMMONWEALTH EMPLOYEES, AGENTS, AND OFFICES, SHALL BE ABSOLVED FROM ALL RESPONSIBILITIES, DAMAGES AND LIABILITIES AS A RESULT OF WORK ARISING FROM THE EXERCISE OF THE PRIVILEGES GRANTED BY PLAN AND/OR PERMIT APPROVAL.

1.11 MATERIALS SHALL NOT BE STOCKPILED WITHIN STATE MAINTAINED RIGHT OF WAY OR EASEMENTS.

1.12 PRIVATE ENTRANCES LOCATED ON STREETS WITH CURB AND GUTTER (CG-6, CG-7) REQUIRE INSTALLATION OF CURB APRONS (CG-9B, CG-9D). PRIVATE ENTRANCES LOCATED ON STREETS WITH ROLLTOP CURB SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAIL ON PAGE B(1)-29 OF THE VDOT ROAD DESIGN MANUAL. SIDEWALK SHALL BE 7" THICK AT DRIVEWAY CROSSINGS AND ADJACENT TO ROLLTOP CURB. INSTALLATION OF PIPE CULVERTS AND STORM SEWERS SHALL CONFORM TO THE CURRENT VDOT STANDARD PB-1. PIPE CULVERTS SHALL HAVE A MINIMUM OF 4" OF COVER UNDER CONCRETE GUTTERS, OR ADJUSTMENT SHALL BE REQUIRED TO CONCRETE GUTTER GRADES IN THE FIELD TO REACH THIS COVER OR AS DIRECTED BY THE VDOT ENGINEER. PRIVATE ENTRANCES LOCATED ON

STREETS WITH ROADSIDE DITCHES REQUIRE 9" OF COVER.

1.13 THE DEVELOPER IS RESPONSIBLE FOR HIRING A QUALIFIED ENGINEER TO CONDUCT ALL REQUIRED CONSTRUCTION INSPECTIONS. DATE STAMPED PHOTOGRAPHS ARE RECOMMENDED TO BE A PART OF EVERY INSPECTION. CERTIFIED INSPECTIONS AND REPORTS MUST BE

SUPPLIED TO VDOT FOR:

A.) FILL MATERIALS AND COMPACTION

B.) STORM SEWER TRENCH BEDDING MATERIALS, THICKNESS AND COMPACTION, AS WELL AS BACKFILL MATERIALS AND

COMPACTION

C.) MATERIALS AND COMPACTION REPORTS FOR ALL UTILITY INSTALLATIONS IN RIGHT-OF-WAY.

D.) SUBBASE MATERIALS AND COMPACTION, FOR ROADS AND SIDEWALKS

E.) STORM SEWER VIDEO INSPECTIONS FOR ALL UNDERGROUND STORM SEWER SYSTEMS, AND FOR CULVERTS AS SELECTED BY

VDOT.

F.) CBR'S AND FINAL PAVEMENT DESIGNS.

G.) AGGREGATE MATERIALS, THICKNESSES AND COMPACTION. AGGREGATE SHOULD NOT BE PLACED WITHOUT PASSING ALL

SUBGRADE COMPACTION TESTS AND PROOF-ROLLS, AND RECEIVING APPROVAL FROM VDOT ON CBR REPORTS AND FINAL PAVEMENT DESIGNS. REPEAT TESTS AND INSPECTIONS MUST BE PERFORMED FOR UNDERCUTS OR GEO-TECHNICAL FABRIC APPLICATIONS UNTIL PASSING. ALL FABRIC APPLICATIONS SHOULD BE DOCUMENTED WITH PRECISE LOCATIONS. AGGREGATE

INSPECTIONS MUST INCLUDE ANY UNDERDRAINS AND SIDEWALK APPLICATIONS.

H.) ASPHALT BASE AND SURFACE MATERIALS, THICKNESS AND COMPACTION.

I.) CONCRETE MATERIALS AND STRENGTH TESTS FOR ALL CONCRETE CASTE ON-SITE.

J.) SOURCE OF MATERIALS REPORTS FOR MATERIALS USED IN THE RIGHT-OF-WAY.

