HomeMy WebLinkAboutSDP202100095 Plan - Submittal (First) 2021-12-151
DRAWING INDEX
2
0
5
C
C
F.,
GENERAL
G0.01 COVER SHEET
CIVIL
CO.01-00.02 GENERAL NOTES
C0.03*
E&SC NOTES
C0.04-00.05*
E&SC DETAILS
C0.06
SOILS MAP
CO.07
OVERALL PLAN
C1.01-C1.03
EXISTING CONDITIONS
C2.01-C2.02
DEMOLITION PLAN
C2.03-C2.04*
E&SC PHASE I PLAN
C2.05-C2.06*
E&SC PHASE II PLAN
C3.01-C3.02
SITE PLAN
C3.03-C3.04
GRADING & DRAINAGE PLAN
C3.05-C3.06
UTILITY PLAN
C4.01-C4.02
ROAD PLAN & PROFILE
C4.03-C4.04
WATER LINE PROFILE
C4.05
SANITARY SEWER PROFILE
C4.06-C4.07
STORM SEWER PROFILE
C4.08*
STORM SEWER CALCULATIONS
C4.09
INLET DRAINAGE AREA MAP
C5.01-05.06
CONSTRUCTION DETAILS
C6.01 *
STORMWATER NARRATIVE
C6.02-C6.03*
EXISTING LAND USE
C6.04-C6.05*
PROPOSED LAND USE
C6.06
EXISTING DRAINAGE AREA MAP
C6.07
PROPOSED DRAINAGE AREA MAP
C6.08*
STORMWATER CALCULATIONS
C6.09*
SEDIMENT BASIN DETAIL
C6.10*
SWM DETENTION POND DETAIL
*SHEET INCLUDED IN STANDALONE VSMP PLAN SET. NOT INCLUDED IN THIS SITE PLAN DOCUMENT.
PROPERTY INFORMATION
TAX MAP/PARCEL ID:
OWNER:
ALBEMARLE COUNTY ZONING CLASSIFICATION
ALBEMARLE COUNTY MAGISTERIAL DISTRICT:
PROPOSED BUILDING MAXIMUM HEIGHT:
FEMA FLOOD INSURANCE RATE MAP:
OVERLAY DISTRICTS:
NON-INFILL: SETBACKS
FRONT -MINIMUM:
SIDE -MINIMUM:
REAR -MINIMUM:
PARCEL ACREAGE:
09100-00-00-00100
ALBEMARLE COUNTY SERVICE AUTHORITY
R1 - RESIDENTIAL
SCOTTSVILLE DISTRICT
35'
ZONE X; AREAS TO BE DETERMINED
OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN
AIRPORT IMPACT AREA, ENTRANCE CORRIDOR,
STEEP SLOPES - MANAGED
5'
5'
20'
9.54 AC
PROPERTY NOT WITHIN AN ALBEMARLE COUNTY AND / OR CITY OF CHARLOTTESVILLE WATER
SUPPLY WATERSHED
CODE REFERENCES
VIRGINIA UNIFORM STATEWIDE BUILDING CODE - 2015
DEPARTMENT OF ENVIRONMENTAL QUALITY
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK- 1992
NATIONAL ELECTRICAL CODE - 2011
ADA STANDARDS - 2010
CONTACTS
OWNER:
ALBEMARLE COUNTY SERVICE AUTHORITY
ALEXANDER MORRISON, PE
168 SPOTNAP ROAD
CHARLOTTESVILLE, VIRGINIA22911
PH. (434) 977-4511 EXT. 116
FAX (434)979-0698
AMORRISON@SERVICEAUTHORITY.ORG
CIVIL ENGINEER:
DEWBERRY ENGINEERS INC.
KEVIN PENNOCK, PE
4805 LAKE BROOK DRIVE, SUITE 200
GLEN ALLEN, VIRGINIA 23060
PH. (804) 205-3338
FAX (804) 290-7928
KPENNOCK@DEWBERRY.COM
SUBMITTAL
SET NUMBER
❑ PRELIMINARY ❑ CONSTRUCTION
■ APPROVAL ❑ REVISION
❑ BIDDING ❑ RECORD
ALBEMARLE COUNTY SERVICE AUTHORITY
AVON MAINTENANCE YARD
VICINITY MAP
SDP202100063 INITIAL SITE PLAN
ALBEMARLE COUNTY, VIRGINIA
ACSA PROJECT NO.: 2019-11
SCALE: 1" = 250'
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORATION
HEALTH DEPARTMENT
Dewberry Engineers Inc.
4805 Lake Brook Dr., Suite 200
Glen Allen, VA 23060
Phone: (804) 290-7957
Fax: (804) 290-7928
www.dewberry.com
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SCALE: V = 250'
REVISIONS
No. DATE BY Description
DRAWN BY NTF
APPROVED BY KAP
CHECKED BY ACO
DATE DECEMBER 3, 2021
TITLE
COVER SHEET
DATE
PROJECT NO. 50119298
G0m01
SHEET NO.
C
N
9
F.,
1 2
1 3
GENERAL NOTES
GENERAL NOTES (CONTINUED)
_
GENERAL
EXISTING CONDITIONS (CONTINUED)
S
1.
THE "MISS UTILITY LAW' REQUIRES THE CONTRACTOR TO CALL (811 OR 1-800-552-7001) AT LEAST 3 WORKING DAYS IN ADVANCE OF THE
3.
EXISTING UNDERGROUND UTILITIES BASED ON ACCUMARK SUBMITTAL DATED JANUARY 8, 2020. ACCUMARK, INC. PERFORMED AN
1.
PLANNED WORK TO ALLOW TIME FOR MARKING, THAT THE MARKS BE RESPECTED AND PROTECTED, AND THAT EXCAVATION BE
UNDERGROUND UTILITY DESIGNATION EFFORT IN DECEMBER 2019 WITHIN THE PROJECT LIMITS SPECIFIED BY THE CLIENT.
COMPLETED CAREFULLY.
4.
EXISTING CONDITIONS BASED ON ALBEMARLE COUNTY GIS DOWNLOADED 1/16/2020.
2.
CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY, INCLUDING ON- AND OFF -SITE MATERIALS STORAGE, AND JOB SAFETY.
CONSTRUCTION WORK AND MATERIALS SHALL COMPLY WITH LOCAL REGULATIONS, COMMONWEALTH OF VIRGINIA REGULATIONS, AND
5.
EXISTING CONDITIONS BASED ON MONTICELLO HIGH SCHOOL UTILITY RECORD DRAWINGS, REV. 4-17-00 BY TIMMONS
2.
CODES, AND O.S.H.A. STANDARDS.
6.
GEOTECHNICAL ENGINEERING STUDY PREPARED BY SCHNABEL ENGINEERING DATED FEBRUARY 7, 2020.
3.
ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE
FEDERAL AMERICANS WITH DISABILITIES ACT, STATE LAWS AND REGULATIONS, AND LOCAL REGULATIONS (WHICHEVER ARE MORE
GRADING
3.
STRINGENT).
1.
PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT INTERFACE WITH PROPOSED
PAVEMENTS AND EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN
4.
CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE
EXISTING AND PROPOSED FACILITIES.
P
OWNER AND ENGINEER.
1.
2.
CONTRACTOR SHALL ADJUST AND/OR SAW CUT EXISTING PAVEMENT AS NECESSARY TO ENSURE A SMOOTH TRANSITION AND MAINTAIN
5.
WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM EARTHWORK OPERATIONS REQUIRED UP TO
POSITIVE DRAINAGE.
SUBGRADE ELEVATIONS.
3.
CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS.
2.
6.
WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -OF -WAY
SHALL CONFORM TO THE LATEST VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS.
4.
ANY PROPERTY MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED
SURVEYOR, PAID BY THE CONTRACTOR, AT NO EXPENSE TO THE OWNER.
7.
UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN
3.
NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE
LAYOUT AND MATERIALS
SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT BEGIN WORK WITHOUT APPROPRIATE PERMITS.
1.
SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR
ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS,
4.
8.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO,
MANUFACTURER'S LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT
ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC., AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH
FEATURES.
GOVERNING AUTHORITIES' REQUIREMENTS AND PROJECT SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE
INCLUDED IN BASE BID.
2.
CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS AND DATA FILES THAT ARE OBTAINED
FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS
E
9.
TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST
AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
1.
EDITION.
UTILITIES
10.
AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT ARE DISTURBED BY THE CONTRACTOR'S OPERATION SHALL BE RESTORED BY
1.
THE LOCATIONS, SIZE AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR ITS
THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION
S
SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT
1.
11.
IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION
GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO
AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY (SMELL), OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN
ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS,
THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL AND SHALL NOTIFY THE OWNER AND
SIZES AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO
ENGINEER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.
INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN PUBLIC RIGHTS OF WAY.
12.
CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP,
2.
WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE
2.
REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS AT THE CONTRACTOR'S EXPENSE WITH NO ADDITIONAL COST TO THE OWNER.
SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED THE LOCATION ELEVATION AND SIZE OF THE UTILITY SHALL BE
ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S
13.
DAMAGE RESULTING FROM CONSTRUCTION LOADS AND EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST
REPRESENTATIVE(S) FOR THE RESOLUTION OF THE CONFLICT. CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL
TO OWNER.
WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE
3.
CONFLICT.
14.
CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO ON -SITE AND
OFF -SITE AREAS, AND SHALL BE RESPONSIBLE FOR REPAIRING RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.
3.
RIM ELEVATIONS FOR SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES,
4.
AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS:
15.
THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM
A. PAVEMENTS AND CONCRETE SURFACES: FLUSH
(VSMP) AND CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL
B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH
5.
QUALITY (DEQ) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL TRANSFER
C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO
THE CGP NOTICE OF INTENT FROM THE OWNER TO THE CONTRACTOR WITH DEC. A COPY OF TRANSFER FORM SHALL BE PROVIDED TO
THE RIM ELEVATION.
THE ENGINEER PRIOR TO ANY LAND DISTURBANCE. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE MAINTAINED
6.
ONSITE BY THE CONTRACTOR.
4.
THE LOCATION SIZE, DEPTH AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED
ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE,
7.
16.
THE CONTRACTOR SHALL ADHERE TO ALL TERMS CONDITIONS AND REQUIREMENTS AS OUTLINED IN THE VSMP GENERAL PERMIT FOR
ELECTRIC,FIRE ALARM ETC.. FINAL DESIGN LOAD AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT.
