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HomeMy WebLinkAboutSDP200600066 Plan - Approved 2007-07-09i I qmp GENERAL NOTES: 1. DEVELOPER: HOOD PROPERTIES, INC. 2235 STAPLE MILL ROAD, STE. 202 RICHMOND, VA 23230 CONTACT: RICK HOOD 804) 355 -9161 7Mj 061, PARCEL 122A ZONED: C1/EC TMJ 061, PARCEL 122 ZONED: C01EC PROPOSED ZONING C1/EC THE FOLLOWING LOT AND BUILDING COVERAGES ARE: Ba 061 -122A EXISTING USE. GAS STA TTON /COMMERCIAL PROPOSED USE. RETAIL /COMMERCIAL PROPOSED LOT ACREAGE: 1.5AC. AREA OF OPEN SPACE. 0.3AC. (20X) IMPERVIOUS AREA: 1.2AC. a& 061 -122 EXIS77NG USE: BANK /COMMERCIAL PROPOSED USE: BANK /COMMERCIAL PROPOSED LOT ACREAGE: 0.98AC. AREA OF OPEN SPACE. 0.25AC. (26X) IMPERVIOUS AREA: 0.73AC. 2 THE SCOPE OF WORK FOR THIS PROJECT SHALL CONSIST OF THE DEMOL177ON OF THE EXISTING GAS STA 770N AND ASSOCIA 7E0 BUILDING STRUCTURES, UTILITIES, SIDEWALKS AND PAVING. THE PROJECT SHALL ALSO INCLUDE THE CONS7RUC7700V OF A 15,180 SQUARE FOOT MIXED -USE COMMERCIAL BUILDING AS WELL AS NEW SIDEWALK, PAVING AND CURB AND GUTTER. ADDITIONAL SI7E IMPROVEMENTS SHALL ALSO CONSIST OF AN UNDERGROUND DETENTION, NEW WATER AND SANITARY SERVICES TO THE SHOPS AND PAVEMENT RESURFACING AT THE EXISTING WACHOVIA BANK CURRENTLY SCHEDULED TO REMAIN. J. TOTAL DISTURBED AREA: 211 ACRES, A VSMP PERMIT WILL BE REQUIRED. 41 4. NO DEMOLITION, S17E WORK, OR GRADING IS PERMITTED PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT ISSUED BY THE CITY INSPECTIONS OFFICE. 5. ALL EROSION /STORMWA TER MANAGEMENT MEASURES MUST BE DEWA 7ERED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY AND ALL TEWORARY EROSION MUST BE REMOVED WITHIN 30 DAYS OF PERMANENT STABILIZA7700V OF THE SI7E 6. ALL CONSTRUCTION STAGING, LOADING, TEMPORARY PARKING, AND LAYDOWN AREAS SHALL BE COORDINATED WITH THE OWNER PRIOR TO ANY CONSTRUCTION OR DEMOLITION ACTIVITIES. 7 CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND /OR NUISANCE AIRBORNE OUST FROM LEAVING THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING NHA7EVER MEASURES ARE NECESSARY TO CORRECT AND /OR COMPENSATE BORDERING PROPERTY 0W4ERS AND 7HE OWNER FOR ALL DAMAGES DUE TO DUST. 8. THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE KITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE STANDARDS AND SPEC IF7CA TIONS AND BEDFORD COUNTY PUBLIC SERVICE AUTHORITY MASTIER SPECIFICATIONS. 9. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL PERMITS AND BONDS AS DEEMED NECESSARY BY THE LOCAL AUTHORITY. 10. CONTRACTOR SHALL BE REQUIRED TO CONTACT VDOT PRIOR TO AN Y ACTIVITY WI7H/N 7HE VDOT RIGHT OF WAY TO OBTAIN THE REQUIRED PERMITS J& 11. CONTRACTOR SHALL CONTACT THE OWNER IN WRITING NOT LESS THAN 30 DAYS MIN /MUM PRIOR TO ANY DEMOL17701V AND /OR CONSTRUC7701V AC77W TY TO VERIFY MARKING OF EXIS77NG U77LITY SERVICES CONTRACTOR TO NOTIFY ALBEMARLE COUNTY PLANNING DIRECTOR IN WRITING 48 HOURS PRIOR TO BEGINNING ANN WORK ON SITE 12. CONTRACTOR SHALL REFER TO THE ARCH17ECTURAL DRAWINGS PROVIDED BY 7HE ARCH17E'CT FOR THE EXACT BUILDING LOCA77ON AND DIMENSIONS 13. CONTRACTOR TO REPLACE ALL PROPERTY CORNERS, IRON PINS, BENCHMARKS, AND ANY OTHER SURVEY MARKERS AT HIS EXPENSE AFTER COMPLETION OF PROJECT. 14. CONTRACTOR TO PROVIDE ALL NECESSARY TRAFFIC CONTROL PER MOST RECENT VIRGIN /A DEPARTMENT OF 7RANSPORTA77ON (VDOT) SPECIFICATIONS DURING CONSTRUC710N ALONG RIO ROAD AND SEMINOLE TRAIL (ROUTE 29). 15. CONTRACTOR RESPONSIBLE FOR COORDINATING WIN U77LITY COMPANIES AS NECESSARY PRIOR TO COMMENCING ANY CONSTRUC7I0N AC77VITY. 16. PROPERTY SHALL BE SERVED BY PUBLIC SEWER AND WATER BY ALBEMARLE COUNTY. ALBEMARLE COUNTY ENdNEER/NG GENERAL CONSTRUC770N NOTES FOR SITE PLAN& 1. PRIOR TO ANY COINSTRUC770N WI7HWV ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION 70 ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FAR THE WROINIA DEPARZIWENT OF 7RAN9 (VDOT). 7HIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS AF THE PERMIT. WIiLW ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2 ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSMUC7700V METHODS SHALL CONFORM 70 CURRENT SPEC*7CA7)ANS AND STANDARDS OF VWT UNLESS OTHERNISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WTH THE APPROVED ERO90N 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. THE MAXIMUM ALLOWABLE SLOPE IS 2- (HORTIZONAL: VERTICAL). WOW REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR 9ET7E7R ARE TO BE ACHIEVED. 5 PA VED, RIP -RAP OR STABILIZA 77ON MA T LINED DITCH MA Y BE REQUIRED WEN IN THE OPINION OF THE ALBERMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR(S) DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZED A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM/ WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES Z UNLESS OTHERWISE NO7ED ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE - CLASS N. 8. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FAR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). SOURCE OF TITLE: (TM# 61 - 122) THE AREA SHOWN WAS ACQUIRED BY NATIONAL BANK & TRUST COMPANY FROM ROCKBRIDGE REALTY, INC. BY DEED DATED OCTOBER 15, 1970 AS RECORDED IN D.B. 479, PG. 205 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. SOURCE OF TITLE: (TM# 61 -122A) THE AREA SHOWN WAS ACQUIRED BY SAMUEL J. JOSEPH, JR. AND JANET A. JOSEPH FROM SAMUEL J. JOSEPH, JR. AND JANET A JOSEPH BY DEED DATED SEPTEMBER 8, 1999 AS RECORDED IN D.B. 1856, PG. 264 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. I k I 4rial A "rml FOR WACHOVIA BANK AT THE SHOPS AT RIO ROAD CHARLOTTESVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA EMINQLL ?NAIL. RTE, 28 (N-B-L.) vNaARE wonH R/v) THE FOLLOWING VARIANCES WERE GRANTED BY THE BOARD OF SUPERVISORS ON MAY 3, 2006. REFER TO ZMA 2005 -010: WACHOVIA AND SHOPS AT RIO ROAD VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES CHART TAKEN FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (JULY 1992) CE TEMPORARY CONSTRUCTION ENTRANCE O SILT FENCE IP INLET PROTECTION DD TEMPORARY DIVERSION DIKE O TEMPORARY SEEDING PS PERMANENT SEEDING MU MULCHING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND /OR NUISANCE AIRBORNE DUST FROM LEA VING THE SI TE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING WHA 7EVER MEASURES ARE NECESSARY TO CORRECT AND /OR CONPENSA TE BORDERING PROPERTY OWNERS