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Issued for: Site Plan Review
Date Issued: October 21, 2013
Latest Issue: April 1, 2014
Number
Drawing Title
Latest Issue
C1.01
Legend and General Notes
4/1/2014
C2.01
Demolition and Erosion Control Plan - Phase I
4/l/2014
C3.01
Layout and Materials Plan
4/1/2014
C4.01
Grading Plan and Drainage Plan
4/1/2014
C5.01
Utility Plan
4/1/2014
C6.01
Erosion Control Plan - Phase II
4/1/2014
C7.01
Pre - Development Drainage Area Map
4/1/2014
C7.02
Post- Development Drainage Area Map
4/1/2014
C8.01
Site Details
4/1/2014
C8.02
Site Details
4/l/2014
L1.0
Landscape Plan
4/1/2014
E1.0
Lighting Plan
4/1/2014
ELI
Lighting Details
4/1/2014
E1.2
Lighting Details
4/1/2014
Reference Drawings
Number
Drawing Title
Latest Issue
SV -1
Existing Condition Plan of Land
4/1/2014
Al-1
Architecture Floor Plan - First Floor
4/1/2014
Trip Generation Estimates:
ITE Trin Generation
LAND USE CODES 590: LIBRARY AND 150 WAREHOUSE
Size
Spaces
DAY
WEEKDAY
Required
PM PEAK HOUR
TRIP GENERATION RATE
7.30 VPHI/1,000 SF
SQURE FEET
79
SUBTOTAL LIBRARY USE
299 VPH
8 x18
8 x 18
TRIP GENERATION RATE
0.32 VPH 1 000 SF
SQUARE FEET
23,033
SUBTOTAL WAREHOUSE USE
1
82
5
,,,,,
82
2 SPACES
TOTAL TRIP GENERATION RATE
307 VPH
Site Notes:
1. THE PROJECT PROPOSES A LIBRARY, MEZZANINE AND WAREHOUSE RENOVATION OF AN EXISTING VACANT BUILDING
AND CONSTRUCTION OF 84 PARKING SPACES.
2. THE SUBJECT PROPERTY IS IN THE DEVELOPMENT AREA AND NOT WITHIN A DRINKING WATER WATERSHED.
3. NO PORTION OF THE PROPERTY IS WITHIN THE 100 -YEAR FLOODPLAIN.
4. THE EXISTING VEGETATION OF THE SITE IS MIX OF PAVED PARKING LOTS AND SMALL, WOODED AREAS.
5. ANY SITE IDENTIFICATION OR AMENITY SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED
SEPARATELY BY THE OWNER / DEVELOPER.
6. NEW DUMPSTER LOCATIONS ARE PROPOSED WITH THIS PLAN.
Survev Source Notes:
1. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF DAVID PUGH, L.S.,
FROM AN ACTUAL GROUND SURVEY MADE UNDER HIS SUPERVISION. THE FIELD SURVEY WAS COMPLETED IN AUGUST
OF 2013.
2. INFORMATION BASED ON HORIZONTAL NAD 83 &VERTICAL DATUM NAVD 88.
Parking Summary Chart
Description
Size
Spaces
Required
Provided
Required
P v' d
STANDARD SPACES
9 x 18
9 x 18
79
78
STANDARD ACCESSIBLE SPACES *
8 x18
8 x 18
2
2
VAN ACCESSIBLE SPACES
TOTAL SPACES
LOADING BAYS **
8 x 18
S x 18
1
82
5
,,,,,
82
* ADA /STATE /LOCAL REQUIREMENTS
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..........
** LOADING BAYS: PER COUNTY ZONING ORDINANCE
.........
.......... ... ...............
Parking Requirements:
LIBRARY 7 EMP x 1 SPACES
/
1 EMP =
7 SPACES
LIBRARY 65 PATRON X 1 SPACES
/
1 PATRON =
65 SPACES
ESOL 2 EMP X 1 SPACES
/
1 EMP =
2 SPACES
ESOL 8 PATRON X 1 SPACES
/
1 PATRON =
8 SPACES
TOTAL PARKING SPACES REQUIRED =
82 SPACES
Northsi le Library
705 Rio Road West
Albemarle County, Virginia
Rio Magisterial District
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Site Location Map
T0 1000 2000 Feet
PLANNING/ZONING
ENGINEER
BUILDING OFFICIAL
FIRE OFFICIAL
ACSA
VDOT
L
Vanasse Hangen Brustlin, Inc.
Transportation
Land Development
Environmental Services
115 South 15th Street, Suite 200
Richmond, Virginia 23219
804.343.7100 • FAX 804.343.1713
Engineer:
Tanasse Hangen Brustlin, Inc.
Contact: Scott Chapman
115 South 15th Street, Suite 200
Richmond, Virginia 23219
804 - 343 -7100 • Fax 804 - 343 -1713
Landscape Architect:
Waterstreet Studios
Contact: James Moore
111 3rd Street SE
Charlottesville, Virginia 22902
434 - 295 -8177
Architect:
HBM Architects, Inc.
Contact: Jamie Shook
1382 West Ninth Street, Suite 300
Cleveland, Ohio
216 -241 -1100
Tax Map /Parcel #:
Parcel Owner:
Zoning:
Deed Book:
Property Address:
Magisterial District:
Proposed Use:
Building Square Footage:
Buildings:
Stories:
Property Size:
Maximum Impervious:
Comprehensive Plan:
Drinking Water Watershed:
Total # of Units /Density:
Density Bonus Factors:
Waiver /Variance Requests:
Max. Height of Structures: 65'
Number of Employees:
Recreational Area:
Landscape Requirements:
REVISIONS:
06100- 00- 00 -120KO
County of Albemarle, Virginia
HC, Highway Commercial
EC, Entrance Corridor
4045 Page 83
705 Rio Road West
Rio
Library /Warehouse
Existing
Mezzanine 5,537 SF
First Floor 299108 SF
Basement 28,753 SF
1
2
3.11 Acres
74 %, or 100,249 SF
N/A
None
N/A
N/A
None
N/A
N/A
See Landscape Plan for Calculations
Proposed
3,588 SF
37,320 SF
23,033 SF
M , t--to 2..
Subtnitlal iype
Reviewed and Approved by the
Community Development Department
Date_ LI j L ILA
File# 4SUP 201% 0005q
�i3il�3ii!ie
1. 12/18/13 REVIEW COMMENTS FROM ALBEMARLE COUNTY, VDOT, ACSA, AND RWSA
2. 01/06/14 FOR PLAN REVIEW
3. 01/15/14 FOR BIDDING
4. 01/27/14 FOR ADDENDUM, 1
5. 02/03/14 FOR COUNTY COMMENTS
6. 03/04/2014 FOR COUNTY COMMENTS
7. 04/01/2014 FOR COUNTY COMMENTS
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\ \VARIDATA \PROJECTS \33781.00 HBM NORTHSIDE LIBRARY \CAD \LD \PLANSET \POD \33781 POD -LG
Albemarle County Service Authority Construction Notes
1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE
CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF
THE WORK.
2. 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.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED
DESCRIPTION.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE
PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER
LINES, ETC.
7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE
EXTENSION OF THE LINE.
9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF
PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL
AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY /COUNTY REQUIREMENTS AS
SPECIFIED LATEST EDITION CHECKLIST.
Albemarle County Engineering General Construction Notes for Site Plans
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 AN D CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS AND STANDARDS OF
VDOT UNLESS OTHERWISE NOTED.
General
1. THE "MISS UTILITY LAW " REQUIRES FOR THE CONTRACTOR TO CALL 811 AT LEAST 3 WORKING DAYS IN ADVANCE OF
THE PLANNED WORK TO ALLOW TIME FOR MARKING, THAT THE MARKS BE RESPECTED AND PROTECTED, AND THAT
EXCAVATION BE COMPLETED CAREFULLY.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN
ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE
WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS
(WHICHEVER ARE MORE STRINGENT).
4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS,
WALKS, ETC.) SHALL FOLLOW DETAIL PROVIDED BY VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK FOR SITE
SPECIFIC SEEDING MIXTURES IN ACCORDANCE WITH STANDARD & SPECIFICATION 3.32.
5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM EARTHWORK OPERATIONS
REQUIRED UP TO SUBGRADE ELEVATIONS,
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 EDITION OF THE STATE HIGHWAY DEPARTMENTS STANDARD
SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR
AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE
DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS,
SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS.
8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED
BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
10. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING
EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR
SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND
SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.
11. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR
CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS.
12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO
OWNER.
13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF
SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.
14. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT
PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT
OF ENVIRONMENTAL QUALITY (DEQ) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION,
THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DEQ AND PREPARE A STORMWATER POLLUTION
PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS.
1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY.
THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE
PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER
DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY
BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION,
THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF
CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES
AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.
2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM
THOSE 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 REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S
FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL
PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.
3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE
GRADING AND UTILITY PLANS.
4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE
PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET /RESET AS FOLLOWS:
A. PAVEMENTS AND CONCRETE SURFACES: FLUSH
B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH
C. LANDSCAPE, TOPSOIL AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND
TAPER EARTH TO THE RIM ELEVATION.
5. 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, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH
OWNER AND ARCHITECT.
6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE RELOCATION
AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE
UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES COMPANY.
7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN:
A. WATER PIPES SHALL BE DUCTILE IRON PIPE, CLASS 52 WITH CEMENT MORTAR LINING.
B. SANITARY SEWER PIPES SHALL BE SDR 35 PVC PIPE.
C. STORM DRAINAGE PIPES SHALL CLASS III, REINFORCED CONCRETE PIPE.
8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, INSTALLATION, AND
BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT
POLE BASES, AND CONCRETE PADS. CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF
REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON THE DRAWINGS.
9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S
REQUIREMENTS.
10, ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE DETERMINED BY THE MANUFACTURER
BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL STANDARDS. FOR MANHOLES
THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5 FEET.
11. LOCATION OF FITTINGS SHOWN HEREON ARE APPROXIMATE ONILY. CONTRACTOR SHALL DETERMINE ALL FITTING
Albemarle County Notes
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 III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
Albemarle County Engineering General Construction Notes for Site 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 E TS 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 OR
CONTRACTOR 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 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.
RWSA General Notes:
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER
AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON
JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES.
2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION
CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO START OF WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001).
4. RWSA ENGINEER VICTORIA FORT AT 434 977 -2970 E T. 0 SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR
( ( ) X 2 5)
TO THE START OF CONSTRUCTION.
Notes:
REQUIREMENTS AND LOCATIONS FROM ACTUAL FIELD CONDITIONS.
12. PIPE LENGTHS SHOWN HEREON ARE FROM CENTERLINE TO CENTERLINE OF STRUCTURE AND ARE APPROXIMATE.
CONTRACTOR SHALL DETERMINE ACTUAL PIPE LENGTHS FROM FIELD CONDITIONS,
13. INVERTS CONTROL ELEVATIONS AT ALL STRUCTURES, SLOPES AND LENGTHS ARE APPROXIMATE ONLY.
14. RIM ELEVATIONS SHOWN HEREON ARE APPROXIMATE ONLY. CONTRACTOR SHALL SET ALL STRUCTURES FLUSH
WITH FINAL GRADE.
Layout and Materials
1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEMENT
MARKINGS, UNLESS OTHERWISE NOTED.
2. CURB RADII ARE 5 FEET TO FACE OF CURB UNLESS OTHERWISE NOTED.
3. CURBING SHALL BE CG -6 or CG -6R WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS.
4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING,
INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS,
COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC.
5. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATTON DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET
BY A PROFESSIONAL LICENSED SURVEYOR.
6. 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 EXISTING AND PROPOSED FACILITIES.
7, 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, MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS
FOR LAYOUT OF THE PROJECT FEATURES.
8. 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 AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
Demolition
1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING
BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE
DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE
OF 10 FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS.
2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY
COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE
UTILITY REPRESENTATIVES.
3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS,
ORDINANCES AND STATUTES.
4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND
CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE
CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION BEFORE SUBMITTING ITS
BID /PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR
CHANGED CONDITIONS OR UNFORESEEN OR LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING
EXECUTION OF THE WORK.
5. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE ENGINEER HAS NOT
PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE, DISCOVERY, REMOVAL, ABATEMENT
OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES OR POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL
NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE
PRESENCE OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM
ANY CLAIMS MADE IN CONNECTION THEREWITH, MOREOVER, THE ENGINEER SHALL HAVE NO ADMINISTRATIVE OBLIGATIONS
OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT INVOLVING THE ISSUES OF PRESENCE, DISCOVERY,
T REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOS OR OTHER HAZARDOUS MATERIALS.
1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND
SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL, STATE AND
LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT.
2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT THEREFROM ON A
WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF SEDIMENTS IN AN UPLAND
AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS.
3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT
AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND OR DIRECT
DEPOSIT.
4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A
MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED OR OTHERWISE STABILIZED TO PREVENT EROSION.
5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, CONTRACTOR SHALL
REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE
AND SEWER SYSTEMS.
1. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE, AND SHALL NOT BE USED, IN
WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF
VHB. ANY UNAUTHORIZED USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS DOCUMENT SHALL
BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB.
5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE -INS TO THE EXISTING SYSTEM SHALL BE MADE
WITHOUT COORDINATION WITH AND PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES
ON WEEKENDS OR HOLIDAYS WITH SPECIAL WRITTEN PERMISSION FROM RWSA.
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE -INS TO THE EXISTING
SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE - TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM.
7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME AND IS NOT
NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE
LOCATION, SIZE, AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE FIELD CONDITIONS. THE
CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES,
WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE
CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN RWSA EASEMENT WITHOUT SPECIAL
WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED
OTHERWISE BY RWSA IN WRITING.
9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA
APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING A BLASTING AND PRE -BLAST SURVEY MAY BE
REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND /OR PRE -
AND POST- CCTV MAY BE REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE
PROPOSED BLASTING WILL NOT DAMAGE AND RWSA FACILITIES, DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL
BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS: WHEN A CROSSING
IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING
PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE
EXISTING PIPE.
11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER, SAMPLES
APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF
FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT AN Y CONTAMINATION OF THE PUBLIC
WATER SYSTEM.
12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO
SERVICE.
13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING
OVERHANGS, RETAINING WALLS, FOOTERS FOR STRUCTURE, DRAINAGE STRUCTURES, ETC.
14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
�r,p,LTH 0
JOHN P. TY 9
Lic. 9452
041011'2014
��sIONAL E���
I
115 South 15th Street, Suite 200
Richmond, Virginia 23219
804.343.7100 • FAX 804.343.1713
REVISIONS:
January 6, 2014
For Plan Review
January 15, 2014
For Bidding
January 27, 2014
For Addendum 1
February 3, 2014
For County Comments
March 4, 2014
For County Comments
April 1, 2014
For County Comments
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DATE:
APRIL 1, 2014
PROJECT NO:
33781
SCALE: N/A
Legend and
General Notes
C1 ■
33781 POD- LG.DWG
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2
L
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Legend
Abbreviations
Exist.
Prop.
Exist.
Prop.
General
CONCRETE PAVEMENT
ABAN
ABANDON
L= 43.84'
PROPERTY LINE
STANDARD DUTY PAVEMENT
ACR
ACCESSIBLE CURB RAMP
PROJECT LIMIT LINE
HEAVY DUTY PAVEMENT
ADJ
ADJUST
- - - -
RIGHT -OF- WAY /PROPERTY LINE
/
O®
RIPRAP
APPROX
APPROXIMATE
- - -
- - -
EASEMENT
CONSTRUCTION ENTRANCE
BIT
BITUMINOUS
BUILDING SETBACK
BS
BOTTOM OF SLOPE
10 +00
?7, °€ X
TC27.35 x
TOP OF CURB ELEVATION
BASELINE
BWLL
BROKEN WHITE LANE LINE
-.:ci •::
BC26.85x
BOTTOM OF CURB ELEVATION
CONSTRUCTION LAYOUT
CONC
CONCRETE
FL26.85x
FLOW LINE ELEVATION
ZONING LINE
DYCL
DOUBLE YELLOW CENTER LINE
EP26.85x
EDGE OF PAVEMENT ELEVATION
-
TOWN LINE
EL
ELEVATION
132.75 x
SPOT ELEVATION
ELEV
ELEVATION
LIMIT OF DISTURBANCE
-
45.0 TWx
38.5 BW
TOP &BOTTOM OF WALL ELEVATION
EXIST
EXISTING
"
WETLAND LINE WITH FLAG
' `''
BORING LOCATION
FDN
FOUNDATION
- -
-
FLOODPLAIN
69
TEST PIT LOCATION
GRAN
GRANITE
BLSF
BORDERING LAND SUBJECT TO FLOODING
Q MW
MONITORING WELL
GTD
GRADE TO DRAIN
BZ
WETLAND BUFFER ZONE
LA
LANDSCAPE AREA
UD
UNDERDRAIN
RMA
-'-
RMA - RESOURCE MANAGEMENT AREA
12 "D-+-
LOD
LIMIT OF DISTURBANCE
DRAINAGE LINE
--- _--- RPg___.___.__
RPA - RESOURCE PROTECTION AREA
; -. ; ...............
6'RD 1
ROOF DRAIN
MAX
MAXIMUM
12 "S
MIN
MINIMUM
.:..........._ ..........................:..
SEWER LINE
- ....... .......
- -
GRAVEL ROAD
:;<
... ...............
OHW
OVERHEAD WIRE
NIC
NOT IN CONTRACT
EOP
EDGE OF PAVEMENT
- -- -- ......
6 "W
WATER LINE
NTS
NOT TO SCALE
MS -3, 3A
ASPHALT CONCRETE CURB AND MEDIAN
.;, ...............
4 "FP
FIRE PROTECTION LINE
PERF
PERFORATED
CG -2
STANDARD 6" CURB
' ...........
2 "DW
DOMESTIC WATER LINE
PROP
PROPOSED
CG -3
STANDARD 4 "" CURB
:,.
G
GAS LINE
REM
REMOVE
CG -6
COMBINATION 6" CURB &GUTTER
..
UGE
UNDERGROUND ELECTRIC
RET
RETAIN
;=
CG -7
COMBINATION 4'" CURB &GUTTER
T
TELEPHONE
R &D
REMOVE AND DISPOSE
FIRE LANE STRIPING
FA
FIRE ALARM
R&R
REMOVE AND RESET
LIMIT OF CURB TYPE
;;::: " " "'....•
CAN
CABLE TV
SWEL
SOLID WHITE EDGE LINE
- - - - -
SAWCUT
SWLL
SOLID WHITE LANE LINE
® DI
DRAIN INLET (VDOT DI -1 OR DI -7)
TS
TOP OF SLOPE
I:.'
IL
f
DRAIN INLET DI -3B
( )
TYP
TYPICAL
-'-- • ---
BUILDING
EN
BUILDING ENTRANCE
DRAIN INLET (VDOT DI -3C)
utility
LD
LOADING DOCK
•
DRAIN MANHOLE
®
TRENCH DRAIN
CB
CATCH BASIN
•
BOLLARD
PLUG OR STUB
CMP
CORRUGATED METAL PIPE
OD
DUMPSTER PAD
FLARED END SECTION
CO
CLEAN OUT
SIGN
`
HEADWALL
DCB
DOUBLE CATCH BASIN
.......
DOUBLE SIGN
DMH
DRAIN MANHOLE
°"
•
SEWER MANHOLE
" " " ° " " " " " "' " " " ""
STEEL GUARDRAIL
DI
DRAIN INLET
._
•
SEWER CLEANOUT
- ''•• -.