FOR MORE INFORMATION REGARDING INSPECTIONS, PLEASE SEE THE LAND DEVELOPMENT INSPECTION DOCUMENTATION BEST PRACTICES MANUAL, AVAILABLE ON THE VDOT WEBSITE. PLEASE CONTACT THE VDOT RESIDENCY AT LEAST 48 HOURS IN ADVANCE IF STONE DEPTHS OR PROOF ROLL INSPECTIONS WILL BE REQUESTED OF VDOT STAFF, WHICH WILL BE DEPENDENT ON STAFF

AVAILABILITY.

2.0 DRAINAGE & EROSION CONTROL

2.1 VDOT SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ANY STORMWATER MANAGEMENT FACILITY OR OUTFALL STRUCTURE LOCATED OUTSIDE OF STATE MAINTAINED RIGHT OF WAY LIMITS AND SHALL BE ABSOLVED FROM ALL RESPONSIBILITIES, DAMAGES AND

LIABILITIES AS A RESULT OF SUCH.

2.2 ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK AND VIRGINIA STORMWATER MANAGEMENT PROGRAM. AN INDIVIDUAL CERTIFIED BY THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY, HOLDING A RESPONSIBLE LAND DISTURBER CERTIFICATION, IS TO BE IN CHARGE OF THE LAND DISTURBING ACTIVITY AND FOR CONTINUED MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL ON THE

WORK SITE AT ALL TIMES.

2.3 TEMPORARY DRAINAGE MEASURES SHALL BE INSTALLED DURING CONSTRUCTION TO PREVENT PONDING AND DIVERT SEDIMENT LADEN

WATER.

2.4 ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO ENSURE AGAINST SILTATION OF ADJACENT PROPERTIES, DITCHES, STREAMS, AND CONSTRUCTION VEHICLES TRACKING SILT ONTO ADJACENT ROADWAYS. ADDITIONAL DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVIDED AS DETERMINED NECESSARY BY VDOT AND/OR THE COUNTY/TOWN DURING FIELD REVIEW.

ALL COSTS SHALL BE ASSUMED BY THE DEVELOPER.

2.5 ALL DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY UPON THE END OF EACH DAY'S WORK AND RESEEDED IN ACCORDANCE

WITH VDOT ROAD AND BRIDGE SPECIFICATIONS.

2.6 STRUCTURES EXCEEDING 4’ IN DEPTH REQUIRE INSTALLATION OF STEPS IN ACCORDANCE WITH STANDARD ST-1. STRUCTURES

EXCEEDING 12’ IN DEPTH REQUIRE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1. IS-1 IS REQUIRED ON ALL DRAINAGE

STRUCTURES.

2.7 ROOF DRAIN CONNECTIONS ARE NOT PERMITTED IN STRUCTURES WITHIN THE VDOT RIGHT OF WAY.

2.8 FOR SAFETY CONCERNS IN RESIDENTIAL SUBDIVISIONS, THE MINIMUM LENGTH OF AN ENTRANCE CULVERT SHOULD BE THE ENTRANCE WIDTH PLUS 8’. FOR EXAMPLE, A 16’ WIDE ENTRANCE WOULD REQUIRE A 24’ CULVERT. THE LENGTH MAY BE LESSENED WHEN END

WALLS ARE USED.

2.9 MANHOLES AND INLET CONNECTIONS ARE TO HAVE INLET SHAPING (IS-1) TO PREVENT SEDIMENT AND DEBRIS BUILDUP, AND IMPROVE

FUNCTION. ALL MANHOLE AND INLET JOINTS AND TOPS MUST BE SEALED AGAINST LEAKS.

2.10 ALL PIPE JOINTS ARE TO BE SEALED BY GASKETS OR BANDS PER MANUFACTURERS SPECIFICATIONS TO PREVENT SOIL LEAKS, AND TO BE WRAPPED IN GEOTEXTILE FABRIC ON THE EXTERIOR OF EACH JOINT. MINOR HOLES OR CRACKS ARE TO BE REPAIRED PRIOR TO PLACEMENT. PIPES WITH BROKEN ENDS OR STRUCTURAL CRACKS, BENDS OR BREAKS MUST BE REPLACED. PHOTOS OF PIPE

PLACEMENT PRIOR TO BACKFILL SHOULD BE IN INSPECTION REPORTS SUBMITTED TO VDOT.