AND THE OWNER FOR ALL DAMAGES DUE TO DUST. NMEh 1 11N Ijr A ;I C 0.0 COVER SHEET 40 20 0 40 80 mmold C 1.0 EXISTING CONDITIONS AND `RAPMC SCALE IN FEET C 2.0 C 2.1 C 3.0 C 3.1 C 4.0 C 4.1 C 4.2 4.3 15.0 16.0 7.0 DEMOLITION PLAN PHASING PLAN SITE PLAN UTILITY PLAN PROFILES EROSION CONTROL AND GRADING PLAN PHASE 1 EROSION CONTROL AND GRADING PLAN PHASE 2 EROSION CONTROL AND GRADING PLAN PHASE 3 FINISH GRADING PLAN SITE DETAILS UTILITY DETAILS FOR COUNTY REVIEW AND APPROVAL NOTA ]IONS EROSION AND SEDIMENT VIRGINIA CERTIFIED RESPONSIBLE LAND DISTURBER z RTE. 43 = WSITE c W Q „ W o °C r O IQOdC U. La L16 o > T.. k PCHARLOTTESVILLE` z O u m N N N.T.S. * z (4 z M M VICINITY MAP on- N J o PROPOSED o IPs IRON P/N SET EXISTING PROPERTY LINE LIMITS OF CONSTRUCTI0N 0 STORM INLET STORM SEWER X - SILT FENCE PROPOSED 10' CONTOUR 02 PROPOSED 2' CONTOUR DIVERSION DITCH TEMPORARY CONSTRUCTI0N EN TRANCE HEAVY DUTY PAVEMENT 1.5" OVERLAY PAVEMENT 1, OWNERIDEVELOPER, AM AWARE OF THE S 17F DESIGN REQUIREMENTS IMPOSED BY THE SITE DEVELOPMENT PLAN AND OTHER APPLICABLE COUNTY CODES. I HEREBY CERTIFY THAT / AGREE TO COMPLY WITH THESE REQUIREMENTS, UNLESS MODIFIED IN ACCORDANCE WIN LOCAL LAW. OWNER DATE COMMONWEALTH AT LARGE TO WIT- COUNTY/CITY OF I, . A NOTARY PUBLIC IN AND FOR THE STATE AFORESAID, DO HEREBY CERTIFY THAT THE OWNERS /REPRESENTATIVES WHOSE NAMES ARE SIGNED HEREON HAVE ACKNOWLEDGED THE SAME BEFORE ME THIS DAY OF 20 MY COMMISSION EXPIRES: NOTARY PUBLIC APPROVALS ELGEND IPF IRON PIN FOUND IPS IRON PIN SET WELL w ELECTRIC POLE ELECTRIC MANHOLE O ELECTRIC PEDISTAL GUY WIRE n TELEPHONE POLE o TELEPHONE PEDESTAL j TELEPHONE MARKER Q TELEPHONE MANHOLE co CLEANOUT 0 WATER METER WATER VALVE Q)STORM MANHOLE SANITARY MANHOLE FIRE HYDRANT LIGHT POLE EDGE OF PAVEMENT EDGE OF GRAVEL EDGE OF CONCRETE CREEK Gv GAS VALVE GAS METER GAS MARKER BENCHMARK SIGN WELL GUARDRAIL OF WOODS x -x-FENCE O+ E-OVERHEAD ELECTRIC OH T-OVERHEAD TELEPHONE OH cTv OVERHEAD CABLE TV uc cTv -UG CABLE TELEVISION UG E-UG ELECTRIC LINE UG F UG FIBER OPTIC LINE UG c UG GAS LINE ss -UG SAN. SEWER LINE uc T-UG TELEPHONE LINE w -UG WATER LINE CONCRETE BRICK z RTE. 43 = WSITE c W Q „ W o °C r O IQOdC U. La L16 o > T.. k PCHARLOTTESVILLE` z O u m N N N.T.S. * z (4 z M M VICINITY MAP on- N J o PROPOSED o IPs IRON P/N SET EXISTING PROPERTY LINE LIMITS OF CONSTRUCTI0N 0 STORM INLET STORM SEWER X - SILT FENCE PROPOSED 10' CONTOUR 02 PROPOSED 2' CONTOUR DIVERSION DITCH TEMPORARY CONSTRUCTI0N EN TRANCE HEAVY DUTY PAVEMENT 1.5" OVERLAY PAVEMENT 1, OWNERIDEVELOPER, AM AWARE OF THE S 17F DESIGN REQUIREMENTS IMPOSED BY THE SITE DEVELOPMENT PLAN AND OTHER APPLICABLE COUNTY CODES. I HEREBY CERTIFY THAT / AGREE TO COMPLY WITH THESE REQUIREMENTS, UNLESS MODIFIED IN ACCORDANCE WIN LOCAL LAW. OWNER DATE COMMONWEALTH AT LARGE TO WIT- COUNTY/CITY OF I, . A NOTARY PUBLIC IN AND FOR THE STATE AFORESAID, DO HEREBY CERTIFY THAT THE OWNERS /REPRESENTATIVES WHOSE NAMES ARE SIGNED HEREON HAVE ACKNOWLEDGED THE SAME BEFORE ME THIS DAY OF 20 MY COMMISSION EXPIRES: NOTARY PUBLIC APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING 1 q O 7 ENGINEER 7131 INSPECTIONS ARB S v DEPARTME F RESCUE4AI o4-2.9 -6 ALBEMAR COUNTY SERVICE A 6Z7o7 VIRGINIA DEPARME T O NSPORTATLDNQ y Z3 D CONTROL DETAILS DA TE I 8.0 LIGHTING DETAILS - 1 06126106 1.0 SITE LIGHTING PLAN PHONE COMPANY 2 121 1 1.0 LANDSCAPE PLAN 3 01104107 ADDRESS 4 1 24 07 1 2.0 LANDSCAPING DETAILS 5 3102107 Jun 14, 2007 - 9:3: HURT DESCRIPTION OF REV7S1ON PROFFITT PER COUNTY COMMENTS PER COUNTY COMMENTS PER COUNTY COMMENTS PER COUNTY COMMENTS PER W DOT, COMM,, SERWCE AUTHORITY 001I4/EWTS PER ALMEMARLE SERVICE AUTHORITY COMM OS m V: \LondProjects \20050260 \dwq \COVER- R1.dwq SHEET N0. C 000 04 Q z 0 99 _ O Z o a W W aQUj0* W co o 0 z IAVQo m W J Q W O r 0 Q Q 3 = PROJECT NO. 20050260 G.L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06 /26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR /RKW ILIA A. R05ADO Uc. No. 038196 06/1 5/07 o o t7 Z d t7 Z p W W Q T-4 W O LA fA 0 Z LLI J X Z O Z N O a W d p > t W hoc Z W Ous=NAit Z 1NZ DEMOLITION LEGEND TBR X )X LIMITS OF DEMOLI770N/CONSMUC770N TO BE REMOVED (78R) SA WCUT TREE TO BE REMOVED TO BE REMOVED TREE PRO TFC77ON THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. BEN oD* ELE DA1 VAVtMCiv 4 U.S. RTE. 29 (N.B.L.) 1 TOP I O J 1 vnwl T 1 ' " - so (VARIABI wiDTH R /w) TOP TO BE RESET T DETAIL WP -2 ON s PROPOSED GRADES SHEET C5.0) SEE SHEET C4.3) N07FS.• 1. THIS TOPOGRAPHY HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE DATED APRIL 1, 2005 AND THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN. 2. THIS TOPOGRAPHY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT, THEREFORE, NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. 3. THE AREA SHOWN HEREON IS LOCATED IN FLOOD HAZARD ZONE 'X' AND IS NOT LOCATED WITHIN FLOOD HAZARD ZONE 'A' FOR A 100 YEAR FLOOD AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY AS SHOWN ON COMMUNITY -PANEL MAP #51003CO278D DATED FEBRUARY 5, 2005. 4. THIS PROPERTY IS SUBJECT TO RESTRICTIONS REFERRED TO IN D.B. 355, PG. 465 OF THE CIRCUIT COURT CLERK'S OFFICE OF ALBEMARLE COUNTY, VIRGINIA 5. PROPERTY LINES SHOWN HEREON ARE FROM RECORD INFORMATION AND HAVE ONLY BEEN TIED DOWN IN THE FIELD ADEQUATELY ENOUGH TO USE FOR GENERAL INFORMATION PURPOSES ONLY. NO BOUNDARY SURVEY HAS BEEN PERFORMED AT THIS TIME. 6. THE SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT AREA THAT MAY NOT BE SHOWN HEREON. THE OWNER /CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE MISS UTILITY 1- 800 - 522 -7001 REQUEST A 48 HOUR EXCAVATION TICKET BEFORE STARTING OF EXCAVATION /GROUND DISTURBANCE OF ANY KIND. DEMOLITION NOTES: 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR PRIOR TO OBTAINING A LAND DISTURBANCE PERMIT FROM ALBEMARLE COUNTY. 2. ALL EXCESS AND UNSUITABLE MATERIAL TO BE DISPOSED OF BY CONTRACTOR, NO BURNING IS ALLOWED ONSITE. 3. CONTRACTOR RESPONSIBLE FOR COORDINATION WITH ALL APPLICABLE UTILITY COMPANIES AS NECESSARY DURING CONSTRUCTION AND DURING RELOCATION OF EXISTING UTILITIES. 4. UNDERGROUND UTILITIES NOT VERIFIED IN FIELD. NOT ALL UNDERGROUND UTILITIES MAY BE SHOWN. 5. CONTRACTOR TO SUPPLY ALBEMARLE COUNTY WITH THE NAME AND CERTIFICATION NUMBER OF THE RESPONSIBLE LAND DISTURBER AND POST THE LAND DISTURBANCE BOND AT THE AMOUNT SET BY ALBEMARLE COUNTY WHEN OBTAINING THE LAND DISTURBANCE PERMIT. 6. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, BONDS, AND FEES AT HIS EXPENSE FOR THIS PROJECT THAT HAVE NOT BEEN OBTAINED BY OWNER. CONTRACTOR SHALL COORDINATE WITH OWNER. 7. CONTRACTOR TO NOTIFY ENGINEER AND APPLICABLE UTILITY SERVICE PROVIDER OF ANY CONFLICTS WITH UNDERGROUND UTILITIES. 8. ALL EXISTING PAVEMENT AND CURB & GUTTER WITHIN THE LIMITS OF CONSTRUCTION SHALL BE REMOVED AND DISPOSED OFF -SITE. 9. CONTRACTOR TO COORDINATE WITH VDOT 48 HOURS PRIOR TO CONSTRUCTION WITHIN RIGHT OF WAY OF SEMINOLE TRAIL (ROUTE 29) AND RIO ROAD (ROUTE 631). 10. REFER TO SUBDIVISION PLAT BY HURT & PROFFITT, INC. FOR VACATION OF LOT LINES. 11. CONTRACTOR TO PROTECT EXISTING SANITARY SEWER MANHOLES AND CONVEYANCE LINES SCHEDULED TO REMAIN AND WATER METER. CONTRACTOR TO COORDINATE ANY ADJUSTMENTS IN THE FIELD WITH THE ENGINEER. Y SEWER JLE 20 1.91 SEWER JLE 3.78 9 52 4 6 OP INLET 3.0 4 0 iOLE= 503.42 OP INLET 4 OP INLET 7 .0 E =501.3 OP INLET 9 E =508.8 i OLE= 509.27 DROP INLET ELEV. AT MANHOLE= 508.94 INV.IN =502.4 DROP INLET ELEV. AT GRATE =502.9 Ik1 \/ ann A ODI -3B,• 4' THROAT TOP = 504.52 INV IN = 499.33 (STRCT 4B) INV OUT = 499.23 FILE NO. G -11410 OSTORMfA LEGEND OIPF IRON PIN FOUND IPS IRON PIN SET WELL m ELECTRIC POLE ELECTRIC MANHOLE 0 ELECTRIC PEDISTAL GUY WIRE n TELEPHONE POLE o TELEPHONE PEDESTAL M TELEPHONE MARKER Q TELEPHONE MANHOLE co CLEANOUT WATER METER D4 wv WATER VALVE STORM MANHOLE O SANITARY MANHOLE o FIRE HYDRANT LIGHT POLE EDGE OF PAVEMENT EDGE OF GRAVEL EDGE OF CONCRETE CREEK rlv GAS VALVE GAS METER GAS MARKER BENCHMARK SI GN WELL GUARDRAIL EDGE OF WOODS x -x-FENCE OH E-OVERHEAD ELECTRIC OH T-OVERHEAD TELEPHONE oH CTV-OVERHEAD CABLE TV UG CTv -UG CABLE TELEVISION UG E-UG ELECTRIC LINE UG F -UG FIBER OPTIC LINE UG G-UG GAS LINE SS -UG SAN. SEWER LINE UG T-UG TELEPHONE LINE W-UG WATER LINE 0 CONCRETE BRICK DEMOLITION LEGEND TBR X )X LIMITS OF DEMOLI770N/CONSMUC770N TO BE REMOVED (78R) SA WCUT TREE TO BE REMOVED TO BE REMOVED TREE PRO TFC77ON THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. BEN oD* ELE DA1 VAVtMCiv 4 U.S. RTE. 29 (N.B.L.) 1 TOP I O J 1 vnwl T 1 ' " - so (VARIABI wiDTH R /w) TOP TO BE RESET T DETAIL WP -2 ON s PROPOSED GRADES SHEET C5.0) SEE SHEET C4.3) N07FS.• 1. THIS TOPOGRAPHY HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE DATED APRIL 1, 2005 AND THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN. 2. THIS TOPOGRAPHY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT, THEREFORE, NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. 3. THE AREA SHOWN HEREON IS LOCATED IN FLOOD HAZARD ZONE 'X' AND IS NOT LOCATED WITHIN FLOOD HAZARD ZONE 'A' FOR A 100 YEAR FLOOD AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY AS SHOWN ON COMMUNITY -PANEL MAP #51003CO278D DATED FEBRUARY 5, 2005. 4. THIS PROPERTY IS SUBJECT TO RESTRICTIONS REFERRED TO IN D.B. 355, PG. 465 OF THE CIRCUIT COURT CLERK'S OFFICE OF ALBEMARLE COUNTY, VIRGINIA 5. PROPERTY LINES SHOWN HEREON ARE FROM RECORD INFORMATION AND HAVE ONLY BEEN TIED DOWN IN THE FIELD ADEQUATELY ENOUGH TO USE FOR GENERAL INFORMATION PURPOSES ONLY. NO BOUNDARY SURVEY HAS BEEN PERFORMED AT THIS TIME. 6. THE SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT AREA THAT MAY NOT BE SHOWN HEREON. THE OWNER /CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE MISS UTILITY 1- 800 - 522 -7001 REQUEST A 48 HOUR EXCAVATION TICKET BEFORE STARTING OF EXCAVATION /GROUND DISTURBANCE OF ANY KIND. DEMOLITION NOTES: 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR PRIOR TO OBTAINING A LAND DISTURBANCE PERMIT FROM ALBEMARLE COUNTY. 2. ALL EXCESS AND UNSUITABLE MATERIAL TO BE DISPOSED OF BY CONTRACTOR, NO BURNING IS ALLOWED ONSITE. 3. CONTRACTOR RESPONSIBLE FOR COORDINATION WITH ALL APPLICABLE UTILITY COMPANIES AS NECESSARY DURING CONSTRUCTION AND DURING RELOCATION OF EXISTING UTILITIES. 4. UNDERGROUND UTILITIES NOT VERIFIED IN FIELD. NOT ALL UNDERGROUND UTILITIES MAY BE SHOWN. 5. CONTRACTOR TO SUPPLY ALBEMARLE COUNTY WITH THE NAME AND CERTIFICATION NUMBER OF THE RESPONSIBLE LAND DISTURBER AND POST THE LAND DISTURBANCE BOND AT THE AMOUNT SET BY ALBEMARLE COUNTY WHEN OBTAINING THE LAND DISTURBANCE PERMIT. 6. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, BONDS, AND FEES AT HIS EXPENSE FOR THIS PROJECT THAT HAVE NOT BEEN OBTAINED BY OWNER. CONTRACTOR SHALL COORDINATE WITH OWNER. 7. CONTRACTOR TO NOTIFY ENGINEER AND APPLICABLE UTILITY SERVICE PROVIDER OF ANY CONFLICTS WITH UNDERGROUND UTILITIES. 8. ALL EXISTING PAVEMENT AND CURB & GUTTER WITHIN THE LIMITS OF CONSTRUCTION SHALL BE REMOVED AND DISPOSED OFF -SITE. 9. CONTRACTOR TO COORDINATE WITH VDOT 48 HOURS PRIOR TO CONSTRUCTION WITHIN RIGHT OF WAY OF SEMINOLE TRAIL (ROUTE 29) AND RIO ROAD (ROUTE 631). 10. REFER TO SUBDIVISION PLAT BY HURT & PROFFITT, INC. FOR VACATION OF LOT LINES. 11. CONTRACTOR TO PROTECT EXISTING SANITARY SEWER MANHOLES AND CONVEYANCE LINES SCHEDULED TO REMAIN AND WATER METER. CONTRACTOR TO COORDINATE ANY ADJUSTMENTS IN THE FIELD WITH THE ENGINEER. Y SEWER JLE 20 1.91 SEWER JLE 3.78 9 52 4 6 OP INLET 3.0 4 0 iOLE= 503.42 OP INLET 4 OP INLET 7 .0 E =501.3 OP INLET 9 E =508.8 i OLE= 509.27 DROP INLET ELEV. AT MANHOLE= 508.94 INV.IN =502.4 DROP INLET ELEV. AT GRATE =502.9 Ik1 \/ ann A ODI -3B,• 4' THROAT TOP = 504.52 INV IN = 499.33 (STRCT 4B) INV OUT = 499.23 FILE NO. G -11410 OSTORMfA GA 7E TOP 501.00 STORM DIE STRUCTURE SCHEDULE STORM RL TER TOP = 500.00 O D1 - 1=TOP 502.00 TOP = 499.90 INV IN = 491.66 INV IN - 49723 (S7RCT 4C) INV OUT= 500.00 INV IN = 491.59 O INV IN = 490.94 1 NV IN = 490.72 NV OUT = 491.59 INV OUT = 495.00 INV OUT= 490.84; (1F) O INV OUT = 488.42 ROSADO INV IN = 496.35 (S7RCT 1D) INV OUT = 490.84 O MH O Dl -1 TOP = 501. 