WOOD GUARDRAIL
CIP
CAST IRON PIPE
O
COND
CONDUIT
CURB STOP & BOX
::. " :..:::
PATH
w
DIP
DUCTILE IRON PIPE
.::::::
- -
WATER VALVE & BOX
TREE LINE
Tsv
TAPPING SLEEVE, VALVE &BOX
ES
END SECTION
WIRE FENCE
y
SIAMESE CONNECTION
EW
END WALL
FENCE
,H,YD
FIRE HYDRANT
FES
FLARED END SECTION
STOCKADE FENCE
. "'
o M
F&G
FRAME AND GRATE
WATER METER
CHAIN LINK FENCE
; <'' °<`
Ov
POST INDICATOR VALVE
F&C
FRAME AND COVER
oocDCXoo
STONE WALL
®
WATER WELL
FM
FORCE MAIN
RETAINING WALL
GT
GREASE TRAP
GG
STREAM /POND /WATER COURSE
GAS GATE
GI
GUTTER INLET
GM
DETENTION BASIN
°
GAS METER
HDPE
HIGH DENSITY POLYETHYLENE PIPE
""""
HAY BALES
•
ELECTRIC MANHOLE
HH
ELECTRIC HANDHOL.E
...............
SILT FENCE
EM
HW
HEADWALL
El
ELECTRIC METER
HYD
HYDRANT
...... ... .... ....
4
MINOR CONTOUR
*
LIGHT POLE
MES
METAL END SECTION
%-
20
MAJOR CONTOUR
•
TELEPHONE MANHOLE
INV
INVERT ELEVATION
10
PARKING COUNT
`" "`
❑
TRANSFORMER PAD
I=
INVERT ELEVATION
9
COMPACT PARKING STALLS
•
UTILITY POLE
PWW
PAVED WATER WAY
° ° ° ° ° °° ......................
......:
DYL
DOUBLE YELLOW LINE
GUY POLE
PVC
POLYVINYLCHLORIDE PIPE
SL
STOP LINE
GUY WIRE &ANCHOR
RCP
REINFORCED CONCRETE PIPE
IIIIIIIIIIIII
CROSSWALK
H
°
HAND HOLE
R=
RIM ELEVATION
A
ACCESSIBLE CURB RAMP
El
PULL BOX
SMH
SEWER MANHOLE
HANDICAP PARKING
TSV
TAPPING SLEEVE, VALVE AND BOX
Matchline
VAN - ACCESSIBLE HANDICAP PARKING
--
--
MATCHLINE
UP
UTILITY POLE
vM
Albemarle County Service Authority Construction Notes
1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE
CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF
THE WORK.
2. 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.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED
DESCRIPTION.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE
PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER
LINES, ETC.
7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE
EXTENSION OF THE LINE.
9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF
PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL
AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY /COUNTY REQUIREMENTS AS
SPECIFIED LATEST EDITION CHECKLIST.
Albemarle County Engineering General Construction Notes for Site Plans
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 AN D CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS AND STANDARDS OF
VDOT UNLESS OTHERWISE NOTED.
General
1. THE "MISS UTILITY LAW " REQUIRES FOR THE CONTRACTOR TO CALL 811 AT LEAST 3 WORKING DAYS IN ADVANCE OF
THE PLANNED WORK TO ALLOW TIME FOR MARKING, THAT THE MARKS BE RESPECTED AND PROTECTED, AND THAT
EXCAVATION BE COMPLETED CAREFULLY.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN
ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE
WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS
(WHICHEVER ARE MORE STRINGENT).
4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS,
WALKS, ETC.) SHALL FOLLOW DETAIL PROVIDED BY VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK FOR SITE
SPECIFIC SEEDING MIXTURES IN ACCORDANCE WITH STANDARD & SPECIFICATION 3.32.
5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM EARTHWORK OPERATIONS
REQUIRED UP TO SUBGRADE ELEVATIONS,
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 EDITION OF THE STATE HIGHWAY DEPARTMENTS STANDARD
SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR
AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE
DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS,
SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS.
8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED
BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
10. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING
EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR
SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND
SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.
11. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR
CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS.
12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO
OWNER.
13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF
SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.
14. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT
PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT
OF ENVIRONMENTAL QUALITY (DEQ) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION,
THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DEQ AND PREPARE A STORMWATER POLLUTION
PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS.
1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY.
THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE
PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER
DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY
BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION,
THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF
CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES
AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.
2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM
THOSE 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 REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S
FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL
PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.
3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE
GRADING AND UTILITY PLANS.
4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE
PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET /RESET AS FOLLOWS:
A. PAVEMENTS AND CONCRETE SURFACES: FLUSH
B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH
C. LANDSCAPE, TOPSOIL AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND
TAPER EARTH TO THE RIM ELEVATION.
5. 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, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH
OWNER AND ARCHITECT.
6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE RELOCATION
AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE
UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES COMPANY.
7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN:
A. WATER PIPES SHALL BE DUCTILE IRON PIPE, CLASS 52 WITH CEMENT MORTAR LINING.
B. SANITARY SEWER PIPES SHALL BE SDR 35 PVC PIPE.
C. STORM DRAINAGE PIPES SHALL CLASS III, REINFORCED CONCRETE PIPE.
8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, INSTALLATION, AND
BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT
POLE BASES, AND CONCRETE PADS. CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF
REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON THE DRAWINGS.
9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S
REQUIREMENTS.
10, ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE DETERMINED BY THE MANUFACTURER
BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL STANDARDS. FOR MANHOLES
THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5 FEET.
11. LOCATION OF FITTINGS SHOWN HEREON ARE APPROXIMATE ONILY. CONTRACTOR SHALL DETERMINE ALL FITTING
Albemarle County Notes
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 III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
Albemarle County Engineering General Construction Notes for Site 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 E TS 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 OR
CONTRACTOR 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 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.
RWSA General Notes:
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER
AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON
JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES.
2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION
CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO START OF WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001).
4. RWSA ENGINEER VICTORIA FORT AT 434 977 -2970 E T. 0 SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR
( ( ) X 2 5)
TO THE START OF CONSTRUCTION.
Notes:
REQUIREMENTS AND LOCATIONS FROM ACTUAL FIELD CONDITIONS.
12. PIPE LENGTHS SHOWN HEREON ARE FROM CENTERLINE TO CENTERLINE OF STRUCTURE AND ARE APPROXIMATE.
CONTRACTOR SHALL DETERMINE ACTUAL PIPE LENGTHS FROM FIELD CONDITIONS,
13. INVERTS CONTROL ELEVATIONS AT ALL STRUCTURES, SLOPES AND LENGTHS ARE APPROXIMATE ONLY.
14. RIM ELEVATIONS SHOWN HEREON ARE APPROXIMATE ONLY. CONTRACTOR SHALL SET ALL STRUCTURES FLUSH
WITH FINAL GRADE.
Layout and Materials
1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEMENT
MARKINGS, UNLESS OTHERWISE NOTED.
2. CURB RADII ARE 5 FEET TO FACE OF CURB UNLESS OTHERWISE NOTED.
3. CURBING SHALL BE CG -6 or CG -6R WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS.
4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING,
INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS,
COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC.
5. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATTON DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET
BY A PROFESSIONAL LICENSED SURVEYOR.
6. 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 EXISTING AND PROPOSED FACILITIES.
7, 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, MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS
FOR LAYOUT OF THE PROJECT FEATURES.
8. 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 AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
Demolition
1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING
BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE
DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE
OF 10 FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS.
2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY
COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE
UTILITY REPRESENTATIVES.
3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS,
ORDINANCES AND STATUTES.
4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND
CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE
CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION BEFORE SUBMITTING ITS
BID /PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR
CHANGED CONDITIONS OR UNFORESEEN OR LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING
EXECUTION OF THE WORK.
5. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE ENGINEER HAS NOT
PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE, DISCOVERY, REMOVAL, ABATEMENT
OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES OR POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL
NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE
PRESENCE OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM
ANY CLAIMS MADE IN CONNECTION THEREWITH, MOREOVER, THE ENGINEER SHALL HAVE NO ADMINISTRATIVE OBLIGATIONS
OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT INVOLVING THE ISSUES OF PRESENCE, DISCOVERY,
T REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOS OR OTHER HAZARDOUS MATERIALS.
1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND
SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL, STATE AND
LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT.
2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT THEREFROM ON A
WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF SEDIMENTS IN AN UPLAND
AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS.
3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT
AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND OR DIRECT
DEPOSIT.
4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A
MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED OR OTHERWISE STABILIZED TO PREVENT EROSION.
5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, CONTRACTOR SHALL
REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE
AND SEWER SYSTEMS.
1. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE, AND SHALL NOT BE USED, IN
WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF
VHB. ANY UNAUTHORIZED USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS DOCUMENT SHALL
BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB.
5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE -INS TO THE EXISTING SYSTEM SHALL BE MADE
WITHOUT COORDINATION WITH AND PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES
ON WEEKENDS OR HOLIDAYS WITH SPECIAL WRITTEN PERMISSION FROM RWSA.
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE -INS TO THE EXISTING
SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE - TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM.
7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME AND IS NOT
NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE
LOCATION, SIZE, AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE FIELD CONDITIONS. THE
CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES,
WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE
CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN RWSA EASEMENT WITHOUT SPECIAL
WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED
OTHERWISE BY RWSA IN WRITING.
9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA
APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING A BLASTING AND PRE -BLAST SURVEY MAY BE
REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND /OR PRE -
AND POST- CCTV MAY BE REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE
PROPOSED BLASTING WILL NOT DAMAGE AND RWSA FACILITIES, DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL
BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS: WHEN A CROSSING
IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING
PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE
EXISTING PIPE.
11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER, SAMPLES
APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF
FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT AN Y CONTAMINATION OF THE PUBLIC
WATER SYSTEM.
12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO
SERVICE.
13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING
OVERHANGS, RETAINING WALLS, FOOTERS FOR STRUCTURE, DRAINAGE STRUCTURES, ETC.
14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
�r,p,LTH 0
JOHN P. TY 9
Lic. 9452
041011'2014
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115 South 15th Street, Suite 200
Richmond, Virginia 23219
804.343.7100 • FAX 804.343.1713
REVISIONS:
January 6, 2014
For Plan Review
January 15, 2014
For Bidding
January 27, 2014
For Addendum 1
February 3, 2014
For County Comments
March 4, 2014
For County Comments
April 1, 2014
For County Comments
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PROJECT NO:
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SCALE: N/A
Legend and
General Notes
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Demolition
1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD OBSERVATIONS AND
INFORMATION OF RECORD. THEY ARE NOT WARRANTED TO BE EXACTLY LOCATED NOR IS IT WARRANTED THAT ALL
UNDERGROUND UTILITIES OR OTHER STRUCTURES ARE SHOWN ON THIS PLAN.
2. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING BUILDINGS,
STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND
DISPOSE OF EXISTING UTILITIES, FOUNDATIONS, AND UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT, PER DRAWINGS AND
SPECIFICATIONS.
3. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY
STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY
REPRESENTATIVES.
4. EXISTING STORM SEWER NETWORK TO REMAIN UNLESS NOTED OTHERWISE.
5. CONTRACTOR SHALL RECLAIM AND PULVERIZE ALL ASPHALT REMOVED DURING CONSTRUCTION TO BE REUSED IN ACCORDANCE WITH THE
SPECIFICATIONS. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL
REGULATIONS, ORDINANCES AND STATUTES.
6. THE DEMOLITION INFORMATION IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED
T DEMOLITION. E CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF
TO DEPICT EACH AND EVERY ELEMENT OF DEM T1 N TH
DEMOLITION BEFORE SUBMITTING ITS BID /PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO CLAIMS AND SEEK NO ADDITIONAL
COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING
EXECUTION OF THE WORK.
7. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE ENGINEER HAS NOT PREPARED DESIGNS FOR AND
SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC
WASTES OR POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS, DAMAGE, EXPENSE,
DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS
THE ENGINEER FROM ANY CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO ADMINISTRATIVE OBLIGATIONS
OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR
DISPOSAL OF ASBESTOS OR OTHER HAZARDOUS MATERIALS.
8. ALL PUBLIC AND PRIVATE UTILITIES TO ADJACENT PROPERTIES, INCLUDING CABLE TV, FIBER OPTIC, GAS, AND ELECTRICAL SERVICE, SHALL BE
MAINTAINED AT ALL TIMES. CONTRACTOR SHALL COORDINATE SERVICE INTERRUPTIONS WITH UTILITY PROVIDERS AND ADJACENT PROPERTY
OWNERS PRIOR TO COMMENCING DEMOLITION OPERATIONS.
Pumping of Stormwater
1. SHOULD IT BE NECESSARY TO PUMP STORMWATER DURING CONSTRUCTION BECAUSE THE GRADING WILL NOT ALLOW FOR GRAVITY FLOW, THEN
THE PUMPED STORMWATER MUST BE FILTERED USING A METHOD APPROVED BY THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
DETAILS OF ACCEPTABLE METHODS OF DEWATERING HAVE BEEN PROVIDED ON THE EROSION CONTROL DETAILS SHEET OF THESE PLANS.
N= 3918109.67
�/ —E= 11489740.14
ELEV= 517.90
SPIKE NAIL /SET
Sequence of Construction:
1. A PRE — CONSTRUCTION MEETING MUST TAKE PLACE PRIOR TO ANY LAND DISTURBING ACTIVITIES. THE OWNER'S
PRELIMINARY LIMITS OF WORK
• • •
NATURAL DRAINAGE DIVIDE
REPRESENTATIVE, ENGINEER, EROSION CONTROL INSPECTOR AND CONTRACTOR MUST BE PRESENT AT THIS MEETING. THE
Phase
1
0 0 0 0 0 0
Soil Legend
Demolition Legend
SITE WORK CONTRACTOR SHALL GIVE THE COUNTY INSPECTOR TWO WORKING DAYS NOTIFICATION.
B M
SOIL STABILIZATION BLANKETS
AND OR MATTING
2. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL INSTALL PERIMETER CONTROL EROSION
Erosion Control
Quantities*
♦--/—
—► '
RCD
CONTROL MEASURES AS SHOWN ON THESE PLANS INCLUDING CONSTRUCTION ENTRANCE, SILT FENCE, DIVERSION DIKES,
TSD
TEMPORARY SLOPE DRAINS
27B — ELIOAK LOAM, 2 -7 PERCENT SLOPES
WITHIN LIMITS OF WORK:
AND TREE PROTECTION.
Item
Unit
Quantity
27C — ELIOAK LOAM, 7 -15 PERCENT SLOPES
ALL PAVEMENT (RIGID OR
3. INSTALL THE SEDIMENT TRAP.
®
CIP
CULVERT INLET PROTECTION
®
FLEXIBLE AND ALL SURFACE
STORM DRAIN INLET PROTECTION
CONSTRUCTION ENTRANCE
EACH
1
FEATURES, INCLUDING BUT NOT
4. ONCE THE SEDIMENT TRAP IS IN PLACE, BEGIN DEMOLITION AS NOTED, TREE REMOVAL, CLEARING, AND GRUBBING.
...............................................................................................................................................................
SILT FENCE
L.F.
...............................
180
�— LIMITED TO UTILITIES, SITE
LIGHTING AND STRUCTURES TO
5. ALL TOPSOIL STOCKPILES SHALL BE STABILIZED AND SILT FENCE PLACED AROUND THE PERIMETER TOE OF STOCKPILE
..............................................................................................................................................................
DIVERSION DIKE
L.F.
...............................
1000
BE REMOVED UNLESS
OTHERWISE NOTED ON PLANS
AREA.
........................................................ ............................... ....................................................................
...............................
TEMPORARY SEDIMENT TRAP
EACH
1
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR SCHEDULING AND CONDUCTING ALL NECESSARY INSPECTIONS WITH THE
I
INLET PROTECTION
EACH
5
DENOTES REMOVAL OF
APPROPRIATE LOCAL AND STATE OFFICIALS. COORDINATION WITH THE APPROPRIATE ENTITIES WILL BE PERFORMED BY THE
...............................................................................................................................................................
...............................
UNDERGROUND UTILITY
�CXXX —
CONTRACTOR.
OUTLET PROTECTION
EACH
1
AND /OR CURBING, FENCES
................................................................ ...............................
AND GATES.
7. DURING CONSTRUCTION SOIL STABIL I ZATION ON SIT E S H ALL CONFORM TO THE VIRGINIA EROSION AND SED I MENT CONTROL
CONTRACTOR TO VERIFY ACTUAL QUANTITIES
HANDBOOK (VESCH), LATEST EDITION.
..... ............................... ------------------------------- .................................... .............................
.....
' ........... ...............................
TREES AND UTILITY POLES TO
8. INSPECT AND REPAIR ALL EROSION CONTROL DEVICES WEEKLY AND WITHIN 12 HOURS AFTER ALL RAIN EVENTS. ALL
BE REMOVED
VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
AND VIRGINIA REGULATION VR 625 02 00,
9. CONTRACTOR SHALL PROVIDE POSITIVE SURFACE DRAINAGE FROM GRADING OPERATIONS TO ADJACENT STORM SEWER
STRUCTURES IF POSSIBLE.
10. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT
REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND OR DIRECT DEPOSIT.
11. PROCEED TO THE PHASE II EROSION AND SEDIMENT CONTROL PLAN UPON APPROVAL OF THE COUNTY INSPECTOR.
INSTALL PHASE II E &S MEASURES.
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Erosion Legend
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SCALE IN FEET
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JOHN P. RTY 9
Lie. 9452
�p 041011W14 ww
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115 South 15th Street, Suite 200
Richmond, Virginia 23219
804.343.7100 • FAX 804.343.1713
REVISIONS:
January 6, 2014
For Plan Review
January 15, 2014
For Bidding
January 27, 2014
For Addendum 1
February 3, 2014
For County Comments
March 4, 2014
For County Comments
April 1, 2014
For County Comments
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DATE:
APRIL 1, 2014
PROJECT NO:
33781
SCALE: 1 " =20'
Demolition and
Erosion Control
Plan Phase I
C2001
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PRELIMINARY LIMITS OF WORK
• • •
NATURAL DRAINAGE DIVIDE
rY'WY1
LIMITS OF CLEARING
0 0 0 0 0 0
CE
CONSTRUCTION ENTRANCE
B M
SOIL STABILIZATION BLANKETS
AND OR MATTING
DV
TEMPORARY DIVERSION DIKE
♦--/—
—► '
RCD
ROCK CHECK DAMS
TSD
TEMPORARY SLOPE DRAINS
00 00—
SF
SILT FENCE
1
O
TREE PROTECTION FENCING
•
®
CIP
CULVERT INLET PROTECTION
®
IP
STORM DRAIN INLET PROTECTION
ST
TEMPORARY SEDIMENT TRAP
TS
TEMPORARY SEEDING
PS
PERMANENT SEEDING
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SCALE IN FEET
.�-1�LTFf�pF
JOHN P. RTY 9
Lie. 9452
�p 041011W14 ww
-SsION
AL
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115 South 15th Street, Suite 200
Richmond, Virginia 23219
804.343.7100 • FAX 804.343.1713
REVISIONS:
January 6, 2014
For Plan Review
January 15, 2014
For Bidding
January 27, 2014
For Addendum 1
February 3, 2014
For County Comments
March 4, 2014
For County Comments
April 1, 2014
For County Comments
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DATE:
APRIL 1, 2014
PROJECT NO:
33781
SCALE: 1 " =20'
Demolition and
Erosion Control
Plan Phase I
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\ \VH13\PR0J \RICHM0ND \33781.00 HBM NORTHSIDE LIBRARY \CAD \LD \PLANSET \POD \33781 POD -LM
U- STOR -IT CHARLOTTESVILL L U- STOR -IT CHARLOTTESVILLE L
PARCEL ID: 061UO -02 -00 -00900 PARCEL ID: 061UO -02 -00 -01000
DB. 1632 PG. 632 DB. 1632 PG. 632
#3064 BERKMAR DR #3072 BERKMAR DR
1.729 ACRES 2.55 ACRES
I
WORLD MEDIA ENTERPRISES INC
PARCEL ID: 04500- 00- 00 -102AO
DB. 4194 PG. 501
#685 RIO RD W
3.99 ACRES
BENCHMARK
N
I
Space
N
0
On Site
6/08
Crosswalk
6/08
N.T.S.
