614204 - Amelia Co Site Impr - Bid Docs - 2023-01-08 (1).pdf

PDF 40 MB Posted Feb 2, 2024

Attached to: RFP#01172024 - Amelia Co. Elementary School Carpool and Bus Loop Expansion
Solicitation number: 56878
Issued by: Amelia County, Virginia

About this file

Written by GovTribe AI · Apr 2, 2024

This document is a bid invitation for the Amelia County Elementary School Site Improvements project in Amelia, Virginia. The work generally consists of site work extending the paved portions of the carpool lines and bus loop at the elementary school. Sealed bids will be received until 2:00 p.m. local time on February 8, 2024, and will be publicly opened and read immediately thereafter. A non-mandatory pre-bid conference will be held on January 26, 2024. Bidders must obtain bidding documents electronically from Moseley Architects and will be considered planholders only if they obtain the documents through this process. Only planholders will be notified of addenda.

The bid invitation does not provide details on pricing terms, set asides, incumbents, funding requirements and sources, or other salient commercial information. The document focuses on the project scope, bid submission requirements, and the procurement process.

View the file

Other files

File	Type	Posted
Amelia County School Board Bid Package 01-08-2024 (1).pdf	PDF	Feb 2, 2024
AmeliaES_Civil + Part A 1992_Redux.pdf	PDF	Feb 2, 2024
614204 - Amelia Co Site Impr - Bid Specs - 2023-01-08 (1).pdf	PDF	Feb 2, 2024
Amelia County Elementary School Site Improvements - Prebid Questions.pdf	PDF	Feb 2, 2024

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CIVIL SITE ENGINEER

TIMMONS GROUP

1001 BOULDERS PARKWAY, SUITE 300

RICHMOND, VIRGINIA 23225

CONTACT: STEVE RAUGH

PHONE: (804) 200-6467

EMAIL: steve.raugh@timmons.com

OWNER

AMELIA CO SCHOOL BOARD

8701 OTTERBURN ROAD

AMELIA COURT HOUSE, VA 23002

CONTACT: BO LYNCH

PHONE: 804-561-2621

EMAIL: blynch@ameliaschools.com

SITE LOCATION INFORMATION

LATITUDE AND LONGITUDE:

37.3306°N, 77.9846°W

FEMA PANEL NUMBER & EFFECTIVE DATE:

51007C0175D UNINCORPORATED AREA

OCTOBER 7, 2021

NAME OF RECEIVING CHANNEL/WATERS:

APPOMATTOX RIVER - SMACKS CREEK

VA CODE HU6: VA28

HUC8: 02080207

APPLICANTS NAME:

ZONING & CASE #:

SCHEMATIC CASE #:

AREA:

GPIN:

DATE OF PLANNING

COMMISSION APPROVAL:

EROSION CONTROL:

SEWER:

WATER:

ROADS &

DRAINAGE:

VDOT:

SHD:

SWCB:

INSPECTOR:

CONTRACTOR:

FOREMAN:

NOTICE TO PROCEED:

DATE STARTED:

DATE COMPLETED:

AMELIA CO SCHOOL BOARD

COUNTY APPROVALS

COUNTY USE

COUNTY CONTRACT NO.

ZONING RR-3 - RURAL RESIDENTIAL

42-64A, 42-64H

16.34 ac., 5.47 ac.

8533 N FIVE FORKS RD

AMELIA COURT HOUSE, VA 23002

SITE

VICINITY MAP

SCALE: 1" = 2,000'

AMELIA COUNTY ELEMENTARY SCHOOL

SITE IMPROVEMENTS

ZONING R-1 - RESIDENTIAL

Drawing List Table Drawing Number Drawing Title

C000 COVER

C010 GENERAL NOTES & DETAILS

C011 GENERAL NOTES & DETAILS

C012 GENERAL NOTES & DETAILS

C013 GENERAL NOTES & DETAILS

C100 OVERALL PROPERTY MAP

C200 EXISTING CONDITIONS PLAN

C300 DEMOLITION & PHASE I E&S CONTROL PLAN

C310 PHASE II EROSION & SEDIMENT CONTROL PLAN

C320 EROSION & SEDIMENT CONTROL NOTES & DETAILS

C321 EROSION & SEDIMENT CONTROL NOTES & DETAILS

C322 EROSION & SEDIMENT CONTROL NOTES & DETAILS

C400 SITE LAYOUT PLAN

C500 GRADING AND SPOT ELEVATION PLAN

C510 STORM SEWER PLAN

C520 STORM SEWER PROFILES

C530 DRAINAGE AREA MAP

C600 PRE DEVELOPED HYDROLOGY

C610 POST DEVELOPED HYDROLOGY

C620 STORMWATER COMPLIANCE PLAN (VRRM)

L100 LANDSCAPE PLAN

L200 LANDSCAPE NOTES & DETAILS

E1 ELECTRICAL SITE PLAN

E2 LIGHTING CUT SHEETS

E3 LIGHTING CUT SHEETS

AutoCAD SHX Text

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AutoCAD SHX Text %%U

MULTICORELINK:59196-C010-NTDT-C010

MULTICORELINK:59196-C010-NTDT-C011

MULTICORELINK:59196-C010-NTDT-C012

MULTICORELINK:59196-C010-NTDT-C013

MULTICORELINK:59196-C100-OVRL-C100

MULTICORELINK:59196-C200-EXST-C200

MULTICORELINK:59196-C300-ERO1-C300

MULTICORELINK:59196-C310-ERO2-C310

MULTICORELINK:59196-C320-ECND-C320

MULTICORELINK:59196-C320-ECND-C321

MULTICORELINK:59196-C320-ECND-C322

MULTICORELINK:59196-C400-LAYO-C400

MULTICORELINK:59196-C500-SPOT-C500

MULTICORELINK:59196-C510-DRAIN-C510

MULTICORELINK:59196-C520-STRM-C520

MULTICORELINK:59196-C530-DAMP-C530

MULTICORELINK:59196-C600-HYDR-PRE-C600

MULTICORELINK:59196-C610-HYDR-POST-C610

MULTICORELINK:59196-C620-VRRM-C620

MULTICORELINK:59196-L100-PLNT-L100 LANDSCAPE PLAN

MULTICORELINK:59196-L200-PLNT-NTDT-L200 LANDSCAPE NOTES & DETAILS

MULTICORELINK:59196-LIGHTING-E1

MULTICORELINK:59196-LIGHTING-E2

MULTICORELINK:59196-LIGHTING-E3

VDOT RICHMOND DISTRICT LAND USE

SUBDIVISION AND SITE CONSTRUCTION PLAN GENERAL NOTES

1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE SPECIFICATIONS, ROAD AND BRIDGE STANDARDS AND VIRGINIA WORK AREA

PROTECTION MANUAL.

2. LAND USE PERMITS (LUP) SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION

WITHIN THE EXISTING STATE-MAINTAINED RIGHT-OF-WAY (INCLUDING ACCESS).

3. VDOT REQUIRES NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. PLEASE CONTACT THE APPROPRIATE

PERMIT OFFICE IN WHICH YOUR PROPOSED ACTIVITIES ARE TO OCCUR.

4. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING AND MAINTENANCE OF TRAFFIC PLAN FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT. THE PLAN SHALL ACCOMMODATE ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT-OF-WAY.

5. WORK ZONES - REQUESTS FOR THE IMPLEMENTATION OF TEMPORARY LANE AND SHOULDER CLOSURES ON INTERSTATE, LIMITED ACCESS PRIMARY ROUTES, AND ROUTES 58 AND 460 MUST BE ENTERED INTO THE VDOT LANE CLOSURE ADVISORY MANAGEMENT SYSTEM (LCAMS) BY 12:00 PM ON THURSDAY THE WEEK BEFORE THE WORK IS TO TAKE PLACE FOR APPROVAL. CONTACT THE WORK ZONE COORDINATOR AT 804-609-5338 FOR QUESTIONS AND ASSISTANCE. ALL LANE/SHOULDER CLOSURES REQUIRING LCAMS APPROVAL SHALL BE ENTERED INTO VA TRAFFIC.

LANE/SHOULDER CLOSURES ON PRIMARY AND MAJOR SECONDARY ROUTES MUST ALSO BE ENTERED IN VA TRAFFIC. MAJOR SECONDARY ROUTES ARE DEFINED AS THOSE LISTED IN THE RICHMOND DISTRICT RECOMMENDED WORK HOURS DOCUMENT. JUST PRIOR TO THE FIRST CONE GOING DOWN, USERS MUST CONTACT THE TOC AT 804-796-4520 TO ACTIVATE THE WORK ZONE AND WHEN THE LAST CONE HAS BEEN PICKED UP TO

DEACTIVATE THE WORK ZONE.