) S S COO O
STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
8.
5.
CONTRACTOR SHALL COORDINATE, AND MAKE ARRANGEMENTS FOR, AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE AND/OR
17.
ALL CONTRACTOR LAYDOWN AREAS SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE LINE AND PROTECTED WITH SAFETY
GUY WIRE RELOCATION/ALTERATION AND ADJUSTMENT OF ELECTRIC, TELEPHONE, CABLE, AND ANY OTHER PRIVATE UTILITIES,
9.
AND/OR EROSION CONTROL MEASURES.
WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITY COMPANY.
18.
IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
6.
UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN. REFER TO THE ACSA WATER AND SEWER
REPAIR AND/OR REPLACE THE DAMAGED STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER, AT THE
CONSTRUCTION SPECIFICATIONS.
CONTRACTOR'S EXPENSE, WITH NO ADDITIONAL COST TO THE OWNER.
A. WATERLINE SHALL BE DUCTILE IRON (STD.). ALL FITTINGS SHALL BE DUCTILE IRON (STD.).
1.
B. GRAVITY SANITARY SEWER MAIN SHALL BE PVC (STD.).
DEMOLITION
C. STORM PIPE SHALL BE RCP (STD.).
1.
CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING
D. ELECTRICAL CONDUIT SHALL BE PVC (STD.).
2,
PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND
DISPOSE OF EXISTING UTILITIES, AND UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT AND TEN FEET BEYOND AND
7.
CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, INSTALLATION AND BACKFILL OF
BENEATH PROPOSED EXTERIOR COLUMNS, PER THE CONTRACT DOCUMENTS.
ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE
3,
PADS. CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS
2.
EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY
INDICATED ON THE DRAWINGS.
COMPANY STANDARDS, SPECIFICATIONS AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH
UTILITY REPRESENTATIVES. CONTRACTOR SHALL PROVIDE NOTICE TO THE UTILITY PROVIDERS 10 WORKING DAYS IN ADVANCE.
8.
ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED TO TOP OF PIPE ELEVATION BEFORE INSTALLATION OF PROPOSED UTILITIES.
4.
3.
CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS,
9.
CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTOR 72 HOURS IN ADVANCE OF START OF WORK AND RECEIVE
ORDINANCES AND STATUTES.
INSPECTOR APPROVAL BEFORE CONNECTING TO ANY EXISTING UTILITY LINE.
5,
4.
THE DEMOLITION PLAN, IF INCLUDED, IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS
10.
UNDERGROUND UTILITIES SHALL BE INSTALLED, INSPECTED AND APPROVED BY GOVERNING AUTHORITY OR OWNER'S REPRESENTATIVE
6,
NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE
PRIOR TO BACKFILLING.
DETAILED SCOPE OF DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO CLAIMS AND
7,
SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN SITE CONDITIONS RELATED TO ANY CONDITIONS
11.
ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 PSI.
DISCOVERED DURING EXECUTION OF THE WORK.
12.
CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH STATE AND LOCAL REGULATIONS AND SPECIFICATIONS WITH REGARDS TO
8.
5.
UNLESS OTHERWISE SPECIFICALLY PROVIDED IN THE CONTRACT DOCUMENTS, THE ENGINEER HAS NOT PREPARED DESIGNS FOR AND
MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES.
SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE, DISCOVERY, AND REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS
9.
MATERIALS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAYS, INJURY, OR DEATH
13.
CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR GOVERNING
ARISING FROM THE PRESENCES OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER
AUTHORITIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR TO OWNER POSSESSION.
FROM ANY CLAIMS MADE IN CONNECTION HEREWITH.
1
14.
CONTRACTOR SHALL COORDINATE WITH ALL PRIVATE UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS OF
6.
CONCRETE DEMOLITION SHOWN AT A MINIMUM. MUST EXTEND TO THE NEAREST CONTROUEXPANSION JOINT. CONTRACTOR
PRIVATE UTILITIES.
1
RESPONSIBLE FOR DOCUMENTING ALL EXISTING DECORATIVE CONCRETE SCORING PATTERNS. CONTRACTOR SHALL SUBMIT ALL
DOCUMENTATION TO OWNER/ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR SHALL RESTORE ALL CONCRETE TO
15.
PROVIDE DETECTABLE WARNING TAPE (4" MIN. WIDTH) OVER ALL NON-FERROUS PIPE. FOR DIRECTIONAL DRILL APPLICATIONS,
MATCH EXISTING SCORE JOINT PATTERN.
CONTRACTOR SHALL INSTALL #4 AWG TRACER WIRE. TRACER WIRE SHALL TERMINATE AT ACCESSIBLE STRUCTURES AT DIRECTIONAL
1
DRILL START/TERMINATION POINTS.
7.
SAW CUT DUST CONTROL:
A. DO NOT ALLOW WET SAWING, GRINDING, AND DRILLING/CORING GENERATED WASTEWATER TO ENTER STORM DRAINS OR
DRAINAGE
WATERCOURSES WITH FIRST BEING FILTERED. IN ADDITION, THE SEDIMENT SHALL NOT BE ALLOWED TO REMAIN ON THE PAVEMENT
1.
PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS
AFTER THE OPERATION HAS CEASED.
TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES.
1
B. BLOCK DRAINS - LOCATE ALL NEARBY STORM DRAIN INLETS, CULVERTS, AND CATCH BASINS THROUGH WHICH SLURRY
DISCHARGES MAY ENTER A WATERWAY. PREVENT UNFILTERED CONCRETE SLURRY FROM ENTERING STORM DRAINS OR
2.
PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION.
RECEIVING WATERS BY PLACING SILT FENCE, STRAW BALES, STRAW WATTLES (FIBER ROLLS), SANDBAGS, OR GRAVEL DAMS
AROUND STORM STRUCTURES.
3.
STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: CLASS III RCP.
1
C. MINIMIZE SLURRY MOVEMENT - SLURRY AND SEDIMENT FROM SAW CUTTING OPERATIONS SHOULD BE CONFINED TO THE
IMMEDIATE WORK AREA BY USING SAND BAGS, TEMPORARY BERMS OR OTHER DIVERSION STRUCTURES. ALL CONTROLS SHOULD
4.
PRIOR TO JOB COMPLETION, STORM PIPES SHALL BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS BUILD-UP.
BE PUT IN PLACE BEFORE THE START OF CUTTING OPERATIONS. MAKE SURE THE CONTROLS CAN HANDLE THE AMOUNT OF WATER
THAT WILL BE USED. MINIMIZE THE TRACKING OF SLURRY OFF SITE BY CARS AND PEDESTRIANS.
5.
ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED OR KOR-N-SEAL CONNECTIONS TO ASSURE CONNECTION AT STRUCTURE
1
D. REMOVE SLURRY - REMOVE AND TREAT ALL SLURRY AND RUNOFF FROM THE SAW CUTTING OPERATION AS SOON AS POSSIBLE.
IS WATERTIGHT.
DON'T LEAVE SLURRY TO BE WASHED AWAY BY RAIN UNTREATED OR TO SET. SWEEP UP OR SHOVEL AND DISPOSE OF RESIDUAL
1
SEDIMENT RAPPED BEHIND CONTROL MEASURES.
6.
ALL RCP STORM PIPE SHALL HAVE 0-RING GASKETS FOR WATER TIGHTNESS. SCHEDULE 40 PVC SHALL HAVE SOLVENT WELD JOINTS.
E. RATHER THAN DOING ON -SITE FILTRATION OF SAW CUTTING SLURRIES, THE MATERIAL CAN BE CONTAINED, VACUUMED AND
HDPE SHALL HAVE DUAL WALL SMOOTH INTERIOR WITH GASKETED JOINTS.
DISPOSED. IF A SHOP VACUUM IS USED, CLEAN THE FILTER AND CHAMBER OUT TO PREVENT THE CONCRETE DUST FROM
HARDENING INSIDE THE UNIT.
7.
ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL HAVE TRAFFIC RATED (H-20) FRAME AND COVERS AND COVERS SHALL BE
1
F. WATER USED FOR CLEANING OF TOOLS AND OTHER EQUIPMENT MUST BE CAPTURED AND PROPERLY DISPOSED OF IN THE
LABELED "STORM SEWER".
SANITARY SEWER OR IN A CONCRETE WASHOUT BIN.
G. WATER CONTAINING THESE RESIDUES IS CONSIDERED AN ILLICIT DISCHARGE IF IT IS ALLOWED TO ENTER THE STORM SEWER
8.
SET DRAINAGE BASIN, INLET RIMS, AND INVERTS OF SEWERS, DRAINS AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE
SYSTEM PUNISHABLE BY CIVIL AND CRIMINAL PENALTIES.
GRADING AND DRAINAGE PLANS AND PROFILES. CONTRACTOR IS RESPONSIBLE FOR POSITIVE DRAINAGE.
EXISTING CONDITIONS
9.
ALL STORM STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS
1.
SURVEY NOTES
SHOWN ON THESE PLANS AND VDOT STANDARDS. THE MINIMUM DIAMETER SHALL BE 4 FEET.
A. THIS TOPOGRAPHIC SURVEY WAS PREPARED BY DEWBERRY ENGINEERS INC. IN DECEMBER, 2019.
B. THE HORIZONTAL DATUM IS VIRGINIA COORDINATE SYSTEM - (VCS) NAD83(2011), SOUTH ZONE.
10.
ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED TO TOP OF PIPE ELEVATION BEFORE INSTALLATION OF PROPOSED STORM
C. THE VERTICAL DATUM IS NAVD88 (GEOID12B).
SEWER.
D. NO TITLE REPORT FURNISHED. THIS SURVEY DOES NOT PURPORT TO REFLECT ALL EASEMENTS, ENCUMBRANCES OR OTHER
CONDITIONS THAT MAY AFFECT THE TITLE TO THE SUBJECT PARCEL.
11.
ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM MORTAR INVERT FROM INVERT IN TO INVERT OUT PER VDOT IS-1 DETAIL.
E. BY GRAPHICAL PLOTTING, THE SUBJECT PROPERTY IS SHOWN ON FEMA COMMUNITY PANEL 51003CO426D EFFECTIVE 02/04/2005.
THE SUBJECT AREA IS SHOWN IN ZONE X.