CONNECT TO
Source: VHB
LD -552
N.T.S. Source:
VHB
LD_554
>
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1
EXIST C &G
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...............
PARKING SETBACK
: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10 Feet
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BOOK
DOMINIOf POWER
DROP
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POWER EASEMENT
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I', ,, ., 1 - -
-- ^:
RETAINING LIMITS OF'
1 \
(12) 'SPUTASH WALL
WORK (T*.),/ /
1` s LIGHT & POLE ---------
BLOCICa,(TYP.) ` - " --
�fi.l
"
i �/ 28'w , UIE61IU111..)l.1, 11111Lll.11. I. S). IIIII UIU.11.1.41111UI1.Ll1.U.lAll 11I11tllilNpl� ' » " "" ' °' -%' I
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t 'v FIRE .LANE OE
CONC. PAD --� i '
. � I STRIPING:
(TYP )..
DUMSPTER ENCLOSURE NOTES: DUMPPTER q `
2 8 R ,''%
�.:.... ,
1. MATERIALS TO BE BRICK ON CMU TO MATCH ENCLOSURE
BUILDING. (REFER TO -_
2. HEIGHT WILL BE 8' -8" TALL. ARCH PLAN) DOT CO- R _
V c
a
FL��� VDOT STD. (TYP.) i
0
' CG -6 (TYP.)
zp i/
STANDARD DUTY = l
,= to
PAVEMENT (TYP.)
FLL ....................
1 -STORY BRICK ,
STORM MANHOLE (TYP)
COUNTY OF ALBEMARLE VIRGINIA
tI I
.... I
PARCEL ID: 06100- 00- 00 -120K0 SITE LIGHTS (TYP.) yt 3 "' "�``` ''•,, i x -
DB. 4365 PG. 46 REFER TO LIGHTING
#705 RIO RD W PLAN FOR DETAILS
3.127 ACRES _ ....
�1 =
STORM MANHOLE (TYP.) �-�e `. .
l
...... ..... ...
} _
t _ 45 • I = t
BIKE RACKS (TYP.) 1
REFER TO LANDSCAPE ' `'°
_ .. I
PLAN FOR DETAILS
.:.:.1 \ 10
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STORM MANHOLE TYP CONCRETE
-•, — -r —
`/ / !
WITHIN PLAZA
- i
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STEPS,
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FIRE LANE
it
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TYP. ': -
CANOPY CANOPY -
( )
ST G P ....:: _ i -
. _ ..: t SIDE ALK
`.
STEPS _
TYP. TYP.
8•
' REFER TO
N
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I�l1T' ...... _ ............... � Va"�' `� -.... ..
`( ........... ..... ..........
S & B REALTY VENTURE LLC
PARCEL ID: 06100- 00- 00 -12OLO
DB. 2474 PG. 180
1.31 ACRES
4" WIDTH
(PAINTED BLUE)
0:
�• �Ip
Notes:
BLUE SKID -
RESISTANT
PAINT
ru
lietan 1) y1flu
(PAINTED WHITE)
1. ALL DIMENSIONS TO EDGES OF 4" PAVEMENT STRIPING.
2. 8' STALL WIDTH REFERS TO 8' CLEAR BETWEEN INSIDE
EDGES OF PAVEMENT MARKINGS.
ALL SLOPES THROUGHOUT THE ACCESSIBLE PARKING
3.
AND AISLE AREAS SHALL NOT EXCEED 1.5 %.
_._
4 `n 0
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'AINT
17"
0"P7"
3' -8„
(TYP.) (TYP.)
NE,jld-
N
AY_d-
WHITE PAINT (TYP.)
r
LENGTH AS REQUIRED
(SEE STRIPING PLAN)
12"
7' -9" � 2' -O„
f 16"
WHITE PAINTED
0 STOP LINE
I
00 16 " (TYP.)
WHITE PAINT
LANE
4'"
Notes:
1. PAVEMENT MARKINGS TO BE INSTALLED
FOR ON SITE WORK IN LOCATIONS SHOWN.
2' (MAX.)
- 12" (TYP.)
4'
z (MIN.)
c�
Q
MAX. SLOPE 1.5%
12"
wV)
zz
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N W
` CURBLINE
0 � E 1 r.)
Notes:
1 • TWELVE INCH (12") LINES SHALL BE APPLIED IN ONE
APPLICATION, NO COMBINATION OF LINES (TWO - 6
INCH LINES) WILL BE ACCEPTED.
2.
LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO
CURBLINE.
3. ALL LONGITUDINAL CROSSWALK LINES TO BE THE SAME
LENGTH AND PROPERLY ALIGNED.
4.
CROSS WALK SIDESLOPE SHALL NOT EXCEED 1.5 %.
Accessible
N
I
Space
N
0
On Site
4 `n 0
i
N
'AINT
17"
0"P7"
3' -8„
(TYP.) (TYP.)
NE,jld-
N
AY_d-
WHITE PAINT (TYP.)
r
LENGTH AS REQUIRED
(SEE STRIPING PLAN)
12"
7' -9" � 2' -O„
f 16"
WHITE PAINTED
0 STOP LINE
I
00 16 " (TYP.)
WHITE PAINT
LANE
4'"
Notes:
1. PAVEMENT MARKINGS TO BE INSTALLED
FOR ON SITE WORK IN LOCATIONS SHOWN.
2' (MAX.)
- 12" (TYP.)
4'
z (MIN.)
c�
Q
MAX. SLOPE 1.5%
12"
wV)
zz
J Q
J
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N W
` CURBLINE
0 � E 1 r.)
Notes:
1 • TWELVE INCH (12") LINES SHALL BE APPLIED IN ONE
APPLICATION, NO COMBINATION OF LINES (TWO - 6
INCH LINES) WILL BE ACCEPTED.
2.
LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO
CURBLINE.
3. ALL LONGITUDINAL CROSSWALK LINES TO BE THE SAME
LENGTH AND PROPERLY ALIGNED.
4.
CROSS WALK SIDESLOPE SHALL NOT EXCEED 1.5 %.
Accessible
Parking
Space
11/10
Painted Pavement Markings -
On Site
6/08
Crosswalk
6/08
N.T.S.
CONNECT TO
Source: VHB
LD -552
N.T.S. Source:
VHB
LD_554
N.T.S. Source: VHB
LD_553
Pavement Summary
10' PARKING
SETBACK
30' BUILDING
SETBACK
Notes
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING
ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING
SHOWN ON THE PLANS.
2. FOR RIGHT TURN LANE, MATCH EXISTING PAVEMENT
SECTION.
3. CONTRACTOR SHALL CORE EXISTING ASPHALT
PAVEMENT IN RIO ROAD WEST AND DETERMINE
EXISTING PAVEMENT SECTION. REPORT TO ENGINEER.
4. FIRE LANE MARKINGS AND SIGNAGE REQUIRED PER
STATE OF VIRGINIA FIRE PREVENTION CODE AND
COUNTY OF ALBEMARLE. CONTRACTOR SHALL
COORDINATE ALL FINAL FIRE LANE MARKINGS AND
SIGNAGE PLACEMENT WITH FIRE MARSHAL.
Zoning Summary Chart
Zoning District(S):
Overlay District(S):
HC, HIGHWAY COMMERCIAL
Zoning Regulation Requirements
Required
j
!
...............................................................
150 Feet
:Provide
........ ....... ................
182 Feet
......... . '.......................... ........... ............. .........................................
FRONT YARD SETBACK
:
............ . ..........................
30 Feet
.
CONNECT TO
...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SIDE YARD SETBACK
. .........................................................
0 Feet
EXIST SIDEWALK
............ ' ' "' ......................................................... ...............................
REAR YARD SETBACK
.................. ..........................
O Feet
CONNECT TO f
...............................................................................................................................................................
MAXIMUM BUILDING HEIGHT
1
EXIST C &G
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...............
PARKING SETBACK
: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10 Feet
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DOMINIOf POWER
DROP
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STORM MANHOLE (TYP.)
Notes
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING
ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING
SHOWN ON THE PLANS.
2. FOR RIGHT TURN LANE, MATCH EXISTING PAVEMENT
SECTION.
3. CONTRACTOR SHALL CORE EXISTING ASPHALT
PAVEMENT IN RIO ROAD WEST AND DETERMINE
EXISTING PAVEMENT SECTION. REPORT TO ENGINEER.
4. FIRE LANE MARKINGS AND SIGNAGE REQUIRED PER
STATE OF VIRGINIA FIRE PREVENTION CODE AND
COUNTY OF ALBEMARLE. CONTRACTOR SHALL
COORDINATE ALL FINAL FIRE LANE MARKINGS AND
SIGNAGE PLACEMENT WITH FIRE MARSHAL.
Zoning Summary Chart
Zoning District(S):
Overlay District(S):
HC, HIGHWAY COMMERCIAL
Zoning Regulation Requirements
Required
d
............................. ......................................................... ...............................
MINIMUM FRONTAGE
...............................................................
150 Feet
:Provide
........ ....... ................
182 Feet
......... . '.......................... ........... ............. .........................................
FRONT YARD SETBACK
:
............ . ..........................
30 Feet
.
...... .........................
30 Feet
...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SIDE YARD SETBACK
. .........................................................
0 Feet
10 Feet
............ ' ' "' ......................................................... ...............................
REAR YARD SETBACK
.................. ..........................
O Feet
............ .................................... .............
275 Feet
...............................................................................................................................................................
MAXIMUM BUILDING HEIGHT
............................. -
65 Feet
................................ ............................._.
35 Feet
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...............
PARKING SETBACK
: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10 Feet
: ............................ . ................................ . . .
10 Feet
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SCALE IN FEET
�ALTH OF
JOHN P. RTY '>'
Lie. 9452
041011W14
NAL
115 South 15th Street S uite 200
Richmond, Virginia 23219
804.343.7100 • FAX 804.343.1713
REVISIONS:
January 6, 2014
For Plan Review
January 15, 2014
For Bidding
January 27, 2014
For Addendum 1
February 3, 2014
For County Comments
March 4, 2014
For County Comments
April 1, 2014
For County Comments
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DATE:
APRIL 1, 2014
PROJECT NO:
33781
SCALE: 1 " =20'
Layout and
Materials Plan
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24"
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ENFORCED
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DROP
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OFF
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SCALE IN FEET
�ALTH OF
JOHN P. RTY '>'
Lie. 9452
041011W14
NAL
115 South 15th Street S uite 200
Richmond, Virginia 23219
804.343.7100 • FAX 804.343.1713
REVISIONS:
January 6, 2014
For Plan Review
January 15, 2014
For Bidding
January 27, 2014
For Addendum 1
February 3, 2014
For County Comments
March 4, 2014
For County Comments
April 1, 2014
For County Comments
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DATE:
APRIL 1, 2014
PROJECT NO:
33781
SCALE: 1 " =20'
Layout and
Materials Plan
C3u01
i gix
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.:'yx,.433.'�f'', -: <: ':.''• ::R�':' >''. "xx4F,.;ta,�t�)9%.: %2� /TI `% I:
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VERTICAL
SCALE IN FEET
SPLASH BLC)CKA
Flo. M50SPB1
48 lbs.
.. . �...
to .lJ' . �:, 4 Y 2?' SpIO>t, bic/,k, reinfofCEiJ Ioncr3te
Concrete Splash Block
N.T.S.
€` M E: HYDRANT M..US T BE
E( IJ!P PED WITH CHARLOTTE.. -
ma
THE LOCAL _ i ANDAR.D.
-IT
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BAS AN , TI -MUST �A& � 'J ' fi �::
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C,IL.
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VVHEii FHE OIL IS DISTURBED R '01HE ,
A !'Ii JK „`r - ;:N n FILL; ANCHOR
THE r:';L: %:: "r-C) THE
HYDRANT 4il''i'1 2 -':,
I'Ir,•.• ,• -r _ HUDf., IN
/.(1_ : J 1T) J r,fiJr'..
CONC ;EIE. IF i`FC'
SSA: Y, A S[E =.E!_ PILE.
`+.L1. BE U',FD AS
ADDIT- :10NAl. SUP ORIV
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TEE
3%4i" THREADED, ROP.S TO
IN ALL !N' "i'AI_LA ?101'S.
v-
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NO -FE
1. 'SURROUND /��r= .;Lc. „I:- i\,.L �G � L
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GRADE SHALL \Ve'Rr R RC) .,; ri_ . t
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[-I E_ ;:;.a-r;- .A;..':�F !., �...L..)i,,E.. !I•, ..�uL.Oz....,.. ;�[.i!r,l,) !R =rrr..
IT IS NOT AI_.., r; III THE DITCH
u� :�:: is
� l . t :: _ .�_... I 1 I aJ;i� t,C ,'rr__1
ABOVE HOLES ARE „ NC G r ~
.-1 r �i ELEVATION,
E 2
REQUIRED TO BE IN ;1ET AREAS-, THE- ",,VEEP H(DLES 5 !AL. bE
':, i ,: NIT B -
PLU_J6C.) ,'.fJ_! ,I'IC :'iYG(,:,:,( StEAI..L :a t: PU4`.PR:i) Ur?1'.
Typical Fire Hydrant Assembly Detail
N.T.S. Source: ACSA TD -7
24 YiN
INMAL E.
l I�ca
--
J _t<p:l'E : {IE: iCi "'C)iVi C)i iC tiEMrOIVE, ALL
R'C)I`lES 1C! !i`J`•I.; fi•` 'r'IPE C't_,` >N' (:E>'i ON €2C }C„ :; ?Ja
THEN COt, PACT TH.F SOIL OR. PR`,)V!UE A 4" apI)DiNC•
"N is T)
1
1()_)NI-;A I I,.. ?!N liN POOR SOIL.
UN ST,; B
It`!ITIAL. BACKFI
J.AR r:ll L AS
ROVED �,Y A'.S.N
#c3 STOW_
I. WD iZ ":?C:KS SHIALL RE F',!_!_OV,/E1i 24' OF THE Wf\TE[J LINES.
: -I J ) K: 1- _CIh ? r> i 1 '
A 0VE 'FHE INI IIAL BAC1 F1I_L.
;,.I;: •.v;l'I',.I. E % >,CI <.fII.!.. SF- ;ALl. I:E .'L.P.CEE- P,fJ!:) C::)A:'F'r'. t=[) IN 6" L.IF"
O ?C.,AN`C: ;:)R F?OZ.r= R,i , F _RIAL 0,f? .)E FIRi` .,:'I "�.i... BE !....!_(.i?IJ(C)
Ductile Iron Water Pipe Installation & Bedding
N.T.S. Source: ACSA TD -2
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ALL .ri r.aJ! KfIC I\:..
Concrete Thrust Block
N.T.S. Source: ACSA TD -3
L 74"1
JOHN P. RTY
Lie. 9452
O4A/OI/2014
AL
115 South 15th Street, Suite 200
Richmond, Virginia 23219
804.343.7100 • FAX 804.343.1713
REVISIONS:
January 6, 2014
For Plan Review
January 15, 2014
For Bidding
January 27, 2014
For Addendum 1
February 3, 2014
For County Comments
March 4, 2014
For County Comments
April 1, 2014
For County Comments
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DATE:
APRIL 1, 2014
PROJECT NO:
33781
SCALE: 1 " =20'
Utility Plan
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Phase 2 Erosion Control Seauence of Construction:
THE FOLLOWING OUTLINES THE GENERAL CONSTRUCTION SEQUENCE THAT WILL BE EMPLOYED DURING THE SITE
CONSTRUCTION PHASE.
UPON COMPLETION OF DEMOLITION ACTIVITIES, COMMENCE ROUGH GRADING OPERATIONS. STORM SEWER,
PHASE 1 TEMPORARY SEDIMENT TRAP, AND DIVERSIONS TO REMAIN AS SHOWN ON PLANS.
PROCEED WITH THE INSTALLATION OF UNDERGROUND UTILITIES INCLUDING WATER, SEWER, AND STORM PIPE.
INSTALL DRAINAGE STRUCTURES WITH INLET PROTECTION. PLAN ASSUMES ALL RUNOFF TO INLETS IS DRAINED
TO STORM WATER MANAGEMENT BASIN AND TRAP THROUGH STORM SEWER.
PLACE COMPACTED FILL AS REQUIRED TO ROUGH GRADE DRIVES AND PARKING AREAS TO SUBGRADE.
INSTALL UNDERGROUND UTILITIES AND EXTERIOR LIGHTING WIRING /CONDUIT.
FINE GRADE DRIVES AND PARKING AREAS.
COMPACT SUBGRADE, PLACE AGGREGATE BASE AND SUBBASE.
INSTALL CURB AND GUTTER, AND CONCRETE PAVING.
INSTALL ASPHALT PAVING.
TOPSOIL, SEED AND MULCH DISTURBED AREAS.
INSTALL LANDSCAPING AND LIGHT POLES.
INSTALL PAVEMENT MARKING AND SIGNS.
CLEAN UP.
REMOVE REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AFTER FINAL SITE
STABILIZATION AND UPON APPROVAL OF ENVIRONMENTAL INSPECTOR.
Soil Legend
27B — ELIOAK LOAM, 2 -7 PERCENT SLOPES
27C — ELIOAK LOAM, 7 -15 PERCENT SLOPES
Legend
PRELIMINARY LIMITS OF WORK
NATURAL DRAINAGE DIVIDE
LIMITS OF CLEARING
0 0 0 0 0 §DV CONSTRUCTION ENTRANCE
0 0 0 0 0 0
SOIL STABILIZATION BLANKETS
AND OR MATTING
TEMPOR ARY DIVERSION DIKE
�► ' RCD ROCK CHECK DAMS
TEMPORARY SLOPE DRAINS
SILT FENCE
OTREE PROTECTION FENCING
® CIP CULVERT INLET PROTECTION
® IP STORM DRAIN INLET PROTECTION
ST TEMPORARY SEDIMENT TRAP
TS TEMPORARY SEEDING
PS PERMANENT SEEDING
20 0 20 40
SCALE IN FEET
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Phase 2 Erosion Control Seauence of Construction:
THE FOLLOWING OUTLINES THE GENERAL CONSTRUCTION SEQUENCE THAT WILL BE EMPLOYED DURING THE SITE
CONSTRUCTION PHASE.
UPON COMPLETION OF DEMOLITION ACTIVITIES, COMMENCE ROUGH GRADING OPERATIONS. STORM SEWER,
PHASE 1 TEMPORARY SEDIMENT TRAP, AND DIVERSIONS TO REMAIN AS SHOWN ON PLANS.
PROCEED WITH THE INSTALLATION OF UNDERGROUND UTILITIES INCLUDING WATER, SEWER, AND STORM PIPE.
INSTALL DRAINAGE STRUCTURES WITH INLET PROTECTION. PLAN ASSUMES ALL RUNOFF TO INLETS IS DRAINED
TO STORM WATER MANAGEMENT BASIN AND TRAP THROUGH STORM SEWER.
PLACE COMPACTED FILL AS REQUIRED TO ROUGH GRADE DRIVES AND PARKING AREAS TO SUBGRADE.
INSTALL UNDERGROUND UTILITIES AND EXTERIOR LIGHTING WIRING /CONDUIT.
FINE GRADE DRIVES AND PARKING AREAS.
COMPACT SUBGRADE, PLACE AGGREGATE BASE AND SUBBASE.
INSTALL CURB AND GUTTER, AND CONCRETE PAVING.
INSTALL ASPHALT PAVING.
TOPSOIL, SEED AND MULCH DISTURBED AREAS.
INSTALL LANDSCAPING AND LIGHT POLES.
INSTALL PAVEMENT MARKING AND SIGNS.
CLEAN UP.
REMOVE REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AFTER FINAL SITE
STABILIZATION AND UPON APPROVAL OF ENVIRONMENTAL INSPECTOR.