6. PERMITTEE MUST NOTIFY VIRGINIA DEPARTMENT OF TRANSPORTATION TOC WHEN THERE IS A CRASH IN A WORK ZONE AT 804-796-4520.

7. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE DEVELOPER'S ENGINEERING CONSULTANT AND VERIFY THE APPROVAL OF

THE PLANS BY ALL APPLICABLE FEDERAL, STATE AND LOCAL AGENCIES.

8. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT THE DEVELOPER'S ENGINEERING CONSULTANT IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL “MISS UTILITY” AT 811. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND PROPOSED RIGHT OF WAY

REQUIRED BY THE DEVELOPMENT.

9. THE PERMITTEE OR THEIR AGENT MUST CONTACT THE VDOT CUSTOMER SERVICE CENTER AT 1-800-367-7623 A MINIMUM OF 48 HOURS PRIOR TO INITIATING ANY PLANNED EXCAVATION WITHIN 1,000 FEET OF A SIGNALIZED INTERSECTION AND/OR NEAR VDOT ITS INFRASTRUCTURE.

EXCAVATION MAY PROCEED ONLY AFTER THE VDOT REGIONAL UTILITY LOCATION AGENT HAS NOTIFIED THE PERMITTEE THAT THE UTILITY

MARKING HAS BEEN COMPLETED. ADDITIONAL INFORMATION CAN BE FOUND AT:

HTTP://WWW.VIRGINIADOT.ORG/BUSINESS/RESOURCES/IIM/TE-383_REQUEST_FOR_MARKING_VDOT_UTILITY_LOCATION.PDF “MISS UTILITY” DOES

NOT LOCATE VDOT UTILITIES.

10. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OF PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATER LINES, ETC., PRIOR TO CONSTRUCTION.

11. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND FIELD CHANGES FROM THE APPROVED PLANS SHALL BE RE-SUBMITTED TO VDOT FOR APPROVAL PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE PROPOSED REVISION ALONG WITH

DRAINAGE CALCULATIONS WHEN APPROPRIATE.

12. VDOT APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM BASED ON FIELD CONDITIONS OR UNAPPROVED PLAN CHANGES.

13. VDOT APPROVAL OF THESE PLANS WILL EXPIRE FIVE (5) YEARS FROM THE DATE OF APPROVAL FOR SITE PLANS AND SUBDIVISION PLANS IF

CONSTRUCTION HAS NOT STARTED.

14. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. THE COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTAL FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE OR AS REPORTED IN A GEOTECHNICAL ANALYSIS OF THE ON-SITE SOILS.

15. A COPY OF THE COMPLETE CBR REPORT SHALL BE SUBMITTED TO VDOT IN CONJUNCTION WITH FINAL PAVEMENT DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF PAVEMENT DESIGN GUIDE FOR SUBDIVISION

AND SECONDARY ROADS IN VIRGINIA.

16. ALL VEGETATION AND ORGANIC MATERIAL SHALL BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE.

17. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE DEVELOPER OR HIS DESIGNEE, WHICH MAY BE THE CONTRACTOR, SHALL IMMEDIATELY ENGAGE A GEOTECHNICAL ENGINEER AND NOTIFY VDOT.

THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL

AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS.

18. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS SHALL BE DETERMINED AT TIME OF SUBGRADE INSPECTION.

VIDEO INSPECTION OF ACCESSIBLE OUTLET LOCATIONS, MAINLINE LONGITUDINAL CONNECTIONS, AND LONGITUDINAL PIPE FOR ALL PAVEMENT UNDERDRAINS, CROSS DRAINS, EDGEDRAINS AND PREFABRICATED GEOCOMPOSITE PANEL DRAINS SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS AND VIRGINIA TEST METHOD 108 - POST INSTALLATION INSPECTION OF UNDERDRAINS, CROSSDRAINS, AND EDGEDRAINS.

19. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF THE AGGREGATE BASE COURSE(S).

CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE BASE COURSE(S).

20. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECASTED WEATHER

CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.

21. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY ASPHALT CONCRETE SURFACE COURSE(S). CONTACT VDOT FOR INSPECTION OF THE AGGREGATE

BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).

22. A LICENSED GEOTECHNICAL ENGINEER OR HIS DESIGNEE SHALL ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL

PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE.

23. VDOT SHALL BE PROVIDED DOCUMENTATION BY A LICENSED GEOTECHNICAL ENGINEER, CERTIFYING THAT ALL IN-PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE OF THE STREET. CORES ARE TO BE OBTAINED VERIFYING PAVEMENT THICKNESS UNLESS OTHERWISE DIRECTED BY VDOT. THE PERMIT INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO THE CORE

SAMPLES BEING TAKEN.

24. ALL STORM SEWER DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST VDOT DRAINAGE MANUAL, ROAD AND BRIDGE

STANDARDS, AND IIMS.

25. ALL PRE-CAST UNITS SHALL BE VDOT APPROVED. CERTIFICATION AND VDOT STAMP IS REQUIRED ON ALL UNITS.

26. ALL CONCRETE SHALL BE CLASS A3-AE (AIR ENTRAINED 3,000 PSI) UNLESS OTHERWISE SPECIFIED.

27. ALL ROADSIDE DITCHES SHOWN AS PAVED ON PLANS ARE TO BE PAVED IN ACCORDANCE WITH THE STANDARD TYPICAL SECTION AS SHOWN ON THE PLANS. ANY ADDITIONAL PAVING OF THE DITCHES, OTHER THAN THOSE SHOWN ON THE ROAD PLANS WILL BE DETERMINED PRIOR TO

ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM.

28. ROAD & BRIDGE SPECIFICATIONS SECTION 302, DRAINAGE STRUCTURES ADDRESSES POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION OF STORM SEWER PIPES AND PIPE CULVERTS. INSPECTION FREQUENCY SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR AS NECESSITATED BY THE ENGINEER. VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VIRGINIA TEST METHOD (VTM) 123, POST

INSTALLATION INSPECTION OF BURIED STORM SEWER PIPE AND PIPE CULVERTS.

29. A CONSTRUCTION ENTRANCE SHALL BE INSTALLED ON EACH INDIVIDUAL LOT PRIOR TO ANY LOT GRADING OR HOME CONSTRUCTION ACTIVITIES AND SHALL BE ADEQUATELY MAINTAINED UNTIL ALL CONSTRUCTION TRAFFIC AREAS WITHIN THE LOT HAVE BEEN STABILIZED.

30. ALL ENTRANCES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. RESIDENTIAL LOT ACCESS SHALL

BE PROVIDED PER THE FOLLOWING CRITERIA:

·· ALL DRIVEWAY ENTRANCES AND ENTRANCE CULVERTS SHALL CONFORM TO PE-1 PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE

APPROVED BY VDOT. NO ENTRANCE CULVERTS ARE TO BE INSTALLED WITHIN FIVE (5) FEET OF A PROPERTY CORNER.

·· VDOT STANDARD CG-9D ENTRANCES SHALL BE USED WHEN AN ENTRANCE IS REQUIRED IN CURB AND GUTTER NEIGHBORHOODS UNLESS

OTHERWISE APPROVED BY VDOT.

31. DRY GUTTER IS NOT ALLOWED IN VDOT RIGHT OF WAY EXCEPT AS SHOWN ON VDOT'S ENTRANCE STANDARD DETAILS.

32. THE DEVELOPER SHALL FURNISH AND INSTALL STOP SIGNS AND STOP BARS AT STREET INTERSECTIONS AND ALL REGULATORY SIGNAGE PER THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. ALL SIGNS MUST BE INSTALLED ON VDOT STANDARD STP-1 SIGN POSTS.

33. INSTALLATION, MAINTENANCE AND OPERATION OF STREET LIGHTING SHALL BE PROVIDED BY AND AT THE SOLE EXPENSE OF OTHERS. VDOT WILL ALLOW LIGHTING WITHIN THE RIGHT OF WAY BY LAND USE PERMIT (LUP) ONLY. LIGHTING ON CURB SECTIONS SHALL BE PLACED BEHIND THE CURB AND PREFERABLY BEHIND THE SIDEWALK. FOR SHOULDER SECTIONS, THE POLE SHALL BE PLACED A MINIMUM OF 10' FROM EDGE OF PAVEMENT AND BEHIND THE DITCH LINE. ALL LIGHTING PROPOSED WITHIN THE RIGHT OF WAY MUST BE DESIGNED IN ACCORDANCE WITH THE AASHTO GUIDE FOR ROADWAY LIGHTING AND SHALL MEET THE CURRENT ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) STANDARDS.