2.11 PAVEMENT CROSS DRAINS (CD-1.2) ARE TO BE INSTALLED AT SAGS AND CUT-FILL TRANSITION POINTS. PAVEMENT UNDERDRAINS OR EDGE DRAINS ARE TO BE INSTALLED WHERE REQUIRED BY VDOT SPECIFICATIONS, WITH USE OF 21B AGGREGATES (UD-4), WITH RAISED MEDIANS (UD-2), AND WHERE CALLED FOR ON PLANS. PHOTOS OF PLACEMENT PRIOR TO BACKFILL SHOULD BE IN INSPECTION REPORTS

SUBMITTED TO VDOT.

3.0 MATERIALS

3.1 INITIAL PAVEMENT DESIGN PROVIDED IS BASED ON A(N) ASSUMED VALUE. FINAL PAVEMENT DESIGN SHALL BE SUBMITTED IN ACCORDANCE WITH THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. A COPY OF THE CBR REPORT SHALL BE PROVIDED PRIOR TO CONSTRUCTION. FOR PRIMARY ROADS AND INTERSTATE HIGHWAYS WHERE TRUCK TRAFFIC EXCEEDS 5%, PAVEMENT DESIGN SHALL BE PROVIDED IN ACCORDANCE WITH AASHTO GUIDELINES. TYPICAL PAVEMENT SECTIONS SHALL DEPICT THE PROPOSED PAVEMENT STRUCTURE INCLUDING THE TOP 6” OF THE SUBGRADE IMMEDIATELY UNDER THE PAVEMENT

STRUCTURE COMPACTED TO 100% OF THE THEORETICAL MAXIMUM DRY DENSITY.

3.2 WHEN UNSUITABLE MATERIALS ARE ENCOUNTERED DURING CONSTRUCTION, SUCH MATERIALS SHALL BE UNDERCUT AND BACKFILLED WITH VDOT SELECT MATERIAL TYPE II MINIMUM CBR-20 ACCORDING TO VDOT SPECIFICATIONS. THE SOIL LAB TEST REPORTS OF THE

PROPOSED SELECT MATERIAL SHALL BE INCLUDED IN THE GEOTECHNICAL SOILS REPORT.

3.3 ASPHALT PAVEMENT WIDENING SHALL CONFORM TO THE CURRENT VDOT STANDARD WP-2.

3.4 THE DEPARTMENT USUALLY PROHIBITS THE OPEN-CUTTING OF HARD-SURFACED ROADS EXCEPT IN EXTENUATING CIRCUMSTANCES.

THEREFORE, ALL UNDERGROUND UTILITIES WITHIN STATE MAINTAINED RIGHT OF WAY, AS DETERMINED NECESSARY BY GOOD ENGINEERING PRACTICE TO SERVE THE COMPLETE DEVELOPMENT OF ADJACENT PROPERTIES, SHALL BE INSTALLED DURING THE STREETS INITIAL CONSTRUCTION AND PRIOR TO THE APPLICATION OF ITS FINAL PAVEMENT SURFACE COURSE. EVERY EFFORT MUST BE MADE TO MINIMIZE THE NUMBER AND SIZE OF OPEN CUTS. THIS SHALL INCLUDE EXTENSIONS OF ALL NECESSARY CROSS-STREET CONNECTIONS OR SERVICE LINES TO AN APPROPRIATE LOCATION BEYOND THE PAVEMENT AND PREFERABLY THE RIGHT OF WAY LINE.

IN THE EVENT IT IS NECESSARY TO OPEN THE STREET PAVEMENT TO WORK ON UTILITIES AFTER THE SURFACE HAS BEEN PLACED, ADDITIONAL COMPACTION TESTS AND PAVING AS NECESSARY TO RESTORE THE INTEGRITY AND APPEARANCE OF THE ROADWAY MAY

BE REQUIRED.

4.0 RIGHT OF WAY & UTILITIES

4.1 ALL FIXED OBJECTS SUCH AS UTILITY CABINETS, PEDESTALS, AND STREETLIGHTS SHALL BE LOCATED IN ACCORDANCE WITH CLEAR ZONE REQUIREMENTS, AS NOTED IN THE ROAD DESIGN MANUAL OR AASHTO ROADSIDE DESIGN GUIDE. THERE SHALL NOT BE ANY

CABINETS, PEDESTALS, OR FIRE HYDRANTS LOCATED ON THE SHOULDER.