Soil Legend
27B — ELIOAK LOAM, 2 -7 PERCENT SLOPES
27C — ELIOAK LOAM, 7 -15 PERCENT SLOPES
Legend
PRELIMINARY LIMITS OF WORK
NATURAL DRAINAGE DIVIDE
LIMITS OF CLEARING
0 0 0 0 0 §DV CONSTRUCTION ENTRANCE
0 0 0 0 0 0
SOIL STABILIZATION BLANKETS
AND OR MATTING
TEMPOR ARY DIVERSION DIKE
�► ' RCD ROCK CHECK DAMS
TEMPORARY SLOPE DRAINS
SILT FENCE
OTREE PROTECTION FENCING
® CIP CULVERT INLET PROTECTION
® IP STORM DRAIN INLET PROTECTION
ST TEMPORARY SEDIMENT TRAP
TS TEMPORARY SEEDING
PS PERMANENT SEEDING
20 0 20 40
SCALE IN FEET
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115 South 15th Street, Suite 200
Richmond, Virginia 23219
804.343.7100 • FAX 804.343.1713
REVISIONS:
January 6, 2014
For Plan Review
January 15, 2014
For Bidding
January 27, 2014
For Addendum 1
February 3, 2014
For County Comments
March 4, 2014
For County Comments
April 1, 2014
For County Comments
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115 South 15th Street, Suite 200
Richmond, Virginia 23219
804.343.7100 • FAX 804.343.1713
REVISIONS:
January 6, 2014
For Plan Review
January 15, 2014
For Bidding
January 27, 2014
For Addendum 1
February 3, 2014
For County Comments
March 4, 2014
For County Comments
April 1, 2014
For County Comments
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115 South 15th Street, Suite 200
Richmond, Virginia 23219
804.343.7100 • FAX 804.343.1713
REVISIONS:
January 6, 2014
For Plan Review
January 15, 2014
For Bidding
January 27, 2014
For Addendum 1
February 3, 2014
For County Comments
March 4, 2014
For County Comments
April 1, 2014
For County Comments
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AREA WITH NO DEFINED
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Plan View
L a
0 %
I II10-111 r d
Section A -A FILTER CLOTH KEY IN 6 " -9 "; RECOMMENDED FOR ENTIRE PERIMETER
A
A 3da (MIN.)
d
PIPE OUTLET TO WELL
DEFINED CHANNEL
Plan View
Lo
0
III° d
Section A -A
FILTER CLOTH KEY IN 6 " -9 "; RECOMMENDED FOR ENTIRE PERIMETER
Notes:
1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR
2, La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING
PLATES 3.18 -3 AND 3.18 -4.
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6
INCHES.
FLOW
_NN�` FLOW
FLOW
FLOW
SEDIMENT -LADEN RUNOFF
DEPTH BELOW TOP OF INLE1
• ti . �"
AS MIN. 1'- MAX. 2"
REQUIRED
I f -1 11 =1 I l� •• 11 =1 I I -1 11 -1 I I'
=1 � I� I I -III -, •. I I -I I H I I =1 I I =1
- III =1 I I� 11= �, � � ;� • �� I I I � I =1' '
'I= ,�1111�11 =1 II. •� 11111111'
MAX. SLOPE 2:'I 1 =1 I� 1=1 I III I� III III 7iER PARTICLES
STORM WATER WITH =III WEEP II—III-
LARGER PARTICLES I =II HOLES III = SETTLE OUT
REMOVED -III FOR
DEWATERING
Illflll
.III -1 I
DRAIN INLET
-III- I1= 1II -I'
T_II I I =1 1 =1 I IE� 11 =1 11 =1 11 =1 11 =1 I f=I I I I I I 1I I'
-II I1= 111= 111 =1IlE 11 =1I1 =111 =1 1 =1II-
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i l IMP
Application
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS
ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF
MAINTENANCE ARE DESIRABLE.
Pipe Outlet Conditions
6/08
Excavated Drop Inlet Sediment Trap
6/08
N.T.S. Source: Virginia Erosion And Sediment Control Handbook
Plate 3.18 -1
N.T.S. Source: Virginia Erosion And Sediment Control Handbook
Plate 3.07 -4
1. SET THE STAKES.
6 "MA
2. EXCAVATE A 4 "X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
1
Mi
FLO� G
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
Compacted Soil
18 " min. ;
!zz!!F
I
Flow
4.5' min.
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
Construction Of A Silt Fence (Without Wire Support) 6/08 Temporary Diversion Dike 5/08
N.T.S. Source: Virginia Erosion And Sediment Control Handbook Plate 3.05 -2 N.T.S.
GRAVEL FILTER 12"
RUNOFF WATER WIRE MESH
FILTERED WATER
IN
SEDIMENT
o..
CONCRETE GUTTER 12"
CURB INLET
Specific Application
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
+ GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
Gravel Curb Inlet Sediment Filter 6/08
N.T.S. Source: Virginia Erosion And Sediment Control Handbook Plate 3.07 -6
Source: Virginia Erosion And Sediment Control Handbook Plate 3.09 -1
DROP INLET
URTU ('DATE'
Elevation Of Stake And
Fabric Orientation
Specific Application
I
1" MIN.
11 /
ERS
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE
INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER
ER
(
THAN 5 %) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT
EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS
IN STREET OR HIGHWAY MEDIANS.
Silt Fence Drop Inlet Protection 6/08
i2, 7 0 F -"
Perspective View
Perspective View Perspective View
Plastic Fence Metal Fence
Safety Fence 6/08
N.T.S. Source: Virginia Erosion And Sediment Control Handbook Plate 3.01 -1
1l'4" MIN. TO 2 " MAX. O.D.
GALV. STL. POST & RAILS
12 ON BOTH SIDES OF STAIRS
MIN.
W.W. MESH (6x6xW1.4xW1.4) ;n
FLAT SHEETS - CENTER DEPTH I
4" CEMENT CONCRETE
EXPANSION JOINT
Y
2 "R NOSING
6" 12" 12"" (MAX.)
3" 3
TREAD
EXPANSION
°o 6" JOINT S °° o0o ° ° ° =
° e °° °
oo
"
\o 0 o : X 4 6"
\,
-N, \\ \
8 "" COMPACTED GRAVEL \j /\ \j /\ o$ 80 go
(1Y2" MAX. STONE SIZE) \�� % \i /\ ° o o° ° o°
COMPACTED 12"
SUBGRADE
4 " CEMENT CONCRETE
HILTI ANCHORS (TYP.)
EXPANSION
Notes: JOINT SEALANT
Y2,
1. PROVIDE BROOM FINISH IN
DIRECTION PERPENDICULAR TO ° 0.
SIDEWALK, PARALLEL TO STAIR. CONCRETE ° � °
2. CEMENT CONCRETE SHALL BE SIDEWALK °
5,000 PSI -TYPE II. Y2 " PREFORMED
EXPANSION JOINT
3. WIDTH OF STEPS SHALL BE AS CONC. SIDEWALK
INDICATED ON THE PLANS.
Expansion Joint Detail
1/12 Bollard 6/08
LD -766 N.T.S. Source: VHB LD -700
I PRECAST BUMPER
OR FACE OF BUILDING
•'' ` . .° REBAR PER MANUF.
Section
EDGE OF PAVEMENT
— � OR FACE OF BUILDING
0
1
3/4" DIA. PIN DOWN HOLES (V
FOR No. 5 REBAR
ISLOPE
3' -0"
Plan View
DRIVE OR CUT PIN
FLUSH WITH CONC.
FINISH
PAVEMENT PROVIDE TWO
No. 5 REBARS
SLOPE
Sloped Side Elevation
Concrete Wheelstop 6/08
N.T.S. Source: VHB LD_417
0
I
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ROUNDED CONCRETE CAP
CONCRETE FILL
6° DIA. STEEL PIPE FILLED WITH
CONCRETE. COLOR SELECTED BY
OWNER /ARCHITECT PAINT PRIME AND
FINISH COATS TO BE COMPATIBLE
WITH EXTERIOR METAL SURFACES.
- INISHED GRADE
iURFACE TREATMENT VARIES
24" DIA. CONCRETE ENCASEMENT
COMPACTED GRAVEL
COMPACTED SUBGRADE
Concrete Steps and Sidewalk
N.T.S. Source: VHB
PROVIDE FENCE WHERE WALL
HEIGHT EXCEEDS 4 FEET
VARIES
CAP
IMPERVIOUS FILL
MIN. 12" THICK
APPROXIMATE
EXCAVATION
LIMIT
MODULAR CONCRETE GEOSYNTHETIC
FACING UNITS REINFORCEMENT
GRAVEL
UNDERDRAIN
(SLOPE TO DRAIN)
LEVELING PAD
COMPACTED
SUBGRADE
Note:
DETAIL P ROVIDED FOR GENERAL INFORMATION ONLY.
STAMPED FINAL DESIGN OF MODULAR WALL SYSTEM
TO BE PROVIDED BY WALL MANUFACTURER BASED ON
GEOTECHNICAL ENGINEERS RECOMMENDATIONS.
Modular Retaining Wall 6/08
COLD PLANE PROP. BIT. CONC,
MEET EXISTING PAVEMENT TRANSITION AREA PAVEMENT OVERLAY
SAWCUT EDGE
CLEAN AND TACK COAT OVERLAY THICKNESS
EXISTING PRIOR TO OVERLAY PER PLAN
PAVEMENT — — — — -
TC'
EXISTING PAVED
COLD PLANE SURFACE
VARIES:
12" STREETS & ROADS
6' DRIVEWAYS
6' PARKING AREAS
Pavement Overlay Transition Section 6/08
N.T.S. Source: Virginia Erosion And Sediment Control Handbook Plate 3.07 -1 N.T.S. Source: VHB LD -750 N.T.S. Source: VHB LD_435
1Y2 " BITUMINOUS TOP COURSE
1Y2" BITUMINOUS DENSE BINDER COURSE
° p o
° ° o 0 12 " COMPACTED GRAVEL
O 8 O
0 0 °° 0 ° o o U
ooO °O O o 0 0 0 0 O °o$o0
COMPACTED SUBGRADE
Standard Duty Flexible Pavement
Note:
PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE
BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS.
Bituminous Concrete Pavement Sections 12/11
N.T.S. Source: VHB LD -430
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CAP STEEL PIPE POST
TYPICAL SIGN
2Y2 " DIA. STEEL POST
(PAINT COLOR SELECTED
BY ARCHITECT)
LANDSCAPED AREA
16" OR 12" DIA.
`~ CONCRETE SUPPORT
x THIS DIMENSION SHALL BE A MINIMUM OF 5" FOR
ACCESSIBLE SIGNAGE.
THIS DIMENSION SHALL BE A MAXIMUM OF 8" FOR
ACCESSIBLE SIGNAGE.
Sign Post - Type 'A' 4/12
N.T.S. Source: VHB LD -701
4° CEMENT CONCRETE
(6" THICK IN VEHICULAR AREAS)
NOTE:
CONCRETE FOR SIDEWALKS BE
4000 PSI AND FOR DRIVE YS
5000 PSI. BOTH MIXES T BE TYPE
II, 6% (1.5f) AIR ENT NED.
CURB VARIES
FINISH
6" REVEAL GRADE
1.5% (M AX .)
FINISH 1.0% (MIN.)
PAVEMENT
O \ \\
O
PACTED
B AIDE
8 " COMPACTED GRAVEL
(1Y2' MAX STONE SIZE) Section EXPANSION
JOINT
SEALANT
Notes: .
4.
1. PROVIDE EXPANSION INTS
AT MIN. 30 FT. 0. WITH CONCRETE
SIDEWALK
PRE- FORMED JO FILLER.
Y2 " PREFORMED
2. PROVIDE TOOL CONTROL EXPANSION JOINT
JOINTS AT 6' C. BLDG. FACE,
FIXED OBJECT,
3. PROVIDE OOM FINISH IN OR CONC. SIDEWALK SECTION
DIRECTI PERPENDICULAR TO
CURB.
Expansion Joint De '1
crete Sidewalk 11
T.S. Source: VHB LD_4
�41
��ALTH �F
JOHN P. TY
Lic. 9452
�o 0410112014 �w
A L
(1:
115 South 15th Street, Suite 200
Richmond, Virginia 23219
804.343.7100 • FAX 804.343.1713
REVISIONS:
January 6, 2014
For Plan Review
January 15, 2014
For Bidding
January 27, 2014
For Addendum 1
February 3, 2014
For County Comments
March 4, 2014
For County Comments
April 1, 2014
For County Comments
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DATE:
APRIL 1, 2014
PROJECT NO:
33781
SCALE: N.T.S.
Site Details
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Heavy Duty
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Standard Duty Flexible Pavement
Note:
PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE
BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS.
Bituminous Concrete Pavement Sections 12/11
N.T.S. Source: VHB LD -430
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CAP STEEL PIPE POST
TYPICAL SIGN
2Y2 " DIA. STEEL POST
(PAINT COLOR SELECTED
BY ARCHITECT)
LANDSCAPED AREA
16" OR 12" DIA.
`~ CONCRETE SUPPORT
x THIS DIMENSION SHALL BE A MINIMUM OF 5" FOR
ACCESSIBLE SIGNAGE.
THIS DIMENSION SHALL BE A MAXIMUM OF 8" FOR
ACCESSIBLE SIGNAGE.
Sign Post - Type 'A' 4/12
N.T.S. Source: VHB LD -701
4° CEMENT CONCRETE
(6" THICK IN VEHICULAR AREAS)
NOTE:
CONCRETE FOR SIDEWALKS BE
4000 PSI AND FOR DRIVE YS
5000 PSI. BOTH MIXES T BE TYPE
II, 6% (1.5f) AIR ENT NED.
CURB VARIES
FINISH
6" REVEAL GRADE
1.5% (M AX .)
FINISH 1.0% (MIN.)
PAVEMENT
O \ \\
O
PACTED
B AIDE
8 " COMPACTED GRAVEL
(1Y2' MAX STONE SIZE) Section EXPANSION
JOINT
SEALANT
Notes: .
4.
1. PROVIDE EXPANSION INTS
AT MIN. 30 FT. 0. WITH CONCRETE
SIDEWALK
PRE- FORMED JO FILLER.
Y2 " PREFORMED
2. PROVIDE TOOL CONTROL EXPANSION JOINT
JOINTS AT 6' C. BLDG. FACE,
FIXED OBJECT,
3. PROVIDE OOM FINISH IN OR CONC. SIDEWALK SECTION
DIRECTI PERPENDICULAR TO
CURB.
Expansion Joint De '1
crete Sidewalk 11
T.S. Source: VHB LD_4
�41
��ALTH �F
JOHN P. TY
Lic. 9452
�o 0410112014 �w
A L
(1:
115 South 15th Street, Suite 200
Richmond, Virginia 23219
804.343.7100 • FAX 804.343.1713
REVISIONS:
January 6, 2014
For Plan Review
January 15, 2014
For Bidding
January 27, 2014
For Addendum 1
February 3, 2014
For County Comments
March 4, 2014
For County Comments
April 1, 2014
For County Comments
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DATE:
APRIL 1, 2014
PROJECT NO:
33781
SCALE: N.T.S.
Site Details
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\ \VARIDATA \PROJECTS \33781.00 HBM NORTHSIDE LIBRARY \CAD \LD \PLANSET \POD \33781 POD -DT
EXPANSION JOINT EXPANSION DI-3D° 3E, 3F
JOINT
O GALVANIZED PLATE FOR TYPE B BENT N
2" BACK OF SIDEWALK o . AN ABLE OF 68. 30' AND IS TO BE ANCHORED
WETH % X 4" STUD SHEAR CONNECTORS
BARS C °z WEL ��TO BENT PLATE AT 2 "'C C.
BARS G o w TYPE A NOSE DETAIL. SHALL BE USED WITH CG -3
B 5 G FOR DETAILS OF INLET a m AND CG -7 STO.
FRAME & COVER SEE Y TYPE B NOSE DETAIL SHALL BE USED WITH CG -2
ARS D STANDARD 1C-2. 8.,8 "8' MID 00-6 ST'D.
AIRS H -1 I BARS F -� BARS B N W 1 L2r /2 "X2% "XI/4" T, B
r W11"R w BENT4 PLATE G VANEZ D
= N 41�'r CRACK BAR F B�FACE OF CURB JOINTROL TYPE A TYPE B CK CONTROL JOINT GUTTER I /p" X 4" STUD SHEAR
2--0" 3 -O CONNECTOR WELDED TO
6' MIN. PLAN 8' MIN. ANGLE IRON AT 2' C-C.
t0` MAX. 10' MAX. NOSE DETAILS
L- VARIABLE -MAX. 20'
2'-0"- 8' 2 + -e" 8" 8" 3' O" APPR. PAVEMENT
A WARPED PAVEMENT
JL
�.•� �'.
B S G I - - -- - - - - -- - -- t
- - BAR F BARE 13 iv
3" DIAMETER -10" APPROACH GUTTER 1 0'
WEEP HOLE KEYED CONSTR. JOINT 2 � DETAIL WHEN USED
SEE NOTE 8. BARS WARPED GUTTER
ADJACENT TO CURB
- - m BARS B WITHOUT GUTTER
8 7, KEYED
BARS C &H BARS A
A CONS7.JT. APPROACH GUTTER
FRONT ELEVATION @"RS F AR G BARS D ,Iti
BARS E WARPED GUTTER
(GUTTER REMOVED) a 8+ p_g.+ g'+ uo
BM C
SUBBASE
SECTION B -B 2" aARS HARDWARE CLOTH
DI -30 L DI-3E L DI-3F L z `� WEEP DIAMETER
o STEPS SEE SEE HOE 8.
NOTE 5. I a
_ _ -- PJ
s l I I I
FLOW
=
8„ 5' -0" 8„
FOR USE IN SAGS 6'-4„
BOTH SIDES TO BE
FOR USE ON GRADES
SYMMETRICAL
SECTION A -A
SPECIFICATION STANDARD CURB DROP INLET (WITH UTILITY SPACE) �VC70T
ROAD AND BRIDGE STANDARDS
233 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - 8' REVISION DATE SHEET 1 OF 2
302 VIRGINIA DEPARTMENT OF TRANSPORTATION
104.12
Standard Curb Drop Inlet (VDOT DI -3F)
N.T.S. Source: Virginia Road and Bridge Standards
CAST IRON GRATE
SEE DRAINAGE PLANS
FOR RIM ELEV.
(3) VARI. BLE SUMP DEPTH
ACCORDING TO PLANS
STANDARD CATCH BASIN
CG -6 I CG -6R
<.
4"
6 101CAL DERTH>
SEE PAVEMENT
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END
SLOP - ;
SECTION
SEE DRAINAGE PLANS
CAP
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FOR OUTLET PIPE SIZE,
PRECAST CONCRETE BASIN
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MIN
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Profile
CAST IRON FRAME SYSTEM
N
ANCHOR TO CONCRETE
4' DIA.
HEAVY DUTY GRATE
SURFACE TREATMENT
12"
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Section A -A
PARALLEL TO THE SLOPE OF
DISTANCE VARIES
SEE DRAINAGE PLANS
CATCHBASIN
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7" IS
Notes:
MAINTAINED.
TRENCH DRAIN
T
A
1. TRENCH DRAIN SHALL BE HEAVY DUTY
CB
TYPE DESIGNED FOR HS -20 LOADING.
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0000000
2. CONCRETE SHALL BE 5000 PSI CEMENT
r-
CONCRETE ( TYPE II) 6% (1.5%±) AIR
ENTRAINED.
3. TRENCH DRAIN GRATE SHALL MEET
Plan
AMERICANS WITH DISABILITY ACT (ADA)
DIA.
REGULATIONS.
VARIES
Trench Drain (Truck Dock) 4/11
N.T.S. Source: VHB LD_190 -8
r t
tt NF.IZF312A'i!': #.1 €nfC:.r'[PI;.,�rS 1't9'
Cr
�R t~<OE)OCAGLr'dT `•� 1 m.