34. TRAFFIC SIGNALS REQUIRE AN INDIVIDUAL LAND USE PERMIT. THE APPLICANT SHALL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION OF EXISTING SIGNALS. DESIGN PLANS MUST BE PREPARED AND SUBMITTED TO VDOT BY A LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL. THIS INCLUDES THE FOUNDATION DESIGN AND ANY EQUIPMENT ASSOCIATED WITH THE COMPLETED TRAFFIC SIGNAL. ALL EQUIPMENT MUST BE APPROVED BY VDOT. SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW AND APPROVAL

PRIOR TO FABRICATING ANY SIGNAL STRUCTURAL COMPONENTS.

35. SOIL STABILIZATION IS REQUIRED WITHIN 7 DAYS FOR ALL AREAS WHERE CLEARING, GRADING, EXCAVATION OR OTHER LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR WHERE LAND DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED FOR AN ANTICIPATED DURATION OF GREATER THAN 7 DAYS, OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIED AREA. SOIL STABILIZATION SHALL BEGIN AS SOON AS PRACTICABLE, BUT NOT LATER THAN THE SEVEN DAYS FOLLOWING THE DAY WHEN LAND DISTURBING ACTIVITIES

TEMPORARILY OR PERMANENTLY CEASED.

36. NO STRUCTURE SHALL BE CONSTRUCTED ON STATE MAINTAINED RIGHT OF WAYS, OR ON RIGHT OF WAYS INTENDED TO BE MAINTAINED BY VDOT UNLESS SAID STRUCTURES ARE SHOWN ON CONSTRUCTION PLANS APPROVED BY VDOT OR SUCH STRUCTURES ARE COVERED BY A VDOT LUP (OR BY A LETTER OF INTENT FROM THE RESIDENT ADMINISTRATOR/RESIDENT ENGINEER TO ISSUE SAID PERMIT AT THE TIME OF STATE

ACCEPTANCE).

VDOT CONSTRUCTION STANDARDS

ALL CONSTRUCTION METHODS AND MATERIAL SHALL CONFORM

TO THESE DRAWINGS, PROJECT SPECIFICATIONS, STANDARDS

WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS

OTHERWISE SPECIFIED, WITH THE CURRENT EDITIONS AND

LATEST REVISIONS OF THE FOLLOWING REFERENCE

DOCUMENTS:

· VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD

& BRIDGE SPECIFICATIONS

· VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD

& BRIDGE STANDARDS

· MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

· VIRGINIA SUPPLEMENT TO THE MUTCD

· INSTRUCTIONAL AND INFORMATIONAL MEMORANDA (IM)

· VIRGINIA WORK AREA PROTECTION MANUAL

SPECIFIC STANDARDS AND DETAILS FROM THE CURRENT AND

OR REVISED VERSION OF THE 2016 VDOT ROAD AND BRIDGE

STANDARDS INCLUDE:

DI-3C

MH-2

ST-1

GENERAL CONSTRUCTION NOTES

1. THIS PROJECT TO BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST VDOT ROAD

AND BRIDGE SPECIFICATIONS, ROAD AND BRIDGE STANDARDS, WORK AREA

PROTECTION MANUAL, AND AS AMENDED BY CONTRACT PROVISIONS AND THE

COMPLETE PAPER COPY OF THE PLAN ASSEMBLY.

2. THE AMELIA COUNTY ENVIRONMENTAL DEPARTMENT SHALL BE NOTIFIED 24 HOURS IN

ADVANCE OF ANY PLANS TO BEGIN CLEARING AND GRADING OPERATIONS.

3. CONTRACTOR SHALL CALL "MISS UTILITY" 48 HOURS PRIOR TO THE START OF

EXCAVATION. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL

UNDERGROUND UTILITIES SHOWN ON PLANS IN AREA OF CONSTRUCTION PRIOR TO

STARTING WORK. CONTACT THE ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION

IS DIFFERENT FROM THAT SHOWN ON THE PLAN, IF THERE APPEARS TO BE A

CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON PLAN, TO MISS THE

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

4. CONTRACTOR SHALL ACQUIRE ANY AND ALL NECESSARY CONSTRUCTION PERMITS,

AND FURNISH COPIES TO THE OWNER.

5. ALL WORK SHALL BE SUBJECT TO INSPECTION BY DESIGNATED COUNTY OFFICIALS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF THE CHIEF

INSPECTOR 48 HOURS PRIOR TO THE START OF WORK.

6. CONSTRUCTION STAKING SHALL BE DONE ONLY BY A LAND SURVEYOR REGISTERED IN

THE COMMONWEALTH OF VIRGINIA.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A LAND DISTURBANCE

PERMIT AND A VDOT LAND USE PERMIT FROM THE COUNTY AND VDOT RESPECTIVELY

PRIOR TO ORDERING MATERIALS OR COMMENCING WORK.

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

CONTROLS ARE BASED ON VIRGINIA STATE PLANE COORDINATE GRID, SOUTH ZONE,

NORTH AMERICAN DATUM OF 1983 (NAD 83).

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

ELEVATIONS BEFORE CONSTRUCTION OF MANHOLES.

10. IN ACCORDANCE WITH HANDICAP ACCESSIBILITY REQUIREMENTS, ALL APPLICABLE

CODES AND REQUIREMENTS FOR ACCESSIBILITY FOR DISABLED PERSONS SHALL BE

STRICTLY COMPLIED WITH.

11. PER ADA REQUIREMENTS, ALL SIDEWALKS AND MARKED CROSSWALKS CONSTRUCTED

MUST NOT EXCEED A 2.0% CROSS SLOPE, AND A 5.0% LONGITUDINAL SLOPE (MAXIMUM

PER ADA REQUIREMENTS). MARKED ACCESSIBLE PARKING SPACES MUST NOT

EXCEED A 2.0% GRADE IN ANY DIRECTION.

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

UNLESS OTHERWISE NOTED ON PLANS.

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

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

RESIDENT ENGINEER PRIOR TO CONSTRUCTION OF ENTRANCE.

15. WHERE ANY EXISTING PAVEMENT (SHOULDER OR TRAVEL LANE) IS PROPOSED TO BE

MODIFIED IN ANY WAY, PROPER RECONSTRUCTION AND/OR OVERLAY SHALL BE DONE.

THIS IS TO PROVIDE A SMOOTH SURFACE WITHOUT TRANSITIONAL ROUGHNESS.

16. DEMOLITION OF EXISTING ASPHALT PAVEMENT TO BE IN ACCORDANCE WITH VDOT

SPECIFICATIONS. IN AREAS WHERE FILL IS LESS THAN 3'0", THE PAVEMENT SHALL BE

HAULED OFF-SITE. WHERE FILL IS 3'0" OR GREATER, THE PAVEMENT SHALL BE

PULVERIZED AND LEFT IN PLACE.

17. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ADEQUATE AND POSITIVE SITE

DRAINAGE THROUGHOUT CONSTRUCTION. ANY SUBGRADE SOILS WHICH HAVE BEEN

WEAKENED DUE TO INADEQUATE DRAINAGE, SATURATION AND/OR DISTURBANCE BY

CONSTRUCTION SHALL BE UNDER-CUT AND REPLACED WITH COMPACTED

STRUCTURAL FILL AT NO ADDITIONAL COST TO THE OWNER.

18. WHENEVER THE CONTRACTOR'S OPERATIONS AFFECT VEHICULAR OR PEDESTRIAN

TRAFFIC, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND

MAINTENANCE OF ANY AND ALL SAFETY CONTROL DEVICES IN ACCORDANCE WITH

THE VDOT WORK AREA PROTECTION MANUAL AND AS DEEMED NECESSARY BY VDOT

AND THE ENGINEER. THE COSTS FOR SUCH ITEMS SHALL BE INCLUDED IN THE

CONTRACTOR'S LUMP SUM BID.

19. ALL SIGNS AND MARKINGS IN CONFLICT WITH ROADWAY CONSTRUCTION SHALL BE

REMOVED AND RESET AS DIRECTED BY THE VDOT RESIDENCY ENGINEER.