4.2 FLOWERS, SHRUBS, AND TREES SHALL NOT BE PLACED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT AN APPROVED SET OF PLANS AND AN APPROVED PLANTING AGREEMENT. NO IRRIGATION (SPRINKLER) SYSTEMS, BRICK COLUMNS, ENDWALLS, AND/OR BRICK MAILBOXES WILL BE CONSTRUCTED OR INSTALLED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT A PERMIT. ANY OF THE ABOVE OR OTHER NON-STANDARD ITEMS FOUND IN THE RIGHT OF WAY WITHOUT A PERMIT WILL BE REMOVED, AND ALL COSTS OF

THE REMOVAL WILL BE BORNE BY THE OWNER AND/OR DEVELOPER.

4.3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND AND OVERHEAD UTILITIES, WHETHER OR NOT THEY ARE SHOWN ON THE PLANS, PRIOR TO CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRS AT HIS OWN EXPENSE OF ANY UTILITIES DAMAGED BY HIS CONSTRUCTION METHODS. MISS UTILITY MUST BE CONTACTED AT 811 AT LEAST 72

HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

4.4 THE PERMIT HOLDER SHALL BE RESPONSIBLE FOR PROTECTING ALL VDOT OWNED FACILITIES AND UTILITIES WITHIN THE RIGHT OF WAY.

THE PERMIT HOLDER MUST CONTACT VDOT EASTERN REGION TRANSPORTATION OPERATIONS CENTER AT (757) 361-3033 OR (757) 361-3038 ON THE BUSINESS DAY PRECEDING 48 HOURS BEFORE ANY EXCAVATION WITHIN 1,000 FEET OF A TRAFFIC SIGNAL OR ADJACENT TO OTHER VDOT UTILITIES IS TO OCCUR. NO EXCAVATION SHOULD OCCUR UNTIL ALL UNDERGROUND VDOT UTILITIES ARE MARKED, VDOT HAS NOTIFIED THE PERMIT HOLDER THAT NO UTILITIES ARE PRESENT AT THE EXCAVATION SITE(S), OR THE 48 HOUR TIME LIMIT HAS EXPIRED AND THE PERMIT HOLDER HAS NOT RECEIVED NOTIFICATION FROM VDOT THAT ADDITIONAL TIME TO MARK THE UTILITIES IS NECESSARY. AS THERE IS POTENTIAL FOR UNDERGROUND VDOT UTILITIES ANYWHERE WITHIN THE STATE RIGHT-OF-WAY, ALL PERMIT HOLDERS EXCAVATING ON THE STATE HIGHWAY SYSTEM THAT MAY IMPACT VDOT UTILITIES SHOULD FOLLOW THESE

NOTIFICATION AND MARKING PROCEDURES PRIOR TO COMMENCING EXCAVATION.

4.5 AUTHORIZED UNDERGROUND UTILITY INSTALLATIONS SHALL MAINTAIN A MINIMUM OF 36 INCHES OF COVER.

4.6 OVERHEAD UTILITY INSTALLATIONS WITHIN LIMITED ACCESS AND NON-LIMITED ACCESS RIGHT OF WAY SHALL BE INSTALLED IN

ACCORDANCE WITH VDOT LAND USE PERMIT REGULATIONS.

4.7 ALL ROADWAY LIGHTING SHALL BE DESIGNED IN ACCORDANCE WITH IESNA LIGHTING CRITERIA AND INSTALLED IN ACCORDANCE WITH VDOT ROAD AND BRIDGE SPECIFICATIONS. ALL ROADWAY LIGHTING SHALL ADHERE TO THE VIRGINIA LIGHTING LAW.

5.0 TRAFFIC

5.1 THE CONTRACTOR IS RESPONSIBLE FOR THE REPLACEMENT OF ANY PAVEMENT MARKINGS DISTURBED BY CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING PAVEMENT MARKINGS ON FINAL PAVEMENT OVERLAY WITHIN 14 DAYS AFTER COMPLETION OF SURFACE TREATMENT. PAVEMENT MARKINGS SHALL BE INSTALLED AND ERADICATED IN ACCORDANCE WITH VDOT

STANDARDS AND SPECIFICATIONS.