F. WETLANDS WERE NOT DELINEATED OR MAPPED AS PART OF THIS SURVEY.
G. ONLY VISIBLE SURFACE INDICATIONS OF UNDERGROUND AND SUBSURFACE UTILITIES WERE LOCATED AS SHOWN HEREON.
4 1 5
GENERAL NOTES (CONTINUED)
TORMWATER MANAGEMENT BASIN
CONTRACTOR SHALL PERFORM AN AS -BUILT TOPOGRAPHIC SURVEY OF THE STORMWATER MANAGEMENT BASIN AND COMPLETE
"CONSTRUCTION INSPECTION AND AS -BUILT SURVEY CHECKLIST" IN APPENDIX 3B OF THE VIRGINIA STORMWATER MANAGEMENT
HANDBOOK. CONTRACTOR SHALL PROVIDE CERTIFICATION THAT THE BASIN WAS CONSTRUCTED IN ACCORDANCE WITH THE
CONSTRUCTION DOCUMENTS.
CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING WITH OWNER'S TESTING FIRM ALL TESTING AND
INSPECTIONS OF SWIM BASIN EARTHWORK. CONTRACTOR IS RESPONSIBLE FOR MAKING SURE ALL TESTING REQUIREMENTS ARE
PERFORMED AND COMPLETED SO THAT TESTING FIRM MAY PROVIDE REQUIRED DOCUMENTATION.
CONTRACTOR SHALL PROVIDE COMPLETED AS -BUILT SURVEY, CHECKLIST, CERTIFICATIONS AND GEOTECHNICAL TESTING RESULTS TO
ENGINEER FOR VERIFICATION OF SWM BASIN CONSTRUCTION.
LANT PROTECTION
TREES AND VEGETATION ADJACENT TO THE ACTUAL WORK AREA OR BORROW AREA ARE TO BE PROTECTED WITH TEMPORARY FENCING
(CHAIN LINK FENCE FOR TREES; CONSTRUCTION SAFETY FENCE FOR VEGETATION) TO PRESERVE EXISTING ITEMS INDICATED TO REMAIN
AND TO PREVENT DAMAGE TO PROPERTY.
UNDERGROUND UTILITIES SHALL BE LOCATED SO THAT CONSTRUCTION WILL NOT DAMAGE OR DESTROY THE PLANTS TO REMAIN.
UTILITY TRENCHING SHALL NOT BE LOCATED CLOSER THAN V-0" FOR EACH 1" IN DIAMETER UP TO A MAXIMUM OF 20'-0" FOR TREES TO
REMAIN. DAMAGED TREES AND PLANTS SHALL BE RESTORED TO THE SATISFACTION OF THE OWNER.
THE PARKING OF VEHICLES AND STORAGE OF ANY CONSTRUCTION EQUIPMENT OR MATERIALS SHALL NOT OCCUR UNDER THE DRIP LINE
OF TREES TO BE PROTECTED.
REPLACE TREES AND PLANTS DAMAGED BY CONSTRUCTION OPERATION WITH ONES OF SIMILAR SIZE AND APPROVED BY THE OWNER.
TREES LOST OR DAMAGED SHALL BE REPLACED ON AN INCH FOR INCH BASIS. FOR EXAMPLE, AN 8-INCH TREE CAN BE REPLACED BY TWO
(2) 4-INCH TREES. ALL REPLACEMENT TREES SHALL BE 1.5" CALIBER OR LARGER. COORDINATE WITH OWNER FOR EXACT TYPE AND
LOCATION OF REPLACEMENT TREES.
ARTHWORK AND COMPACTION
90% COMPACTION SHALL BE OBTAINED FOR ALL LANDSCAPED AREAS. 95% COMPACTION SHALL BE OBTAINED FOR ALL OTHER FILL
AREAS, INCLUDING UNDER SIDEWALKS, ROADS, PARKING LOTS, UTILITIES, AND APPURTENANCES. COMPACTION SHALL BE ACHIEVED IN
ACCORDANCE WITH ASTM-D698, STANDARD PROCTOR DENSITY.
IGNING AND PAVEMENT MARKINGS
SIGNS AND PAVEMENT MARKINGS ARE TO BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE FOLLOWING AND ANY
REVISIONS THERETO:
A. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MOST CURRENT EDITION ADOPTED BY VDOT)
B. THE VDOT ROAD & BRIDGE STANDARDS
C. VDOT ROAD & BRIDGE SPECIFICATIONS
PERMANENT PAVEMENT LINE MARKINGS AND PAVEMENT MARKING MESSAGES SHALL BE VDOT TYPE B, CLASS I, UNLESS OTHERWISE
NOTED. NOTE THAT ALL PERMANENT 4" PAVEMENT LINE MARKINGS SHALL BE VDOT TYPE A PAINT. MINIMUM PAINT THICKNESS SHALL BE
15 MILS (DRY).
ANY EXISTING PAVEMENT MARKINGS WHICH WILL CONFLICT WITH THE PROPOSED PAVEMENT MARKINGS SHALL BE COMPLETELY
ERADICATED.
LIMITS OF PROPOSED PAVEMENT MARKINGS SHOWN ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD UNTIL EXISTING
PAVEMENT MARKINGS CAN BE MATCHED.
PROPOSED SIGN LOCATIONS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND
UTILITIES OR OTHER OBSTRUCTIONS AND TO COMPLY WITH THE REFERENCES IN NOTE 1 ABOVE.
NEW SIGN FACINGS SHALL BE OF HIGH INTENSITY REFLECTIVE SHEETING (ENCAPSULATED LENS TYPE)
EXISTING AND PROPOSED SIGNS SHALL BE MOUNTED ON STEEL POSTS PER VDOT STANDARD STP-1
CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SIGNS.
CONTRACTOR SHALL PROVIDE ALL PERMANENT SIGNAGE TO BE INSTALLED.
ACSA GENERAL WATER & SEWER CONDITIONS
WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE
RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF WORK.
THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION
FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION.
THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND
WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND
LINES AND STRUCTURES, AS NECESSARY.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION
SPECIFICATIONS AS ADOPTED BY THE ACSA.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE,
OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC.
ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF
THE LINE.
0. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
1. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE
JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
2. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL
UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER
LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR
UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
3. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF
THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR
UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
4. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER
MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION
SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
5. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA.
6. PRIOR TO BACKFILL PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE
INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE
ACSA RULES AND REGULATIONS.
7. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO
ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED.
10 Dewberry
Dewberry Engineers Inc.
4805 Lake Brook Dr., Suite 200
Glen Allen, VA 23060
Phone: (804) 290-7957
Fax: (804)290-7928
www.dewberry.com
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b Lit. No. 037023
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SCALE
REVISIONS
No. DATE BY Description
NTF
DRAWN BY
KAP
APPROVED BY
ACO
CHECKED BY
DECEMBER 3, 2021
DATE
TITLE
GENERAL
NOTES
PROJECT NO. 50119298
C0001
SHEET NO.
C
A
9
UAI
1 1 2
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT
SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL
GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS
OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN
AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER
ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR
DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY
(29 CFR PART 1926).
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR
MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832)48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS
PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE
SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND
SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO
ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL
WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT
THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN IN THE OPINION OF THE
COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET
OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO
SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT
SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS
PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES
AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN IN THE OPINION OF
THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR
PUBLIC ROADS.
12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL
TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR
COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION
PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
Al RFMARI F COUNTY GFNFRAI CONSTRICTION NOTFS FOR SWM PI AN
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL
MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION
OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES;
CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION
CONTROL INSPECTOR.