20. NO LANDSCAPING OF ANY TYPE SHALL BE PLACED WITHIN A THREE FOOT RADIUS OF

ANY FIRE HYDRANT. LANDSCAPING IN THE AREA OF FIRE HYDRANTS SHALL BE OF THE

TYPE THAT WILL NOT ENCROACH ON THE REQUIRED THREE FOOT CLEAR RADIUS ON

MATURITY OF GROWTH.

GEOTECHNICAL NOTES

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

ENGINEERING SERVICE FIRM.

2. ENGINEERED FILLS SHALL BE PROPERLY PLACED ACCORDING TO THE

RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER AND THE EARTHWORK

SPECIFICATIONS.

3. ALL SUMMARY REPORTS FROM THE GEOTECHNICAL ENGINEER REPRESENTING THE

PROJECT MUST STATE HIS PROFESSIONAL OPINION ON THE SATISFACTORILY

COMPLETED PHASES OF CONSTRUCTION, SUCH AS; SLOPE CUTS, SUBDRAINAGE

SYSTEMS, PREPARATION OF SUBGRADES AND COMPACTION OF EARTH FILLS.

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

CONDUCTING COMPACTION TEST AND OBTAINING RESULTS 95% OR GREATER.

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

6. THE GEOTECHNICAL ENGINEER MUST SUBMIT DAILY FIELD REPORTS, ITEMIZING THE

FIELD DENSITY TEST RESULTS. THESE REPORTS SHALL BE ACCOMPANIED WITH A COPY

OF THE SITE PLAN SHEET AND INDICATE THE TEST LOCATIONS & ELEVATIONS. THE

GEOTECHNICAL ENGINEER MUST PROVIDE ENOUGH DESIGNATED TESTING IN ALL FILL

ZONES TO ADEQUATELY EXAMINE & CERTIFY THE INTEGRITY OF THE FILL.

7. THE GEOTECHNICAL ENGINEER MUST SUBMIT A CERTIFIED BUILDING PAD REPORT FOR

EACH FILL PAD LOCATION. THIS REPORT SHALL PROFILE THE FILL MATERIAL PLACEMENT

AND PROVIDE THE COMPACTION TEST RESULTS. ALL REPORTS WILL BE ACCOMPANIED

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

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

EARTHWORK SPECIFICATIONS.

PAVEMENT / TRENCH NOTES

1. TEST SPACING AND METHODS MUST FOLLOW THE APPROVED GUIDELINES SET FORTH

AND/OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER.

2. PAVEMENT RESTORATION WIDTH VARIES DEPENDING ON EXISTING PAVEMENT AGE AND

CONDITION AND MAY BE AS WIDE AS 4 TIMES THE TRENCH WIDTH ON BOTH SIDES.

REFER TO VDOT TRENCH CUT RESTORATION GUIDELINES.

3. SELECT FILL PIPE BACKFILL (VDOT #21A) REQUIRED IN RIGHT-OF-WAY COMPACTED TO

95% OF MAXIMUM DENSITY AS SHOWN.

4. ALL OTHER PIPE BACKFILL MATERIAL SHALL BE COMPACTED TO 95% OF MAXIMUM

DENSITY

GENERAL EROSION CONTROL NOTES

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

WITH THE VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK.

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

STEP IN GRADING.

3. ALL STORM AND SANITARY SEWER LINES NOT IN STREETS ARE TO BE MULCHED AND

SEEDED WITHIN SEVEN DAYS AFTER BACKFILL. NO MORE THAN 500 FEET ARE TO BE

OPEN AT ONE TIME.

4. ALL TEMPORARY EARTH BERMS, DIVERSIONS, AND SILT DAMS ARE TO BE MULCHED AND

SEEDED FOR VEGETATIVE COVER IMMEDIATELY AFTER GRADING, STRAW OR HAY MULCH

IS REQUIRED. THE SAME APPLIES TO STOCKPILES ON SITE AS WELL AS SOIL

(INTENTIONALLY) TRANSPORTED FROM THE PROJECT SITE.

5. ELECTRIC POWER, TELEPHONE AND GAS SUPPLY TRENCHES ARE TO BE COMPACTED,

SEEDED AND MULCHED WITHIN 7 DAYS AFTER BACKFILL.

6. TEMPORARY SEEDING WILL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS WHICH

MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER

THAN 14 DAYS. FOR TEMPORARY SEEDING USE FIFTY PERCENT OF THE RECOMMENDED

RATES OF FERTILIZER AND LIME, AND FULL AMOUNTS OF SEED AND MULCH REQUIRED

FOR REGULAR SEEDING.

7. DURING CONSTRUCTION, ALL STORM SEWER INLETS WILL BE PROTECTED BY SILT

TRAPS, MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS.

8. ANY DISTURBANCE AREA NOT PAVED, SODDED, OR BUILT UPON BY NOVEMBER 1ST, IS

TO BE SEEDED ON THAT DATE WITH OATS, ABRUZZI, RYE, OR EQUIVALENT AND MULCHED

WITH HAY OR STRAW MULCH. MODIFY AS APPLICABLE DEPENDING ON PROPOSED TIME

OF CONSTRUCTION.

GENERAL STORM SEWER / STORMWATER NOTES

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

CONCRETE STRUCTURES.

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

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

AASHTO M252 (PIPE SIZES 4" TO 10") OR EQUIVALENT.

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

TO BE WATERTIGHT PER ASTM D3212 OR EQUIVALENT.

5. STEPS WILL BE REQUIRED IN ALL STRUCTURES HAVING A DEPTH OF 4'-0" OR GREATER

UNLESS OTHERWISE NOTED.

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

7. PLASTIC DRAIN BASIN TOPS TO HAVE H10 LOCKING TOP UNLESS OTHERWISE NOTED.

PLASTIC DRAIN BASINS WITHIN VEHICLE TRAFFIC PAVEMENT AREAS TO HAVE H20

LOADING RATED TOPS (LOCKING).

8. PLASTIC DRAIN BASINS LOCATED IN PAVEMENT AREAS TO HAVE CONCRETE COLLARS.

REFER TO MANUFACTURER'S DETAIL SPECIFICATIONS.

9. CONTRACTOR IS RESPONSIBLE FOR ALL DOCUMENTATION RELATING TO STORMWATER

BMP(s) AS-BUILTS AND CERTIFICATIONS REQUIRED BY THE LOCALITY AND MS-4

OPERATOR.

SURVEY NOTES:

1. OWNER OF RECORD:

AMELIA COUNTY SCHOOL BOARD

MAP ID: 42 64A & 42 64H

DB 162, PG 380

DB 162, PG 420

8533 N. FIVE FORKS ROAD

2. THIS SURVEY IS BASED ON A CURRENT TIMMONS GROUP FIELD SURVEY.

FIELDWORK WAS PERFORMED IN MAY 2023.

3. HORIZONTAL DATUM IS REFERENCED TO NAD83, VIRGINIA SOUTH ZONE

VERTICAL DATUM IS REFERENCED TO NAVD88.

4. THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE

DESIGNATION "X" BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY

(FEMA) ON FLOOD INSURANCE RATE MAP NO. 51007C0175D DATED

OCTOBER 7, 2021.

5. THIS PLAT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT.

THEREFORE ALL ENCUMBRANCES MAY NOT BE SHOWN.

6. THIS IS NOT A BOUNDARY SURVEY. PROPERTY LINES SHOWN HEREON

ARE APPROXIMATE.

THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND

RESPONSIBLE CHARGE OF DAVID F. PUGH FROM AN ACTUAL GROUND

SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS

OBTAINED ON THE FOLLOWING DATES: 17-19 & 22-23, 2023. THIS PLAT, MAP

AND DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM

ACCURACY STANDARDS UNLESS OTHERWISE NOTED.

HORIZONTAL DATUM: NAD83

VERTICAL DATUM: NAVD88

FIELDWORK COMPLETED MAY 23, 2023

JOB NO.

SHEET NO.