00ODI -1; DETENTION CONTROL STRUCTURE 498.00 INV IN = 494.00 TOP = 501.00 INV IN = 490.76 (1A)INV OUT = 491.73 INV IN - 491.02 (S7RCT 2A)INV IN = 488.30 (1E) INV IN = 491.02 (S7RCT 1C)INV OUT = 488.20 INV OUT = 491.02 (15 W/ OR /FACE PLATE_D1 -3B,• 4' THROAT x DI_1 TOP = 501.00 TOP - 505.47 TOP = 499.90 INV IN = 491.66 INV IN - 49723 (S7RCT 4C) INV OUT= 500.00 INV OUT - 491.66 O INV IN = 495.90 (S7RCT 30) 1 r06115/07TOP = 503.25 INV OUT = 495.00OMHTOP501.20 INV IN = 491.07 (S7RCT 3A)O Dl - 38, 4' THROAT ROSADO INV IN = 496.35 (S7RCT 1D) INV OUT = 498.16 TOP = 500.15 038196 DI -38; 4' THROAT TOP = 505.70 INV OUT = 491.06 INV IN = 495.00 INV OUT = 491.83 INV OUT= 500.00 DI-1f0TOP = 501.65 O 15" YARD DRAIN INV OUT= 497.10 TOP = 499.00 INV OUT = 496.00 30 15 0 30 60 GRAPHIC SCALE IN FEET aZ Q Z O c z 0 0 > z 0O 2 Q U W W j 0 o a W z co Q 0 v ' Q U, w Z Q u H Z aWZm o Q u -> z LLI o Q a W v PROJECT NO. 20050260 G.L. NO. 151- 15 -D4.7 DATE: 06 /26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR /RKW O15'YARD DRAIN Hp TOP - 505.47 INV OUT= 500.00 O Dl -1 r06115/07TOP = 503.25 INV IN = 498.26 ROSADO INV OUT = 498.16 038196 HURT PROFFITT 2% 2 101104107 PER COUNTY COMMENTS 5 03 02 07 PER VDOT COMMENTS S 105117107 PER AL"ARLE SERVICE AUIHARITY CAIMIEN7S Jun 14. 2007 - 9:33am V: Land Proiects 20050260 dwq EXISTING.dwq SHEET NO. C 1.0 40, 0 Z Z a . 7 Z p ilul W W H t O C ac J 2 to LAJ Z O Z N 0 ZONE 2 ZONE I SH PPlNr, (`NV'R ASSOCIATES LY V = N W WQ1CONSTRUCTIONPHASINGNOTES• N u G.H. 1536. PG. 26 Z Ln M m Sim VAINTE ELECTRIC AND POWER COMPANY AINTENANCE EASEMENT THE PRO SHALL BE CONSTRUCTED IN ACCORDANCE W17H THE LISTED PHASES AND STAGINGM D.B. 525 Pc. 472 UNLESS DIRECTED OTHERWISE IN 14RI77NG BY THE ENGINEER. VEHICULAR /NGRESSAGRESS TO THEPHASE3PHASEEX /STING WACHOVIA MUST BE MAINTAINED AT ALL TIMES AT ETHER EXISTING ENTRANCE. OVERLAP mm w © IN CONSTRUC770N PHASES WILL BE NECESSARY IN THE AREA OF 774E NEW ENTRANCE ALONG RTE aoR i / ENSW UGHT pqE 29 AND THE PROPOSED BUILDING TO ACCOMMODATE THE CONSIRUC710N OF THE PROPOSED 8-EC. Box i I m K _ .. BUILDING, ENTRANCE AND STORM SEWER SYSTEM. c 0/4 THE CONTRACTOR SHALL SUBMIT TO THE OWNER/ENGINEER FOR APPROVAL, A SCHEDULE SHOWING WORK TO BE ACCOMPLISHED IN EACH CONSTRUC7701V PHASE AND TRAFFIC CONTROL. A LAND DISTURBING PERMIT MUST BE ACQUIRED PRIOR TO ANY DEMOLITION OR CONSTRUCTION A C 71 VI77ES FOR THE EN71RE PROXCT. PHASE P -- CQUIR£ ALL TEMPORARY CONSTRUC7701V EASEMENT PERMITS FOR OFFS17F CONSTRUC770N O r -,--__ _ IN VDOT RIGHT OF WAY AND ADJACENT PROPERTIES. 1. COORDINATE WI7H THE OWNER FOR VEHICULAR AND PEDESTRIAN CHANNEUZ/NG, 7RAFF"IC FLOW AND CONTROL PER 774E APPROVEO CONSTRUCTION SEQUENCE SCHEDULE. O ANSFORM `- 2. INSTALL TEMPORARY PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. ' J. INSTALL TEMPORARY TRAFFIC CONTROL MEASURES PAVEMENT SIDEWALKS ETC.4. DEMOL/710N OF EXISTING HARDSCAPE (e. g. CURB & GUTTER, ) w --538 5. INSTALL PROPOSED UNDERGROUND U71L/71ES, f7L TERRA WATER QUALITY STRUCTURES (WITH D^ 4 INLET PROTEC77ON), DETFN770N SYSTEM COUPONENT5 AND 77E -IN TO EXIS77NG SY57FM. ZPHASEOGu6. CONSTRUCT RETAINING WALL„ SIDEWALKS, HANDICAP RAMPS, EXTERIOR CONCRETE STAIRS zAR PHASE 3 A COD RAILING, CURB & GUTTER, SIDEWALKS AND BASE COURSE FOR PAVING 107H SEAL QAND /\ \ 7. INSTALL LANDSCAPING ON THE EAST, SOU7H, AND WEST SIDES OF ZONE 1 r 7 - ` O I ERL A P CONSTRUCTION AREA AS SHOWN ON THIS SHEET. LANDSCAPING ON THE NORTH SIDE OF V my THE PHASE 1 CONSTRUC770N AREA TO BE INSTALLED DURING PHASE 3 CONSTRUCTION. AREA 3 , 2.4• `= 8. STABILIZE DISTURBED AREAS W774 PERMANENT SEEDING AND MULCHING. Z x 9. REMOVE TEMPORARY TRAFFIC CONTROLS. O 4 N PHASE 2: Y \ I \ \ I I \ \ :,' __ "•'. na ACQUIRE ALL 7><MPORARY CONSTRUCTION EASEMENTS AND ENTRANCE CONSTRUCTION PERM175 a WFOROFFS17ECONSTRUC7701VINVDOTRIGHTOFWAY. W 1. COORDINATE WITH THE OWNER FOR VEHICULAR CHANNEUZ/NG AND TRAFFIC FLOW PER THE J APPROVED CONSTRUCTION SEQUENCE SCHEDULE. 2. INSTALL TEMPORARY PER /METER EROSION AND SEDIMENT CONTROL MEASURES. j J. TMPORARY TRAFFIC CONTROL MEASURES ELE'`JATION. 508.65 I \ \ `'` 4. DEMOL17701V OF EXIS77NG HARDSCAPE (E. G. CURB & GUTTER, PAVEMENT, SIDEWALKS, ETC.) DATOM NAI` 88 (GE(;•: ,,:'::'..Y•',. \ \ \ `• , 5. INSTALL UNDERGROUND U77U77ES, FINAL DETFN7)ON SYSTEM COMPONENTS, WATER SERVICE V 77E -IN TO EXIS77NG SERVICE, PIPE AND METER BOX. ALL U77LI77ES INTERRUP710NS MUST BE PHASE 2 - COMMENC DEMOL177ON ORAPPROVEDBYTHEOWNER /N WRITING PRIOR TO COMMENC MEN OF ANY A \\ \ , ', ., . CONSTRUCTION. IAj6. CONSTRUCT SIDEWALKS, PAVING AND CURB AND GUTTER. L 6. STABILIZE DISTURBED AREAS WI7H PERMANENT SEEDING AND MULCHING. Z REMOVE TEMPORARY TRAFFIC CONTROLS. a 0 L 1 • t ` ', "• C : ^`; ` • N • 1. r' - -'t • . • Tom.•.. I PHASE 1 PHASE J. Q JI \ ACQUIRE ALL TEMPORARY CONSTRUCTION EASEMENTS AND ENTRANCE CONSTRUC7701V PERM /TS FOR OFFSITF CONS TRUC7ION IN VDOT RIGHT OF WAY. r +:. ;_:"' ; *; •:•: _ 1. COORDINATE WITH THE OWNER FOR VEHICULAR CHANNEUZ/NG AND TRAFFIC FLOW PER THE APPROVED CONSTRUC710N SEQUENCE SCHEDULE.a 2. INSTALL TEMPORARY PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. W q ; J. INSTALL TEMPORARY TRAFFIC CONTROL MEASURES PHA SE 2 S EM I N O LE T RA i t_ 4. DEMOL1770N OF EXIS HARDSCAPE (E. G BUILDINGS, CURB & GUTTER, PAVEMENT, SIDEWALKS, U.S. RTC 29 0"4 e.1-. PHA SE I &' ETC.) 0 OPHASE (VARIABLE WIDTH R/W) I 5. BEGIN EAR7HWl0RK AND U77LITY CONS7RUC770N, INSTALL ADD177ONAL EROSION AND SEDIMENT PHASE 2 CONTROL MEASURES (E.G. DIVERSIONS AND INLET PRO7E•C7701V DEVICES) AS EARTHWORK AND J 3 0 VERLAP ,STORM SEWER CONSIRUC110N PROGRESSES AREA - OVERLAP _ PHA SING LEGEND 6. BUILDING AND U77UTY SERVICE CONSTRUCTION. QO - _ __ _ _ 7. INSTALL F7L TERRA WATERR QUALITY DEVICES UPON COMPLE77ON OF BUILDING AND UTILITY AREA STRUCTURE0N PROVIDE INLET PR07E'C77ON DEVICES FOR THE FX TERRA WA TER QUALITY V 8. CONSTRUCT SIDEWALKS, PAVING AND CURB AND GUTTER. PHASE 1 9. INSTALL LANDSCAPING FOR ZONE 2 IN ITS EN77RETY AND ANY AREAS IN ZONE 1 THAT HAVE NOT BEEN COMPLETED. PROJECT NO. 20050260 10. STABILIZE DISTURBED AREAS WITH PERMANENT SEEDING AND MULCHING. 11. REMOVE TEMPORARY TRAFFIC CONTROLS. G. NO. 151- 15 -D4.7 FILE NO. G -11410 THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATI AND LOCATION OF THE WORK. FINAL PHASE PRO WDE SURFACE COURSE PAVING INCLUDING OVERLAY FOR EN77RE SITE: CONTRACTOR SHALL PHASE 2 COORDINATE WI7H 7HE OWNER PRIOR TO COMMENCEMENT OF THE FINAL SURFACE COURSE INSTALLA 770N. PHASE 3 30 15 0 30 60 GRAPHIC SCALE IN FEET 1 106126 06 1 PER COUNTY COMMENTS 2 1011041071 PER COUNTY COMMENTS DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR /RKW 0JNA A. R06ADO > Lic. No. 038196 06/15/07 S oo HURTp OCPROFFITT SHEET N0. 