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8 ADDRESSED COUNTY COMMENTS JJK 04/20 /06
9 ADDED WEIRS IN WATER QUALITY SWALE "A"JJK 05/3 0/06 w' 7 .,0 GINKO BILOBA 'PRINCETON SENTRY' CHANGED TO 'FASTIGIATA'JJK 11 /06/06 v
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DAVID M. JENSEN
1 ,5 No. 11484
s ' A iwI% inii,lob .$A4.
SITE DATA & GENERAL
SITE DATA
GENERAL UTILITY N(
OWNER /DEVELOPER;
Post Office Land Trust 1. CONTACT MISS U11LIT1Y AT 1
C/0 C.W. Hurt Contractors, LLC
CONTRACTOR SHALL VERIFY
SATISFACTION.
P.O. Box 8147
Charlottesville, Virginia 22906 2 THE LOCATIONS, SIZES, AND
REPRESENTATION ONLY. THE
434) 979 -8181 PLANS. THE UTILITY INFORM,
UTIUTES, NOR DOES IT GUAI
LEGAL REFERENCE: DEED BOOK 1161 & PAGE NUMBER 116; DEED BOOK 3265 & PAGE NUMBER 73
PRIOR TO ORDERING MATE PI
AND ELEVATIONS OF THE P(
U11U11ES AND THE PROPOSE
TAX MAP 32, PARCEL NO. 41R
3. WHERE AN EXISTING UTILITY
THE WORK CANNOT BE COM
MAGISTERIAL DISTRICT: Rio District WITHOUT DELAY BY THE COI
11-IE CONFLICT AND CONTRA
SOURCE OF BOUNDARY SURVEY: Dominion Development Resources LC.
ADDITIONAL PAYMENTS WHIG
4. ALL HYDRANT LOCATIONS TT
SOURCE OF TOPOGRAPHY; Louisa Aerial Survey BE INSTALLED ACCORDING 1
5. RIM ELEVATIONS FOR DRAIN
THIS PROPERTY 15 LOCATED IN ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY.AND OTHER SUCH ITEMS, A
FLOOD INSURANCE RATE MAP NUMBER: 51003C0140D, DATED: FEBRUARY 4, 2005 A. IMPERVIOUS SURFACES:
8. PERVIOUS SURFACE ARE
BENCHMARKjS): Top of DI ST -55. Elevation: 540.44 6. ALL BLASTING REQUIREMEN
T l COUNTY STANDARDS AND 1
WATER SOURCE: Provided by Albemarle County Service Authority
SEWER SERVICE: Provided by Albemarle County Service Authority
7. ALL DRAINAGE STRUCTURE
THESE PLANS AND LOCAL I
THIS PROPERTY IS ZONED PD -MC ALLALL STORM SEWER SHALL E
THE DRAWINGS.
SETBACKS: This plan is in conformance with ZMA 01 -20 (Area C)9. THE CONTRACTOR IS REQUI
application and proffer #1
ACCEPTANCE OF ALL U11LI1
10 ALL CONCRETE USED IN UT
MAXIMUM BUILDING HEIGHT: 2 Stories Per ZMA 01 -20 11. NO PLANTINGS OR EREC110
CURRENT USE: Vacant 12. ALL UTIUTIES TO BE PLACE
NOTED ON THE PLANS.
PROPOSED USE: Commercial/Retail 13. WATER METERS SHALL BE
FACILITIES.
N \.A PARKING REQUIRED: 4.5 Per 1,000 GSF 14. FOR UTILITIES INSTALLER U
NOT LESS THAN 95X OF M
PARKING SCHEDULE:SPACES PROVIDED:SPACES REQUIRED:15. CONTRACTOR IS TO VERIFY
REGULAR 213 Total 123 Total Spaces (Including Handicap Spaces)CONSTRUCTION OF SUBBAS
HANDICAP 6
LOADING 3 2 Spaces
16. THESE PLANS AND PROFILE
ALBEMARLE COUNTY SERVE
STANDARDS AND SPECIFIC/
LAND SCHEDULE: PRE - DEVELOPMENT (SF)X POST- DEVELOPMENT (SF)17. ALL WATERLINES AND SAN
BUILDING(S)0 0 27,252 18.5 OUTSIDE EDGE OF PIPE T
PAVED 0 0 94,280 63.8
OPEN 147,668 100.0 26,136 17.7 18. PROPOSED UNDERGROUND
MINIMUM 5 FOOT SEPARA
TOTAL 147,668 100%147,668 100%
19. ELECTRICAL POWER SHAL1
CODE.
20. ALL PIPES SHOWN AS RC
PLANS.
21. ALL CONDENSATE DRAIN
k 22. EXISTING MANHOLE FRAM
D TO MATCH FINISHED GRAI
GENERAL CONSTRI
COORDINATION RESPONSIBILITIESCONTRACTOR'S C 1. PRIOR TO ANY CONSTRUC
4 . /1 OBTAINED FROM THE VTR(
h 1-)1
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS.OF THE PERMIT. WHERE A
2. ANY 11ME WORK 15 PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID 2. ALL MATERIALS AND CON
EASEMENT A5 TO THE NATURE ( PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH
OR REFERENCED IN THE RECORDED EASEMENT.3. EROSION AND SILTATION624INSTALLEDPRIORTOANl
3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED /OBTAINED PRIOR TO THE START
OF ANY CONSTRUCTION.4. ALL SLOPES AND DISTURI
4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT 5. THE MAXIMUM ALLOWABU
ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN ACHIEVED.