SCALE

CHECKED BY

D A

DRAWN BY

DATE

N D

C R

H O

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

M O

N S

G R

O U

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

, a nd

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

O N

S G

R O

U P

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

R ic hm on d, V A

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

co m

G P

A T

S :\3

-A m el ia

_B us

_L oo p\ D

W G

\S he et \C

D \5

-C

0- N

dw g

| P lo tte d on

/4 /2

P M by

L au rie C of fm an

01/08/2024

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AS SHOWN

S E

C010

G E

N E

R A

L N

D E

DRIVEWAYS, PARKING AREAS

DENOTES ASPHALT PAVEMENT IN DRIVE ISLES

NO SCALE

2" VDOT SM-9.5A ASPHALTIC CONCRETE

8" VDOT 21B AGGREGATE STONE

COMPACTED SUBGRADE

FLUSH CONCRETE BANDING

(REFER TO LAYOUT PLAN)

5' TRANSITION TO

FLUSH CONCRETE BAND SECTION

(REFER TO LAYOUT PLAN)

PERSPECTIVE VIEW

ELEVATION VIEWCURB TRANSITION DETAIL

NO SCALE

5' CURB TRANSITION

6" HIGH CURB

TRANSITION CURB TO

FLUSH CURB

TOP OF CURB FLUSH CONCRETE

BANDING

NOTES:

1. SAW CUT EXISTING PAVEMENT AND

PROVIDE A SMOOTH TRANSITION IN

GRADE AND APPEARANCE BETWEEN

NEW AND EXISTING PAVEMENT

2. MILL 12" MIN., 1" THICK, OF EXISTING

SURFACE COURSE AND OVERLAY TO

PROVIDE SMOOTH TRANSITION

SAWCUT

EXISTING SURFACE

COURSE PROPOSED SURFACE COURSE

AGGREGATE BASE

EXISTING PAVEMENT PROPOSED PAVEMENT

INTERMEDIATE ASPHALT

BASE ASPHALT

1'-0"

BENCHED PAVEMENT

JOINT WITH ASPHALT

TACK COAT

1'-0"

TIE TO EXISTING PAVEMENT

NO SCALE

4" TYPE

A-3 CONC.

1/4"

CONCRETE SIDEWALK DETAIL

R=1 4"R=1 4"

NO SCALE

DENOTES CONCRETE SIDEWALK ON PLANS

PREPARED SUBGRADE

CONTROL JOINT SPACES

AT WIDTH OF WALK OR

AS SHOWN ON DRAWINGS

EXPANSION JOINT EACH

30' MIN WITH PREMOLDED

EXPANSION FILLER

CONC WALK

MAXIMUM 5% SLOPE IN

DIRECTION OF TRAVEL;

MAXIMUM 2% CROSS SLOPE

4" 21B STONE

1":1'

SLOPE 3/16"

SURFACE OF ROADWAY

6" 1'-6"

1'-1"

4" MIN.

SLOPE 3/16"

1'-6"

4" MIN.

6" MONOLITHIC CONCRETE CURB AND GUTTER

NO SCALE

6" CONCRETE CURB

NO SCALE

CLASS A-3

CONC.

R1/2"

R2"

R1/2"

THE BOTTOM OF THE CURB AND

GUTTER MAY BE CONSTRUCTED

PARALLEL TO THE SLOPE OF THE

SUBBASE COURSES PROVIDED A

MINIMUM DEPTH OF 7" IS

MAINTAINED

R1/2"

R2"

CLASS A-3

CONC.

PAVEMENT SECTIONS

TYPICAL ASPHALT PAVING SECTION

DENOTES ASPHALT PAVEMENT IN BUS LOOP ON PLANS

2.0" VDOT SM-9.5A ASPHALTIC CONCRETE

3" VDOT BM-25.0 ASPHALTIC CONCRETE

8" VDOT 21B AGGREGATE STONE

COMPACTED SUBGRADE

BUS LOOP AND SCHOOL ENTRANCE

NO SCALE

TYPICAL ASPHALT PAVING SECTION

CONTRACTOR TO MATCH EXISTING PAVEMENT SECTION.

PAVEMENT SECTION SHOWN WAS IS FROM THE ORIGINAL

1992 AMELIA ELEMENTARY SCHOOL CONSTRUCTION PLANS.

CONTRACTOR TO MATCH EXISTING PAVEMENT SECTION.

PAVEMENT SECTION SHOWN IS FROM THE ORIGINAL 1992

AMELIA ELEMENTARY SCHOOL CONSTRUCTION PLANS.

AND PARKING AREAS ON PLANS

REFER TO CURB DETAILS

ABOVE FOR ADDITIONAL

CONCRETE/STONE

REQUIREMENTS.

JOB NO.

SHEET NO.

SCALE

CHECKED BY

D A

DRAWN BY

DATE

N D

C R

H O

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

M O

N S

G R

O U

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

, a nd

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

O N

S G

R O

U P

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

R ic hm on d, V A

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

co m

G P

A T

S :\3

-A m el ia

_B us

_L oo p\ D

W G

\S he et \C

D \5

-C

0- N

dw g

| P lo tte d on

/4 /2

P M by

L au rie C of fm an

01/08/2024

59196

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AS SHOWN

S E

C011

G E

N E

R A

L N

D E

S rich.satmaria Rectangle rich.satmaria Text Box ALTERNATE No.1

UNDERGROUND DETENTION SYSTEM - BASIS FOR DESIGN

CONTRACTOR TO PROVIDE SHOP DRAWINGS AND SPECIFICATIONS

FOR REVIEW PRIOR TO INSTALLATION OF SYSTEM.

UNDERGROUND DETENTION SYSTEM - BASIS FOR DESIGN

CONTRACTOR TO PROVIDE SHOP DRAWINGS AND SPECIFICATIONS

FOR REVIEW PRIOR TO INSTALLATION OF SYSTEM.

POLYMER COATED CMP

NOTE: CONTRACTOR IS RESPONSIBLE FOR ALL

DOCUMENTATION RELATING TO STORMWATER

BMP(S) AS-BUILTS AND CERTIFICATIONS REQUIRED

BY THE LOCALITY AND MS-4 OPERATOR.

NOTE: CONTRACTOR IS RESPONSIBLE FOR ALL

DOCUMENTATION RELATING TO STORMWATER

BMP(S) AS-BUILTS AND CERTIFICATIONS REQUIRED

BY THE LOCALITY AND MS-4 OPERATOR.

ALTERNATE No.1

JOB NO.

SHEET NO.

SCALE

CHECKED BY

D A

DRAWN BY

DATE

N D

C R

H O

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

M O

N S

G R

O U

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

, a nd

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

O N

S G

R O

U P

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

R ic hm on d, V A

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

co m

G P

A T

S :\3

-A m el ia

_B us

_L oo p\ D

W G

\S he et \C

D \5

-C

0- N

dw g

| P lo tte d on

/4 /2

P M by

L au rie C of fm an

01/08/2024

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AS SHOWN

S E

C012

G E

N E

R A

L N

D E

UNDER GROUND DETENTION INSPECTION & MAINTENANCE NARRATIVE

DURING CONSTRUCTION:

1. STORE CMP SYSTEM PER MANUFACTURER'S SPECIFICATIONS.

2. INSTALL PER MANUFACTURES SPECIFICATIONS.

3. ENSURE PROPER COVER OVER SYSTEM AT ALL TIMES PER

MANUFACTURER'S SPECIFICATION.

4. PRIOR TO BRINGING SYSTEM ONLINE, CLEAN OUT ALL SEDIMENT,

TRASH AND DEBRIS FROM BOTTOM OF PIPES AND STRUCTURES.

POST CONSTRUCTION:

1. CONTRACTOR IS RESPONSIBLE FOR ALL DOCUMENTATION

RELATING TO STORMWATER BMP(S) AS-BUILTS AND

CERTIFICATIONS REQUIRED BY THE LOCALITY AND MS-4

OPERATOR.

2. INSPECT SYSTEM ANNUALLY THROUGH THE INSPECTION PORTS.

3. REMOVE ALL MANHOLE COVERS AND USING FLASHLIGHT, INSPECT

ENTIRE SYSTEM THROUGH OUTLET STRUCTURE.

4. FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF

ENTERING A MANHOLE.

5. IF AVERAGE SEDIMENT LEVEL IS 3 INCHES IN DEPTH OR MORE,

CLEAN OUT SEDIMENT.

6. INSPECT PIPES FOR CRACKS OR BREAKS. REPAIR IMMEDIATELY IF

OBSERVED.

7. INSPECT CONTROL STRUCTURE FOR TRASH/DEBRIS AND REMOVE

ANY ACCUMULATION. INSPECT FOR CRACKING AND SPALDING OF

CONCRETE WEIR AND REPAIR AS NECESSARY.

NOTE: CONTRACTOR IS RESPONSIBLE

FOR OBTAINING AS-BUILTS OF THE

UNDERGROUND DETENTION SYSTEM.