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rar �,� srolzi�l rsY r
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BIO- FILTER
104.12
DI -3A, 36, 3C
EXPANSION KEYED
FOR DETAILS OF INLET JOINT CONST. BARS 0 s APPROACH
EXPANSION JOINT 3' -10" FRAME & COVER BACK OF SIDEWALK y JOINT'' GUTTER
BARS G 4„ 4" 2" SEE STANDARD IC 2, i a BAR G \� WARPED
BARS C a: BAR C I I SUBBASE
BARS S a w 2^
AIRS F € I i 0- 0 -_ HARDWPRE
CLOTH
z + BARS -F 1 WEEP HOLE,
SEE NOTE 8
� 3
r> x
_ W
STEPS.'SE
BAR F BAR A NOTE 5
iv II IEIE BARS 0 GUTTER FACE OF CURB
CL RACK. CONTROL JOINT CRACK CONTROL JOINT
s' MIN, PLAN SECTION A -A
MIN.
A 10' MAX, KEYED COIJST• JOINT
L- VARIABLE - MAX. 20' i WARPED
CUTTER
I all 2' 6„ B 8"1 3`0" X 2" APPROACH
I 1 w / BARS A GUTTER
�r y�
7„
BARS G I -D'`.
BARS F �- BARS E Ly B c3
1 *3" DIAMETER -BARS
BARS B
L - WEEP HOLE FRONT ELEVATION BARS F 8" 1' -8" 8"
(GUTTER REMOVED) I'A
5X.1 /4" BENT PLATE SECTION B -B
$" �� III vY \
k
: yq„ R
I „ I ., I „
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CO -7 STANDARDS. a -- �-L2 /p X2 /2 X/q
GALVANIZED
TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS, TYPE A TYPE B %2" X 4" STUD SHEAR CONNECTOR 'WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68 °30' TO ANGLE IRON AT 2'0-C.
CONNECTORS AND IS TO BE ANCHORED WITH '/" X 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT 2'C-C.
T
APPR.PAVEMENT
D€ -3A L 0I -3B L DI -3C L WARPED PAVEMENT
= I I FLOW FLOW I FLOW 1'-0„
I I i DETAIL WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
FOR USE IN SAGS WITHOUT GUTTER
BOTH SIDES TO BE SYMMETRICAL
waoT STANDARD CURB DROP INLET SPECIFICATION
ROAD AND BRIDGE STANDARDS
REFERENCE
SHEET 1 OF 2 REVISION DATE 12" 30" PIPE. MAXIMUM DEPTH (H) • 8' 233
06 /10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
104.09
Standard Curb Drop Inlet (VDOT DI -3B & DI -3C)
N.T.S. Source: Virginia Road and Bridge Standards 104.09
Notes•
24'" DIAL 1. ALL SECTIONS SHALL. BE DESIGNED
ACCESS FOR HS -20 LOADING. DIAMETER OF
= z STRUCTURES SHALL BE COORDINATED
N 00 WITH PIPE CONFIGURATIONS.
r,
48" DIA. (MIN.) i I 2. COPOLYMER MANHOLE STEPS SHALL BE
INSTALLED AT 12 " O.C. FOR THE FULL
Alternate Top Slab DEPTH OF THE STRUCTURE.
3. PROVIDE OPENINGS FOR PIPES WITH 2°
MAX. CLEARANCE TO OUTSIDE OF PIPE.
FINISH MORTAR ALL PIPE CONNECTIONS.
GRADE 8" 24" DIAL 8"
r ACCESS � 4, JOINT SEALANT BETWEEN PRECAST
SECTIONS SHALL BE PREFORMED
SEE NOTE 5. BUTYL RUBBER.
5. DRAIN MANHOLE FRAME AND COVER
SHALL BE SET IN FULL MORTAR BED.
z � ° ` ADJUST TO GRADE WITH CLAY BRICK
00 zQ AND MORTAR (2 BRICK COURSES
~w wJ TYPICALLY, 5 BRICK COURSES
w� �N STEPS, SEE MAXIMUM)
wz wo NOTE 2.
a....................... ............................... .............................fie :. SEE NOTE 4.
co, •° SHELF TO BE CONCRETE FORMED
Ujo W 48" DIA. MIN. AT A SLOPE OF 1" PER FOOT.
it w V)
N ¢ °
............................................ ............................... OUTLET
DIA.
z
4
02 VARIES
JN - - -- DIA.
o �l ,r! VARIES
OL- - - --
�¢ 12'" `.
0° TYP.
( )
SEE NOTE 3.
12 ",
CEMENT CONCRETE INVERT
COMPACTED GRAVEL
COMPACTED SUBGRADE
Drain Manhole (DMH) 4/11
N.T.S. Source: VHB LD_115
OU rLET
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PRIG L 5 €LT r 5 2} t "aRAi 91 J`
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SILT TRAP RETROFIT TO BIO- FILTER
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Notes:
DI -2A, 213, 2C EXISTING OR PROPOSED I "X2'/, „ 1
SIDEWALK. SEE NOTE 15 GALV. L2 /,g X /,�' raw-E
EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT 8'-8" LO
I
" 8 +, GALV. �ICBX12
r-yp BARS A -1 a �C BARS A
I 5" S a 10,10-0 1 D_ D
BARS B
° r a 10" C-C J�OLTTE
R) ' `a TYPICAL
OO FACE OF CURB I m 4 B° C C
N N FLOW „
BARS A I E
CRACK CONTROL JOINT & 10 A Ly.
2'-0" 811 2, -2„ 8„
G SECTION B -B COLLAR
W MIN. 3'-6" W MIN.
IO' MAX. PLAN VIEW 10' MAX. 1'-4" '+ 2'-0"
�A BARS A -1 L 2�2' "X212 "XI /4" N
L- VARIABLE-MAX.20, I GAIV. SLOPE OF
2' -O" 8" 2' -2" 8" 3, -0" APPROACH
BAR$ F cv 70 .. (( SURFACE GALV. �iC6X12
P �i
En CA
GALVANIZED MC 6 X 12 € ° Q °' "J +WARPED SECTION D -D
L _ > - BARS E SURFACE
- - - - r a 6" C-C BEFORE P -9"
I 2"
3" DIAMETER 9 I 9 BARS E & 6 -i 8" B° MC6X12 WELD ALL
WEEP HOLE
SEE NOTE 8 %2" X 4 °'
STUD SHEAR
SECTION C-C CONNECTOR
�DECR €ASE T4 i" TO COLLAR.
FRONT ELEVATION WHEN INLET IS USED SECTION E -E
1- A 1- WITH MEDIANS.
WARPED GUTTER
L
BARS A-1 APPROACH GUTTER
7"
1"
I I € € -j � I 512
I x 1- l I
- 1
€ I € t N WEEPHOLE I/ „ L 2� X2Y2"X1/4"
I I € i FLOW N o BARS A -t r SEE NOTE 8 BENT i�1.ATES uy GA3 ANIZtU
_I W
_ I € a z r BAR$ - I a BARS A 0" C-C D - ` SURFA E
FOR USE ON GRADES ,-., 0" C C a I �I� 1 'X4" SUp N
L x BARS C d /, "IEAR COf}N. .
BARS F Ia e" C-C 8 ELDED 7 ANGL
DI-2C I 0 a 2' C -C
TYPE A SSURRFACE TYPE B
NOSE DETAILS
"LOW € I FLOW SEEPNOTE 5
-.� TYPE A NOSE. DETAIL SHALL BE USED WITH CG -7 STANDARD,
TYPE B NOSE DETAIL SHALL BE USED WITH CG -6 STANDARD.
_ OF68° 30' AND ASETO BE ANCHORED IiEtff ION STUD GLE
FOR USE EN SAGS SECTION A -A SHEAR CONNECTORS WELDED TO BENT PLA AT 2' C-C.
BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST-1.
`V00 -r SPECIFICATION
ROAD AND BRIDGE STANDARDS
STANDARD CURB DROP INLET REFERENCE
SHEET 1 OF 2 REVISION DATE 121, - 241t PIPE: MAXIMUM DEPTH (H) - 9' 233
104.03
VIRGINIA DEPARTMENT OF TRANSPORTATION
302
Standard Curb Drop Inlet (VDOT DI -2B)
N.T.S.
_
J Jam.',..:
ti' �O
�T All,
Y4" LIP MAX.
SEE NOTE 9.
1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.).
2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5 %.
3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5 %.
4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN
ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).
5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.
6 RAM P ,ADJACENT CURB, AND P AV E ME NT S SHALL BE GRADED TO PREVENT PONDING.
7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION.
8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5"
PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS
INDICATED ON THE DRAWINGS TO BE SET FLUSH.
Accessible Curb Ramp (ACR) Type 'D' 11/10
N.T.S. Source: VHB LD_503
CONCRETE
BUMPER
24" MIN. BIORETENTION
SOIL MIXTURE
3 " COMPOSTED, DOUBLE
SHREDDED HARDWOOD MULCH
GRASS FILTE STRIP
(4' MIN., 20/ RECOMMENDED)
DED)
FLOW I
(3) VARI. BLE SUMP DEPTH
ACCORDING TO PLANS
LD -509
CG -6 I CG -6R
<.
4"
6 101CAL DERTH>
SEE PAVEMENT
t
y
pE
SLOP - ;
SECTION
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
- • _.
-
\ \ \ \\ \ \ \ \ \ \ \ \\
, �' J.;_
-
'mss. . -
n �, �_ :_\ _ ,• ; I
''�
1_, � r-i;. trT
, ., i i '0-•'
�'-'•, ,t' ,. ,._
MIN
AND GUTTER
1Yz " CRUSHED STONE
DOUBLE WASHED
4 " PVC 'PERFORATED
UNDERDRAIN
CONNECT TO DRAIN SYSTEM
Notes:
1. PLANTED SWALE WIDTH AND PLANTINGS
PER LANDSCAPE PLAN.
1. SIDE SLOPES SHALL BE 3:1 MAX. 2% MIN.
6" LOAM
AND SEED
UNCOMPACTED
SUBGRADE
FILTER FABRIC MIRAFI 140N
Planted Biofiltration Swale with Subdrain 6/08
Source: VDOT Road and Bridge Standards
v 1
I �
��r/
'�.
i
104.03
I
1.5% (MAX.)
1.0% (MIN.)
4' (MIN.)
4 MIN.
X
¢�
� RAMP
b\
4' '(MIN.'),
Notes:
TE
'N'
Y4" LIP MAX.
NYLOPLAST DRAIN BASIN WITH DOME GRATE
(1,2) INTEGRATED DUCTILE IRON
GRATE TO MATCH BASIN U.D.
MINIMUM PIPE BURIAL
DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE
MANUFACTURER / 0° - 360` ACCORDING TO PLANS
(3) VARIABLE INVERT HEIGHTS RECOMMENDATION
AVAILABLE (ACCORDING TO (MIN. MANUFACTURING
PtANSITAKE OFF) REQ. SAME AS MIN. SUMP) j
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4° - 30" FOR CORRUGATED HDPE
(ADS N- 121HANCOR DUAL WALL, ADS HANCOR
SINGLE WALL), N -12 HP, PVC SEWER (EX: SDR 35),
PVC DVVV (EX: SCH 40), PVC C900iC905,
CORRUGATED & RIBBED PVC
WATERTIGHT JOINT J
(CORRUGATED HDPE SHOWN)
ED
1 - W - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536
GRADE 70- 59.05.
2 - F& 10" DONIE GRATES FIT ONTO THE DRAIN BASINS W€TH. THE USE
OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045,
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
DETAILS. RISERS ARE NEEDED FOR BASINS OVER 844 DUE TO SNIPPING
RESTRICTIONS. SEE DRAWING NO. 7001- 110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHAD_ CONFORIJ TO
ASTPA D3212 FOR CORRUGATED HDPE (ADS [*IDHANCOR DUAL'NALL),
N -12 HP, & PVC SE'iJER {4" - 241).
5 - .ADAPTERS CAN BE MOUNTED ON ANY ANGLE O' TO 360'. TO DETERMINE
A11NIP,IUM ANGLE BETJJEEN ADAPTERS SEE DRAVANG NO,1001- 110-912.
6 - 8' -30' DOME GRATES HAVE NO LOAD RAT NO.
1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.).
2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5 %.
3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5 %.
4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN
ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).
5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE,
6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.
7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION.
8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5'
PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
9. ELIMINATE CURBING AT RAMP (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH)
WHERE IT ABUTS ROADWAY.
Accessible Curb Ramp (ACR) Type 'E' 11/10
N.T.S. Source: VHB LD -504
<
�O
o
O
Y4" LIP MAX.
SEE NOTE 9.
Notes:
1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.).
2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5 %.
3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5 %.
4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN
ACCESSIBLE ROUTE I.E. HYDRANTS UTILITY POLES TREE WELLS SIGNS ETC.).
5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.
6. RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.
7 . T Y PICAL S I DEW ALK SECTION FOR RAMP SECTION CONSTRUCTION.
8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5'
PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
9. ELIMINATE CURBING (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH) WHERE IT
ABUTS ROADWAY.
Accessible Curb Ramp (ACR) Type 'M' 11/10
Nyoplast Drain Basin with Dome Grate
N.T.S. Source: Nyoplast Structures and Accessories: Drain Basin 7001- 110 -397
NOTE 9.
LIP MAX.
Notes:
1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB R RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.).
2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5 %.
3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.57..
4. A MINIMUM OF 3 FEET CLEAR SHALL BE E
MAINTAIN D AT ANY PERMANENT OBSTACLE IN
ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).
5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE,
6. RAMP CURB AND ADJACENT VE T E
PA MEN S SHALL B GRADED TO PREVENT PONDING.
7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION.
8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5'
PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS
INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.
Accessible Curb Ramp (ACR) Type 'J' 11/10
N.T.S.
(3) VARI. BLE SUMP DEPTH
ACCORDING TO PLANS
LD -509
CG -6 I CG -6R
(6" MIN. ON 8- - 24'; 10" MIN. ON 39'
4" MIN ON 6" • 24" BASED ON MANUFACTURING REQ.)
4"
5" MIN ON 30"
t
y
2" R
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
F GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
CG -6R
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY 14 ACCORDANCE WITH ASTM D2321.
Nyoplast Drain Basin with Dome Grate
N.T.S. Source: Nyoplast Structures and Accessories: Drain Basin 7001- 110 -397
NOTE 9.
LIP MAX.
Notes:
1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB R RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.).
2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5 %.
3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.57..
4. A MINIMUM OF 3 FEET CLEAR SHALL BE E
MAINTAIN D AT ANY PERMANENT OBSTACLE IN
ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).
5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE,
6. RAMP CURB AND ADJACENT VE T E
PA MEN S SHALL B GRADED TO PREVENT PONDING.
7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION.
8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5'
PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS
INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.
Accessible Curb Ramp (ACR) Type 'J' 11/10
N.T.S.
Source: VHB
LD -509
CG -6 I CG -6R
4"
2" R
CG -6R
am ..
REVERSE CURB
AND GUTTER
o.. ,...
d
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0-4.
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a
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I�
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v
.d°
d
6"
2' -0"
6" AGGREGATE
THE BOTTOM OF THE CURB AND
BASE (TYP.)
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7" IS
MAINTAINED.
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. FOR USE WITH STABILIZED OPEN- GRADED DRAINAGE LAYER, THE
BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED
PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE
DEPTH OF THE PAVEMENT.
4. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS
ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN &
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED
STANDARD CG -7 IS REQUIRED.
5. MONOLITHIC CONCRETE CURB AND SIDEWALK TO BE USED WHERE
SIDEWALK ABUTS ADJACENT TO CURB.
* STANDARD VDOT CG -6 WITH REVERSE GUTTER.
Combination 611 Curb & Gutter 6/08
N.T.S. Source: N.T.S. Source: N.T.S. Source: VHB LD_355 N.T.S. Source: VHB LD_512 N.T.S. Source: VDOT REV 20103M
T
,NLTH of
JOHN P. RTY
,d Lic. 9452
�0
04/01/2014
AL
115 South 15th Street, Suite 200
Richmond, Virginia 23219
804.343.7100 • FAX 804.343.1713
REVISIONS:
January 6, 2014
For Plan Review
January 15, 2014
For Bidding
January 27, 2014
For Addendum 1
February 3, 2014
For County Comments
March 4, 2014
For County Comments
April 1, 2014
For County Comments
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DATE:
APRIL 1, 2014
PROJECT NO:
33781
SCALE: N.T.S.
Site Details
C8002
F l'
33781 POD- DT.DWG
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Landscape Calculations
Landscape Canopy Calculations
Existing Canopy to Be Retained -
Project Area 3.1140 ac
Total Canopy Coverage Required (10% Area) 0.31 ac
Canopy Coverage Proposed: 0.56 ac
Additional Reauirements
5% of Parking Area:
Paved Parking and Vehicular Circulation Areas: 63,896 sf
Required Landscape (5%): 3,195 sf
Proposed Landscape: 9,027 sf
Parking Lot Trees:
Total Spaces = 82
Required = 8
Provided = 26 ( within parking lot islands)
ARB:
Frontage = 190'
Required Trees = 5 (190/40)
Provided Trees = 5 + additional plants and site elements
Notes:
1) "All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height;
the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the
overall health of the plant."
2) "Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated"
3) "Trees are not permitted in the ACSA easement"
�TION
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Landscape Architect
# V, a. t o I„ s t Ir e e t.. .. -.
REVISIONS:
Dec 18, 2013
COUNTY
COMMENTS
Jan 15, 2014
BIDDING
Feb 3, 2014
COUNTY
COMMENTS
March 4, 2014
COUNTY
COMMENTS
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DATE:
11/18/13
PROJECT NO:
13016
SCALE: 1"=20'
LANDSCAPE
PLAN
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GENERAL PLANT SCHEDULE
AND CANOPY VALUES
SYMBOL
1
COMMONNAME
SF/PLANT
• 1
TAE
Acer rubrum Red Sunset '
Red Maple p
14
2.5 cal
452
6328
Betula 'Heritage'
nigra
River Birch
5
10' ht
397
1985
Car inus caroliniana
P
American Hornbeam
12
2" cal
129
1548
OCornus
florida 'Appalachian Spring"
Dogwood
5
3.5" cal
124
620
"Columbia"
Platanus x acerifolia
London Planetree
21
2.5" cal
368
7728
IRII�iI
..... .:
.:. : .......................
..i
Buxus'Green Velvet'
Green Velvet Boxwood
46
2 1/2' ht
0
0
Cornus sericea 'Cardinal'
Red Twig Dogwood
41
30" ht
72
2952
Itea virginica'Henry's Garnet'
Sweetspire
36
1 -1 1/2' ht
64
2304
Thuja occidentalis
Eastern Arborvitae
63
4 -5 ht
10
630
Viburnum dentatum'Blue Muffin'
Arrowwood Viburnum
22
1 -1 1/2' ht
31
682
Required
Canopy (sq
ft)
13564
Proposed
Canopy(sq
ft)
24,777
�TION
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Landscape Architect
# V, a. t o I„ s t Ir e e t.. .. -.
REVISIONS:
Dec 18, 2013
COUNTY
COMMENTS
Jan 15, 2014
BIDDING
Feb 3, 2014
COUNTY
COMMENTS
March 4, 2014
COUNTY
COMMENTS
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DATE:
11/18/13
PROJECT NO:
13016
SCALE: 1"=20'
LANDSCAPE
PLAN
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TYPE
QUANTITY
MOUNTING
MANUFACTURER
CATALOG NUMBER
LAMPS
INPUT WATTS
LED LUMENS
FINISH
TILT
REMARKS
188
7,996
A
6
18'POLE
GARDCO
GL18 BLC 200LA CW UNIV--
-20OW LED
BRONZE PAINT (BRP)
0
FULL CUT OFF. DARK BRONZE FINISH.
POLE: SSS 18 4 11 1
ARRAY
B
18'POLE
GARDCO
GL18 2 3 2001a CW UNIV--
-20OW LED
190
13042
BRONZE PAINT (BRP)
0
FULL CUT OFF. DARK BRONZE FINISH.