1 3 1
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR ESC PLAN
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR
TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION
AND SEDIMENT CONTROL REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO
THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL
EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF
ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO
9:00 PM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO
MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET
BECAUSE OF SLIDES SINKING OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER
MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE
OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS
OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO
CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80
LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE
SHALL BE APPLIED AT 90 LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000
LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS/ACRES AND CONSIST OF 95%
KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80
LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO
0
STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50 /o OF THE WET STORAGE VOLUME
IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT
FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED
IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION,
WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION
ORDINANCE SECTION 17-204G)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND
DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B)
ABBREVIATIONS
AC.= ACRE
IRF = IRON ROD FOUND
APPRX. = APPROXIMATE
LF = LINEAR FEET
BC = BACK OF CURB
LOD = LIMITS OF DISTURBANCE
BW = BOTTOM OF WALL
LP = LIGHT POLE
CAB = SWITCH CABINET
MH = MAN HOLE
CG = CURB AND GUTTER
N.T.S = NOT TO SCALE
DI = DUCTILE IRON
O/H = OVERHEAD
EOI = END OF INFORMATION
PP = POWER POLE
EP = EDGE OF PAVEMENT
R = RADIUS
EX = EXISTING
RCP = REINFORCED CONCRETE PIPE
FF = FINISHED FLOOR
RAN= RIGHT OF WAY
FG = FINISH GRADE
SD = STORM DRAIN
FH = FIRE HYDRANT
STM = STORM STRUCTURE
FP = FLAG POLE
SWIM = STORM WATER MANAGEMENT
DA = DRAINAGE AREA
S/W = SIDEWALK
Tc = TIME OF CONCENTRATION
TC = TOP OF CURB
TW = TOP OF WALL
TYP = TYPICAL
WM = WATER METER
WWF = WELDED WIRE FENCE
4 1 5
SURVEY TABLES
SANITARY SEWER TABLE: STORM SEWER TABLE:
SANITARY MANHOLE CURB INLET
SAN TOP=561.41 ST TOP=561.14
0� INV IN=554.79 (LAT) INV IN=553.93 (SW)
INV OUT=554.69 (2) INV OUT=553.62 (2)
SANITARY MANHOLE CURB INLET
TOP=557.79
SAN ST INV IN=552.42 (LAT) TOP=553.32
02 INV IN=552.62 (1) 02 INV IN=546.68 (1)
INV OUT=552.38 (3) INV OUT=546.58 (3)
SANITARY MANHOLE CURB INLET
SAN TOP=547.26 ST TOP=549.49
Q3 INV IN=538.35 (2) 03 INV IN=544.37 (2)
INV OUT=538.13 (4) INV OUT=541.67 (4)
SANITARY MANHOLE STORM MANHOLE
SAN TOP=537.58 ST TOP=550.26
0¢ INV IN=532.86 (3) Q¢ INV IN=541.48 (3)
INV OUT=532.69 (5) INV OUT=541.03 (SE)
SANITARY MANHOLE CURB INLET
SAN TOP=527.82 ST TOP=526.36
05 INV IN=522.97 (4) 05 INV IN=521.18 (W)
INV OUT=522.87 (6) INV OUT=519.82 (6)
SANITARY MANHOLE CURB INLET
SAN TOP=537.18 ST TOP=526.13
06 INV IN=522.08 (5) 06 INV IN=518.83 (5)
INV OUT=521.88 (7) INV OUT=518.56 (7)
SANITARY MANHOLE CURB INLET
SAN TOP=524.27 ST TOP=518.06
Q] INV IN=517.55 (6) 07INV IN=513.83 (6)
INV OUT=517.41 (SE) INV OUT=511.17 (8)
CURB INLET
ST TOP=510.10
08 INV IN=506.53 (7)
INV OUT=505.18 (NE)
POINT
NORTHING
EASTING
ELEVATION
DESCRIPTION
1
3886700.734
11484412.855
511.42
ROD & CAP
2
3886430.351
11484302.961
525.95
ROD & CAP
3
3886427.530
11484115.644
546.22
ROD & CAP
4
3886598.762
11483586.916
575.42
ROD & CAP
5
3886874.664
11483410.511
604.50
NAIL SET
6
3887116.550
11483039.757
592.03
NAIL SET
7
3887574.080
11483388.261
587.49
NAIL SET
8
3887298.080
11483702.872
573.55
NAIL SET
9
3887506.869
11483633.565
576.15
NAIL SET
LEGEND
- 0HE - EXISTING OVERHEAD ELECTRIC LINE PROPOSED BUILDING
EXISTING POWER POLE PROPOSED ROADWAY
ss EXISTING SANITARY LINE - - PROPOSED PROPERTY SETBACK
EXISTING SANITARY MANHOLE PROPOSED SECURITY FENCE
® EXISTING CLEANOUT PROPOSED STORMWATER POND
SD- EXISTING STORM LINE PROPOSED RETAINING WALL
® EXISTING STORM INLET a a PROPOSED GUARDRAIL
® EXISTING STORM MANHOLE PROPOSED LIMITS OF DISTURBANCE
oHT EXISTING OVERHEAD TELEPHONE PROPOSED SIDEWALK
MT EXISTING COMM PEDESTAL PROPOSED TREELINE
ACSA WATER EXISTING ACSA WATERLINE SS PROPOSED SANITARY LINE
Wv® EXISTING WATER VALVE • PROPOSED SANITARY MANHOLE
EXISTING WATER METER �5 PROPOSED SANITARY CLEANOUT
EXISTING WATER MANHOLE PROPOSED STORM LINE
FH EXISTING FIRE HYDRANT PROPOSED STORM MANHOLE
❑1 EXISTING UTILITY VAULT PROPOSED STORM DRAIN INLET
UGE EXISTING UNDERGROUND ELECTRIC LINE W PROPOSED WATER LINE
UGG EXISTING UNDERGROUND GAS LINE ® PROPOSED WATER METER
EXISTING GAS VALVE FS PROPOSED FIRE LINE
EXISTING GAS MARKING POLE H PROPOSED GATE VALVE
EXISTING BUILDING OVERHANG l�J PROPOSED FIRE HYDRANT ASSEMBLY
EXISTING CHAIN -LINK FENCE Ile PROPOSED FDC
- - - -618- - - - EXISTING MINOR CONTOUR O PROPOSED POST INDICATOR VALVE
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PROJECT NO. 50119298
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TITLE
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No. DATE BY Description
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DATE DECEMBER 3, 2021
TITLE
DEMOLITION PLAN
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4805 Lake Brook Dr., Suite 200
Glen Allen, VA 23060
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REVISIONS
No. DATE BY Description
DRAWN BY NTF
APPROVED BY KAP
CHECKED BY ACO
DATE DECEMBER 3, 2021
TITLE
DEMOLITION PLAN
PROJECT NO. 50119298
C2002
SHEET NO.
1 1 2
I
4 5
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9
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TIE INTO EXISTING 5' WIDE
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DESIGN OF AVON WIDENING
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TIE IN LOCATION AND NOTIFY
ENGINEER OF DISCREPANCIES.
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LIMITS OF ALBEMARLE COUNTY
STREET IMPROVEMENTS:
CONSTRUCTION ANTICIPATED
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WHITEWASH, L.L.C.
D.B. 3860, PG. 155
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PARCEL ID: 09100-00-00-002D1
ZONING: PD-SC PLANNED I
DEVELOPMENT SHOPPING CENTERS
\ 1335 PARHAM CIRCLE I
N/F
ALBEMARLE COUNTY
SERVICE AUTHORITY
D.B. 1089, PG. 670
PARCEL ID: 09100-00-00-001A
3EMARLE COUNTY
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.B. 1089, PG. 670
ID:09100-00-00-00100
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PARCEL ID: 09100-00-00-002D3
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Glen Allen, VA 23060
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Fax: (804) 290-7928
Iwww.dewberry.com
STORAGE BAYS
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I ENCLOSURE
ZONING: R1 RESIDENTIAL
LUNING: R1 RESIDENTIAL
... .... ............
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SEGMENTAL RETAINING WALL ...........'.'.'..'.'.'.'......
1737 AVON STREET EXT MAX. HEIGHT = 10' (TYP.) 15.0' 22.0' o S Q ..;.... :..:...'.'.'..'.'.:'...:.:.:. :.:.:.:..:.:.:.:..:.:.: o
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D.B. 360, PG. 185
D.B. 348, PG. 104
UA I t VVI I N AU I UMH II.,
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GENERAL NOTES
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ASPHALT
CONCRETE
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REVISIONS
No. DATE BY Description
DRAWN BY NTF
APPROVED BY KAP
CHECKED BY ACO
DATE DECEMBER 3, 2021
TITLE
SITE PLAN
PROJECT NO. 50119298
C3m01
UNITED RENTALS
1. THE MAXIMUM HEIGHT FOR A SINGLE RETAINING WALL, MEASURED FROM GRADE TO GRADE, SHALL BE TEN
FEET.
2. A MINIMUM HORIZONTAL DISTANCE OF THREE FEET SHALL BE MAINTAINED BETWEEN EACH INDIVIDUAL WALL
IN A STEPPED WALL SYSTEM, AND SHALL BE LANDSCAPED WITH SCREENING SHRUBS PLANTED ON TEN FOOT
CENTERS.
SHEET NO.
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GENERAL NOTES
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COUNTY OF ALBEMARLE
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1515 FOUNDERS PL
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4805 Lake Brook Dr., Suite 200
Glen Allen, VA 23060
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2. A MINIMUM HORIZONTAL DISTANCE OF THREE FEET SHALL BE MAINTAINED BETWEEN EACH INDIVIDUAL WALL
IN A STEPPED WALL SYSTEM, AND SHALL BE LANDSCAPED WITH SCREENING SHRUBS PLANTED ON TEN FOOT
CENTERS.
3. NEW CANOPY FOR FUELING STATION IS 26X26', HEIGHT IS 17'-6"
O ZOuKEVINANTHONIP
LIC. No. 037023
O I'fi13121
T
Is
®1K'r01VAL EN effi
SCALE
0' 15' 30' 60'
SCALE: 1" = 30'
REVISIONS
No. DATE BY Description
DRAWN BY NTF
APPROVED BY KAP
CHECKED BY ACO
DATE DECEMBER 3, 2021
TITLE
SITE PLAN
PROJECT NO. 50119298
C3002
ALBEMARLE HEALTH &
REHABILITATION CENTER
SHEET NO.
1 2 3 4 5
I / _ _ _ WHITEWASH, L.L.C. - \ - �\ IRS--- _ \ \ \ N/F \ I \\ \ I11\ D.B. 3860, PG. 155
D.B. 1895, PG. 168(PLAT) CREEKMILL LLC r \ / I I \ \ \ \
D.B. , PG.
PARCEL ID: 09100-00-00-002D1 PARCEL ID: 09100-00-00-002D3
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'DEVELOPMENT SHOPPING CENTERS �� ��` �� \ DEVELOPMENT SHOPPING CENTERS\
I 1 / -
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No. DATE I BY I Description
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No. DATE I BY I Description
DRAWN BY NTF
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PROJECT NO. 50119298
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No. DATE BY Description
DRAWN BY NTF
APPROVED BY KAP
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DATE DECEMBER 3, 2021
TITLE
WATER LINE
PROFILE
PROJECT NO. 50119298
C4mO3
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No. DATE BY Description
DRAWN BY NTF
APPROVED BY KAP
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DATE DECEMBER 3, 2021
TITLE
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PROFILE
PROJECT NO. 50119298
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REVISIONS
No. DATE BY Description
DRAWN BY NTF
APPROVED BY KAP
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DATE DECEMBER 3, 2021
TITLE
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REVISIONS
No. DATE BY Description
DRAWN BY NTF
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� � INLET DRAINAGE AREA
0oa(T.) DRAINAGE AREA SYMBOL
Dewberry Engineers Inc.
4805 Lake Brook Dr., Suite 200
Glen Allen, VA 23060
Phone: (804) 290-7957
Fax: (804) 290-7928
www.dewberry.com
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.t LIC. No. 037023
O I'fi13121
�®��'�NAL EN effi
SCALE
0' 20' 40' 80,
SCALE: 1" = 40'
iEVISIONS
No. DATE I BY I Description
DRAWN BY SPC
APPROVED BY KAP
CHECKED BY HCG
DATE DECEMBER 3, 2021
TITLE
INLET DRAINAGE
AREA MAP
PROJECT NO. 50119298
C4009
SHEET NO.
5
E
C
f
f�
1.5" SM-9.5A
6" 21-B AGGREGATE
COMPACTED SUBGRADE TO 95%
MAX. DRY DENSITY STD.
PROCTOR PER ASTM D-698,
METHOD D. (12" MIN. BELOW
SUBGRADE)
ASPHALT PAVEMENT SECTION
H2O LOAD RATED COVER AND
FRAME. STANDARD 4' MANHOLE.
SEE WATER MANHOLE FRAME
AND COVER DETAIL.
FINISHED GRADE
MIN.
TO SPRINKLER RISER AT PROPOSED
TENNIS BUILDING BUILDING. SEE
PLUMBING FOR CONTINUATION.
—� 1/4" PER FO(
T
12"
CHECK VALVE W/BALL
DRIP VALVE AND
CONCRETE SUPPORT.
LOCATED BALL DRIP AT
LOW POINT IN LINE IN
ORDER TO DRAIN LINE
AFTER FIRE EVENT.