NUTRIENT CREDIT APPROVAL LETTERS

JOB NO.

SHEET NO.

SCALE

CHECKED BY

D A

DRAWN BY

DATE

N D

C R

H O

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

M O

N S

G R

O U

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

, a nd

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

O N

S G

R O

U P

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

R ic hm on d, V A

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

co m

G P

A T

S :\3

-A m el ia

_B us

_L oo p\ D

W G

\S he et \C

D \5

-C

0- N

dw g

| P lo tte d on

/4 /2

P M by

L au rie C of fm an

01/08/2024

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AS SHOWN

S E

C013

G E

N E

R A

L N

D E

100' FRONT YARD

SETBACK (RR-3)

F R

O N

R D

K (R

R -3

ZONE RR-3: RURAL

RESIDENTIAL

ZONE RR-3: RURAL

RESIDENTIAL

ZONE RR-3: RURAL

RESIDENTIAL

ZONE RR-3:

RURAL

RESIDENTIAL

ZONE R-1:

RESIDENTIAL

ZONE R-1: RESIDENTIAL

ZONE M-2:

INDUSTRIAL

ZONE: R-2:

RESIDENTIAL

ZONE ER-1:

RESIDENTIAL

ZONE B-1: BUSINESS ZONE RR-3: RURAL

RESIDENTIAL

ZONE R-1: RESIDENTIAL

ZONE R-1:

RESIDENTIAL ZONE R-1:

RESIDENTIAL

ZONE B-1:

BUSINESS

ZONE RR-3:

RURAL

RESIDENTIAL

ZONE R-1:

RESIDENTIAL

JANET E. POORE

8633 N FIVE FORKS ROAD

MAP ID: 42 64F

DB 197, PG 325

DB 130, PG 605

ZONED: RURAL RESIDENTIAL

AMELIA COUNTY

VETERANS CENTER,

INC

MAP ID: 42 64D

ZONED: RURAL

RESIDENTIAL

VIRGINIA DIVISION OF

FORESTRY

16520 FIVE FORKS ROAD

MAP ID: 42 64G

DB 197, PG 325

DB 130, PG 605

ZONED: RURAL RESIDENTIAL

DONALD W. ADAMS

8621 N FIVE FORKS ROAD

MAP ID: 42 59

INST. #202201475

ZONED: RURAL RESIDENTIALDONALD W. ADAMS

8621 N FIVE FORKS ROAD

MAP ID: 42 64J

INST. #202201475

ZONED: RURAL RESIDENTIAL

MICHAEL GIVENS

8601 N FIVE FORKS ROAD

MAP ID: 42 64C

DB 152, PG 533

INST. #202201052

ZONED: SINGLE FAMILY

RESIDENTIAL URBAN

AMELIA COUNTY SCHOOL BOARD

8533 N FIVE FORKS ROAD

MAP ID: 42 64h

DB 162, PG 420

ZONED: RESIDENTIAL

5.470 ACRES

AMELIA COUNTY (BALL PARK)

1650 FIVE FORKS ROAD

MAP ID: 42 55

ZONED: RESIDENTIAL

AMELIA COUNTY SCHOOL

BOARD

8533 N FIVE FORKS ROAD

MAP ID: 42 64A

DB 162, PG 380

ZONED: RURAL RESIDENTIAL

AMELIA COUNTY

SCHOOL BOARD

8500 OTTERBURN ROAD

MAP ID: 42 1

ZONED: RESIDENTIAL

WINGO CALVIN W JR ETUX

MAP ID: 42 56

DB 271, PG 3737

ZONED: RESIDENTIAL

FIVE FORKS LC

8530 FIVE FORKS ROAD

MAP ID: 42 56A

DB 253, PG 616

ZONED: RESIDENTIAL

WINGO ROGER E ETUX

8540 N FIVE FORKS ROAD

MAP ID: 42 57B

DB 157, PG 40

ZONED: RESIDENTIAL

WINGO ROGER ERWIN

ETUX

8616 VIRGINIA STREET

MAP ID: 42 57

DB 214, PG 527

ZONED: RESIDENTIAL

MAP ID:

42 58A

AMELIA COUNTY SCHOOL BOARD

8533 N FIVE FORKS ROAD

MAP ID: 42 64A

DB 162, PG 380

ZONED: RURAL RESIDENTIAL

JOB NO.

SHEET NO.

SCALE

CHECKED BY

D A

DRAWN BY

DATE

N D

C R

H O

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

M O

N S

G R

O U

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

, a nd

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

O N

S G

R O

U P

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

R ic hm on d, V A

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

co m

G P

A T

S :\3

-A m el ia

_B us

_L oo p\ D

W G

\S he et \C

D \5

-C

0- O

V R

dw g | P lo tte d on

M by L au rie

C of fm an

01/08/2024

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AS SHOWN

C100

O V

E R

P R

O P

E R

A P

NAD 83

SCALE 1"=100'

200'100'

0 37

7 39

9 39

AMELIA COUNTY

VETERANS CENTER,

INC

MAP ID: 42 64D

ZONED: RURAL

RESIDENTIAL

VIRGINIA DIVISION OF

FORESTRY

16520 FIVE FORKS ROAD

MAP ID: 42 64G

DB 197, PG 325

DB 130, PG 605

ZONED: RURAL

RESIDENTIAL

FIVE FORKS ROAD

STATE ROUTE 38

VARIABLE WIDTH RIGHT OF WAY

N O

R K

S R

O A

R O

E W

H T

O F

N: 3644470.28 E: 11633044.21

N: 3644016.42 E: 11632699.70

GTI

RIM=396.46'

IN N=384.71'

IN W=384.66'

IN S=384.71'

OUT=384.56'

MHD W/ INLET

RIM=399.91'

OUT=395.51'

MHD W/ INLET

RIM=395.75'

IN N=390.00'

IN S=390.00'

OUT=389.95'

GTI

RIM=395.94'

IN=390.74'

OUT=390.69'

GTI

RIM=395.96'

OUT=391.56'

MHD W/ INLET

RIM=399.55'

OUT=394.96'

MHD W/ INLET

RIM=393.12'

IN=388.07'

OUT=387.97'

MHD

RIM=397.01'

IN=386.22'

OUT=386.09'

MHD W/ INLET

RIM=396.73'

IN S=392.21'

IN N=392.02'

OUT=391.98'

MHD W/ INLET

RIM=396.53'

OUT=392.23'

MHS

RIM=397.62'

IN=390.17'

OUT=390.14'

MHS

RIM=400.45'

IN SE=385.45'

IN SW=384.70'

OUT=384.55'

MHS

RIM=399.73'

IN=386.45'

OUT=386.30'

6" PVC

6" P

" P

30" R C

" R

C P

18" RCP

15" R

" R

C P 15

" R C

FRAME

SHED

COVERED

SIDEWALK

COVERED

SIDEWALK

BRICK COLUMNS

0.7' METAL

COLUMNS

(TYP.)

N45°08'27"W 71.29'

N44°08'48"W 91.54'

N32°15'07"W 91.38'

N18°28'23"W 92.23'

N4°

'58 "W

°4 7'

°3

°2 3'

°2 9'

R =1

2' D

=4 °2

B= N

°1

"E C

.9 6'

°1 2'

S58°17'14"E 420.10'

S3 7°

6" W

S3 7°

N58°18'01"W 106.61' N58°18'01"W 420.10'

FLAG

POLES

ELECTRIC

TRANSFORMER

8' BLOCK

WALL

12' TALL

METAL TANK

8' CHAIN

LINK FENCE

FF=398.47'

FF=398.44'

FF=398.47'

FF=398.42'

FF=398.46'

FF=398.49'

FF=398.48'

FF=398.46'

FF=398.45'

FF=398.44'

BRICK

SIGN W/

LANDSCAPE

BORDER

BRICK

SIGN W/

LANDSCAPE

BORDER

AMELIA ELEMENTARY SCHOOL

1 STORY

BRICK & METAL

BUILDING

ASPHALT

CONCRETE SIDEW

ALK

CONCRETE SIDEWALK

ROOF DRAIN (TYP.)