3
POLE: SSS 18 4 11 1 --
ARRAY
C
3
18'POLE
GARDCO
GL1 8 1 4 200LA CW LIN IV--
-20OW LED
190
12942
BRONZE PAINT (BRP)
0
FULL CUT OFF. DARK BRONZE FINISH.
POLE: SSS 18 4 11 1
ARRAY
D
18
SEE DETAIL
HESS
CN 900-360 CFL
LED
18
505
SILVER GREY (SG)
0
4000k
E
4
SEE DETAIL
HESS
RVG 220
LED
39
859
STAINLESS STEEL
0
4000k, 38' beam, uplight
Notes:
A. PROVIDE 24" CONCRETE POLE BASE FOR GARDCO FIXTURES AS SHOWN ON DETAIL ON DRAWINGS. PROVIDE FULL BASE COVER TO MATCH POLE AND TEXTURE FINISH B. FIXTURE AND POLE FINISH SHALL BE
SELECTED BY ARCHITECT FROM LIST OF MANUFACTURER STANDARDS.
B. FIXTURE AND POLE FINISH SHALL BE SELECTED BY ARCHITECT FROM LIST OF MANUFACTURER STANDARDS
C. PER ALBERMARLE COUNTY LIGHTING ORDINANCE, EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE
ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS
AND PROPOERTY IN RESIDENTIAL OR RURAL ZONING DISRICTS SHALL NOT EXCEED ONE-HALF FOOT-CANDLE
D. CALCULATIONS REFLE3CT LIGHT LOSS (MAINTENANCE) FACTOR OF 1.0 FOR ALL FIXTURES
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RIVIF ENGINEERING, INC.
134 1 OTH STREET, NW SUITE D
CHARLOTTESVILLE, VA 22901
PIP
waterstreet
REVISIONS:
Dec 18, 2013
COUNTY
COMMENTS
Jan 15, 2014
BIDDING
Feb 3, 2014
COUNTY
COMMENTS
March 4, 2014
COUNTY
COMMENTS
>OEM V_
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DATE:
11/18/13
PROJECT NO:
13016
SCALE:
1 11=20'
LIGHTING PLAN
(1)
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Notes:
��. Gullwing LED
Page 1 of GL1 Area Luminaires
Philips a deo GUllwi LED luminaires >combine LED erforrnance excellence and dvanced Gardco LED thermal �'° _
Mips G_r__ ng P.. __ a _ _ 1-.
with the distinct Gullwing. s" I to r v e ou d o area li htin that is both e ie
many ement teshnala w ) n e o 1d. c 4 r g. g n gY - :. .a ma �rwnm ., 1. g $Y g ty p - - - -- 1Qr�
.. ; :.
efficient and,aestheditall pleasing- The. Philips Gardco GUlhvrn LED is defned by its high performance, sleek raffle 7
1. X P % g P �;
_ ,
6 -.. -
:_..S e U d - -tS.0 :__.t '6. O
eon a to T i n Pn a o Irestl le wal )
d c I h housing i ie e.dfe astalu In io n m .un a .. o.a o ...r without an rugged ed sir. n. e e s o p c ., . c y P I I.
gg _ _ _ ..
P '. '. -. :r - -.'
v l d:
tile e- f e atesu ar - rn-, he advanced LED optical systems ro toe LEST _s l Eil JY an W dtstr b tons:. rr .
I. e need o a s par pp t.a t T P Y P YP t u t Q ;o: pc�-a .a� i
0
s ate o the art: integral thermal control .system to maximise LED performance and life and o o 0
The luminaire feature a se f) ra n o p t a
g.
Y P I
G a.
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D ed r
t extend som orient life. ;911 :LED wattages. utilize Ill h performance Class 1 LED s stemsTh door frame is:siri le -:
o
F
g g P X g
piece ore .cast aluminum . Luminaires are
Pfitis)pd with afade and abrasion on re i
to r
IC powdercoat. Gullwi n L D: ;
, L G
i
I I lumina! r es provide full cutoff performance. Existing Phll l P s G atilt o Gu II win g Hl D lumi i es are;su'tabl e f ]o n o Uo7
or field b o
retrofit with: the Gullwing LED retrofit Art,
,
i
d
OPTICAL
. I
'
FINISH
I4
OPTIONS
i PREFIX
MOUNTING L ED WATTAGE LED SELECTION VOLTAGE S 1
1. I .
I
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I
ab de. Nate: Philips Ga, A rNs r es e r h_ . re us- a ca i r t on :AlQt ail ce bi`ri t S d• on? ura a E 1.11 Enter the aide. _ode i »to'ihe a m riate bas a n e v the a rn u an an c ns a i
f
'
, ,
m)d . Re r er to , t below fr exclusions a r fl ite[/ Qn s. For questions r � er P lea e consult the acor y
I
I
PREFIX
DIM
TYPE
MOUNTING
Complete L urrfinairves Sea a 3 r a e 4 r details oil iurniiraire cant uration^.
-fa _ (_ page a td p g fo ..... f$ >_.. a.1
1
Sin le Poe Mo r
g 1 u. t
G L 18
1$ „ Gullwing LE D L u mI n I r� - 0o . s . t an t W a tta' e
2
Twin Pole Mount :at1,80°
GLI8 -DCG
18" Gullwin LEDjr ith Dual Circuit Control
2 90
Twin Pole Mountat 90'
GLIB -DIM
18" Gullwing LED with G-10V'Dimming
3
a
3-way Pole Mount at 90°
Y ;
(5518 -MRSO'
.
18` Guliwjng LED:with Motion 'Rasponse- 505 Low
3,@120
3-way Pole Mount at 120 '
2 -90
2 =270
4
4-way, Pole Mount
GL18 APO z
18'° Gullwing LED w..ithAvtnmatic profile Dimming
W
Wall Mount, Recessed ]-Box
GL18- APD -MRCtr
18" Gullwing LED : ;APD with Motion Response Override
WS
Wall Mount, Surface Conduit
Retrajit Kit:
(see page 4 far debt is oti ret,olitkit confgurtitlrons•)'
Backlight: Control
BL.0
GL18 -Rif:,
18" Gullwing LED Retrofit Kit'- ConstantWattage<
4 -640 s 1
(r
1 30LA
L Mstt an Response luminaires require one rn tior sensor per, pale, ar4area separately:
Sae Accessorfet an page 2. Motion Response luminaires available, 120Y or 277V on1r.
2- Available 126V £h{ougl 277V only.
0 �l
3 urn; iaire'door r mP - a d o r assert i bP f 4rL »d e s an aril w, is t 8 ! s_ s 1. !e is. :
Specify CLR option for clear glass tens. See Options Ell page.2
4: Sea pages 6 and 7 for information on optical rtaticri prior to ordering.:
5, fegtures unitized "errs,
4.611 a s Bar ker oa d S a n Ma rc sTX786 6
(800)217.758 51.2 753 -1000 FAX: 512 753-7855 site le htin :corn
_ ( } ( }
G 2Q12 Koninklilke Philips Electronics N.V. All Rights Reserved:
... e _F . ,....r, 1.
r . s r ` , I is t I .. dl t e deli q of .. rod1. Gwishn t: 1. 1. Phrli s at ko reserves her )t to cl n e ma ,r a nt m, h c u
p 8 S ..., modify 8r P
not fication a: pert of ttTe : company's continuing product improvement program,.
(32.00 01611 Q,n
GROUT
FIN RUB TO 6"
BELOW GRADE
r,
1 CHAMFER -
FIN GRADE
ANCHOR BOLTS, TYP
NOTE 2
POLE (STYLE MAY VARY)
HANDHOLE
BUSH CONDUITS
LEVELING NUTS
(3#3 TIES @ 1 -1i(T OB
TOP OF CONCRETE BASE
IV
TYPES A, B, C
NO SCALE
NOTES (BASE DETAIL):
1. STUB OUT CONDUIT V -0" BEYOND BASE FOR LAST LIGHTING FIXTURE
IN RUN AND CAP FOR FUTURE EXTENSION OF CIRCUIT.
2. 1" BND HOMERUN OR TO ADJACENT FIXTURE.
POLE BASE DIMENSIONS
DIM
TYPE
Optic
Optic
Optic O
Standard
notated
Rotated.
_
T Yl? e :
Optic
_.
q.
Left'
'
Right'
TYPE 2 ..
vv_
Position
.. TYPO
T9tE'B 5
:::.>
BLC [ <
Single LED Arra s
g _X.
( ° }
90 :
'
( 270 )
Type 1.1
2
2 -90
2 =270
Type III
3'
3 -90.
3 -270
Type IV
4
4 190
4 -270
Type,/
5s'
530
CW
Backlight: Control
BL.0
9LC -90:
BLC;270
3 urn; iaire'door r mP - a d o r assert i bP f 4rL »d e s an aril w, is t 8 ! s_ s 1. !e is. :
Specify CLR option for clear glass tens. See Options Ell page.2
4: Sea pages 6 and 7 for information on optical rtaticri prior to ordering.:
5, fegtures unitized "errs,
4.611 a s Bar ker oa d S a n Ma rc sTX786 6
(800)217.758 51.2 753 -1000 FAX: 512 753-7855 site le htin :corn
_ ( } ( }
G 2Q12 Koninklilke Philips Electronics N.V. All Rights Reserved:
... e _F . ,....r, 1.
r . s r ` , I is t I .. dl t e deli q of .. rod1. Gwishn t: 1. 1. Phrli s at ko reserves her )t to cl n e ma ,r a nt m, h c u
p 8 S ..., modify 8r P
not fication a: pert of ttTe : company's continuing product improvement program,.
(32.00 01611 Q,n
GROUT
FIN RUB TO 6"
BELOW GRADE
r,
1 CHAMFER -
FIN GRADE
ANCHOR BOLTS, TYP
NOTE 2
POLE (STYLE MAY VARY)
HANDHOLE
BUSH CONDUITS
LEVELING NUTS
(3#3 TIES @ 1 -1i(T OB
TOP OF CONCRETE BASE
IV
TYPES A, B, C
NO SCALE
NOTES (BASE DETAIL):
1. STUB OUT CONDUIT V -0" BEYOND BASE FOR LAST LIGHTING FIXTURE
IN RUN AND CAP FOR FUTURE EXTENSION OF CIRCUIT.
2. 1" BND HOMERUN OR TO ADJACENT FIXTURE.
POLE BASE DIMENSIONS
DIM
TYPE
„X„
"Y"
1211
A, B, C
2' -0"
6 -0"
2' -0"
z b
System 7Vacts
I'll
rrtA }
Selection
I
TYPE 2 ..
vv_
TYIsE'3 _..
.. TYPO
T9tE'B 5
:::.>
BLC [ <
Single LED Arra s
g _X.
NP Natural Aluminum Paint
Nia,s
Internal Houseside Shie.IA
l:: i
' :.
: 1111i
a
. Gullwing. LED
Page 2 of a _ GL1 8 Ares Luminaires
�
Ordarirrg
Avera es .....
8 :;
LEt; Current.
LED
��������������'ll,�.�.�l''.�����
;:: 11
I-,
1 umlttaJxt
..., �$„
Init a1AlZSralu #e Lumens _:::,:.. ...... :'
i': ?
Ctici�
z b
System 7Vacts
I'll
rrtA }
Selection
I
TYPE 2 ..
vv_
TYIsE'3 _..
.. TYPO
T9tE'B 5
:::.>
BLC [ <
Single LED Arra s
g _X.
NP Natural Aluminum Paint
Nia,s
Internal Houseside Shie.IA
The luminaire will dim to 50% power, SO %:light output, per the dimming
OC Optional Color Paint:
l
65LA:
65 '
350
CVV
5,211
11
4,988;(s)
4,9,#6:
6:025!
3;433 (s ) :
451 A
95
530
CW
7 4 3.
70 25
6 973
8' 258
4 -640 s 1
(r
1 30LA
130
70 0
CW
88 68
8 65 8
847 8
0' 3
1 22
5614 s
, ()
Motion response requires that the pole include ar additional hand hole 15 feet
E7ual LE17
Arra s
; a 2:4" of to
Q . a _ 8" : p „
15. R.q ;'re 2 3/ Ci , x 4 tenon r a round pole p Q.D.
Philips Gardco poles, >order the pole with the Motion Sensor Mounting (MSM)i
I'll
P s
S. TF Square Pole To Fitter
q P
Specify rinilmg (1,2 1(ry90, 3 ar 4 arly.)
. _.
by its high performance, sleek profile and rugged construction.The hous"iiig is
.
25LA
? 2$ ;
3 50
CW!
9 453 >
9 ...
9 3 0
6
24
11 1
5 94 7 s
( }
200tH
200 !
530
t W
13 432
13 042
12 442
15:271
7 996 (s) :
2 .
2 5 ._
11
700.
,,I
.a
t- . :.
.. N .....:
::::: ::..
.. ., 0:9. >.
r� : : : : : :..
15 740
5529
L$ . 4
c::
1. 36
, ... 's " is i ::: :
+ - 1 -
a I C' E D r C! r r volt E I at ar and o le n r nr Wattage :'S 0 i .r 12,0V 'Y h' " 7 input,
6. WQftQge Ri y vary by / 1�+c due a Lt matt fa it re forwa d a t sp a fia I ! n !rib R, et pea [@ , shown wR 5 overage far ,brQUg 2 7Y
PRE:DfICTEiG1
t *-
c.ualwat£a. rn vary :an addionat ! 10 % :dire to aeiuutir, input voltage.
A 6e aY Y by p g
consume 0.0 watts in the off state.
Ambi- -Wtjes» per tune .. .i
7. Yabe4 shown ate for luminaires without the HS or:15 shield ept an Tests ire in process (or mtlny NW and,all WW, as :Nell as lurafrrAires with :fie HS all F lS options.
FINISH: EaeR standard color luminaire: receives a €ode ands abeasion resistant
>„
s ( :,. , I
Y t y
8. Lr.men raru_s based on tests:perlcrmedlttr, cwpptian e with IESNALM -79. ,s} followrng..pl e indicates that the nice ,s scaled pct testson o s,m,lq,;out r7ot iae,ipca.
..
3.50mA. 430,000
krminaire C hrf iaton. Contact Gardco ,opplicadons�ph,lips.corriait airy oppraxirnot$ estitriates are iP,4
,red fat design purposes,
1
LEIS SELECTION. VOLTAGE
CW Cool White - :6000'K - 75 CRI UNIV 120Y through 277Y, 50hz or 60hz
NVV Neutral White - 4000 °I£ - 70 CRI. e : 11 11. 347W through 480Y, 501. . 6. (HighVoitag_ Univers.1.)
FINISH
OPTIONS (options are not available In GL18 -RK retrofit kits, except as specifically noted below, See Note L61
BRP Bronze Paint
LF's
In- Lfnelln -Pole Fusing
SPRKII Sure Protection for 120V through 277V Input
Surge
BLP 81acIc,.Pain4
P.Cv�t;ri;
Photocontrol and Receptacle
meetingANSI 062.41:2
l
PCR10
Phatocontrol Receptacle only
SPRI Cbt r Surge Protection for 347v through 480b` Input
WP White Paint
HS'6
External Houseside. Shield
meetingAN51 062.41.2
NP Natural Aluminum Paint
Nia,s
Internal Houseside Shie.IA
The luminaire will dim to 50% power, SO %:light output, per the dimming
OC Optional Color Paint:
l
RPA110
3" Round Pole Adapter
a
i 's T at 0 i i returns 1 7o v :n
the lump ah e t operate g ,. 5 f, the [umma re etur s to OG power and
Specify..Optionalcoloror
RPA2rr
4 "ands "'Round Pole Adapter_
0_Notovai.lobleabove.21N.. Prov,'desperdc:inputvoltage,
RAL_ez: OG LGP -or UC Rt1L7024,
..
MP
l lastArktt Fitter
;,
t 0. Reriu,re4 for 3 O R,raund r tcpered rqur.d poles where top Q,D, s less than 4.
_
•.
$.G Special Paint
P
T 1 tr
R
Sing! e Trans[ on
$ 1
„.,
11. Required or 4 . 3. O.D. r nil rotes
Re 1_ _, f __ O nza_- f - _.
,�
_ ,
S cr : Must supply talorcat .
P fY $ uApY F
TR2 ii
. `
Twin Transition
r _
,:
12. ,Mounts to .. ., :O.D. mast: arrn :.
13.hbuntsto � r
2 -31d TopTenarraper- Ifyagtxurd pate vntf
that the upper housing may have faded to a point where there is a: noticeable
PTF2t4
Pole Top l=itter < 1:318" - 3 " :Dia.Tenon
.
a 4,50" O.D. for a:'srrooth transltor,:
door frame,
a,t
'tF3
e ....
Pole Top Fitter -3." 3 1X2 DIa.Tenon
_ -,
14•P,atara,fobie,n 12R rnounU[7gcan(lg.(r2G.Ons,
..
Motion response requires that the pole include ar additional hand hole 15 feet
PTF4'4
...
Pole Top Fitter - 3 1(2 - $ Dta,Tenon
; a 2:4" of to
Q . a _ 8" : p „
15. R.q ;'re 2 3/ Ci , x 4 tenon r a round pole p Q.D.
Philips Gardco poles, >order the pole with the Motion Sensor Mounting (MSM)i
I'll
P s
S. TF Square Pole To Fitter
q P
Specify rinilmg (1,2 1(ry90, 3 ar 4 arly.)
. _.
by its high performance, sleek profile and rugged construction.The hous"iiig is
.
: -.. ....
ote- ece e cast alum ntrr a d rr nts_d ectl o a° ole or wall without
1 pi_._.. , di......_ _ _3 _ _n .n_ _..ou ...lr..... / t ..,p .....'l
WAvauab le with GOBS RK retrort;tats as well as'atherzan uratimrs:
f f tit _ 1
r
the need of a separa.e srpport aim, Gullwing LED luminaires combine
DL'S
Diffusing„ Lens (reduces perfortriance signijcontry)
:.
17, CL18 -DCG re Wires l surge, rote4tir per cr C.0;
q $e p p
management technology with the distinct Gullwing style to provide outdoor
CLRt6
Clear Glass Lens (reduces pe f nrrnonc,)
t8.Ava,lut ie in 608 Constant Wattage only.
for prdViding suitable mounting aceornmodations for the motion sensor
e
systems.
HOUSING,' A.one -piece d!e cast aluminum hooting mounts directly
f9,Availabtp with Type 2, Type 3 or7yp1 4 distributioirs orlyi
ACCESSORIES (Ordered sebaratef
MS -P TIDY or. 2. 7..
7 V lnput., Pedestrian Motion Sensor flit` GL18 -MR (Motion Response) or 1. GL18- APD -MRQ (Automatic Profile Dimming with Motion Response Override)
MS- A -120V 120V lnput -Area Motion Sensor for G_18-MR (Motion Response) or GL18 -APD -MRCS (Automatic Profile :.Dimming with Motion Response Override)
MS-A477V 277V Input -[Area Motion Sensor for GL18 -MR (MQtton Response) or GL18- APD -MRO (Autornat!c Profile D!mrning viith Motlon Response:,Qverride);
Macon {ensors are ardemd separvtniy, wtr.cne (1 },itfction sensor;regair.1 per 'pole foeatten for GL1$-MR or Gl tJ 1PD , , .. f., .. iiey. See Luniigare Canfg rat or, ln(orrnaGOn an: pages 4 -S fqr 1. more deta,)s, Pedeslttan sensor Gior is white, Area uioj5oo ssmor'color isAracWh,te,
1.611 Clovis Bar k et Road, Sao M r c , X 78.6 64,
2 -0 512 753-1000 F ` : 512 753- 7855 siteli' htln .cam
(8ET0} 27 75F3 { ) A)C (. } K g
r' ikli Ph" Electronics il r tsReserved: PHILIPS
J 2012: hat a Ike rbpa N.V. Y Rights
r_ r
i 1 .to I T.t rtil :o Tn tf Ire design o is roductwit ou.
Philips Gardco reserves the r t )ar e n 3 e,, .r n. d t 1. f r h.