24"
Cf1�ll��
1 2 3 4
6" 4000 PSI
3" BM-25A CONCRETE D o
N.T.S.
3'-0"
GASKET
CONFORMING
TO ASTM
C-443
- 6" D.I. PIPE
PRE -CAST
CONCRETE
SECTION
8" 21-B AGGREGATE
COMPACTED SUBGRADE TO 95%
MAX. DRY DENSITY STD.
PROCTOR PER ASTM D-698,
METHOD D. (12" MIN. BELOW
SUBGRADE)
CONCRETE SLAB SECTION
FIRE DEPARTMENT CONNECTION OR
FIRE DEPARTMENT VALVE.
CITY OF CHARLOTTESVILLE C&O
THREADS REQUIRED FOR FIRE
DEPARTMENT CONNECTION
6" THICK X 18"0 NO PARKING IN
CONCRETE FRONT OF FDC.
ROADWAY
MECHANICALLY
RESTRAINED JOINTS
(SEE SPECS)
#57 WASHED
NOTES: STONE
1. ALL SIAMESE CONNECTIONS MUST BE WITHIN 50 FEET OF A FIRE HYDRANT.
2. SIAMESE CONNECTION CAN BE ATTACHED TO BUILDING. CHECK VALVE W/ BALL DRIP NOT REQUIRED
IF SIAMESE CONNECTION IS TIED DIRECTLY TO THE BUILDING.
3. PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI.
4. ALL JOINTS, LIFT HOLES, INLETS, AND OUTLETS SHALL BE SEALED WITH NON -SHRINK GROUT INSIDE
AND OUT. THE EXTERIOR SURFACE OF THE MANHOLE SHALL BE WATERPROOFED USING
BITUMASTIC WATERPROOFING.
5. COATED STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4 FEET.
6. FIRE DEPARTMENT CONNECTION SHALL BE 5' CLEAR OF LANDSCAPING.
7. PRE -CAST UNITS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS 20 LOADING AND
MANUFACTURED IN ACCORDANCE WITH AASHTO M199 AND ASTM C-478.
FIRE DEPARTMENT CONNECTION
N.T.S.
N.T.S.
NO
POST INDICATOR VALVE
N.T.S.
NOTES:
1. THE SEGMENTAL RETAINING WALL SYSTEM SHALL BE DESIGNED BY A LICENSED PROFESSIONAL
ENGINEER REGISTERED IN THE STATE OF VIRGINIA.
2. MODULAR RETAINING WALL SYSTEM SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND
SEALED BY THE PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR DESIGN. SHOP DRAWINGS
AND CALCULATIONS SHALL BE SUBMITTED TO DEWBERRY ENGINEERS INC. FOR REVIEW AND
APPROVAL.
3. FOR UNITS TO BE EMBEDDED, COMPACT FILL IN FRONT OF UNITS AT THE SAME TIME THAT FILL
BEHIND THE UNITS IS COMPACTED.
4. INSTALL #57 STONE IN A 2'-0" WIDTH DIRECTLY BEHIND THE WALL AND EXTEND STONE TO WITHIN
12" OF THE TOP OF THE WALL. DRAINAGE AGGREGATE SHALL NOT EXTEND BELOW FINAL GRADE
IN FRONT OF THE WALL.
5. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698).
6. COMPACTION WITHIN 5 FEET OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT.
7. GEOSYNTHETIC REINFORCEMENT SHALL BE PLACED WITH STRONGEST DIRECTION
PERPENDICULAR TO WALL. FOLLOW GEOSYNTHETIC REINFORCEMENT MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS.
8. CONTRACTOR SHALL DIRECT SURFACE RUNOFF TO AVOID DAMAGING WALL DURING
CONSTRUCTION.
9. FOLLOW APPLICABLE PROVISIONS OF THE MODULAR RETAINING WALL SYSTEM MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS.
10. COORDINATE MODULAR CONCRETE UNIT STYLE, PATTERN, AND COLOR WITH OWNER.
VARIES
MODULAR CONCRETE
CAP UNIT. ADHERE
TO UNIT BELOW WITH
CONCRETE ADHESIVE.
�L�
CONCRETE
FACING UNITS
FILTER FE
AROUND;
VDOT #57
FACE
TYPICAL MODULAR
CONCRETE CAP UNIT
VDOT #57 STONE
I AP WITH
FRILTE FABRIC
BACKFILL
GEOSYNTHETIC REINFORCING.
LENGTH, TYPE, AND SPACING
BY MODULAR REINFORCED
SEGMENTAL RETAINING WALL
SYSTEM MANUFACTURER
��\' REINFORCED BAC KFILL
MIN. '%j��/j COMPACT TO95/oOF
MAXIMUM STANDARD
PROCTOR DENSITY
(ASTM D-698)
�6" DIA. CORRUGATED, PERFORATED
PLASTIC PIPE. PROVIDE OUTLET AT END
OF WALL. SLOPE DRAIN 1/8" PER FOOT
MINIMUM. WRAP PIPE IN FILTER FABRIC.
PROVIDE 1/2" GALVANIZED STEEL WIRE
MESH OVER END OF PII
b��J FACE
!. A
TYPICAL MODULAR
CONCRETE FACING UNIT
MODULAR REINFORCED SEGMENTAL
RETAINING WALL DETAIL
N.T.S.
FILL WITH NON -SHRINK
HANDRAIL POSTS GROUT; AND SEAL
CORE DRILL
RETAINING WALL HANDRAIL
POST FOUNDATION
N.T.S.
r
Dewberry Engineers Inc.
4805 Lake Brook Dr., Suite 200
Glen Allen, VA 23060
Phone: (804) 290-7957
Fax: (804) 290-7928
www.dewberry.com
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Lic. No. 037023
O I21312� k+4, T
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® "-'01VAL StG. ffi e
SCALE
REVISIONS
No. DATE BY Description
DRAWN BY NTF
APPROVED BY KAP
CHECKED BY ACO
DATE DECEMBER 3, 2021
TITLE
CONSTRUCTION
DETAILS
PROJECT NO. 50119298
C5m01
SHEET NO.
1 2 3 4 5
E
C
Q6"
s
GATE
zo-"
GATE MOUNTING POST
FENCE LINEA FENCE LINE
FENCE POS FENCE POST
DETAIL C
.0,1 1001'-
•,
SIDE VIEW TOP VIEW
VHKICO
DETAIL D
lI�I'ki
JAPI
GATE MOU"T"" T
FENCE MOUNTING F
DETAIL A
O
B
0
ISO
VIEW
DETAIL B
S" THICK PLATE
8" BOLT
2"x2" TUBE
TransPort cantilever gates are designed to meet all requirements of ASTM F2200,
Safety mesh supplied but not shown for clarity.
NOTICE To PERSONS RECEIVING THIS DRAVING
AND/Ot TECHNICAL INFORNATMN
Amerlstor Perimeter Securk USA Inc claims
proprietry rights to the material disclosed here
This drawing and/or techrical Information Is
Inconfidence far engineering Information only
and nay not be reproduced or used to
manufacture onything shorn on referred to
UNLESS anER10SE
SPECIFIED TOLERANCES
xx
PX ! a3
xxxx t a2
ANTES ! 0.5'
FRACTION$ i 1/R
SURrI FWSX
ORAVOG COPLIES VITX
ASNE Y14.5N - 1994
TRANSPORT II CANTILEVER GATE 6'-24
OGI
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THING ANKLE
pIi0.ECTIO!
S�AAT RR�Th�yy
rA�T El
IxiAVN BY
nnthan
DES By
na ham
hereon dthout direct written permission from
rlstar Perimeter Security USA In,fRANS�OR�T
Tulsa
DOCUMENT ID
This drawing on /ar SedWcal Moriatbn Is theAS
This draw Perimeter Security USA Inc to the4MAS
property of Anerktar Perimeter Security USA In
and is loaned far muGol assistance to be ret r
when Its papaw his has been served
TOP VIEW
III Eft-24ft CLASSI
NOTES
1. REFER TO GATE OPERATOR NOTES FOR ELECTRICAL AND OTHER
CONTROLS
TRANSPORT II CANTILEVER GATE 61-241
N.T.S.
GATE OPERATOR AND COMPONENTS
CONTRACTOR IS RESPONSIBLE FOR A COMPLETE AND FUNCTIONAL GATE OPERATOR, INCLUDING ALL NECESSARY AND SPECIFIED CONTROLS.
B ALL LISTED PART NUMBERS ARE FOR DOOR KING PRODUCTS; EQUIVALENT PRODUCTS WILL BE CONSIDERED SUBJECT TO OWNER APPROVAL;
- Y/2 HP VEHICULAR SLIDE GATE OPERATOR, 115 VAC, MAX. GATE WEIGHT 1,000 LB: MODEL # 9150-384
- 115 VAC - 3.3 AMP HEATER AND FAN KIT (FREEZE PREVENTION): PART # 1601-154
- INFRARED THRU-BEAMS (TWO NEEDED), 50-FOOT MAX. SENSING DISTANCE: MODEL # 8080-050
- SUPPORT POST CONTACT SENSOR, 5-FOOT EDGE: PART # 8080-070
- TRANSFORMER (FOR THRU-BEAMS), 20-VA, 24-VOLT, AC OUTPUT: PART # 1804-059
- ADDITIONAL CHAIN (20' LENGTH): PART # 2600-442
- EXISTING LOOP DETECTORS TO REMAIN IN PLACE; REPLACE AT CONTRACTOR'S EXPENSE IF DAMAGED DURING CONSTRUCTION
fur
i
WITH
HEIGHT
2" NOM.
36" MIN.
FOOTING DEPTH
1
8' O.C. NOM.
(SEE NOTE 2)
1 %4" FORERUNNERTM
RAIL (SEE
CROSS-SECTION ON
PANEL DRAWING)
3" x 12 ga. POST
1" x 14 ga. PICKET
BRACKET OPTIONS
PANEL BRA(
SPECIALLY DESIGNED
-POINT CONNECTION ENSL
FIXITY OF RAIL ENDS
INCREASED STREN
INTERNAL RETAINING D
RUNNER."" VARIABLE PITCH CONNECTION SYSTEM R
RAIL Fr,Y1 EASE OF INSTALLATION, HIGH AN LE
BIAS ABILITY AND ELIMINATIO OF
1 e1 k,}mf UNSIGHTLY EXTERNAL FASTENERS.