5.2 CONTACT EASTERN REGION TRANSPORTATION OPERATIONS CENTER AT (757) 361-3033 OR (757) 361-3038 A MINIMUM OF 48 HOURS IN ADVANCE WHENEVER EXCAVATION IS WITHIN 1000 FEET OF A TRAFFIC SIGNAL, OR LOCATED WITHIN LIMITED ACCESS HIGHWAYS, SO THE LINES CAN BE MARKED. FAILURE TO DO SO COULD BE A COSTLY REPAIR FOR THE DEVELOPER.

5.3 SIGHT DISTANCES AT ENTRANCES AND INTERSECTIONS SHALL BE MAINTAINED AT ALL TIMES DURING AND AFTER CONSTRUCTION. ANY OBJECT OR LANDSCAPING THAT OBSTRUCTS DRIVER VIEW SHALL BE RELOCATED AT THE DEVELOPER'S EXPENSE OR THE ENTRANCE

MAY BE CLOSED AT VDOT'S DISCRETION.

5.4 WHEN WORKING WITHIN VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN

ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL.

5.5 CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF ALL EXISTING SIGNS AND POSTS IN THE WORK ZONE. THIS INCLUDES, BUT IS NOT LIMITED TO, STOP, YIELD, STREET NAME, AND SPEED LIMIT SIGNS. ANY SIGN OR POST DAMAGED DURING CONSTRUCTION OR

MISSING SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

6.0 ENVIRONMENTAL

6.1 THE PERMITTEE IS RESPONSIBLE FOR PURSUING AND OBTAINING ANY AND ALL ENVIRONMENTAL CLEARANCES AND/OR PERMITS, INCLUDING, BUT NOT LIMITED TO, WATER QUALITY, THREATENED AND ENDANGERED SPECIES, HAZARDOUS MATERIALS, AND CULTURAL RESOURCES, REQUIRED TO PURSUE THE PROPOSED ACTIVITY BEFORE ANY CONSTRUCTION IS STARTED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS. DOCUMENTS RELATED TO THESE ACTIVITIES SHALL BE SUBMITTED WITH THE LAND USE PERMIT APPLICATION.

7.0 PROJECT CLOSEOUT

7.1 INSPECTION DOCUMENTATION FOR STREETS TO BE ACCEPTED FOR STATE MAINTENANCE WILL BE REQUIRED IN ACCORDANCE WITH THE LAND DEVELOPMENT INSPECTION DOCUMENTATION BEST PRACTICES MANUAL. SEE NOTE 1.13. ADDITIONAL TESTING MAY BE

REQUIRED AS DIRECTED BY THE AREA LAND USE ENGINEER OR OTHER REPRESENTATIVE.

7.2 THE PERMITTEE SHALL SUBMIT AN AS-BUILT DRAWING OF THE COMPLETED IMPROVEMENTS WITHIN AND ADJACENT TO THE PUBLIC RIGHT OF WAY UNLESS WAIVED BY VDOT. THE AS-BUILT DRAWING INFORMATION SHALL BE PREPARED USING THE SAME VERTICAL

DATUM AS THAT USED TO DEVELOP THE ORIGINAL APPROVED PLAN. THE AS-BUILT DRAWING SHALL BEAR THE SEAL OF A

PROFESSIONAL ENGINEER OR LAND SURVEYOR REGISTERED IN VIRGINIA.

7.3 PRIOR TO RETURN OF THE PROJECT SURETY, THE PERMITTEE SHALL, IN A MANNER THAT IS SATISFACTORY TO VDOT, COMPLETE ALL PUNCHLIST ITEMS AS IDENTIFIED BY VDOT IN WRITING. COMPLETION OF ALL PUNCHLIST WORK WITHIN THE RIGHT OF WAY SHALL BE

PERFORMED UNDER AN ACTIVE LAND USE PERMIT.