6* C 2.0 ?19f07 A U PROPOSED SIGN SEE NOTE 10) VDOT STANDARD 5' SIDEWALK N ti ),.. iL #4 I iUN ' ` ?08 65 A Ti 1 % 1 88 ViF I - "1'4 !Nl. ")vJF i1 `%OiV ANy MAINI E_NANC F f- A LNT D B. `525, PG. 4,'1 tI j/ ® LIGHT P 1 T POLE I ji STING LIGHT POLE® LIGHT POLE 2 LIGHT EXI i' r? (TYPICAL 1 OF /13 ` (TYPICAL 1 0 13) ' TO BE REMOVED (TYPICAL 1 OF 13) j IMI TS OF CONSTRUC ON CONDUIT ITP DROP - - -- v ii t; S1 S12 ro Co AQ' 0 R BIKE , , .'; RACK ^A •, . .. , :- •_, ^,• ••'. o ;v tr LIGHT P ©`TYPICAL OF 13) I ' 2 p. I I I I WHEEL STOPS - TYP) 1 FF = 502.00 I FF = 502.00 FF = 502.00 PROPOSED I FF = 502.00 4,765 SF BOIL ING 3 -7 ` `'. (RETAIL = 10,9142 SF; - RESTAURANT - 4,238 SF)I I © LIGHT POLE FF = 502.00 (TYPICAL 1 OF 13) 5 I TM 61 -122A ". SA. UEt.. J. JOSEPH, JF?. AN JANET .4 JOSEPH , z0 _:D:f J 1vw.`SfQWALI.` 1 ' 30.0' MATCH \ BUILDING SETBACK n '' EXISTING SIDEWALK \ :' . 10.0' oPF IN PARKING SETBACK ='ONC. M I LIMITSOFC0NS7RUC77ONVDOSTD MATCH CG -6 Q1EXISTING SIDEWALK ti. r w+ i n I F i R A i L VDOT STANDARD 5' INGRESS/t7GRESS APPROXIMATE LOCATION OF SIGNALIZED INTERSECTION OF SEMINOLE TRAIL (US ROUTE 29) AND RIO ROAD (STATE ROTE 631) GENERAL NOTES.• 1. STANDARD 24" CURB & GUTTER TO BE USED ONSI7E WHERE NOTED. VDOT STANDARD CG -6 WILL BE USED ON ALL ENTRANCES 2. CONTRACTOR SHALL LAY PROPOSED PAVEMENT TO PROPOSED GRADE. CONTRACTOR SHALL OVERLAY EXISTING PAVEMENT WI7H ASPHALT PAVEMENT TO MATCH PROPOSED PAVEMENT GRADE. J. ALL DIMENSIONS ARE TO FACE OF CURB WHERE APPLICABLE. 4. EXISTING LANDSCAPE THAT ARE PROPOSED TO BE REMOVED CAN BE RELOCATED ON SITE 5. REFER TO SHEET SC 1.0 FOR SI7E LIGH77NG LAYOUT. THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. 389.6' - PARKING REQUIREMENTS THE FOLLOWING LOT AND BUILDING COVERAGES ARE. HANDICAP RAMP LEGEND EXIS77NG 3,500 SF BANK 1 SPACE1150 SF + 25 SF/OR/VE THRU LANE 10' PARKING SETBACK 3 DRIVE THRU LANES PROPOSED 1 SPACE1275 SF 13 SPACES REQUIRED EXISTING 3,500 SF BANK TRAINING CENTER W r 1 SPACE1150 SF + 25 SFIDR /VE THRU LANE 00 3 DRIVE THRU LANES PROPOSED 1 SPACE1150 SF 23 SPACES REQUIRED ROUTE 631: 36 SPACES EX/S77NG PROPOSED 8754 SF RETAIL SPACE 10' PARKING SETBACK RETAIL SPACE SHALL BE DEEMED BOX OF THE GROSS FLOOR IMPERVIOUS AREA: 1.2AC. SIDEWALK /CURB RAMP TYPE 3 AREA, PARKING REQUIREMENTS SHALL BE BASED ON 10942 SF 20050260 OF RETAIL SPACE) 151- 15 -D4.7 1 SPACE1100 SF UP TO 5,000 SF =50 SPACES REQUIRED 1 SPACE1200 SF OVER 5,000 SF (3754 1200)19 SPACE REQUIfaEO TOTAL SPACES REQUIRED 69 SPACES PROPOSED 4236 SF RESTAURANT SPACE AREA OF OPEN SPACE. 0 25A . (26V 13 SPACE11000 SF -> 423811000 ' 13 55 SPACES REQUIRED TOTAL 597E PARKING REQUIRED 160 SPACES TOTAL SITE PARKING PROPOSED 139 SPACES Q 11.,'x. 1,1 ()Zy (N.B.L. VARIABLE WIDTH R /W) AIN SIDEWALK EASEMENT of I : A Al LIGHT POLE TYPICAL 1 OF 13) LIMITS OF CONSTRUCTION 53.6a n . SPA 5 9.5' GHT POLE UM L T c /ABLE WIDTH co 0 0's4 1 PARKING SETBACK L PROPOI (SEENOTE10) VEMENT WITH /N THE VDOT R/W SHALL BE AT LEAST THE SAME DESIGN AS ROUTE 29. THE SAW CUT AND OVERLA Y TO BE IN ACCORDANCE WITH THE VDOT WP -2 STANDARD. V EXISTING LIGHT A = POLE TO REMAIN Uj d H w v < 00U- I% cc J z 0 W N J0 xx Z 0 Z Q W W6 0 > H I , "' U6 cb oc P-1 8Z 11.6 ii OO Z N LIGHT POLE D * ` w g CO TYPICAL 1 OF 13) Z , N M in I oc 70' i' Q oZ ow v Q I Z i 0.3' J& Q FROM WALL 0ToV1PROPERTYLINE k` W I i • i r r sti ,.I Ln r;al W J LV m O Q IGHT POLE © W UL w TYPICAL 1 OF 13) Q Vi Z W IPF NOTES- DEVELOPER. UN/CORP NATIONAL DEVELOPMENTS, INC. 7505 W. SAND LAKE ROAD ORLANDO, FL 32819 CONTACT STEVE MESSING 813) 261 -5108 1. 7lll,/ 061, PARCEL 122A ZONED: CIAC 2. 7Ujf 061, PARCEL 122 ZONED: CO/L•C PROPOSED ZONING C1/E7C J. SOILS IN THIS AREA CONSIST OF THE EL/OAK LOAM SERIES AND ARE GENERALLY DEEP, GENTLY SLOPING (2 TO 7 PERCENT) AND ARE WELL DRAINED. SURFACE RUNOFF IS MEDIUM AND THE EROSION HAZARD IS MODERATE ACCORDING TO THE SOIL SURVEY OF ALBEMARLE COUNTY PUBLISHED IN AUGUST 1985 BY THE NA77ONAL RESOURCE CONSERVA77ON SERVICE . 4. THE PROPOSED S17E IMPROVEMENTS ARE ADD177ONALLY LOCATED WITHIN THE FOLLOWING DISTRICTS.• R/VANNA WATERSHED DISTRICT ENTRANCE CORRIDOR OVERLAY DISTRICT AIRPORT PROTEC77ON OVERLAY D /S7MCT II 5.THE FOLLOWING LOT AND BUILDING COVERAGES ARE. HANDICAP RAMP LEGEND SETBACK REQUIREMENTS• ROUTE 29: WA06 1 122A 10' PARKING SETBACK EXIS77NG USE.- GAS STA7701V/COMMERCIAL 1 SIDEWALK /CURB RAMP TYPE 1 30' BUILDING SETBACK W r PROPOSED USE: RETAIL /COMMERCIAL CR 00 PROPOSED LOT ACREAGE: 1.529AC. SIDEWALK /CURB RAMP TYPE 2 ROUTE 631: V °G AREA OF OPEN SPACE. 0.3AC. (201x)10' PARKING SETBACK IMPERVIOUS AREA: 1.2AC. SIDEWALK /CURB RAMP TYPE 3 30' BUILDING SETBACK 20050260 T>~& 061 -122 EXISTING USE BANK/COMMERCIAL bQX: SEE SHEET C5.0 FOR HANDICAP RAMP DETAILS 151- 15 -D4.7 FILE NO. PROPOSED USE BANK /COMMERCIAL DATE:07/05/06 PROPOSED LOT ACREAGE: 0.945AC, MJD /KLS CHECKED BY: AREA OF OPEN SPACE. 0 25A . (26V IMPERVIOUS AREA: 0.73AC. 6.ESTIMATED ADT IS 595WD PER RE TRIP GENERA7701V 77H EDITION FOR RETAIL CENTERS BASED ON GROSS LEASABLE AREA. 7 ALL BUILDINGS ARE APPROXIMATELY 30' -0' HIGH. 8.ANY LIGHTING PROPOSED IS NOT TO EXCEED 0.5 FOOT CANDLEPOWER AND 25' IN HEIGHT AT THE PROPERTY LINES. THE EXACT SPECIFICATIONS FORTHESITELIGH7INGISTOBEPROVIDEDBYTHEBUILDINGCONTRACTOR. ALL EXTERIOR LIGHTING SHALL BE NON- DIREC7701VAL AND GLARE SHIELDED TO PREVENT ILLUMINA77ON OF ADJACENT PROPERTIES 20 10 0 20 40 9.THERE ARE NO OBSTRUCTIONS BET*FEN THE PROPOSED DRIVEWAY AND STOP BAR AT INTERSECTION milli GRAPHIC SCALE IN FEET 10.ANY NEW SIGNAGE WILL REQUIRE A PERMIT PRIOR TO INSTALLATION. Q 11.ALL ENTRANCES TO BE VDOT STANDARD CG -11 TH 30' MIN. WIDTH AT RIGHT OF WAY. 1 06 01 06 WI 2 2 12101 06 PER COUNTY COMMENTS PER COUNTY COMMENTS 0dNA A. ROSAD Lic. No. 038196 06/15/07 HURTO_ OCPROFFITT j 4 01124107 PER COUNTY COMMENTS J_L 031021071 PER VDOT COMMENTS Jun 14• 2007 - 9: 33am V: \LandPro iects \20050260 \dwa Site- R20.dwa SHEET N0. C 2,91 Q W r00 V °G V PROJECT NO.20050260 G. L. NO.151- 15 -D4.7 FILE NO.G -11410 DATE:07/05/06 DRAWN BY:MJD /KLS CHECKED BY:RAR /RKW 0dNA A. ROSAD Lic. No. 038196 06/15/07 HURTO_ OCPROFFITT j 4 01124107 PER COUNTY COMMENTS J_L 031021071 PER VDOT COMMENTS Jun 14• 2007 - 9: 33am V: \LandPro iects \20050260 \dwa Site- R20.dwa SHEET N0. C 2,91 TED SEWER 71E -1N 0* 4 Awl m A SEML I Tr 77 47r El TOP = 504.40 FF = 502.00 1 FF = 502.00 11, 0 INV - 496.06 115-50 LF OF 6" SDR 26 0 1. OOX SEE SHEET C 3.2 6750 LF OFFORSANITARY 6 " SOR 26PROFILE) rr 0 . 1. 