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Home My WebLink AboutVA199000055 Plan - Approved 2009-05-26``' ` ....... ... .. = �' NOTE APP 1OXIMAT,E AREk OF ERODING BANK. �� / / PRECISE AREA AND S CIFIQ' ER9810N rCONTROf- MEASURE0 INCLfJDItJG BENCHING TO BE/�DETERMINEV ONSITE BY COUNTY ERGINEER-'0'CO0--(RACT'0R 049- CONSULTANT PikIOR�fO ANY D19ffURj3tNG"AG'fIVITIES. /GEgWEB T-6 aE'USFBr WHE,Rt FINISHED �OPES' EXCEED -2 -1 A_R�O T-BE $EfD1ED�WITH CROWNVETCH. �� , - \\ \ \ \ \ ( I / �� ►' / / / / / / / �(�EE BENC t4G- -6-ETAIL ON SHEET 4 572 \ 6 \\ \ j / I / -77 IN \ \ \ \ \ \ \ \ \ 15 - --� - -----_-_- _ is ----------- _--4/4--- S ` IN. \ \ 10 - 4,070 FFELEV /VOTE: SEE S/TE PL.Am GARDEN ic)4 T C H I PREPARED3Y \ROUDABUSH GALE 1 � t ( K! l5' ORAiA/A4 E EASi-ME,V 77.. \� EX /57-lAlq &0- CMP ..... ... ....... .... ..,< 1 1 194.0"- 6 "R V.C. @ 0. so F PROF-IL E (SE- M.H-/ TOP-401,35•'•• /NV 11V= 393.86 /1V 1! OUT-- 393.66 VIG/n//TV MAP _ 5GALE : /" = 2000' SITE 1 DI-4A H=6.39' TOP ELEV.=402.75 INV. OUT=396.36 73.0'-36" RCP @ 0.5% 3 MH-1 H=7.26' TOP ELEV.=403.25 INV. IN=395.99 INV. OUT=395.99 2 DI-4A H=5.83' TOP ELEV.=402.10 INV. OUT=396.27 92,0'-36" RCP @ 0.30% 3 MH-1 H=7.26' TOP ELEV.=403.25 INV. IN=395.99 INV. OUT=395.99 12.0'-15" RCP @ 2.0% BY OTHERS 4- CB. INLET BY OTHERS OVER 12"WATER MA/N. EDGE OF PAVE'ME/VT U.S. ROUTE 29 NORTH APPR0V19L S k ` N \ Q 0 9 59.0/3' Ar POWER POLE 7NV Eq 5Al 7- 2 !v,q iZ-/Z L/EVE 3 vP,e Q x' ALBEMARLE COUNTY DEPARTMENT OF ENGINEERING ALBEMARLE CO. DEPT. OF PLANNING & COMM. DEV. ALBEMARLE COUNTY DEPARTMENT OF ZONING ALBEMARLE COUNTY FIRE MARSHALL/INSPECTIONS ALBEMARLE COUNTY SERVICE AUTHORITY _ VIRGINIA DEPARTMENT OF TRANSPORTATION WE THE UNDERSIGNED OWNERS UNDERSTAND THE APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPCNSIBILITY OF OBTAINING VDOT APPROVAL PRIOR TO ISSUANCE OF BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY. DELFAR LAND TRUST I APPROVED Reviewed and approved by the Albemarle County Engineering Department Date: c Plan # 's Signature GENERAL NOTES 1. THE ABBREVIATION V.D.O.T. MADE HEREAFTER REFERS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION. THE TERM COUNTY REFERS TO THE COUNTY OF ALBEMARLE, VIRGINIA. 2, PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM V.D.O.T. 3. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. UNLESS OTHERWISE NOTED. 4. 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. 5. ALL SLOPES AND DISTURBED AREAS SHALL BE FERTILIZED, SEEDED AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 6. ALL DRAINAGE'.NLETS SHALL HAVE A 2-INCH LOCAL DEPRESSION. 7. PAVED OR RIP -RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 9. UNLESS OTHERWISE NOTED ALL CONCRETE PIrE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 10, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 11. THE OWNER AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS WITH THE COUNTY OF ALBEMARLE AND VIRGINIA DEPARTMENT OF TRANSPORTATION IN ACCORDANCE WITH LOCAL AND STATE POLICY. NO CONSTRUCTION SHALL COMMENCE UNTIL ALL SUCH PERMITS HAVE BEEN SECURED. 12. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL! ;OTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 13. METHODS AND MATERIALS USED IN THE CONSTRUCTION OF SITE IMPROVEMENTS FOR THIS PROJECT SHALL CONFORM TO TEE CURRENT CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE COUNTY OF ALBEMARLE, THE ALBEMARLE COJNTY SERVICE AUTHORITY AND/OR THE VIRGINIA DEPARTMENT OF TRANSPORTATI�N, WHICHEVER IS APPLICABLE, 14. DEVIATIONS OR CHANGES FROM THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER/OWNER AND COUNTY OF ALBEMARLE, ALBEMARLE COUNTY SERVICE AUTHORITY AND/OR THE VIRGINIA DEPARTMENT OF TRANSPORTATION AS APPLICABLE. 15, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL UTILITY COMPANIES WITH COPIES OF PLANS THAT HAVE BEEN APPROVED AND ADVISING THEM THAT ALL GRADING SHALL CONFORM.TO THE APPROVED PLANS, AND FURTHER THAT THE UTILITY COMPANIES SHALL BE RESPONSIBLE FOR HONORING THESE PLANS AND THE FINISHED GRADES IN THE INSTALLATION OF THEIR UTILITY LINES. 16. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE EXISTENCE AND LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT Oc: RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-BW-552-7001) 17. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. 18. ELECTRICAL, TELEPHONE, AND CABLE TV SERVICE TO BE ENGINEERED BY VIRGINIA POWER COMPANY, CENTEL, AND JEFFERSON CABLE RESPECTIVELY. 19. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE AVAILABLE AT THE CONSTRUCTION SITE. 20. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 21. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM 'THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER." WATER & SEWER NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 2. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 20, 1983, AS AMENDED FEBRUAPY21, 1985. 3. ALL WATER AND SEWER LINES SHALL HAVE A THREE FOOT MINIMUM COVER OVER THE CENTERLINE OF THE PIPE. SITE PLAN NOTES 1. BOUNDARY INFORMATION TAKEN FROM SURVEY PREPARED BY R.O.SNOW INC., CERTIFIED LAND SURVEYORS, CHARLOTTESVIL -c, VIRGINIA. TOPOGRAPHIC AND EXISTING UTILITIES SURVEYED BY R.O.SNOW INC., CERTIFIED LAND SURVEYORS, CHARLOTTESVILLE, VIRGINIA. 2, BENCH MARK: U.S.G.S. - R.R. SPIKE SET IN ELECTRIC POLE VL57 ON FEDERAL EXPRESS SITE. ELEVATION 400.26. (SEE SHEET 4 FOR BENCHMARK LOCATION.) EZ EV. OASCo ON v.S. C. & G S DA 7LI44. 3. SOILS INVESTIGATIONS WERE UNDERTAKEN ON THIS SITE BY E.O. GOOCH AND ASSOCIATES, CHARLOTTESVILLE, VIRGINIA. 4. ALL HANDICAP CURB CUTS SHALL COMPLY WITH VDOT CG-12. 5, ALL PARKING SPACES SHALL BE 10'-0" X 18'-0". ALL HANDICAP PARKING SPACES SHALL BE 13'-0" X 18'-0". 6. DISPLAY VEHICLES WILL ONLY BE PARKED IN AREAS DESIGNATED FOR THAT USE. 7. THIS SITE IS NOT LOCATED WITHIN A WATERSHED TO A RESERVOIR. 8. STORMWATER DETENTION WILL BE PROVIDED BY USE OF OVERSIZED PIPES. 9. FOR FRONTAGE ROAD DESIGN SEE ROAD PLANS PREPARED BY ROUDABUSH, GALE & ASSOCIATES. 10. ALL LIGHTS TO BE DIRECTED TOWARD SITE, AWAY FROM ADJACENT PROPERTIES AND PUBLIC ROADWAY. LIGHT FIXTURES SHALL NOT GENERATE MORE THAN 1/2 FOOTCANDLE LIGHT INTENSITY ON ADJACENT PROPERTIES. 11. CUSTOMER PARKING SHALL BE DELINEATED BY YELLOW PAVEMENT LINES AND "CUSTOMER PARKING ONLY" SIGNS PAINTED WITHIN THE PARKING SPACES ON THE PAVEMENT. SITE DATA TAX MAP AND PARCEL NUMBER T.M.45 B (1)-5-C-4 MAGISTERIAL DISTRICT CHARLOTTESVILLE SITE AREAS BUILDING DISPLAY AREA 0.07 AC (6.1%) SERVICE AREA 0.07 AC (6.1 /)LL7 yh P� PARKING AND AISLES 0.53 AC (46.5%) ;,d LANDSCAPED AREA 0.47 AC (41.3%) TOTAL SITE AREA 1.14 AC MAXIMUM SQUARE FOOTAGE 6000 S.F. Qr MAXIMUM BUILDING HEIGHT 35'-0" 6 NUMBER OF EMPLOYEES 6 EXISTING ZONING HC OWNER/DEVELOPER DELFAR LAND TRUST ARCHITECT COLEMAN-ADAMS CONSTRUCTION, INC. PROPOSED PARKING 11 SPACES, INCLUDING 2 HANDICAP REQUIRED PARKING 11 SPACES BASED ON SECTION 4.12.6.6.2.OF THE ALBEMARLE COUNTY ZONING ORDINANCE: 1 SPACE PER 1500 SQUARE FEET OF DISPLAY AREA (16,500/1500=11 SPACES) EXISTING LANDSCAPE PREDOMINANTLY CONIFEROUS WOODLAND LEGEND BITUMINOUS CONCRETE SURFACE(VDOT S-5)......................................... CONCRETE CURB (VDOT CG-6)........................................................................ EXISTINGCONTOURS ............. .......... ................................................................. ---g/6--- PROPOSEDCONTOURS..................................................................................... a4 STORMDRAIN PIPE(R.C.P.)............................................................................... - - - PROPOSED STORM DRA!N PIPE(R.C.P.)........................................................ euDwcw CURBINLET (VDOT DI-4)......................................................................................� Di-1CH IN! --ET ('DOT D;-)................................................................................... SPOTEL.EVATIONS.................................................................................._.......... _-t- • W U o U ♦ j/J q. ,",-o M L � G j1 C� e' 0 �Wz�,WZ Q44 c� Z °�� z 00.Q)Qc (j �j 0 OIqO �� u v♦ F. II \ ti 00 °O O Z p 'd 0