AS

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CONCESSION STAND & BATHROOMS

(SEE ARCHITECTURAL PLANS BY OTHERS)

(SEE PLUMBING PLAN FOR DETAILS)

GRASS

GRASS

ISLAND

EXISTING

SIDEWALK

PROPOSED SIDEWALK

EXISTING 1.5" MUNICIPEX WATER

SERVICE LATERAL

EXISTING

1.5"X1" TEE

EXISTING

1" CAP AND PLUG

1" EXISTING FORD AY

MCDONALD VALVE

RELOCATE EXISTING PANEL BOX

(SEE AS-BUILT SURVEY FOR EXISTING LOCATION)

EXISTING 2" CONDUIT

(APPROXIMATE LOCATION PER AS-BUILT)

RPZ LOCATED

INTERIOR TO BUILDING

SANITARY SEWER

CONNECTION TO BUILDING

CONNECT TO EXISTING

1.5" AVK VALVE AND

EXTEND 1.5" MUNICIPEX

WATER SERVICE WITH

WIRE TO BUILDING

DOMESTIC WATER

CONNECTION TO BUILDING

SSCO 09

(CONNECT TO

EXISTING CLEANOUT)

RIM: 65.18

INV: 61.98

(PER AS BUILT)

PERIMETER ESC MEASURE TO BE PLACED

AT LOD. EROSION EEL OR APPROVED

EQUIVALENT TO BE PROVIDED.

1.5" EXISTING AVK VALVE

CONNECT TO EXISTING

CLEANOUT AND EXTEND

4" SDR-26 PVC SEWER

LATERAL WITH WIRE @

1.04% MIN. SLOPE EXISTING 4" C900 PVC

SEWER LATERAL

SWALE (SEE DETAIL THIS SHEET)

EXISTING 8' SIDEWALK

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TABLE 3.32-E

(REVISED JUNE 2003)

PERMANENT SEEDING SPECIFICATIONS FOR COASTAL PLAN AREAS

SEED1

LAND USE SPECIES APPLICATION RATES

Minimum Care Lawn (Commercial or Residential)

Tall Fescue1 or Bermudagrass1

175-200 lbs.

75 lbs.

High-Maintenance Lawn

Tall Fescue1 or Bermudagrass1 (seed) or Burmudagrass1 (by other vegetative establishment method, see Std. & Spec. 3.34)

200-250 lbs.

40 lbs. (unhulled)

30 lbs. (hulled)

General Slope (3:1 or less)

Tall Fescue1

Red Top Grass or Creeping red Fescue Seasonal Nurse Crop2

128 lbs 2 lbs

20 lbs TOTAL: 150 lbs

Low-Maintenance Slope (steeper than 3:1) tall Fescue1

Bermudagrass1

Red Top Grass or Creeping red Fescue Seasonal Nurse Crop2

Sericea Lespedeza3

93-108 lbs.

2 lbs.

0-15 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/htm/Turf/turf/publications/publications2.html

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

February, March - April .............................. Annual Rye May 1st - August ......................................... Foxtall Millet September, October - November 15th ....... Annual Rye November 16th - January ........................... Winter Rye

3 - May through October, use hulled seed. All other seeding periods, use unhulled seed. If Weeping Lovegrass is used, include in any slope or low maintenance mixture duing warmer seeding periods, increase to 30-40 lbs/acre.

FERTILIZER & LIME

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

● Apply Pulverized Agriculture Limestone at a arate 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 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 Bullentin #4, 2003 Nutrient Management for Development Sites at http://www.dcr.state.va.us/sw/e&s.htm#pubs

PLANTING NOTES:

1.CONTRACTOR SHALL MULCH ALL PLANT BEDS IN THEIR ENTIRETY

WITH 4" DEPTH OF SHREDDED HARDWOOD MULCH.

2.ALL TREES SHALL BE MULCHED ACCORDING TO THE DETAILS ON

THIS SHEET WITH 3" OF SHREDDED HARDWOOD MULCH. MULCH

SHALL NOT BE PILED UP AROUND THE TREE TRUNK AND SHALL BE

KEPT A MINIMUM OF 6" AWAY FROM THE TREE ROOT FLARE AT THE

BASE OF THE TRUNK.

3. ALL AREAS DISTURBED BY CONSTRUCTION THAT ARE NOT

OTHERWISE COVERED BY PAVEMENTS INCLUDING GRAVEL ,

SIDEWALKS, BUILDINGS, MULCHED PLANT BEDS AND TREE

MULCHED RINGS SHALL BE SEEDED ACCORDING TO TABLE 3.32-E.