02X STORM LINE 4 PROPOSED - ISANITARY CLEANOUT AC40 A A,T <;6 C-) C l i , N Q M LIMITS OF CONSTRUCTION , ,&TA. 12+24.39__,1 EQ'D 1 - 8L 0 WOFF A SSEMBL Y E_M1N0LE T Ali_ STA. 12+19.64 U.S). RTE. 29 REO VARIABLE WIDTH R/W) 1- 8" GATE VALVE EXISTING LIGHT POLE TO BE REMOVED m m 0 LIMITS OF CONSTRUCTION CONDUIT BOX LIMITS OF CONSTRUC11ON EXISTING LIGHT A & POLE TO REMAIN Z, 0 PROPOSEDU77L/ EASMEN INGRESS PROPERTY E. NG EASEMENT VARIABLE WIDTH 4 CON IRA C TOR TO y ii TRA LINE IN FIELD ANDV4. LOCATE OUTL ET OF PIPE UNABL1_ F0 DETERMINE714 .. f *a ! '. ..a - DESTINATION 1/4" STORMFILTER MAINTENANCE NOTES to z z 1. ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. MAINTENANCE FREOUENCY IS DEPENDANT UPON SITE CHARACTERISTICS AND POLLUTANT LOADING. TYPICAL MAINTENANCE INTERVAL IS 12 TO 18 MONTHS. 2 STORMFIL TER MAINTENANCE INVOLVES REMOVAL AND z REPLACEMENT OF FILTER CARTRIDGES, REMOVAL OF A CCUMULA TED SEDIMEN AND VA UL T INSPEC 770N. uiJ. FULL MAINTENANCE SERVICES MAY BE PROVIDED BY ui STORMWATER MANAGEMENT, INC REPLACEMENT CARTRIDGES ARE ALSO AVAILABLE FROM STORMWATER N z ui - ! MANAGEMENT ON AN EXCHANGE BASIS TO FACILITATE W 0 z OWNER - PROVIDED MAINTENANCE ACTIVITY.L16 & a'* 0 I ' - 0 4. SPENT FILTER MEDIA AND /OR SEDIMENT REMOVED DURING w x § * N z L6 Q N MAINTENANCE SHOULD BE DISPOSED OF IN ACCORDANCE w . 0 . .W w Q Z M . IN ALL APPLICABLE WASTE DISPOSAL REGULATIONS. z 15 5. REFER TO STORMFIL TER OPERATION & MAINTENANCE w ce u GUIDELINES FOR MORE DETAILED INFORMA 77ON OR z Ln fn en CON TA C T S TORM WA TER MA NA GEMEN T A T 800. 548.466 Z ' N X NAAi TRANSPDRM.E. zL 3.6'503' 2 .. 4 4 PROPOSED) DRIVE THRU AREAZ 0 2 STY r 17:17i t rpm f AWE ",BRICK BLDG.. F.F• ELEV, 'A'=504 co F F. ELEV. 'B'=518.08 Z d _ M Ali. I. t IN4' co 0 ATM rr) V 4 Z 0 i P,, Sri 2 MANHOL,F, Lu FOP L"LF"; 4 LLJ cc INV IN 'A': 48 1 Z O 53. INVIN V-486.2 (PROPOSED) 7 1NV,)( 2 CURB FLUSH a_ WITH GRADE (BRA' [)R 1(D w /. z . E TOP ELE -498 N Q_ TOP ELEV -497 UJ90 (PROPOSED) W W A 4 .4.A- InA'=- 41) - Li To' INV,"' 3 4 m rn INVAN '13' 493,C 9INTOEXIS77NG& Lj J INVi(AJT:---492.0WATERSERVIDROPftLFTU6 STAINING ELEv. AT MANHG,E=13.42 WALL !W()UT' 4 9 4 GR A T LE E, ,r =500.4 NVJN=494 5 I nL% Q !NV,11)(J T':- 494.4 k" INGRESS/EGRESS zec - G RATF DROP I i EA SEMEN T TOF ElE 5" LLAPROPOSED1NV. "')JI T- 'L)03- PROPERTY LINE. 7 'DROP F j ELEv. AT ',Ril,71--5kU j X 16' STORY +00 !NV.(1jiJT=4,96FILTERSYSTEMExIS77NGWATERSERVICE. REQD de 1) , \ !" >RAP 71 11'1.1 a \ISTORMGATEBYPA1TAPPINGVALVEAND10PELEV.-151 CONTROL STRUCTURE SLEEVE 1 VI 1NV.f_AJT=498,'` DVARIABLEwD (SEE SHEET C 3.1 FOR WATERLINE PROFILE ) DROP' INLt_ i STORM E LE. rj AT LINE 1 0 Lomw IN --- PER-PLANS- 4" IPF DROF INL I iiLA. _1 n L_ ' 2 _E\ A'F MANH( LE )9 6 DIP 65 ;Z 7 HYDRANT WA LVE IN N - 5 1 A I N V. OU T=,'. iO4 .'RQ 7 DROP IN! INGRESSISGRESS EA SEMEN T fA STORM GATE QE STORM FIL TER TOP = 501.00 TOP - 500.00 INV IN = 490.94 INV IN = 490.72 INV OUT- 490.84; (117) INV OUT = 488.42 INV OUT = 490.84 MH & 0I-1; DETENTION CONTROL STRUCTURE TOP - 498.00 TOP - 501.00 INV IN = 490.76 (IA) INV IN = 491.02 (STRCT 2A) INV IN = 486.30 (1E) INV IN - 491.02 (STRCT 1C) INV OUT- 488.00 INV OUT = 491.02 (15" W/ OR/FA PLA 7E4--.. 2A Dl -3B; 4' THROAT TOP = 499.90 THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE INV IN - 491.66 LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY MH-1 INV OUT - 491.66 UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE 1C TOP = 501.20CONTRACTORSHALLBERESPONSIBLEFORCONTACTINGTHEUTILITY DI-38• 4' THROATINVIN - 491.07COMPANIESTOSEEIFANYUTILITIESEXISTWITHINTHEAREAOFTHE (STRCT JA) TOP - 500.15 PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY INV IN = 496.35 (STRCT ID) IN IN = 495. 00 DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE INV OUT = 491.06 INV OUT = 491.83 OF THE CONTRACTOR. DI-1 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR TOP - 501.65 15* YARD DRAIN SHALL CALL MISS UTILITY AT 1-800-552-7001 AND ADVISE THE NATURE INV OUT= 497. TOP = 499. 00 AND LOCATION OF THE WORK. INV OUT = 496.00 Dl -1 TOP -502.00 INV IN 491-59 INV OUT - 491-59 DI-1 TOP -501.00 IN IN 494. INV OUT - 491-73 h . TOP = 504.40 FF = 502.00 1 FF = 502.00 11, 0 INV - 496.06 115-50 LF OF 6" SDR 26 0 1. OOX SEE SHEET C 3.2 6750 LF OFFORSANITARY 6 " SOR 26PROFILE) rr 0 . 1. 02X STORM LINE 4 PROPOSED - ISANITARY CLEANOUT AC40 A A,T <;6 C-) C l i , N Q M LIMITS OF CONSTRUCTION , ,&TA. 12+24.39__,1 EQ'D 1 - 8L 0 WOFF A SSEMBL Y E_M1N0LE T Ali_ STA. 12+19.64 U.S). RTE. 29 REO VARIABLE WIDTH R/W) 1- 8" GATE VALVE EXISTING LIGHT POLE TO BE REMOVED m m 0 LIMITS OF CONSTRUCTION CONDUIT BOX LIMITS OF CONSTRUC11ON EXISTING LIGHT A & POLE TO REMAIN Z, 0 PROPOSEDU77L/ EASMEN INGRESS PROPERTY E. NG EASEMENT VARIABLE WIDTH 4 CON IRA C TOR TO y ii TRA LINE IN FIELD ANDV4. LOCATE OUTL ET OF PIPE UNABL1_ F0 DETERMINE714 .. f *a ! '. ..a - DESTINATION 1/4" STORMFILTER MAINTENANCE NOTES to z z 1. ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. MAINTENANCE FREOUENCY IS DEPENDANT UPON SITE CHARACTERISTICS AND POLLUTANT LOADING. TYPICAL MAINTENANCE INTERVAL IS 12 TO 18 MONTHS. 2 STORMFIL TER MAINTENANCE INVOLVES REMOVAL AND z REPLACEMENT OF FILTER CARTRIDGES, REMOVAL OF A CCUMULA TED SEDIMEN AND VA UL T INSPEC 770N. uiJ. FULL MAINTENANCE SERVICES MAY BE PROVIDED BY ui STORMWATER MANAGEMENT, INC REPLACEMENT CARTRIDGES ARE ALSO AVAILABLE FROM STORMWATER N z ui - ! MANAGEMENT ON AN EXCHANGE BASIS TO FACILITATE W 0 z OWNER - PROVIDED MAINTENANCE ACTIVITY.L16 & a'* 0 I ' - 0 4. SPENT FILTER MEDIA AND /OR SEDIMENT REMOVED DURING w x § * N z L6 Q N MAINTENANCE SHOULD BE DISPOSED OF IN ACCORDANCE w . 0 . .W w Q Z M . IN ALL APPLICABLE WASTE DISPOSAL REGULATIONS. z 15 5. REFER TO STORMFIL TER OPERATION & MAINTENANCE w ce u GUIDELINES FOR MORE DETAILED INFORMA 77ON OR z Ln fn en CON TA C T S TORM WA TER MA NA GEMEN T A T 800. 548.466 Z ' N X NAAi TRANSPDRM.E. zL 3.6'503' 2 .. 4 4 PROPOSED) DRIVE THRU AREAZ 0 2 STY r 17:17i t rpm f AWE ",BRICK BLDG.. F.F• ELEV, 'A'=504 co F F. ELEV. 