4' WOOD FENCE

CENTERLINE

DITCH

CENTERLINE

DITCH

CENTERLINE

DITCH

CENTERLINE

DITCH

WOOD

GATE

COVERED

SIDEWALK

END

PIPE

NOT

FOUND

AMELIA COUNTY SCHOOL BOARD

8533 N FIVE FORKS ROAD

MAP ID: 42 64h

DB 162, PG 420

ZONED: RESIDENTIAL

5.470 ACRES

X X

O H U

GRAVEL

ASPHALT

65' FRONT YARD SETBACK(R-1)

100' FRONT YARD

SETBACK (RR-3)

' S

D S

C K

(R -1

' R

D S

C K

(R R

-3

F R

O N

R D

K (R

R -3

EX STRM GRATE INLET

PER APPROVED PLAN

30" RCP

(PER PLAN)

EX STRM INLET PER

APPROVED PLAN

EX STRM MH PER

APPROVED PLAN

EX STRM CURB

INLET PER

APPROVED PLAN

EX STRM MH

(PAVED OVER)

APPROX LOCATION

PER PLAN

24" RCP

(PER PLAN)

27" RCP

(PER PLAN)

30" RCP

(PER PLAN)

27" RCP

(PER PLAN)

27" RCP

(PER PLAN)

27" RCP

(PER PLAN)

15" RCP

(PER PLAN)

AMELIA COUNTY SCHOOL BOARD

8533 N FIVE FORKS ROAD

MAP ID: 42 64A

DB 162, PG 380

ZONED: RURAL RESIDENTIAL

FIVE FORKS LC

8530 FIVE FORKS ROAD

MAP ID: 42 56A

DB 253, PG 616

ZONED: RESIDENTIAL

WINGO ROGER E ETUX

8540 N FIVE FORKS ROAD

MAP ID: 42 57B

DB 157, PG 40

ZONED: RESIDENTIAL

WINGO ROGER ERWIN ETUX

8616 VIRGINIA STREET

MAP ID: 42 57

DB 214, PG 527

ZONED: RESIDENTIAL

AMELIA COUNTY SCHOOL BOARD

8533 N FIVE FORKS ROAD

MAP ID: 42 64A

DB 162, PG 380

ZONED: RURAL RESIDENTIAL

(2) 10" HOLLY

(2) 10" HOLLY (2) 15" MAPLE

(2) 24" RED OAK

21" RED OAK

(2) 24" RED OAK

(11) 4" CRAPE

DECIDUOUS

(2) 12" MAPLE

12" MAPLE

15" MAPLE

(3) 12" MAPLE

21" RED OAK

15" RED OAK

24" RED OAK

15" TWIN

CONIFEROUS

24" RED OAK

15" TREE

12" TREE

10" DOGWOOD

4" DOGWOOD

(2) 12" TREE

15" TREE

(2) 12" MAPLE

15" MAPLE

(2) 15" TREE

24" RED OAK

48" WHITE OAK

JOB NO.

SHEET NO.

SCALE

CHECKED BY

D A

DRAWN BY

DATE

N D

C R

H O

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

M O

N S

G R

O U

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

, a nd

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

O N

S G

R O

U P

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

R ic hm on d, V A

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

co m

G P

A T

S :\3

-A m el ia

_B us

_L oo p\ D

W G

\S he et \C

D \5

-C

0- E

X S

dw g | P lo tte d on

M by L au rie

C of fm an

01/08/2024

59196

A M

H O

O L

O U

TG, LC

01-08-2024

AS SHOWN

C200

E X

N G

C O

N D

N S

NAD 83

SCALE 1"=40'

80'40'

0 37

7 39

9 39

AMELIA COUNTY

VETERANS CENTER,

INC

MAP ID: 42 64D

ZONED: RURAL

RESIDENTIAL

VIRGINIA DIVISION OF

FORESTRY

16520 FIVE FORKS ROAD

MAP ID: 42 64G

DB 197, PG 325

DB 130, PG 605

ZONED: RURAL

RESIDENTIAL

FIVE FORKS ROAD

STATE ROUTE 38

VARIABLE WIDTH RIGHT OF WAY

N O

R K

S R

O A

R O

E W

H T

O F

N: 3644470.28 E: 11633044.21

N: 3644016.42 E: 11632699.70

GTI

RIM=396.46'

IN N=384.71'

IN W=384.66'

IN S=384.71'

OUT=384.56'

MHD W/ INLET

RIM=399.91'

OUT=395.51'

MHD W/ INLET

RIM=395.75'

IN N=390.00'

IN S=390.00'

OUT=389.95'

GTI

RIM=395.94'

IN=390.74'

OUT=390.69'

GTI

RIM=395.96'

OUT=391.56'

MHD W/ INLET

RIM=399.55'

OUT=394.96'

MHD W/ INLET

RIM=393.12'

IN=388.07'

OUT=387.97'

MHD

RIM=397.01'

IN=386.22'

OUT=386.09'

MHD W/ INLET

RIM=396.73'

IN S=392.21'

IN N=392.02'

OUT=391.98'

MHD W/ INLET

RIM=396.53'

OUT=392.23'

MHS

RIM=397.62'

IN=390.17'

OUT=390.14'

MHS

RIM=400.45'

IN SE=385.45'

IN SW=384.70'

OUT=384.55'

MHS

RIM=399.73'

IN=386.45'

OUT=386.30'

6" PVC

6" P

" P

30" R C

" R

C P

18" RCP

15" R

" R

C P 15

" R C

FRAME

SHED

COVERED

SIDEWALK

COVERED

SIDEWALK

BRICK COLUMNS

0.7' METAL

COLUMNS

(TYP.)

N45°08'27"W 71.29'

N44°08'48"W 91.54'

N32°15'07"W 91.38'

N18°28'23"W 92.23'

N4°

'58 "W

°4 7'

°3

°2 3'

°2 9'

R =1

2' D

=4 °2

B= N

°1

"E C

.9 6'

°1 2'

S58°17'14"E 420.10'

S3 7°

N58°18'01"W 106.61' N58°18'01"W 420.10'

FLAG

POLES

ELECTRIC

TRANSFORMER

8' BLOCK

WALL

12' TALL

METAL TANK

8' CHAIN

LINK FENCE

FF=398.47'

FF=398.44'

FF=398.47'

FF=398.42'

FF=398.46'

FF=398.49'

FF=398.48'

FF=398.46'

FF=398.45'

FF=398.44'

BRICK

SIGN W/

LANDSCAPE

BORDER

BRICK

SIGN W/

LANDSCAPE

BORDER

AMELIA ELEMENTARY SCHOOL

1 STORY

BRICK & METAL

BUILDING

ASPHALT

CONCRETE SIDEW

ALK

CONCRETE SIDEWALK

ROOF DRAIN (TYP.)

4' WOOD FENCE

CENTERLINE

DITCH

CENTERLINE

DITCH

CENTERLINE

DITCH

CENTERLINE

DITCH

WOOD

GATE

COVERED

SIDEWALK

END

PIPE

NOT

FOUND

AMELIA COUNTY SCHOOL BOARD

8533 N FIVE FORKS ROAD

MAP ID: 42 64h

DB 162, PG 420

ZONED: RESIDENTIAL

5.470 ACRES

X X

O H U

GRAVEL

ASPHALT

65' FRONT YARD SETBACK(R-1)

100' FRONT YARD

SETBACK (RR-3)

' S

D S

C K

(R -1

' R

D S

C K

(R R

-3

F R

O N

R D

K (R

R -3

EX STRM GRATE INLET

PER APPROVED PLAN

30" RCP

(PER PLAN)

EX STRM INLET PER

APPROVED PLAN

EX STRM MH PER

APPROVED PLAN

EX STRM CURB

INLET PER

APPROVED PLAN

EX STRM MH

(PAVED OVER)

APPROX LOCATION

PER PLAN

24" RCP

(PER PLAN)

27" RCP

(PER PLAN)

30" RCP

(PER PLAN)

27" RCP

(PER PLAN)

27" RCP

(PER PLAN)

27" RCP

(PER PLAN)

15" RCP

(PER PLAN)