UNIFORM ZINC COATING I
(HOT DIP GALVANIZED)
BASE MATERI
UNIFORM ZINC COATI
(HOT DIP GALVANIZED)
ZINC PHOSPHATE
CONVERSION COATII
EPDXY BASE CC
"NO -MAR" POLYESTER POWDER FINISH
AEGIS II CLASSIC 2/3-RAIL
Source: Ameristar N.T.S.
NOTES
FORERUNNER TIA RAIL
DOUBLE -WALLED "U"-CHANNEL
SPECIALLY FORMED HIGH STRENGTH
ARCHITECTURAL SHAPE
04
1. POST SIZE DEPENDS ON FENCE HEIGHT AND WIND LOADS. SEE AEGIS
IIT1A POST SIZING CHART.
2. PANELS ALSO AVAILABLE FOR 6' ON CENTER POST SPACING
3. ADDITIONAL HEIGHTS AVAILABLE ON REQUEST.
4. THIRD RAIL OPTIONAL.
5. VALUES SHOWN ARE NOMINAL AND NOT TO BE USED FOR
INSTALLATION PURPOSES. SEE PRODUCT SPECIFICATION FOR
INSTALLATION REQUIREMENTS.
VDOT A-3 CONCRETE
TOP OF
4" MIN.
1
CURB CUT
N.T.S.
CROSS SLOPE
24
1
Source: Ameristar
TOP OF CURB
CONTINUE STONE BASE FROM ADJACENT
PAVEMENT SECTION UNDER CURB
Source: Dewberry
Dewberry Engineers Inc.
4805 Lake Brook Dr., Suite 200
Glen Allen, VA 23060
Phone: (804) 290-7957
Fax: (804) 290-7928
www.dewberry.com
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LIC. No. 037023
T
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�Q1K'r01VAL E-effi
SCALE
REVISIONS
No. DATE BY Description
DRAWN BY NTF
APPROVED BY KAP
CHECKED BY ACO
DATE DECEMBER 3, 2021
TITLE
CONSTRUCTION
DETAILS
PROJECT NO. 50119298
C5002
SHEET NO.
1 2 3 4 5
C
C
f
5
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY.
VARIES
WATER SEWER
> A
E3
o% E
LOCATION OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
EASEMENT WIDTHS, WATER OR SEWER ONLY — 20' MINIMUM
WATER &SEWER 30' MINIMUM
x SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER SYSTEMS.
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT
90' TO THE RIGHT OF WAY.
UTILITY LOCATIONS & EASEMENT WIDTHS
NTS
FIG. W-1
TD-1
1' COMPRESSION x 3/4" MALE PIPE COUPUNG
OR APPROVED EQUAL
1/8 BEND
0
NOTE:
NO SWEATED FITTINGS
DUAL SERVICE
1" TYPE "K"
SOFT COPPER
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
36' MIN.
a
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES
�3
R
1" COMPRESSION x 3/4" MALE PIPE COUPUNG
OR APPROVED EQUAL
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN IRRIGATION
METER IS NOT PROVIDED.
CAST IRON UD
FINISHED GRADE
16'
METER
BOX
� CORPORATION STOP
NECESSARY
S:riA ;.r.`,P�?i' :E.: �,n ;'VY•
SAND OR DUST UNDER
VLOT SPEC. 203, NO. 57
BOX AND SERER (2-INCH
i�a ti;�; �.t F•+•,-:,�;;ac:�.%; ^:�;� AGGREGATE
MINIMUM THICKNESS)
�'''�t''•'�,''".,'` '`
TYPICAL SERVICE
LATERAL INSTALLATION
(5/8"
& 1" METERS)
NTS
FIG. W-6A
TD-10
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION
MATERIAL
24" IN INITIAL BACKFILL 24 IN
B. e" 8' 8"
MIN MIN. IN. MIN.
\
6" BEDDING
168 STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER —CUT CONDITION
4 I INITIAL BACKFILL 4 MI
UNSTABLE a' 8" 8" B'
SOIL \ MI MIN. - _ MIN MIN.
GRANULAR FILL AS
#68 STONE
-= -'`` ',4`^ ^;a•-== = APPROVED BY ACSA
S A L IL cI STABLE SOIL OR
ROCK'
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER
LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE
ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN
6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
TD-2
COVER LIFT NOTCH
14 1/2"
"
12 1/2" 12 3/8
WATER
CAST IRON LID
18" METER BOX
' f
CP
Y
18"
N : 6" EXTENSION
PIPE SLOT
(2 PLACES)
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS
FIG. W-7
TD-13
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES—
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
1
LENGTH OF BRANCH VARIES
6' MIN 2' TO 10'
(2701
18"-2ALVE BOX
7 CU. FT.
#68 STONEI
6" GATE
j" VALVE
'•j�• 8'X6"
TEE
250E P.S.I. CONCRETE •. 0/^ ;'w""�
BASE AND THRUST � � .;...P ;; f�����•�[ •\ '
BLOCK AGAINST r
UNDISTURBED STABLE \V'
SOIL. STEEL PILE
WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. W-4
TD-8
METER SIZE
DIMENSION
DIMENSION
DIMENSION
A
B
C
1 1/2,
3'1'
5'0'
3'8'
2'
3'1'
5'0'
3'8'
3'
5' MIN.
4'
5' MIN.
12' MIN.
GREATER
THAN 4'
PROPOSALS WILL BE SUBMITTED.
DOOR HINGES
I I
I I
I I
I I
I I
I I
I
I I
LIFT HANDLE
L— — — — — — — — — — — — — — — —
TYPICAL METER VAULT
N.T.S.
FIG. W-7A
TD-14
SIDE VIEW
75' DIAMETER DRILLED
OLE FOR TOUCH READ
NITS.
TOP VIEW
3" DIAMETER FLAT
BEARING SURFACE
UNDERNEATH
V X 36'
4LUMINUM ACCESS
LATCH
art
WATER
M.J. GATE VALVE
LINE
2500 P.S.I.
CONCRETE q 2'x 2' BEARING AREA.
THRUST BLOCK d
a
o a '
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W-5
TD-9
44"
MIN.
36'
4
18 MIN.
Irk 17.5"�
,r
37" MIN.
• • T
12" MIN.
WINGNUT LOCKING ASSEMBLY
J
BYPASS
if
NOTES:
1. PROVIDE A 6" THICK GRAVEL
BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR —IN —PLACE
VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8".
3. THE OUTSIDE OF THE VAULT
BELOW GRADE SHALL BE COATED
WITH
AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL
METER VAULT (1 1/2
METER)
NTS
FIG. W-7B
p
•q
a'
•
6" MIN. � 17.5"� 6' MIN.
q
a
w.
q
TD-15
Dewberry Engineers Inc.
4805 Lake Brook Dr., Suite 200
Glen Allen, VA 23060
Phone: (804) 290-7957
Fax: (804) 290-7928
W .dewberry.com
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UD. No. 037023
l2` 3121 w�a'
G1
%x^rONAL SN.4
SCALE
0SIONS
No. DATE BY Description
DRAWN BY NTF
APPROVED BY KAP
CHECKED BY ACO
DATE DECEMBER 3,2021
TITLE
CONSTRUCTION
DETAILS
PROJECT NO. 50119298
C5m03
SHEET NO.
1 7 4 d
C
Al
C
EZ
F
f Dewberry
Dewberry Engineers Inc.
4805 Lake Brook Dr., Suite 200
Glen Allen, VA 23060
Phone: (804) 290-7957
Fax: (804) 290-7928
www.dewberry.com
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A Lir No. 037023
o /2`3121 w�a'
G1
%x^rONAL SN
SCALE
REVISIONS
No. DATE BY Description
DRAWN BY NTF
APPROVED BY KAP
CHECKED BY ACO
DATE DECEMBER 3, 2021
TITLE
CONSTRUCTION
DETAILS
PROJECT NO. 50119298
C5mO4
SHEET NO.
1 2 3
4 5
C
0
C
3
2016 ROAD & BRIDGE STANDARDS
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET OR LESS
(ALONG FACE OF CURB) WILL BE PAID FOR AS
RADIAL CURB.
4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH
AS 3" (15" DEPTH) OR INCREASED AS MUCH AS
3" (21' DEPTH) IN ORDER THAT THE BOTTOM
OF CURB WILL COINCIDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN.
NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE IN DEPTH.
5 CG-2 IS TO BE USED ON ROADWAYS MEETING
THE REQUIREMENTS FOR CG-6 AS SHOWN IN
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL,
IN THE SECTION ON GS URBAN STANDARDS.
ri2" RADIUS
o•
D.•� m
i D,� D. SURF!
°'%° •%°'•• BASE
6"
R
SURFACE
BASE
SUBBASE
CG-2
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
SPECIFICATION �VppT
REFERENCE STANDARD 6" CURB
ROAD AND BRIDGE STANDARDS
105 REVISION DATE SHEET 1 OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.01
2016 ROAD & BRIDGE STANDARDS
CC-12
A
•5 DOWELS, 8" LONG
PERMISSIBLE
AT 12" C-C
5' MIN.
ONSTRUCTION
NT
12:1 MAX
zB
p
Y
iv
�
12�1 MAX
RAMP
RAMP
(SEE TABLE) A
(SEE TABLE)
TRUNCATED DOMES
SEE SHEET 1OF 5
FOR DETAILS
BACK OF CURB
20 1
OF ROADWAY CURB
SECTION A -A
SECTION B-B
NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1OF 5.
THE REQUIRED LENGTH OF A PARALLEL RAMP
IS LIMITED TO 15 FEET, REGARDLESS OF THE
SLOPE.
TYPE B PARALLEL
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB
6" CURB
0
4
6
1
5
7
2
5
8
3
6
9
4
8
12
5
10
15
6
14
15
XV D❑T
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 5 1 REVISION DATE
203.07 07/16
2016 ROAD & BRIDGE STANDARDS
Y
0
U
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
5' MIN
k
4' MIN
MIN
CROSSWALK
PERPENDICULM Cm
S, WITH
THE MAKE[
oCROSSWALK AREA. *OSSWAL EA
URB
)-w"I'SIDEWALK
'BUFFER STRIP
N
DIAGONAL PLACEMENT
48:1 MAX. F-LAN01NG 481 MA%
n J 5 MIN U
N 1 CROSSWPLK R'21
f 'VOx CROSSWALK
Y
GRASS
OR CURB II rn II
WITH BUFFER STRIP CONCRETE W
WITHOUT BUFFER STRIFV
CC-12 DETECTABLE WARNING SURFACE
TYPE B (PARALLEL) APPLICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
2016 ROAD & BRIDGE STANDARDS
SPECIFICATION
REFERENCE
105
502
2016 ROAD & BRIDGE STANDARDS
CG-6
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION
CURB & GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE
LAYER, THE BOTTOM OF THE CURB & GUTTER
SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE
OF SUBBASE COURSES AND TO THE DEPTH OF
THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF CG-6
IS BASED ON ROADWAY CLASSIFICATION AND
DESIGN SPEED AS SHOWN IN APPENDIX A OF
R THE ROAN DESIGN MANUAL IN THE SECTION
ON GS URBAN STANDARDS.