'B'=518.08 Z d _ M Ali. I. t IN4' co 0 ATM rr) V 4 Z 0 i P,, Sri 2 MANHOL,F, Lu FOP L"LF"; 4 LLJ cc INV IN 'A': 48 1 Z O 53. INVIN V-486.2 (PROPOSED) 7 1NV,)( 2 CURB FLUSH a_ WITH GRADE (BRA' [)R 1(D w /. z . E TOP ELE -498 N Q_ TOP ELEV -497 UJ90 (PROPOSED) W W A 4 .4.A- InA'=- 41) - Li To' INV,"' 3 4 m rn INVAN '13' 493,C 9INTOEXIS77NG& Lj J INVi(AJT:---492.0WATERSERVIDROPftLFTU6 STAINING ELEv. AT MANHG,E=13.42 WALL !W()UT' 4 9 4 GR A T LE E, ,r =500.4 NVJN=494 5 I nL% Q !NV,11)(J T':- 494.4 k" INGRESS/EGRESS zec - G RATF DROP I i EA SEMEN T TOF ElE 5" LLAPROPOSED1NV. "')JI T- 'L)03- PROPERTY LINE. 7 'DROP F j ELEv. AT ',Ril,71--5kU j X 16' STORY +00 !NV.(1jiJT=4,96FILTERSYSTEMExIS77NGWATERSERVICE. REQD de 1) , \ !" >RAP 71 11'1.1 a \ISTORMGATEBYPA1TAPPINGVALVEAND10PELEV.-151 CONTROL STRUCTURE SLEEVE 1 VI 1NV.f_AJT=498,'` DVARIABLEwD (SEE SHEET C 3.1 FOR WATERLINE PROFILE ) DROP' INLt_ i STORM E LE. rj AT LINE 1 0 Lomw IN --- PER-PLANS- 4" IPF DROF INL I iiLA. _1 n L_ ' 2 _E\ A'F MANH( LE )9 6 DIP 65 ;Z 7 HYDRANT WA LVE IN N - 5 1 A I N V. OU T=,'. iO4 .'RQ 7 DROP IN! INGRESSISGRESS EA SEMEN T fA STORM GATE QE STORM FIL TER TOP = 501.00 TOP - 500.00 INV IN = 490.94 INV IN = 490.72 INV OUT- 490.84; (117) INV OUT = 488.42 INV OUT = 490.84 MH & 0I-1; DETENTION CONTROL STRUCTURE TOP - 498.00 TOP - 501.00 INV IN = 490.76 (IA) INV IN = 491.02 (STRCT 2A) INV IN = 486.30 (1E) INV IN - 491.02 (STRCT 1C) INV OUT- 488.00 INV OUT = 491.02 (15" W/ OR/FA PLA 7E4--.. 2A Dl -3B; 4' THROAT TOP = 499.90 THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE INV IN - 491.66 LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY MH-1 INV OUT - 491.66 UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE 1C TOP = 501.20CONTRACTORSHALLBERESPONSIBLEFORCONTACTINGTHEUTILITY DI-38• 4' THROATINVIN - 491.07COMPANIESTOSEEIFANYUTILITIESEXISTWITHINTHEAREAOFTHE (STRCT JA) TOP - 500.15 PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY INV IN = 496.35 (STRCT ID) IN IN = 495. 00 DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE INV OUT = 491.06 INV OUT = 491.83 OF THE CONTRACTOR. DI-1 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR TOP - 501.65 15* YARD DRAIN SHALL CALL MISS UTILITY AT 1-800-552-7001 AND ADVISE THE NATURE INV OUT= 497. TOP = 499. 00 AND LOCATION OF THE WORK. INV OUT = 496.00 Dl -1 TOP -502.00 INV IN 491-59 INV OUT - 491-59 DI-1 TOP -501.00 IN IN 494. INV OUT - 491-73 DI-1 TOP = 501.55 INV IN - 49Z23 (STRCT 4C) INV IN - 495.90 (STRCT 3D) INV OUT- 495.00 Dl -3B; 4' THROAT TOP - 505.70 INV OUT - 500.00 9 FLF'i.i VA! 8 94 REQD STA. 10+04.00THEPAVEMENTWTHIN1 - 1 " NEW SERVICE REQD DROP INi.r PROJECT NO. 20050260 THE MOT R/W SHALL " METER STA. 10+0795 ELE,`. AT . - 5('' - PBEALEASTHESAME1- CONCRETE THRUST BLOCK REQD 1- 8" GATE VALVE UTILITY N07ES. G.L. NO. 151-15-D4.7 DESIGN AS ROU 29. 2 -45' BENDS FILE NO. G-11410 THE SAW CUT AND 2-CONCRETE THRUST BLOCKS 1. ALL SANITARY SEWER AND WA TER LINES TO BE INSTALLED AND TESTED DATE: 06/26/060VERLAYTOBEINPERTHELATESTEDITIONOFALBEMARLECOUNTYSTANDARDSAND ACCORDANCE WIN THE SPECIFICA 77ONS. DRAWN BY: MJD/KLS MOT W-2 STANDARD. CHECKED BY: RAR 2. ANY CHANGES TO THE PLANS MUST BE APPROVED BY 774E ENGINEER, ODI-JB, 4' THROAT - -------- - ------ THE OWNER, OR ALBEMARLE COUNTY PRIOR TO CONSTRUCTION. TOP = 504.52 J. ALL SANITARY SEWER LINES WILL BE TELEVISED PRIOR TO FINAL H INV IN - 499.33 (STRCT 419) J& STORM SEWER SCHEDULE.- - --- - AC -Gore CE OF PROJECT. CRUSHED, OVAL SHAPED, OR OTHERWISE INV OUT = 499.23 34.0 LF OF 42" HOPE 0 0.502 UNACCEPTABLE PIPE WILL BE REPLACED BY THE CONTRACTOR AT HIS O R__ 23.77 LF OF 15" HDPE 0 7.57X 38. 0 LF OF 15'" HOPE 0 2.63X EXPENSE. C.) A A. ROSAW 15" YARD DRAIN 1F 1A 7.9 LF OF 15 HOPE 0 1.00X 4. ALL SANITARY SEWER LINE SHALL BE SOR 26 PVC, UNLESS Lic. No. 038196 TOP - 505.4 103.5 LF OF 42 HDPE 0 0. 50X 0 THER WSE NO 7ED. 06/15/07 INV OUT= 500.00 ODl -1 8.44 LF OF 15" HOPE 0 0.95X 5 CONTRACTOR TO FIELD VERIFY ALL INVERTS AND CONNEC77ON POINTS 3A 3B 27. LF OF 42" HDPE 0 0. 50x TOP = 50J 25 PRIOR TO COMMENCEMENT OF ANY CONSMUC77ON AC771477ES IF INV IN = 498.26 1B 2A 126.7 LF OF 42" HDPE o a51X POTEN77AL CONFUCTS ARE DETEVE% CM7RAC7OR SHALL NOTIFY INV OUT = 498.16 61.2 LF OF 18" HDPE 0 1.63X ENGINEER IMME&A 7EL Y. 1C 1B 1C 10 7.87 LF OF 42m HOPE 0 0.52X 66.6 LF OF 15" HDPE o 6.15x 6. COf47RAC7171R 70 SUPPLY PLUMBING FIXTURE, COUNT 70 ALBEMARLE HURT& 3C 3D 28.73 LF OF 15' HDPE 0 2.61X COUNTY SERVICE AUTHORITY. 20 10 0 2.0 40 3C 4C 93.6 LF OF 15'" HOPE 0 1. OOX PROFFITT 1A 1E 11.93 LF OF 15" HDPE 0 1. OX GRAPHIC SCALE IN FEET 4C 4A 11-75 LF OF 15m HOPE 0 1.02X 96.8 LF OF 15 HOPE 0 1. OOX 1 06126106 PER COUNTY COMMENTS /71%" 1F 1E 2 12101106 PER COUNTY COMMENTS SHEET NO. UAW 4B 4A 6Z O3 LF OF 15" HDPE 0 1.00X 4 01124107 PER COUNTY COMMENTS 0 _71Y07500207PERMOTCOMMENTSC • 6 105117107 PER AUXUAMS SERWCE AWHORITY CGWbVVTS ELEi , TRIO ANU PC,'W[jr, COMPANY E 5'5 'G 472 ELEC. &")X IPF W7'AP ELECTRIC AND P( AiNT &ANCE EASEMENT ss INGRESS/EGRESS EA SEMEN T VARIABLE WD IN PROPOSED SANITARY LINE 12 PROPOSED I I 14,765 SF BUILPING PROPO.JED 6" FIRE SERVICE (RETAIL = 10,9142 SF,• AND BACKFLOWRESTAURANT4,238 SF) PREY MTI`ON APPARA FF = 502.00 (CONMACTOR SHALL SUBMIT PLUMBING FIXTURE COUNT PRIOR TO ORDERING ANY W TER LINE ORFASSOC147EDMATERIAL PER ALBEMARLE COUNTY SERWCq AUTHORITY SPECIFIqA 77ONS) FF = 502.00 PROPOSED PR /VA TE 2 TYPE "K COPPER DUAL DOMES77C SERVICE. PROPOSED METER AND METER BOX A SSEMBL Y SIZE To BE_ DETERMINED BY COUNTY SERVICE AU7HORITY Apilrk4mprjk PROPOSED SANITARY CLEANOUT TOP = 504.40 INV = 496.75 LINE 4 FT = 502.00 O v w QZC J W pa)C N N t 1 II w II w2 o V) (n DATUM! ELEV 47'0.00 0=00 23.77 LF OF 15" HDPE O 757X 480 74 15" HDPE 2.612 LF OF 42" HDPE iiX 480 F OF 15" HDPE ix F OF 15" HDPE STORM LINE 1 AAA STA:10 +00 TO 10 +77 10 +00 11 +00 STORM LINE 2 t STA:10+00 TO 11 +99 500 480. 00 U ? N 0) M, 2 6 W 22 J z 2 Q 2 3 W Q cc cc e 2 h Q O j 2O O W GOjV O O QtAj O 00 3 K flu 04 500 480. 