P
g g y _... __ ._p....
s t cn ai ' rt of the Corti an 's nntf !tin ndnct i rovernent rc n : 1. ntif i s. n r. m m.
n a Pa R Y $P P P 8 01 GARDCO
(5200-0,1611012 0-01 011 01 2 1.
wo
%..
'Wn" L-00
Gull... i LE,
Page s Of
1 G uminaire
L1 L
Area
LU IN AIR E`C CNF I UR T O N INFORMATION. (C}NT UED FROM PAGE 4
GL18 -Apt) Is available to 126V through 277V input only.
By combining the benefits of automatic profile. dimnvng and motion response,
1.
Wattage. and constant li ht:ou t p ut when power to the m z,luinaire is ener d
the GUB- APD -MRO assures ma)(quutm energy sayings;,'and insures that .11
The GL18 -APD offers many of the advantages of a sophisticated control
adequate light Is present if motion is detected,
system, including ` tin average ener gY savings of at least 33% versus constant
277Y hble ut
i
wattage, constant light output systems,withous'tlie need.for a control system,
Note: All motion sensors utilized consume 0.0 watts in the off state; 11
GL18- APO -MRO: Philips :Gardco Gullwin LED lu italic with Automatic
P,. m
,r r a
GLIB- RKrPhit s Gardco Gullwing LED Retrofit_ Alt for exis In .G rllwin
P g Q g
Profile Dimming, with Motion Response Override. The GL18- APQ -MRO
luminaires. The retrofit kit provides a simple Way to convert existing sites 11
combines the benefits of both auto atic profile dimmin and motion res o:hsa .
1. . ,
in aires t o L D: Thlr r fit xIncludes all necessar y
that utilize z- Gullwi rig I um' . e e1.
o rc
The luminaire will dim to 50% power, SO %:light output, per the dimming
components: to complete Elie .retrofit conversion.The existing optic, ballast
profile shown for the GL38 -APD. if motion is detected during rile time that
tray and door assembly are removed and: replaced by retrofit kit components.
a
i 's T at 0 i i returns 1 7o v :n
the lump ah e t operate g ,. 5 f, the [umma re etur s to OG power and
h' r it k° l d the o e E iv '
The tee of , it inc. u es t) . complete door frame and the LED dr er
light outpuc.The luminaire remains on high until no motion is detected for the
assembly.
duration period, after which the luniihaire returns to low. Duration period: is
rl r '.
1
factory sec at" 15 ri inutes,and is field adjustable from 5 minutes up to. 15 minutes,
The GL E -RK is available: only in a_constant wattage, constant light .11
ers" t. I o t d
u h r e av e
Po l b ma. o ens I c n c to tt erred li n he
w pp led y e i n s n e .. 1e e n o t.
output design, and is not: available with any Options, except as
This configuration is not.available. for use with wall mounted luminaires,
specifically indicated on page 2.
GL18- A.PD -MRO is available in 120V through 277V input .only to.
11
Note: TGIC polyester powdercoat will fade somewhat in exterior
iutninalre -Tile nnodon sensor requires either 120V or 277V input to
environments over tlrne, Once the retrofit kit is installed, there is a: possibility
the motion sensor..
that the upper housing may have faded to a point where there is a: noticeable
adjustable from 5 minutes Up to 15 minutes.
paint difference between ehe upper Rousing (exiscjng) and the new retrofit kit; 1.
The GL1;8- APD -MRQ has the same: pole requirements and utilizes the same
door frame,
motion sensors as the GLi8 MR- 50. The motion sensor mounts and wires
identically as well.The GL18 APQ -MRO utilfze's the ide :ntical dimming profile;
Motion response requires that the pole include ar additional hand hole 15 feet
as shown; for the,GL1$ -APD,.
above the pole base;,,no- mallyoriented 180' to the standard hand:hole" For 11
SPECIFICATIONS
Philips Gardco poles, >order the pole with the Motion Sensor Mounting (MSM)i
GENERAL DESCRIPTION: The Philips Gardco C llwmg LED is defined
THERMAL MANAGEMENT: The Philips Gardco (301Wing LED provides
. _.
by its high performance, sleek profile and rugged construction.The hous"iiig is
.
die cast aluminum Integral, thermal radiation fins combined with lateral air ways;
: -.. ....
ote- ece e cast alum ntrr a d rr nts_d ectl o a° ole or wall without
1 pi_._.. , di......_ _ _3 _ _n .n_ _..ou ...lr..... / t ..,p .....'l
..
to rovlde the exse e he nalh a em n s ;er hca to ion . E s s em hfe
._ p _._. h ..114. t t _. tt _. nag ..e. t .o . q.. t _. _ .g l,. C}._y t . _ ....
r
the need of a separa.e srpport aim, Gullwing LED luminaires combine
a cover w"i o " °
hand hole cov- plate ,then ..lr n c n e ti ns °r completed ' h' e e
P g n o a.e io the pal .Tlr
LED performance excelidtice and advanced Philips Gardco LED thermal
OPTICAL SYSTEMS: LED arrays are set to 4 hreve lE5 Type ll. Type III,
management technology with the distinct Gullwing style to provide outdoor
Type IV,Type V , and Backlight: Control (BLC) distributions. Individual LED
area hghting that, is both energy efficient andaesel)eticallq pleasing.
arrays. are ::
r rep aceable, Luminaires feature high performance Class 1 LED
for prdViding suitable mounting aceornmodations for the motion sensor
e
systems.
HOUSING,' A.one -piece d!e cast aluminum hooting mounts directly
in the pole.
to a pour or wall without the need for a :support ;arm, The IoW profile.
ELECTRIC'AI._: Luminaires are equipped with an LED driver that accepts
rounded' form reduces the effective projected area of .the luminaire to > only,
120V through 277W, or 347V through 480V, 50hz'to 60hz, input. Driver output
1,2 fit 7,12 in!,.
is based on; the LED wattage: selected. Coniponenc-to- component wiring
within the luminaire -will carry no more than 80 °.E of rated current and is listed
tP RATING, Gullwing LED 18" luminaires have a rating of I.P66;
by UL for use at 600 VAC at 302°1` / 150 °C or higher. Plug disconnects are
Sad r7verrfde Input, ;
listed by UL for use at 60OVAC, 15A :or higher.. Power factor is not less than
LIED. RELIABILITY:;
90 %. Luminaire consumes 0,0 watts in the off state.All motion sensors utilized
PRE:DfICTEiG1
LUMEN! DEPRECIATit # a2ATAi '
consume 0.0 watts in the off state.
Ambi- -Wtjes» per tune .. .i
€5r r mA € L Hours 9
:
FINISH: EaeR standard color luminaire: receives a €ode ands abeasion resistant
..
3.50mA. 430,000
electrostatically applied, thermally cured, trlgiycidal isocyanurate (TGIC)
°C
1
textured polyester powdercoat finish. Standard colors include bronze (BRP),,
25
530 mA 100,(100
black (BLP), white (WP), and natural aluminum (NP). Consult factory for specs
740 inA: 10,owl
ran optional or custom colors..
40 °C
3.50 mA 10Q,Q00
1 530 mA I 7Q.00Q
LABELS: All luminaires bear UL or CUL (where applicable) Wet Location labels,:
700 inA 1 56.[)00:
WARRANTY- Philips Gardco luminaires feature a 5 year limited warranty.
�0. Predicted performance deraed nom
LED;manufactu ers data and eag,neer,ng J2s,gn estimates,
Philips, s Gardco LED luminaires with LED arrays feature a 5 year limited.
p . y
based oniIESNA LM -80 methodology.. Actual. experierce;rooy vary due to field application
warranty covering the LED arrays and LED drivers. Motion sensors are
tanditiors. L;,, is the preda'.ed urrie when LED perfrrni ihce depreciates t6 70s of inrtigE
covered by:warranty. for 5 years by the motion sensor manufacturer. See 1.
lumen Quiput
Warranty information on www.sitelighting.com for complete details and
exclusions:
FULL CUTOFF PERFORMANCE Full cutoff parfarmance means a :luminaire distribution vehe -e zero candela lirteitsity occurs at an angle at or abay6 90° above nadir, Additionally, 1.
the candela per 1009I!lamplamen,'s does not.numericaily exceed 10:0 (10 perm)tj ata vertical ang1e.of 8,0` above: nadlrThis!3ppl.ei to all lateral angles arnund the luminairo: 11
1611 Clovis BarkerRaad, San Marcmij)(78666:
(800) 227.0758 (M)7534000 FAX: (512)753-7855 sitelighting,corn
J 2012 Koninkllike Philips Electronics N.V., All Rights Reserved. 1.
trill s Gardco reserves the ri ht!to chat e'3 alert is or mod: .the esi n of its odietwithou .
Y p g.. g..n a .. fy. d g pr _�. t
notification as part of the company's contfnuing product imprave bent program:
62QQ- Q1611Q1,2
`W !'�z
1.
# I
� 3
GLIB- RK.LED Retrofit kit
Note: Removal of all components of existing G18'
Gullwing luminaires, except th e upper housing, 11 11 i5 _ .
required t0 erfRl- mar- £'trofit.
9 p
GL18 -RK includes all necessary retrofit components.. 11
Note;TGIC polyester powdercoat Will fade somewhat to exterior
1. environnients over time. Once: the retrofit kit is installed, there is a
possibihty that the upper housing may have faded to a point where
there. is a noticeable paint difference betvyeen the= upper housing
(existing). and the new retrofit kit door fmine. -
7.
6.6"
16,764. crn' <
11.5"
+'
24 -Zt cm
i
1611 Clovis Ba rk r R ad Sa arcos 7 78666
800:227 -0758 512 753-1000 FAX: 512 753-7855 shell htin .corn
( ) c } _(_) g g
u 2612 Koninkhl ke Philips Electronics N.V, All Pi its Reserved,
...P.,.r _ r - .i.. 11 P di ' :'C o r' &e v s Te ri h t clan is or r 8 t o dent n f' s r o iia lit) t
h.ps �aid4,. e..r e tl_ g.t_p g genat, rig..__. ne.Ify h_ g a L: P i _v .ty.1,
at -a; t'. o t a rn ' ':o uct' ":n e r l . o T:....
n ifr .i inn rt f e company's s n in in r d m v n r n
as P1 h pony r: t u$ p. r pr m p grx
G20Q;p16mov
EPA Data.
4 2 33-4
1.2 ft' 2.4 ft? 3.2 ft?
.12 ms' 24 m` 30nr' 1.
Approximate Weight
Single Luminaire
40 lbs / 18,144<kg
k.
III
W
M M. i `
90°
hole '01
ied;on: :the
oir t':.
e ■
9 !r A
OPTIC ROTATED LEFT (9W OPTIC'_ POSITION :.
Luminaires ordered with ,asymmetric optical systems in OPTIC ROTATED LEFT.(90) optic position will have the optical system oriented
as sha b
' n elow:
W
LEFT Side of Pole.
0v
1611 Ciavis Barker Road, San Marr-os,Tx' 78666:
(800) 227 -0758 (512) 753,1000 FAX:(512) 753 -77855 site Iighting;cout
fi 0012 Koninkllike Philips: Electroirics N "V All f ights Reserved.
Philips Gardc. o reserves' Elie right to change materials or rrindify the design of its ;product without'
notification as part of the;company',s contiriuiiii product ii0orovanient. program.,
1520(1-01611012
0
ind hole wX
~toted cn fie.
Vole. at the U° pahkt;.
kV .. f
l
RXCp,
4
.-
:
Gullwing LED
Fate 4 of 7
L1 Area. Luminaires
I.UMINAIRE CONIFIGVRATION INFORM A N (CO N
TO TINUED ON PAGE 5
GL18: Philips Gardco Guilvjn g LED standard iu ina7P p ro v' ii g co s a
� ......... -
_�_
., _ .. ... __
_::11 .... __.
.1 ;:
_ _.__%%%_
Wattage. and constant li ht:ou t p ut when power to the m z,luinaire is ener d
GLIB-D :CC: Philips Gardco Gullying LED luminaire provided with .dual
11 I
Red Connects to
81ack,120V O R. Override Input
a f e
circuiting. P ermrtcin g separate sWiEchin g oach led arra . Availao il
277Y hble ut
i
(orange) Line f
of
u r na rt e s with dual led arrays o nl y.
1.
t e _ P utr a E
o
D na7nrVh .
G L18- .IM: Philips G ti dco Gullwin LE ,u i n a' me provided w it h 0 4
V g
dimig for con ection t . cai)to[ s tem rod
. .. r videb others..
. . r a s o
The area motion dete to r po
r v' 1. rgal to up t 6 tinesahe sensor
hen ht abo v e ro and 270° fr am the front ten er
11
f the sensor.
-50: Philips Gardco Gullwing LED lumi ai e tivieh motion response GL18- MR ,
-
pro a .� power CedtlCtfOn On IOW and a commensurate Surat : reduction lCtlOn. 'to
Q e e r
P & P
re Pik Motion
Area l Mn i n Sensor Coverage. Pattern:
g
fl a
Ii lit o The power d I ht oat educ on is c o wred Eli
.g t utput. e p. w t and t o put r # a s mpl s ut zinp
"
rl r '.
1
the D naDimmer module programmed for a constant 50,° power.
Philips Y g
P P
1 r i 70° Fran Cov
y .. 2. t .. .crate
ers" t. I o t d
u h r e av e
Po l b ma. o ens I c n c to tt erred li n he
w pp led y e i n s n e .. 1e e n o t.
r
�� <<.� ,.
a::.
D n D¢n er takes the luminaire to h h setttn 1{30/ a er <und J ht out u
y .a _ m g _. _ . g, _. p. w rg p _t
, yrr,..,. i t2 C. :a:
_.'-_<_: approximate,
PP
when motion Is detected.The Iuminaire remains on high until no motion is
1.
a -�:
90° _
- -- -
H; Height Ak rive
detected for the motion sensor duration eriod after which the luminaire
P
.-
t .I
Ground
.
e rns to Iow, . -.uration: erlod ls:: factory. set a 1 ra :minute' a I field
r to D p y. o f s, And s-
., .>
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u,
adjustable from 5 minutes Up to 15 minutes.
;. Height
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This configuration, is not available for use with wall mounted luminaires.
Motion response requires that the pole include ar additional hand hole 15 feet
GL18 -MR50 is available in 120Y through 277V input ottiy to the
above the pole base;,,no- mallyoriented 180' to the standard hand:hole" For 11
luminaire, Motion sensors require single voltage 1 29V or 277V input.
Philips Gardco poles, >order the pole with the Motion Sensor Mounting (MSM)i
option which includes; the hand., hole and A special hand hole' cover plate for the.
The P de of , n s h. :. t 50W- . G
11 T e strtan PIR m la sensor i # e VVa t5to :er NB3 L3 One
s r r- r
set o with a 112 .NPT.rece tale centred 1. file hand bole .over .late:.t
motion sensor per, pole is required and is ordered :separately as the MS -P'
9
which :the motion sensor mounts, Once the motion sensor is connected to the
es y,, e t red r'a 's i c 1 V hr t.
zsc car .s e a'e<2. The P ., est i n error at. e t 20 t ou h:277V input. .
f page P g P
a cover w"i o " °
hand hole cov- plate ,then ..lr n c n e ti ns °r completed ' h' e e
P g n o a.e io the pal .Tlr
plate (complete with motion sensor attached and wired) is then mounted to
Neutral
the [land hole, If poles are supplied others; the custorner is responsible
P PP by P
for prdViding suitable mounting aceornmodations for the motion sensor
White
in the pole.
:120V OR 277V power loput
Red Connects to
f+lount,ngt$a_a Phir Gardco Pole
BEatk
Sad r7verrfde Input, ;
-
Sensor
i:Qran e . Line:of
g}
DynaDirt riser
The pedestrian motion detector provides coverage equal to the sensor height
a. ground , in all directions from tie sensor (360 °.) 11
Pedestrian PIR . M oI tion Sensor Coverage,patteirn:
Covet" Plate with E12 NPT Coupling
(supplied wilt pale)
Notting Attach Motion
in Sensor to Cover
Pole Platecou lin
_ P g•
*4 r ompleu_- Wiring.
Motion sensor In Pote.arrd Attach
AddiciQml Hand Hole 15' Al»ve Pole Base Cover Plate to j land 1.
(nriented 190' to the standard, band hole) Hole
0
L18 -A D: Philips 3s d� w D I
G, P P I f Gar co Gullwing LE uminaire with A icomatic Profile:
Dimming. Luminaire is provided with the Philips D naDi e . o g p i p y min r module included.
The DynaDimmer module is programmed to go to 50'p power.,:50Y /loll[
GL u_ two (2) hours prior to nt ht time mid :.oint and remain at SO% far sine
P ) P g P
(6J!'ho .1 after night time mid- point. Mid -point !s: corttinuotisly recaicsilated by
the DynaDlmmer module based on the average inid- point : :of the last two full
,night cycles. Short duration s cles, and' power iht0eu tions are ignored and do
,, YY l?o P g
not affect the determination of mid- point. 1.
GL18 -APD' is available in 1.10Y through 277V Input: ohlyr
GL 18- APD Dirrit Profiles
2 Hours 6 Hours
100% 100%
nISr
I i I
Power On Mid Point Power Off"
1611 Clovis Barker Road San MarcasTX 78666
PHILIPS
(8.00),227-0758 (5:12) 753 -1000 FAX; (512) 753-7855 siteligh6rig.corn
O 2012 Koninklijke Nilf s Electronics N.V, All R7 I is Reserved.
I _ P g.
C ¢ A =.
Phlll s. _a dca r e er'v.. the rr ht t c Tad i) to i s did h esi oft rod c c
P ...r. '_ -_s b _ a I. ge )a ral,.rzrmo Yt , d ..gn.__1sp .. itwrth.u5.
ntif7eatinn s arr of the co £n s rant: "i rndir; t n
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a m n n
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1.
'.'� Gullwing LE'u ...
Page :�f GL1 .;Area Luminaires
ASYMMETRIC OPTICAL ORIENTATION INFORMATION CONTINUED FROM PAGE 6)
OPTIC ROTATED RIGHT (270 °) OPTIC POSITION-
Luminaires ordered with asymmetric optical systems in the OPTIC! ROTATED RIGHT (2700 ) ..optic position Will have the optical :system
oriented as shown. Below:
hok will
tied on /tie
runt
(T ;
ED WIT
S UH ROTATED OPT
ICAL SYSTEM
�,,�hadditiohal a61,
r to e � o t i c a i systems, are an x e I lent w a y
t o dire ct light. toward th e interior th e site (Street o t Sic
e) 1.
ou are be exercised t o insure th at luminaires a re installed In t he proper location. eq w pm ent. It t s mp orlo� haweve xha t c .
... :a.. �- Luminaires with Q tic Rotated q Luminaires With O ti Rotated
Right {27Q�) are installed on the Left (90 °) arc installed on the
t4ate: The ha rd hQ(e, Io obarr will depend or;
LEFT Side of Pale' thedril6ngtantigaratuiardere4forthepnte. RIGHT Side: of Pole
1.611 Clovis Barker Rotad, Sian Marcas,TX 7736.66
(800,),227-0758 (512)753-1000. FAX; (512) 753.7855: sitelighting.corn
G 2012 Koninklijke Philips Electronics N.V All Rights Reserwgd,
_
. e i r ,Phr i ps arco reser v est rg.t to than g e. is erfal sor niodeh e9 e r g r Of t is pr d _ c. tvlthoiit
Otih6 on as part Ofithee company's Onutwlrig product improvement progr rn,
G10Q- 01' :01.2
61
Landscape Architect
p
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REVISIONS:
Dec 18, 2013
COUNTY
COMMENTS
Jan 15 2014
BIDDING
Feb 3, 2014
COUNTY
COMMENTS
March 4, 2014
COUNTY
COMMENTS
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RAVENNA 220 Specification
RAVENNA G adds a touch of elegance to architectural spaces
with its brushed stainless steel detailing. The housing is cast
from copper -free aluminum and treated with a proprietary
anti - corrosive powdercoat finish for long -term durability.