RISK.
6. PAVED, RIP -RAP OR STA
5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN DEEMED NECESSARY IN (
COMPLETED INCLUDING UTILITY POLES.
7. ALL TRAFFIC CONTROL 51
6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED BY ALBEMARLE COUNTY CODE.
8. UNLESS OTHERWISE NOTE
7. 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 9. ALL EXCAVATION FOR UI
AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.1926).
8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS.GENERAL CONSTR
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, 1. WORK WITHIN THE LOCAL
ALL U11LJT1ES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH CONFORM TO THE LATEST
GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST BRIDGES.Inrn TAI OA CC Fin
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P.O. BOX 8147
CHARLOTTESVILLE, VIRGINIA 22906
ATTN: KATURAH ROELL
434) 979 —8181
ENGINEER:WW ASSOCIATES, INC.
1402 GREENBRIER PLACE
CHARLOTTESVILLE, VA. 22901
ATTN: DAVID M. JENSEN, P.E.
434) 984 -2700
SOURCE OF SURVEY:RIVANNA ENGINEERING AND SURVEYING, PLC
SOURCE OF TOPOGRAPHY:RIVANNA ENGINEERING AND SURVEYING, PLC AND
SUPPLEMENTED BY FAULCONER CONSTRUCTION CO. INC.
COUNTY, STATE:ALBEMARLE COUNTY, VA.
MAGISTERIAL DISTRICT:RIO
TAX MAP REFERENCE:TAX MAP 32 PARCEL 41D
ZONING:PD —MC; ENTRANCE CORRIDOR OVERLAY DISTRICT
YARD REQUIREMENTS:THIS PLAN IS IN CONFORMANCE WITH
ZMA 01 -20 (AREA C) APPLICATION
PLAN AND PROFFER #1
BUFFER ZONE:N/A
MAXIMUM STRUCTURE HEIGHT:2 STORIES PER ZMA 01 -20
AREA C) CODE OF DEVELOPMENT
EXISTING USE:VACANT
PROPOSED USE:COMMERCIAL /RETAIL
WATER RESOURCE AREA:COMMUNITY DEVELOPMENT AREA
RESERVOIR WATERSHED:NONE Nllct)1?Wrl lif iartit.3
WATER SUPPLY PROTECTION AREA:ONE
SITE AREA:3.39 ACRES 4"' 1y
BUILDING AREA:27,252 GSF
BUILDING CONSTRUCTION (IBC):TYPE 2B
USE GROUP (IBC):B Gi.,*i 130
APPROX. No. EMPLOYEES:38
IMPERVIOUS AREA:2.79 AC.
PERVIOUS AREA:0.6 AC
PARKING REQUIRED:123 SPACES (4.5 PER 1,000 GSF) SEE TABLE "6"
PARKING PROVIDED:243 INCLUDING 8 HANDICAP OF WHICH 2 VAN ACCESSIBLE
LOADING SPACES PROVIDED:4 (12' X 25')
PARKING /CIRCULATION AREA:2.19 ACRES
IMPERVIOUS COVER:2.79 ACRES
OPEN SPACE:0.60 ACRES
ESTIMATED TRAFFIC GENERATION:1,476 VPD
NOTES:
1. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THIS ENTIRE k
SITE IS PROVIDED IN THE HOLLYMEAD TOWN CENTER STORMWATER FACILITY 1 1 n
AND THE SITE IS LOCATED IN DRAINAGE AREA DA —A. SUPPLEMENTAL WATER 11QUALITYCONTROLSFORAREAC, BLOCK 9 ARE PROVIDED WITH TWO ON —SITE
WATER QUALITY SWALES.
2. FIRE FLOW (PER ACSA), FROM CLOSEST FIRE HYDRANT, APPROXIMATELY 250 FEET
DISTANCE IS 4006 GPM ® 20 PSI.
3. ALL VIEWS OF EQUIPMENT AND ACCESSORY STRUCTURES FROM THE ROUTE 29 NORTH EC
SHALL BE ELIMINATED.
4. NOTE: WATER METERS HAVE BEEN SIZED BY ASCA
BLDG A BLDG A BLDG B
UNIT 1 —A UNITS 1 -6 THRU 5 —B UNITS 6 —A THRU 8 —B
1 WATER CLOSET (1.6 GPF)9 WATER CLOSETS (1.6 GPF)6 WATER CLOSET (1.6 GPF)it
2 LAVATORIES 9 LAVATORIES 6 LAVATORIES
1 3— COMPARTMENT SINK METER SIZE: 1"METER SIZE: 1"
1 COMMERCIAL DISHWASHER APPROVED
1 JANITOR'S SLOP SINK by the Albemarle County
METER SIZE: AI's"Community Development Department
Date 06) ( 507
File S'NP 2.O0 0Y
Site elan
DESIGNED BY:PROJECT:
HOLLYMEAD TOWN CENTER
REVISION NUMBER:
ENGINEERS DRAWN BY:AREA C, BLOCK 9
7
SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBER:
PLANNERS TITLE:
REVIEWED BY:COVER SHEET C — 1
DCIATES DMJ
SHEET NUMBER:
ad Ia01<in Place
t WWA NUMBER: FILE NAME:DISCIPLINE:SCALE:DATE:
02 Mae:4 H: AS SHOWN OF 1575Mae: 434.984 2700
c, —204225.03 422503C -1 CIVIL V: N/A 10/10/05
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