• D
0 0 A ° ° IF
• • • • • >
THE BOTTOM OF THE CURB AND
6" 2'_0•• GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7"
AT THE OPTION OF THE CONTRACTOR IS MAINTAINED.
SPECIFICATION 1VD=
REFERENCE COMBINATION 6LL CURB AND GUTTER ROAD AND BRIDGE STANDARDS
105 REVISION DATE SHEET 1 OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
EDGE OF
TRAVLED WAY
2016 ROAD & BRIDGE STANDARDS
EDGE OF GRADED
SHOULDER
I I
jL T-O" OFFSET MAXIMUM
TYPICAL INSTALLATION FOR SHARED -USE PATH WITH SHOULDER
2'x 2'DETECTABLE 2'x 5' DETECTABLE
WARNING PANEL WARNING PANEL
JA FACTORY EDGE TO
FACTORY EDGE
Cc-12-INS
2"
-0" MIN.
T�'
2"
0000),° ° o°" L_ CURB
DASHED LINE
o0 oo oo oao
ae000eo eeeoa000woaenawoaI
000000
vo°000 000
EXAMPLE CUT
o00000000�i0000
00000
e00000000000000000000000000
0" OFFSET FROM
oo°000°
PATTERN
oe eeeee
eeeeeeeeeeeeeeeeeeeeeeeeeeeBACK
OF CURB
o%%o
o0 00000
0000000000000000000000000eo)
000°
000eeeeeeee
000°e000000
000000000000000000000000°
oo°o°o
0000))
00 00000000
eeeeeeeeeeeeeeeeeeeeeeeee e)000
0000°0000000000000000000 0)°o°O°'0!:0%)FFACTORYACTORY
00000000
ooeoeoeoeoeoeeeeo,o,eeo .o
0 oo�000%000 F
EEDGEDGETOo
NOTES
000000coo
00000c
2" MAXIMUM OFFSET
) 00o0000oo0
1. THE OFFSET OF THE DETECTABLE WARNING PANEL AT THE LANDING CENTER
FROM BACK OF CURB
o o° o° o 0 o
IS 2" MAXIMUM WITH A 0" OFFSET AT EACH END. OFFSETS GREATER THAN 2"
AT CENTER OF LANDING
)°%,°0000°000 o
ARE NOT PERMITTED AND REQUIRE THE DETECTABLE WARNINGS PANELS TO
BE CUT TO MATCH THE BACK OF CURB RADIUS.
CURB
0000%000 o uo
2. JOINTS BETWEEN DETECTABLE WARNING PANELS SHALL BE FACTORY EDGES.
000000',a -00o
0
CUT SIDES OF PANELS ARE NOT PERMITTED TO ABUT ADJACENT PANELS.
3. ALIGNMENT OF DOMES ON ADJACENT PANELS THAT WILL BE MODIFIED TO
0" OFFSET FROM
FIT A RADIUS SHALL BE MAINTAINED WHEN FIELD MODIFYING DETECTABLE
BACK OF CURB
WARNING PANELS.
4. PARTIAL DETECTABLE WARNING DOMES THAT ARE THE RESULT OF
CUTTING PANELS SHOULD BE GROUND FLUSH WITH THE PANEL SURFACE.
5. GAPS BETWEEN ADJACENT DETECTABLE WARNING PANELS ARE NOT PERMITTED.
6. SEE PLANS FOR CROSSWALK MARKINGS, TURNING AREAS, ROUTE WIDTHS,
GRADE CHANGES AND RAMP CONFIGURATIONS.
TYPICAL INSTALLATION ON RADIUS
(SIDEWALKS OR SHARED USE PATHS)
SPECIFICATION
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
XVD❑T
REFERENCE
CG-12 DETECTABLE
WARNING SURFACE
ROAD AND BRIDGE STANDARDS
105
DETECTABLE
WARNING INSTALLATION
502
REVISION DATE
SHEET 10F 2
504
VIRGINIA
DEPARTMENT OF TRANSPORTATION
NEW 04/19
204.06
2016 ROAD & BRIDGE STANDARDS
LUl0 INUHU 0& L5KIUUC C) I /AINUHKUJ
CG-12
NOTE; COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING;
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS)
GENERAL NOTES:
CUB REQUIRED (CG-2R
RRE
DETECT/AB E WARNING SURFACEHEN
(AREA IN SQU YEARDS)
1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
BE SUMMARIZED FOR EACH CURB CUT RAMP.
2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS
SIDEWALK
OF SECTION THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE.
RAMP 12:1 MAX
48:1 MA
WA
DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS
APPROVED PRODUCT LIST NUMBER 72.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
4T
4. REQUIRED BARS ARE TO BE NO. 5 % 8" PLACED T CENTER TO CENTER ALONG
BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
_
MAX
CONCRETE COVER 11/{".
101
5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB
TYPE A
RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
PERPENDICULAR
6. CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF
THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ARE USED IN
L
CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH
y
OF THE SHARED USE PATH.
5' MIN
7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE
o' 12�
CURB RAMP LANDING FLOOR.
y.
121 MAX
B. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD
LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLESC., FIRE HYDRANTS, DROP
NOETSEE
TYPE B
9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT
PARALLEL
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PERPENDICULAR TO THE CURB.
10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH
12-1 MAX
THE BACK OF CURB.
P
11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES 121 MAX L d - -III=1TI=r=III r=1
OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE 5, MIN
W* * IIII IIIII IIIII IIIII IIIII IIIIITIITJIIJIL=
A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE
_ _
MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 204.06
- -L -
AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. 4,
MIN -
AT ,•}', .2" HIGHER THAN
EDGE OF PAVEMENT
AT W.W. , SAME AS TOP OF CURB
TYPE C
PARALLEL & PERPENDICULAR
TRUNCATED DOME
1.6"-2.4" C-C
o
I 0 0 01�0�0
z
L
0 0 0 0 0 0 0 0 0 0
U
-
O O O O O O O O O O-7E
LANDING
RAMP
U
0 0 0 0 0 0 0 0 0 0 0 0
I o
+
;F
0 0 0 0 0 0 0 0 0 0 0 0
iv
0 0 0 0 0 0 0 0 0 0 0 00
0 0 0 0 0 0 0 0 0 0 0
=
50X-651 OF BASE DIAMETER
0000000 0 0 0 0 0 0 0 0
TOP DIAMETER
DETECTABLE WARNING
o
AT BACK OF CURB
SEE NOTE 11.
0.9"-1.4"
VARIABLE FULL WIDTH OF RAMP FLOOR _
BASE DIAMETER
f PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME
INSTALLED ON A RADIUS DETAIL
DETECTABLE WARNING
DETAIL
XVD❑T
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
SPECIFICATION
CG-12 DETECTABLE
WARNING SURFACE
REFERENCE
ROAD AND BRIDGE STANDARDS
(GENERAL
NOTES)
105
SHEET 10F 5
REVISION DATE
502
204.01
04/19
VIRGINIA DEPARTMENT OF TRANSPORTATION
504
2016 ROAD & BRIDGE STANDARDS
CG-12-INS
DETECTABLE W
DASHED LINE
EXAMPLE CUT
PATTERN
MIN.
EXAMPLE RADIAL INSTALLATION
FACTORY EDGE TO
FACTORY EDGE
\ 2'x 3' DETECTABLE
WARNING PANEL TYP.
EXAMPLE BLENDED TRANSITION
--- --- -
(NOT FOR USE IN NEW CONSTRUCTION
FOR RETROFIT OR ALTERATIONS ONLY)
NOTES
1.
LOCATIONS WHERE THE DETECTABLE WARNING CANNOT BE INSTALLED WITH
2'x 3'DETECTABLE
A MAXIMUM 2" OFFSET FROM THE BACK OF CURB SHALL HAVE A RADIUS TO
WARNING PANEL
MATCH RADIUS OF THE CURB. DETECTABLE WARNING PANELS SHALL HAVE A
2' x 3' DETECTABLE
FACTORY RADIUS OR IF APPROVED BY THE ENGINEER MAY BE FIELD MODIFIED
2'x 4'DETECTABLE
WARNING PANEL
AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB.
WARNING PANEL
2.
JOINTS BETWEEN DETECTABLE WARNING PANELS SHALL BE FACTORY EDGES.
1
CUT SIDES OF PANELS ARE NOT PERMITTED TO ABUT ADJACENT PANELS.
3.
ALIGNMENT OF DOMES ON ADJACENT PANELS THAT WILL BE MODIFIED TO
FIT A RADIUS SHALL BE MAINTAINED WHEN FIELD MODIFYING DETECTABLE
WARNING PANELS.
IBIS
4.
DETECTABLE WARNING PANEL SIZES SHOWN ARE FOR EXAMPLE
PURPOSES. OTHER PANEL SIZES MAY BE USED IN ORDER TO MAINTAIN
• •
CONSISTENT ALIGNMENT OF THE DOMES FOR EACH CURB RAMP LOCATION.
/T
FACTORY EDGE TO
5.
BLENDED TRANSITION CURB RAMPS ARE FOR ALTERATION SITUATIONS
DASHED LINE J
FACTORY EDGE
WHERE STANDARD DIRECTIONAL CURB RAMPS ARE NOT FEASIBLE DUE TO SITE
EXAMPLE CUT,
CONSTRAINTS. BLENDED TRANSITION CURB RAMPS ARE NOT PERMITTED
PATTERN 2'x N DETECTABLE
FOR NEW CONSTRUCTION
WARNING PANEL
6. PARTIAL DETECTABLE WARNING DOMES THAT ARE THE RESULT OF
CUTTING PANELS SHOULD BE GROUND FLUSH WITH THE PANEL SURFACE.
7. GAPS BETWEEN ADJACENT DETECTABLE WARNING PANELS ARE NOT PERMITTED.
B. SEE PLANS FOR CROSSWALK MARKINGS, TURNING AREAS, ROUTE WIDTHS,
GRADE CHANGES, AND RAMP CONFIGURATIONS.