Optics may be symmetric with spot, medium, and flood
beam patterns for accenting as well as asymmetric for
wall- washing. LED model is available in white light for
accenting or in single colors for waymarking or creative
effects. Optional concentric ring louvers for shielding and
anti -slip tens treatment are available on request. Luminaire is
suitable for pedestrian walkover applications. All hardware is
stainless steel. CSA Certified for Wet Locations.
.hess
Ordering Information
Specifications are subject to change without notification
HessAmerica > Products > Lighting Products > In- ground Luminaires > RAVENNA
hap : / /www.hessamerica. com / Products /Lighting /In- ground._Luminaires /RAVENNA/
CENTO 900 - 36o CFL Specification
A simple beacon with three windows for 36o° illumination
is the basis of CENTO's styling. Translucent acrylic tens
creates soft diffused illumination. Housing is precision
machined from heavy wall extruded aluminum. Housing
and extruded aluminum shaft are finished in finely textured
paint. Luminaire is available in three heights. All hardware
is stainless steel. Standard color; matte silver grey metallic.
Special colors available.
Page 1
.hess
Ordering Information
Specifications are subject to change without notification
HessAmerica > Products > Lighting Products > Illuminating Bollard > CENTO 36o Page 1
http. / /www.hessamerica. com /Products /Lighting /Illuminati ng_Bottard /CENTO_36o/
RAVENNA 220 Specification
.hess
HOUSING
Clear tempered glass lens with decorative ceramic masking is 0.47" thick and bonded to 316L stainless steel trim ring with
high -grade automotive quality adhesive with UV, acid, and alkali resistance properties. Lens assembly fastens to the housing
from the underside with stainless steel hardware. Single piece nitrite gasket provides weather -tight seal between the tens
assembly and housing. Heavy wall tuminaire housing is cast from Anticorodal aluminum alloy and finished with proprietary
epoxy based powercoat finish. Housing is void of threads to prevent scratching of the paint and potential resulting corrosion.
Underside of housing is protected from abrasions with Teflon pads at contact points to the factory- supplied PVC installation
steel. Weathertight bushing is supplied for the power cord.
OPTICS
Choice of optics include symmetric and asymmetric distribution patterns. Reflector assembly is regressed within the housing
away from the primary lens and separated by an internal infrared lens to minimize external lens temperature. Symmetric
distribution may be tilted +/- ioO and are horizontally rotatable.
Choice of optics include symmetric distributions with beamspreads of 16°, 351, and 55 °, respectively.Sym metric distributions
may be specified with optional concentric ring louver. An asymmetric distribution is also available.
ELECTRICAL
Ceramic metal halide electronic ballast shall be Sound Rated A and Outdoor Type 1 rated. Ballast shall have a minimum high
power factor rating of 97% and nominal ballast factor of o.99. Total harmonic distortion shall be less than 10 %. Ballast shall
be capable of reliable starting to -2oOF ( -300C) at nominal tine voltage. Ballast is UL and CSA recognized. Porcelain socket is
66ow-60OV, 4kV pulse rated.
LAMPING
low T6 ceramic metal halide - CDM70/T6/830
39w T6 ceramic metal halide - CDM35/T6/830
tow T6 ceramic metal halide - CDM Elite 2o/T6/830
MOUNTING
Luminaire mounts into PVC installation sleeve and is retained in place via stainless steel spring clips. Installation sleeve may be
preshipped on request.
FINISH
Housing is cleaned in an ultrasonic detergent bath prior to painting. Standard housing finish is proprietary epoxy based
powercoat paint and is not visible when installed.
WARRANTY
Limited product warranty period is three years. Lamp and ballasts shall carry the manufacturer's limited warranty.
Specifications are subject to change without notification
HessAmerica > Products > Lighting Products > In- ground Luminaires > RAVENNA
http : / /www.hessamerica.com /Products, Lighting /In- ground_Luminalres /RAVENNA/
CENTO 900 - 36o CFL Specification
Page 2
.hess
HOUSING
Luminaire consists of cylindrical housing, base, and top cap precision machined from 6o6o aluminum. Cylindrical housing is
machined from tubing with nominal wall thickness of o.6o" and mounts over the precision- machined luminaire base with three
concealed socket head cap screws. Cylindrical matte acrylic lens mounts to the base inside the housing. Luminaire top cap
mounts to the cylindrical housing with three captive socket head caps screws and provides access to tuminaire for relamping.
Luminaire base and top cap are grooved to accept one -piece silicone gasket to provide weather -tight seal to the tens. Luminaire
mounts to 0.197" thick wall extruded aluminum shaft with three concealed socket head cap screws. All hardware is stainless
steel.
OPTICS
Base down lamp is positioned within the matte acrylic cylindrical lens providing 36o - degree distribution through housing
aperture.
ELECTRICAL
Compact fluorescent high frequency electronic ballast shall be Class P and Outdoor Type 1 rated. Ballast shall have a minimum
high power factor rating of 9o% and a minimum starting temperature of -2o °F ( -3o °C) at nominal line voltage ±10 %. Ballast
shall be UL Listed. Lamp sockets are 75w -600v rated.
LAMPING
13w PL -C - CFQ13W /G24q with G24q -1 base
18w PL -T - CFTRI8W /GX24q with GX24q -2 base
MOUNTING
Bollard mounts to anchor base plate assembly with four M10 x 20mm stainless steel socket head cap screws and washers.
Anchor base assembly consists of four 1 /2" x 17" x 3" hot -dip galvanized anchor rods secured to a mounting plate and
embedded as an assembly in concrete foundation (by others).
FINISH
Housing is cleaned ultrasonically prior to painting. Standard finish is finely textured matte silver grey metallic. Special colors
available on request.
WARRANTY
Limited product warranty period is three years. Lamp and ballast shall carry the respective manufacturer's limited warranty.
Specifications are subject to change without notification
HessAmerica > Products > Lighting Products > Illuminating Bollard > CENTO 36o Page 2
http: / /www.hessamerica.cot-n /Products/ Lighting /Illuminating _Bollard /CENTO_36o/
Specifications are subject to change without notification
HessAmerica > Products > Lighting Products > In- ground Luminaires > RAVENNA
http :. //Iwww.hessamerica.com/ Products / Lighting /ln- ground_Luminaires /RAVENNA/`
Additional information
Dimensions
Mounting Detail
M i 0 "X -1
0 i.4 9 6.6E
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3L:N =tY _
' BASE
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Specifications are subject to change without notification
HessAmerica > Products > Lighting Products > Illuminating Bollard > CENTO 36o
http : / /www,hessamerica .com /Products / Lighting/ Iltuminating_Bottard /CENTO_36o/
.hess
Page 3
.hess
Page 3
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Landscape Architect
ry fiel rstreet
1. <, fe P.
......................................... C.::.:,........ ......................,........
REVISIONS:
Dec 18, 2013
COUNTY
COMMENTS
Jan 15, 2014
BIDDING
Feb 3, 2014
COUNTY
COMMENTS
March 4, 2014
COUNTY
COMMENTS
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02/03/14
PROJECT NO:
13016
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General Notes
1.) THE PROPERTY LINES SHOWN ON THIS PLAN ARE BASED UPON AN
ACTUAL FIELD SURVEY CONDUCTED BY VANASSE HANGEN BRUSTLIN,
INC. IN AUGUST OF 2013 AND FROM DEEDS AND PLANS OF RECORD.
2.) THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED
UPON AN ACTUAL ON- THE - GROUND INSTRUMENT SURVEY PERFORMED
BY VANASSE HANGEN BRUSTLIN, INC. IN AUGUST 2013.
3.) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON
THIS PLAN ARE BASED ON FIELD OBSERVATIONS AND INFORMATION
OF RECORD. THEY ARE NOT WARRANTED TO BE EXACTLY LOCATED
NOR IS IT WARRANTED THAT ALL UNDERGROUND UTILITIES OR OTHER
STRUCTURES ARE SHOWN ON THIS PLAN.
4.) HORIZONTAL DATUM IS BASED ON VIRGINIA SOUTH DISTRICT, NAD
1983. ELEVATIONS SHOWN ON THIS PLAN REFER TO THE NAVD OF
1988.
5.) THE PARCEL LIES ENTIRELY WITHIN ZONE X (AREA OF MINIMUM
FLOODING) AS SHOWN ON THE FLOOD INSURANCE RATE MAP FOR THE
CITY OF CHARLOTTESVILLE, VIRGINIA, COMMUNITY PANEL NUMBER
51003CO278D, EFFECTIVE DATE FEBRUARY 04, 2005.
APPROXIMATE LOCATION OF 30'
NON- INCLUSIVE ACCESS EASEMENT
DB. 800 PG. 165 s e6 ....
U— STOR —IT CHARLOTTESVILL L
PARCEL ID: 061UG -02 -00 -00900
08. 1632 PG. 632
/3064 BERKMAR DR
1.729 ACRES
SANITARY MH
RIM = 506.27'
INV CL= 492.32'
INV CLEANOUT= 494.97
rniv R" (Al- Aar A)'
U- STOR -IT CHARLOTTESVILLE L
PARCEL ID: 061UO -02 -00 -01000
DB. 1632 PG. 632
/3072 BERKMAR DR
2.55 ACRES
GRATE INLET
TOP= 503.37'
INV OUT= 490.17'
MARTHA JEFFERSON HOSPITAL
PARCEL ID: 06100 -00-00 -1200
J721 RIO RD W
DB. 4045 PG. 83
4.369 ACRES
WORLD MEDIA ENTERPRISES INC
PARCEL ID: 04500- 00- 00 -102AO
DB. 4194 PG. 501
/685 RIO RD W
3.99 ACRES
N= 3918109.67
&-"-E= 11489740.14
M C \/_R17 nn
30 0 30 60
SCALE IN FEET
0
&N= 3917954.02
E= 11490010.92
ELEV= 520.28
MAG NAIL /SET
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STORM INLET
TOP= 517.39'
INV IN= 511.04'
INV OUT= 510.98'
Vanasse Hangen Brustlin, Inc.
Transportation
Land Development
Environmental Services
115 South 15th Street, Suite 200
Richmond, Virginia 23219 -4209
804 343 7100 a FAX 804 343 1713
Legend
OIPF
IRON PIPE FOUND
OIRF
IRON ROD FOUND
O CMF
CONCRETE MONUMENT FOUND
OIRS
IRON ROD SET
13 CMS
CONCRETE MONUMENT SET
O
STORM SEWER MANHOLE
o
DRAIN INLET (DI)
®
DRAIN INLET (YDI)
O
SANITARY SEWER MANHOLE
FM
FORCE MAIN VALVE
Co
SEWER CLEANOUT
0
ELECTRIC MANHOLE
OT
TELEPHONE MANHOLE
O
WATER MANHOLE
O
MANHOLE
O
WATER VALVE
FIRE HYDRANT
oWM
WATER METER
"
SIAMESE CONNECTION
PIV
POST INDICATOR VALVE (PIV)
0
GAS VALVE
oGM
GAS METER
FE 81
ELECTRIC BOX
oEM
ELECTRIC METER
❑
HH - HANDHOLE
oTPED
TELEPHONE PEDESTAL
oCATV
CABLE TV BOX
9
TRAFFIC SIGNAL
D
SIGNAL BOX
D
TRANSFORMER PAD
LIGHT POLE
-0
UTILITY POLE
o-
GUY POLE
GUY WIRE
®
BOLLARD
—
STREET SIGN
MW
MONITORING WELL
BORING LOCATION
TEST PIT LOCATION
0
WELL
- — —
EDGE OF PAVEMENT
CONCRETE CURB
CONCRETE CURB & GUTTER
GUARD RAIL
CHAIN LINK FENCE
---
STORM SEWER LINE
- — - —
SANITARY SEWER LINE
—OHW
OVERHEAD WIRE
E
UNDERGROUND ELECTRIC
T
TELEPHONE LINE
—CATV
CABLE TV
GAS LINE
w
WATER LINE
00000o
STONE WALL
—
TREE LINE
50'RMA --
50 -FT RMA LINE
100'RPA
100 -FT RPA LINE
100'BZ
100 -FT BUFFER ZONE
-MAW- • •
LIMIT MEAN LOW WATER
a - - - —
LIMIT OF BANK
BF1 -100
A
VEGETATED WETLAND BOUNDARY
WF1 -100
..... ...............................
MINOR CONTOUR
.................
MAJOR CONTOUR
CONC. PAVEMENT
BUILDING
Project Title
Albemarle County Library
705 West Rio Road
Charlottevilles, Virginia
Issued for
Drawing Title
U
Existing Conditions
Ln
Plan of Land
Drawing Number
H of-
/1P
SVI
ti
Lic. No. Sheet of
002 1 1 1
September 09, 013
Project Number
(g*0. SU R1 E' � 33781.00
\ \RICHVA \PROJECTS \33781 /cad /sr /planset /33781 ex.dwg
1 2 3 4 5 6 7 8 9
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ESTIBULE
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A3.2
FIRST FLOOR PLAN 29,460 SQ. FT.
1/8" = 1' -0"
FLOOR PLAN GENERAL NOTES
1 DO NOT SCALE DRAWINGS. DIMENSIONS IN DETAILS SHALL GOVERN OVER
SMALL SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM
THE ARCHITECT BEFORE CONTINUING WITH CONSTRUCTION.
2 DIMENSIONS SHOWN ON THE FLOOR PLAN FOR CONSTRUCTION ARE TO THE
CENTERLINE OF COLUMNS TO THE FINISH FACE OF INTERIOR PARTITION OR
TO THE EXTERIOR FACE OF EXTERIOR WALLS.
3 PROVIDE BLOCKING FOR SUPPORT OF ALL WALL ATTACHMENTS INCLUDING
BUT NOT LIMITED TO WALL ACCESSORIES (HANDRAIL, BUMPERS, GUARDS,
ETC), TOILET ACCESSORIES (GRAB BARS, DIAPER CHANGING STATIONS, ETC),
BASE AND WALL CABINETS. CONTRACTOR SHALL COORDINATE AND VERIFY
ALL REQUIREMENTS FOR ATTACHMENTS.
4 ALL WALL MOUNTED LAVATORIES SHALL BE MOUNTED TO ALLOW FOR V -3"
MINIMUM BETWEEN THE CENTERLINE OF THE LAVATORY AND FACE OF
ADJACENT WALL, UNLESS NOTED OTHERWISE. THERE IS AN ADDITIONAL
REQUIREMENT TO PROVIDE A MINIMUM OF 4" BETWEEN SIDE OF LAVATORY
AND FACE OF ADJACENT WALL, FIXED EQUIPMENT, CASEWORK.
5 ALL WATER CLOSETS SHALL BE MOUNTED SO THAT THERE IS V -6" BETWEEN
FACE OF THE CLOSET, ADJACENT SIDE WALL OR TOILET PARTITION AND THE
CENTERLINE OF THE WATER CLOSET. THE FLUSH VALVE FOR ALL WATER
CLOSETS SHALL BE MOUNTED ON THE "OPEN- MOST" SIDE OF THE WATER
CLOSET AT 44" MAXIMUM A.F.F. TO THE TOP.
6 DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION AND
INSTALLATION OF CABINETRY. REFER TO GENERAL WOODWORK NOTES FOR
ADDITIONAL INFORMATION.
7 CONTRACTOR SHALL BUILD OUT PARTITIONS TO ACCOMMODATE DEPTH
REQUIRED BY FIRE EXTINGUISHER CABINETS AND RECESSED POWER
PANELS. COORDINATE WITH ENGINEERING DRAWINGS FINAL LOCATIONS OF
ALL CABINETS AND PANELS TO BE APPROVED BY THE ARCHITECT.
8 RUBBER WALL BASE SHALL NOT BE INSTALLED ON BASE CABINET TOE KICK
UNLESS SPECIFICALLY AUTHORIZED BY ARCHITECT.
- G 9 COLUMN LINES ARE BASED ON RECORD DRAWING PROVIDED BY THE
OWNER. CONTRACTOR SHALL COORDINATE ALL DIMENSIONS.
10 PROVIDE WOOD BLOCKING @ ALL WALLS WHERE OPERABLE PARTITIONS
WILL ABUT.
i
i
1 02 11 PAINT ALL EXPOSED STEEL.
i
12 INSTALL NEW 3 5/8" METAL STUDS @ 16" O.C. WITH 5/8" GYP BD, 22 GA.AND
R -13 BATT INSULATION AROUND INTERIOR PERIMETER OF BUILDING, TYP.
REFER TO DETAIL 1/A6.0.
i
13 INSTALL FRAMING AS NECESSARY TO MOUNT ANY EXTERIOR WALL
PENETRATING ITEMS.
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SYMBOL LEGEND
0 INDICATES KEY NOTE FOR THIS DRAWING ONLY.
SEE KEY NOTES LIST.
FLOOR PLAN KEYNOTE LEGEND
0.25 PREFABRICATED THROUGH -WALL DEPOSITORY
1.01 EDGE OF CANOPY OR WALL ABOVE.
1.02 EDGE BELOW.
3.03 CONCRETE SPLASH BLOCK.
5.01 PAINTED STRUCTURAL STEEL COLUMN, TYPICAL. SEE STRUCTURAL SERIES
DRAWINGS
5.02 GLASS GUARD RAIL ASSEMBLY
5.64 PERFORATED SCREEN WALL
8.01 PREFINISHED EXTERIOR ALUMINUM STOREFRONT SYSTEM WITH 1"
INSULATED GLAZING. ALL GLASS IS TYPE "GL" UNLESS NOTED OTHERWISE.
8.02 PREFINISHED ALUMINUM SLIDING TRANSACTION WINDOW.
8.03 OVERHEAD ROLL -DOWN SECTIONAL GARAGE DOOR ASSEMBLY
8.04 PREFINISHED INTERIOR ALUMINUM STOREFRONT SYSTEM
8.05 ALUMINUM WINDOW
8.06 PREFINISHED EXTERIOR ALUMINUM AUTOMATIC SLIDING ENTRANCE SYSTEM
8.08 SIDE FOLDING GRILLE
9.01 MILLWORK PROVIDED UNDER ALLOWANCE. INSTALL BLOCKING PER
CABINETRY BLOCKING SECTION ON A10.7
9.09 COAT ROD AND SHELF ABOVE
9.12 EXTEND ROOM FINISHES
9.13 CORNER GUARDS ON OUTSIDE CORNERS IN STAFF AREA, TYP.
10.02 GLASS RAIL SYSTEM
10.03 DRIVE -UP BOOK RETURN
10.04 WALK -UP BOOK RETURN. VERIFY MOUNTING HEIGHT WITH OWNER.
10.10 RECESSED FIRE EXTINGUISHER CABINET
10.11 SURFACE MOUNTED FIRE EXTINGUISHER CABINET
10.12 OPERABLE WALL SYSTEM, COORDINATE POCKET DIMENSIONS WITH
MANUFACTURER
10.13 OPERABLE GLASS WALL SYSTEM, COORDINATE POCKET DIMENSIONS WITH
MANUFACTURER
10.14 KNOX BOX
22.01 PLUMBING FIXTURE, SEE PLUMBING SERIES DRAWINGS
23.01 MECHANICAL LOUVER. REFER TO MECH. DWGS.
32.01 CHAIN LINK FENCE /GATE
32.02 CHAIN LINK FENCE /GATE BY OWNER
32.03 DUMPSTER BY OWNER
PETER J.BOLEK =
No. 011323
REVISIONS:
January 6, 2014
For Plan Review
January 15, 2014
For Bidding
>0= V..-
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DATE:
JANUARY 6, 2013
PROJECT NO:
13016
SCALE:
As indicated
FLOOR PLAN -
FIRST FLOOR
■ 1
. . . . . . . . . .
f'• ...,r,.......... »:,5.,., � .;?�.__� iii;; .i.
NOR
„
0
N
L
C
N
Y
N
0
0]
L
N
0
T
W
T
U
,