AMELIA COUNTY SCHOOL BOARD

8533 N FIVE FORKS ROAD

MAP ID: 42 64A

DB 162, PG 380

ZONED: RURAL RESIDENTIAL

FIVE FORKS LC

8530 FIVE FORKS ROAD

MAP ID: 42 56A

DB 253, PG 616

ZONED: RESIDENTIAL

WINGO ROGER E ETUX

8540 N FIVE FORKS ROAD

MAP ID: 42 57B

DB 157, PG 40

ZONED: RESIDENTIAL

WINGO ROGER ERWIN ETUX

8616 VIRGINIA STREET

MAP ID: 42 57

DB 214, PG 527

ZONED: RESIDENTIAL

AMELIA COUNTY SCHOOL BOARD

8533 N FIVE FORKS ROAD

MAP ID: 42 64A

DB 162, PG 380

ZONED: RURAL RESIDENTIAL

(2) 10" HOLLY

(2) 10" HOLLY (2) 15" MAPLE

(2) 24" RED OAK

21" RED OAK

(2) 24" RED OAK

(11) 4" CRAPE

DECIDUOUS

(2) 12" MAPLE

12" MAPLE

15" MAPLE

(3) 12" MAPLE

21" RED OAK

15" RED OAK

24" RED OAK

15" TWIN

CONIFEROUS

24" RED OAK

15" TREE

12" TREE

10" DOGWOOD

4" DOGWOOD

(2) 12" TREE

15" TREE

(2) 12" MAPLE

15" MAPLE

(2) 15" TREE

24" RED OAK

48" WHITE OAK

SAF

S A

SAF

SAFSAF

S A

F S

A F

S A

SAF

S A

SAF

CE*

SAF

TP TP

TPCE*

SAF

SFB

TIE SAFETY

FENCE TO EX

FENCE

TIE SAFETY

FENCE TO EX

FENCE

SAFETY FENCE

REPRESENTS

LIMITS OF WORK

SAFETY FENCE

REPRESENTS

LIMITS OF WORK

SAFETY FENCE

REPRESENTS

LIMITS OF WORK

SAFETY FENCE

REPRESENTS

LIMITS OF WORK

STOCKPILE/

CONSTRUCTION

LAYDOWN AREA

STOCKPILE/

CONSTRUCTION

LAYDOWN AREA

ALTERNATE No.1

TO REMAINREMOVE

REMOVE

TO REMAIN

REMOVE

EX TREES

REMOVE

EX SIGNS

REMOVE

EX CURB &

GUTTER

REMOVE EX CURB,

GUTTER & SIDEWALK

SAWCUT AND REMOVE

EX CURB & GUTTER

REMOVE

EX STORM

PIPE &

STRUCTURE

CUT & REMOVE ~ 10' OF EX RCP &

ABANDON REMAINING IN PLACE

(FILL w/CLSM OR ABANDON PER

LOCAL REQUIREMENTS)

REMOVE EX

STORM

STRUCTURE

REMOVE EX STORM

PIPE TO LIMITS

SHOWN

SAW CUT EXISTING

ASPHALT

SAW CUT EXISTING

ASPHALT

SAW CUT EXISTING

ASPHALT

EX CURB TO REMAIN

IN GOOD CONDITION.

DO NOT DISTURB

REMOVE EX STORM

PIPE TO LIMITS

SHOWN

SAWCUT AND REMOVE

EX SIDEWALK

RELOCATE

UTILITY BOX

REMOVE PAVEMENT

FROM EX COVERED MH

TO REMAIN

DEMOLITION NOTES

1. CONTRACTOR REPRESENTS THAT THEY HAVE VISITED THE SITE AND DEMOLITION INCLUDES REMOVAL OF ALL

EXISTING MATERIALS, SHOWN AND UN-SHOWN, REQUIRED TO PERFORM THE WORK.

2. CONTRACTOR RESPONSIBLE FOR HIRING AN INDEPENDENT UTILITY LOCATOR TO FIELD LOCATE ALL EXISTING

UTILITIES PRIOR TO THE START OF CONSTRUCTION.

3. INSTALLATION OF ALL E&S MEASURES IS REQUIRED PRIOR TO BEGINNING DEMOLITION ACTIVITIES. REFER TO

PHASE 1 CONSTRUCTION NARRATIVE ON ADDITIONAL PHASING INFORMATION.

4. ANY EXISTING UTILITIES CUT DURING CONSTRUCTION ACTIVITIES ARE TO BE REPAIRED, COORDINATED, AND

RESTORED TO SERVICE BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.

5. REMOVE ALL LIFTS OF ASPHALT, CONCRETE, GRAVEL, AND BASE STONE. SAWCUT ALL DEMOLISHED ASPHALT

AND SIDEWALK EDGES.

6. ALL EXISTING UTILITIES INDICATED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY UNLESS OTHERWISE NOTED. ANY EXISTING UTILITIES TO BE ABANDONED MUST BE DONE IN A MANNER ACCEPTABLE TO

THE LOCAL UTILITY INSPECTOR.

7. ALL EXISTING UTILITIES SHALL MAINTAIN MINIMUM COVER DURING CONSTRUCTION. ALL EXISTING VALVES AND

MANHOLES SHALL BE FLUSHED TO FINISHED GRADE.

8. SOME STORM SEWER, SANITARY SEWER, AND WATERLINE LOCATIONS ARE BASED ON RECORD DRAWINGS.

STORM SEWER, SANITARY SEWER, AND WATERLINE MAY BE INSTALLED IN A DIFFERENT LOCATION.

9. ANY UTILITY SERVICE DISRUPTION TO ADJACENT OWNERS/FACILITIES DUE TO THESE CONSTRUCTION ACTIVITIES MUST BE COORDINATED WITH THE PROVIDERS AND ADJACENT OWNERS PRIOR TO THE WORK.

SITE FEATURE DEMOLITION

DEMOLITION PLAN LEGEND

PAVEMENT / CONCRETE

DEMOLITION

UTILITY DEMOLITION/RELOCATION

SAWCUT

EROSION & SEDIMENT CONTROL GUIDELINES

THE SITE IS TO BE GRADED TO PROPOSED CONTOURS AS SHOWN. NO CRITICAL EROSION CONTROL PROBLEMS ARE ANTICIPATED AS MOST EROSION CONTROL MEASURES ARE TO BE IMPLEMENTED PRIOR TO LAND DISTURBANCE. THE CONTRACTOR SHALL ADHERE TO THE EROSION AND SEDIMENT CONTROL NOTES & DETAILS, AS WELL AS THE FOLLOWING MAINTENANCE & PROCEDURES:

1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER ROUGH AND / OR FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1)

YEAR.

2. THE DISPOSAL OF WASTE MATERIALS REMOVED FROM EROSION AND SEDIMENT CONTROL FACILITIES

SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION SEDIMENT CONTROL HANDBOOK.

3. PERIMETER EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP OF

THE LAND DISTURBING ACTIVITY.

4. EROSION AND SEDIMENT CONTROLS SHALL BE MAINTAINED SO THAT SEDIMENT CARRYING RUNOFF FROM

THE SITE WILL NOT ENTER STORM DRAINAGE FACILITIES.

5. EROSION AND SEDIMENT CONTROLS SHALL BE MAINTAINED UNTIL THE DISTURBED AREA IS STABILIZED.

6. PROPERTIES ADJOINING THE SITE SHALL BE KEPT CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY

VEHICULAR TRAFFIC OR RUNOFF.

7. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES 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 EXCESS EXCAVATION

INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.

8. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY AND AFTER EACH RUN-OFF

PRODUCING RAINFALL.

9. CONSTRUCTION SEQUENCES ARE FOR REFERENCE ONLY. THE CONTRACTOR MAY MAKE VARIATIONS AS

REQUIRED.

PHASE I EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE

1. A PRE-CONSTRUCTION CONFERENCE WITH THE CONTRACTOR, AND COUNTY EROSION CONTROL

INSPECTOR IS MANDATORY BEFORE ANY WORK IS DONE AT THE SITE. A MINIMUM OF 48 HOURS NOTICE IS

REQUIRED.

2. THE CONTRACTOR MUST VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. MARK EXISTING UTILITIES. NOTIFY THE ENGINEER IF THERE IS A CONFLICT.

*NOTE: ALL UTILITIES MAY NOT BE SHOWN; SOME LOCATIONS ARE APPROXIMATE.

3. AS SHOWN ON THIS PLAN INSTALL:

· PERIMETER SAFETY FENCE;

· PERIMETER SILT FENCE, AND TREE PROTECTION;

· INLET PROTECTION ON EXISTING INLETS;

4. MAKE APPROPRIATE DUST CONTROL ARRANGEMENTS.

5. EXISTING STORM INLETS & PIPES ARE TO REMAIN FREE OF SEDIMENT THROUGHOUT CONSTRUCTION.

6. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL

MEASURES NECESSARY TO PREVENT EROSION & SEDIMENTATION AS DETERMINED BY THE EROSION

CONTROL INSPECTOR.

7. BEFORE LAND DISTURBANCE CAN COMMENCE, THE…

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File details come from the government source that posted it. Updated Apr 2, 2024.