XVD❑T
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
SPECIFICATION
REFERENCE
ROAD AND BRIDGE STANDARDS
CG-12
METHOD
OF
DETECTABLE WARNING SURFACE
INSTALLING DETECTABLE WARNINGS ON A RADIUS
VIRGINIA DEPARTMENT OF TRANSPORTATION
105
502
504
SHEET 2 OF 2
REVISION DATE
NEW 04/19
204.07
2016 ROAD & BRIDGE STANDARDS
Dewberry Engineers Inc.
4805 Lake Brook Dr., Suite 200
Glen Allen, VA 23060
Phone: (804) 290-7957
Fax: (804) 290-7928
www.dewberry.com
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16
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�®��'�NAL EN effi
SCALE
EVISIONS
No. DATE BY Description
DRAWN BY NTF
APPROVED BY KAP
CHECKED BY ACID
DATE DECEMBER 3, 2021
TITLE
CONSTRUCTION
DETAILS
PROJECT NO. 50119298
C5mO5
SHEET NO.
E
IC
L.
rw
9
Q
CONST.
PROPOSED
SIDEWALK
(4" DEPTH)
JOINT
UNPAVED SPACE
OR SIDEWALK—
WIDTH OF LIMITS OF CG-13
GUTTER
EXPANSION JOINT
MAIN ROADWAY
2016 ROAD & BRIDGE STANDARDS
OF
WIDTH OF ENTRANCE -
#5 X 8" BARS O 12" C-C
e MIN. GONG. COVER 1V2'
EXPANSION JOINT
j I
DETECTABLE WARNING (W-29
I
I
PAY LINE
HALF PLAN A tJ
FACE OF CURB 6.. ^ CLASS A3 GONG.
NORMAL GUTTERikl
' e.—�.•c.•�.•e.•c.•�. •c. nI
-- •o o o 0 0 0°0°0 0 0000 0 0 0 0
000 0 0 0°°00 °0 0 0
6" AGGREGATE BASE
TYPE >: SIZE 21 B
5'
SECTION A -A
. 5 X B" BARS o 12" C-C
PERMISSIBLE CONSTRUCTION JOINT
CC-13
WIDTH OF
ENTRANE
LIMITS OF PED. LIMITS OF PED.
�-
ACCESS ROUTE ACCESS ROUTE
NON -TRAVERSABLE
PEDESTRIAN ACCESS ROUTE DETAIL
ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN
ACCESS ROUTE ® EXTEND BEYOND EXISTING OR PROPOSED VDOT
RIGHT -OF WAY.
IM PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED,
STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE
ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND
USED BY PEDESTRIANS.IF ACCESS ROUTE IS ADJACENT TO BACK OF
CURB, MINIMUM WIDTH SHOULD BE 6'.
)K IF PEDESTRIAN ACCESS ROUTES ® ARE BEING PROVIDED, A MINIMUM
4' TRAVERSABLE WIDTH IS REQUIRED WITH MAX. 2Z CROSS SLOPE.
NOTES;
1.PROPOSED 7" SIDEWALK IS TO BE POURED MONOLITHICALLY WITH ENTRANCE
OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
2.PROPOSED 7" SIDEWALK TO BE CLASS A-3 CONCRETE.
3. REQUIRED BARS ARE TO BE NO. 5X8" PLACED 1' CENTER TO CENTER
ALONG BACK OF CURB, MID -DEPTH OF SIDEWALK. MINIMUM
CONCRETE COVER 11/2".
4.ALL DETAILS AND DIMENSIONS NOT SHOWN ARE THE SAME AS
STANDARD CG-9D.
5. THIS DESIGN MAY ALSO BE APPLIED TO OTHER ENTRANCE STANDARDS
AS THE NEED ARISES.
B. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE
CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE
MOUNTABLE CURB CONFIGURATION.
7.SEE STANDARD CG-12 FOR DETECTABLE WARNING DETAILS.
- 1 "• PERMISSIBLE CONSTRUCTION JOINT
2.-0"
n a.: 11/z' MINIMUM 2'-0"
CONCRETE COVER
6" AGGREGATE BASE o ° ° o 0 6" AGGREGATE BASE 6" AGGREGATE BASE
TYPE I SIZE 21 B TYPE I SIZE 21 B TYPE I SIZE 21 B
SECTION B-B SECTION C-C SECTION D-D
SPECIFICATION `VD❑T
REFERENCE COMMERCIAL ENTRANCE
ROAD AND BRIDGE STANDARDS
502 (HEAVY TRUCK TRAFFIC ANTICIPATED) REVISION DATE SHEET 1 OF I
VIRGINIA DEPARTMENT OF TRANSPORTATION 203.10
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
P
I --MAX. 6'-0" MAX. 6'-0"-- — �I GRIPPING RAIL SEE ROAD LANSFOR RETAINING HR-1
(.�4'/z" O.C. -Yq" NPS PIPE PICKET WALL DETAILS.
I 41/e" O.C. S/e" SOLID PICKET MAX. 6'-0" MAX. 6'-0"
I/2 " DIA. SOLID STEEL SMOOTH
ROUND ROD
STANDARD(TYP PIPET OR
GOUNDING
I I I I
I ELECTRODE
RAIL EXPANSION JOINTS AT I—)'
INTERVALS NOT EXCEEDING 3" MAX.
30 FEET.
T-3" POSTS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE
RETAINING WALL RAILS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE
EXPANSION JOINT PICKETS 3'e" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIP(
OR s "MIN. SOLID STEEL SMOOTH ROUND R
HR-1 TYPE II PEDESTRIAN RAILING
(FOR USE ALONG SIDEWALKS AND RAMPS)
SEE ROADWAY PLANS
OR TYPICAL SECTIONS 2" min.
FOR DISTANCE TO 1V2" NPS SCHEDULE 40 PIPE
SIDEWALK OR SHARED GRIPPING RAIL
USE PATH.'�f
2,. 21/4"
MIN.
SOLID ST
4" O.C.
(TYP.)
i
- - 3" MAX.
ANCHOR BOLTS
CONCRETE STEPS
°OSTS : 11/2" MIN. NPS (1.90" O.D.) SCHEDULE 80 PIPE
RAILS : 1V2" MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE
HR-1 TYPE I HANDRAIL
(FOR USE ALONG STEPS)
CONCRETE FOOTING TO
INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE
BE DESIGNED BASED ONGRIPPING RAIL DETAIL
ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL
T2-ATNCO*RSOLTS
SOIL CONDITIONS. (FOR USE ALONG SIDEWALKS AND RAMPS)
BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER,
HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN
GRIPPING RAIL SHALL BE INSTALLED WHEN
THE COMMONWEALTH OF VIRGINIA.
THE SIDEWALK OR RAMP GRADES ARE EQUAL
2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN
EARTH FOUNDATION DETAIL TO THAN 5 PERCENT.
WITH THE CURRENT ROAD BRIDGE ATSAND
RAILOWILLRBETER
NCIDENTAL TO COST OF
WITH TYPE
TO ACHIEVEEA UNIFORM COATING ON ALL�SURFACES VENTINGD
(FOR USE II& III RAILINGS) THE RAILING.
DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE
SHOP DRAWINGS.
3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307,
�—
MAX. 6'-0" MAX. 6'-0"'
ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN
ACCORDANCE WITH AASHTO M314, GRADE 36.
SEE ROAD PLANS
41/2" O.C. j'4" NPS PIPE PICKET 4" FOR RETAINING
4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL
41/e" O.C. I" SOLID PICKET 4" WALL DETAILS.
LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL
BE INCLUDED IN THE SHOP DRAWINGS.
--{
5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS,
AND STEPS.
I
6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS.
7. ALL POSTS AND PICKETS SHALL BE SET PLUMB.
I
B. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED.
GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE
WITH ST'D. FE-6.
YAVAILABLE LA G SYSTEMS MAY BE USED IN LIEU
9 COMMERCIALLY
I
DESIGNING FABRICATING
OFTHE RAILING. DOCUMENTATION FROM
1 ANCHOR
THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE
RAIL EXPANSION JOINTS AT BOLTS
MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE
INTERVALS NOT EXCEEDING 3" MAX.
INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN
30 FEET.
ACCORDANCE WITH NOTE 1.
1'-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE
10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF
RETAINING WALL RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE
THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
EXPANSION JOINT PICKETS Y4" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE
11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR
OR W, MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING
PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION
HR 1 TYPE III BICYCLE RAILING ELECTRODE
WHERESUBJECT TO ANY VEHICULARIMPACT.
A
VEHICULAR CTNSTANDARD GUARDRAIL
PROTECTION
FORRSHOULD
(FOR USE ALONG SHARED USE PATHS)
BE USED.
SPECIFICATION
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
`VD❑T
REFERENCE
STANDARD HANDRAIL
ROAD AND BRIDGE STANDARDS
105
METHOD OF LOCATING AND ERECTING
REVISION DATE
SHEET 1 OF 1
238
601.05
504
VIRGINIA DEPARTMENT OF TRANSPORTATION
7111
2016 ROAD & BRIDGE STANDARDS
1. NOTE: HANDRAIL AND ALL COMPONENTS SHALL BE POWDER -COATED FINISH, BLACK IN COLOR.
Dewberry Engineers Inc.
4805 Lake Brook Dr., Suite 200
Glen Allen, VA 23060
Phone: (804) 290-7957
Fax: (804) 290-7928
www.dewberry.conn
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Phone: (804) 290-7957
Fax: (804) 290-7928
www.dewberry.com
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REVISIONS
No. DATE BY I Description
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APPROVED BY KAP
CHECKED BY HCG
DATE DECEMBER 3, 2021
TITLE
EXISTING
DRAINAGE AREA
MAP
PROJECT NO. 50119298
C6m06
SHEET NO.
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4805 Lake Brook Dr., Suite 200
Glen Allen, VA 23060
Phone: (804) 290-7957
Fax: (804) 290-7928
www.dewberry.com
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SCALE
0' 30' 60' 120'
SCALE: 1" = 60'
REVISIONS
No. DATE BY Description
DRAWN BY SPC
APPROVED BY KAP
CHECKED BY HCG
DATE DECEMBER 3, 2021
TITLE
PROPOSED
DRAINAGE AREA
MAP
PROJECT NO. 50119298
C6mO7
SHEET NO.