00 U ? N 0) M, 10 +00 11+00 THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. WATER LINE e STA:10 +00 TO 12 +26.93 12 +00 I A 2 zl N`"A v ct W II II V_ 500 DATUM ELEV 480.00 r c c Lr 6 W 22 J z v 2 1ko Q , e Q cici 04 0 rn o 1 j 11 0) L&i + w l l U (n `f +to 11 - O W W C) O rJ A °vl W 1 N o QN3VV com0O 0: 2V Oh6 O h± ON 2 .,s 00C) C?00 i W V I fcn Acn A 6-K W I I j (n I I I I v-- pN A 0Qc z NN z I AA O 11 h ca o,II Ut PR OSED W II ti N+J II II ti GRAIE a3 U W2 V z I Wzz ti z o 2 z cn cn z z cn P-1 EXISTING r - PROPOSED GRADE PROP ED 8" DIP CL 51 I? r') m GRADE 0)It 00 c0 N 00 0)O)0) 10 +00 11+00 THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. WATER LINE e STA:10 +00 TO 12 +26.93 12 +00 I A 2 zl N`"A v ct W II II V_ 500 DATUM ELEV 480.00 r c c Lr 10 +00 11+00 STORM LINE 3 4 STA:10+00 TO 12 +59 C s c 2 p v_ LL 520 500 480.00 c c It 12 +00 O cc W 22 J z tom Q Q 1ko Q ,QN co Q Z Wi N cici 04 Q rn o 111 0) L&i + w l l U (n `f +to 11 -4L W II w_wzzp QL c o I j O p j ca Otoc O htn A v-- pN p eh I O 11h ca o,II Ut W II ti N+J II II ti a3 U W2 V z I Wzz ti z o 2 z cn cn z z cn P-1 r - PROPOSED GRADE r - EXISTING GRADE r -- A ------- -- - - -- -- MAIN f CLEARAN f— Opp 103.5'LF OF 1 " HDPE 15" HOPE 42" j IDPE 1.63 X O 6.15 X 0050X 27 'LFOF 4 " HDPE OP 0 00000 Lo 0 0 LO 10 +00 11+00 STORM LINE 3 4 STA:10+00 TO 12 +59 C s c 2 p v_ LL 520 500 480.00 c c It 12 +00 O cc W 22 J z tom Q Q Q ,QN co Q Z Wi N rn o 111 0) L&i + w l l U (n `f +to 11 -4L W II w_wzzp QL 10 +00 11+00 SANITARY SEWER STA:10+00 TO 11 +W z J It nto 0W) II VW8 Kam 500 J zrr-Qh4z) tomII W 0 II O ±AWp 520 5.00 LF OF 6" SOR 35 O 1.00X 52C 50C DATUM! ELEV 480.00 10 O to C14 00 cWc N h a00 3 N0) h * hO1* h II III II OII II 220 i'O II j Q D) to a »> 2 U z0 zzz V » e Q »2 2 cn 10 ao wj 1+ W W EXISTIN PROPOSED _ ' -------- - - ---- G ADE -- O 1LOX 15 in 67.03 LF 1.00% 15 i . 1.00X 15 i MAINTAIN 18" MINIMUM CLEARANCE ocM O Mn + + STORM LINE 4 4 TA: 10+00 TO 12 +57.46 HORIZ. SCALE 1" - 50' 50 25 0 50 100 10 05 0 10 20 VERT. SCALE 1" - 10' 1 06126106 4 01124107 5 030207 6 05117107 z rc d A z o W H O 0 u- w L "t , J ZtoLLJ z O Z N O a re W d 0 > z UN Q z OO ZmN11 W u .VN06 Go fn n0 U)1 V II p Kam nz 520 a- O Z ce 500 O w Z a 0 V a W O J n Q W J W W inm um 0 Q O w a wo a Q Z W 4c a W 0 0 V °C Qa= V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06 /26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR NNA A. ROSADO Lic. No. 038196 06/15/07 ZONAL HURTp aCPROFFITT TY COMMENTS SHEET NO. Of TY COMMENTS 7/'1'THORI TY COMMENTS Q C 3.1 l rr,F unrarn- ctiwlovrs A LAJ J A W) N OJ8 V_ W NV NW° 2 2 (r) cn cn Np 0 csz 0+0+2 U II j U .. •.4uzzp I pA hm O COIV I 0; j 100 K' " III UV , Na. W2II z z EISTINGGADE n$0, ° i•°` O 'IT + U Iu J iz zz z GRADE 5MAINTAIN 18" MINIMUM CLEARANCE 12.7'LFOF 4 " HDPE 0.51 X 480 DATUM ELEV 47'5.00 rn 00 rn 34.0 LF D 42" HDPE o 50 MAINTAIN 18" CLEARANCE PROPOSED 2" DOMESTIC WA TER SERVICE PROPOSED 38.0' LF OF 6" FlRE 15" HDPE WATER LINE 02.63X 480 3ti T mN y j + 2 K N 3 6 a: O VaoA n A STORM LINE 4 4 TA: 10+00 TO 12 +57.46 HORIZ. SCALE 1" - 50' 50 25 0 50 100 10 05 0 10 20 VERT. SCALE 1" - 10' 1 06126106 4 01124107 5 030207 6 05117107 z rc d A z o W H O 0 u- w L "t , J ZtoLLJ z O Z N O a re W d 0 > z UN Q z OO ZmN11 W u .VN06 Go fn n0 U)1 V II p Kam nz 520 a- O Z ce 500 O w Z a 0 V a W O J n Q W J W W inm um 0 Q O w a wo a Q Z W 4c a W 0 0 V °C Qa= V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06 /26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR NNA A. ROSADO Lic. No. 038196 06/15/07 ZONAL HURTp aCPROFFITT TY COMMENTS SHEET NO. Of TY COMMENTS 7/'1'THORI TY COMMENTS Q C 3.1 l rr,F unrarn- ctiwlovrs A LAJ J A W) N OJ8 V_ W NV NW° 2 2 (r) cn cn Np 0 csz 0+0+2 U II j U .. •.4uzzp I pA hm O COIV I 0; j 100 K' " III UV , Na. W2II z z EISTINGGADE n$0, ° i•°` O 'IT + U Iu J iz zz z GRADE 5MAINTAIN 18" MINIMUM CLEARANCE 12.7'LFOF 4 " HDPE 0.51 X 480 DATUM ELEV 47'5.00 rn 00 rn 34.0 LF D 42" HDPE o 50 MAINTAIN 18" CLEARANCE PROPOSED 2" DOMESTIC WA TER SERVICE PROPOSED 38.0' LF OF 6" FlRE 15" HDPE WATER LINE 02.63X 480 3ti T mN y j + 2 K N 3 6 a: O VaoA n A z rc d A z o W H O 0 u- w L "t , J ZtoLLJ z O Z N O a re W d 0 > z UN Q z OO ZmN11 W u .VN06 Go fn n0 U)1 V II p Kam nz 520 a- O Z ce 500 O w Z a 0 V a W O J n Q W J W W inm um 0 Q O w a wo a Q Z W 4c a W 0 0 V °C Qa= V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06 /26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR NNA A. ROSADO Lic. No. 038196 06/15/07 ZONAL HURTp aCPROFFITT TY COMMENTS SHEET NO. Of TY COMMENTS 7/'1'THORI TY COMMENTS Q C 3.1 l rr,F unrarn- ctiwlovrs A LAJ J A W) N OJ8 V_ W NV NW° 2 2 (r) cn cn Np 0 csz 0+0+2 U II j U .. •.4uzzp I pA hm O COIV I 0; j 100 K' " III UV , Na. W2II z z EISTINGGADE n$0, ° i•°` O 'IT + U Iu J iz zz z GRADE 5MAINTAIN 18" MINIMUM CLEARANCE 12.7'LFOF 4 " HDPE 0.51 X 480 DATUM ELEV 47'5.00 rn 00 rn 34.0 LF D 42" HDPE o 50 MAINTAIN 18" CLEARANCE PROPOSED 2" DOMESTIC WA TER SERVICE PROPOSED 38.0' LF OF 6" FlRE 15" HDPE WATER LINE 02.63X 480 3ti T mN y j + 2 K N 3 6 a: O VaoA n A GRADE 5MAINTAIN 18" MINIMUM CLEARANCE 12.7'LFOF 4 " HDPE 0.51 X 480 DATUM ELEV 47'5.00 rn 00 rn 34.0 LF D 42" HDPE o 50 MAINTAIN 18" CLEARANCE PROPOSED 2" DOMESTIC WA TER SERVICE PROPOSED 38.0' LF OF 6" FlRE 15" HDPE WATER LINE 02.63X 480 3ti T mN y j + 2 K N 3 6 a: O VaoA n A 3ti T mN y j + 2 K N 3 6 a: O VaoA n A VIRGINIA ELF C.1 - RiC AN[) POWER (`X-)M -' : I( MAIN TENANC F Eti CMEN F CN z D.B 525, P.; 1 l2 h o z 1 EXISTING LIGHT POLE TO REMAIN TBG EXIS77NG, LIGHT POLE t'LE Box I ( TO BE REMOVED UjMMMlllIMlllIM W t M - _ - _ _ _ _ _ _ _ _ . LIMITS OF CONSTRUCTION _ _ _ , a' i ^ w I J z F LIM /T OF CONSTRU£77QN CONDUIT 7X -' _ _ _ - - - _ _ - _. - ry1W J O °x Z X SAP , , ; oC U6USFIAELECTRICANCi .W F -,Mj ;r, __.:_.f • / - ' L XISTING LIGHT © _ oC S/L T NC I , MAtN,TF:NANC.E EASEMENA'T-- i - ; - " - POLE TO REMAIN r SUPPORT = c ZWITHWIRE PUBLIC VEHICULAR ACCESS D.B. 525, Pty,- -4-7 - r t W O g = N A it z C4 z 44 IP llSILTFENCE50 . r - - -• - ... i _ _ _ CONTRA ALL M IMF IN .. :WITH WIRE TWO -WAY TRA C AT- TIMES. SUPPORT 4# / \ \ 1, , tINABt. -E. TO e IIA .M 'DETERMINE DESTINATION RANSF 1 f n W 0.3 2.4 O f PF IN CONC. 30'° >;MPHOUSE l\ ' - ` - 504 - - DRIVE ° THRU A I AREA =4 Oj _l \ IPF IN 2 STY ' 511.29 LANDi " +._ _ BRICKBRI tIL 1 ,F rELFV. A z x4.72 ' ii 11 .r. S F F:LE'J. B , ., S. 48 I _ . CQ u 17.90 LANt'i_r C, SFI i i p . ATM G c.) • / /i: \ 48.0 A/ATER VAULT DUB _' 4 \ T 1t f ? W iOP ELEV. =505.6 34 1 STY BRICK 53.6' 1 Q:' O BLDG. /1640 0 h s s - 17F.F. ELEV.= 507.81 00 l 4 1 ; TY S ° L 1 z r BLVC1'. BLDG. 1 Oyr ` r z i0.(i.20.0 l - !!FUEL I _ - - 503.72 TBCJ V- r Ll. W W q q Ip 1 - 73 2' C7 '' 503.47 TBC ' i .., (D .J O Q SLD I F ,F IP EXISTING •` QDj "OR q ao 1 ST? RRlrs, - Nt,EFGUtJND :C ) a #163, ;( J / / /WATER METER U. AC TANKS- ' J` ` F.F. ELEV.-504.54 PER PLANS f k \ -A WOODEN FENCE I 1p UNABLE TOj • i \ 1 7 --DETERMINE IP j DESTINATION r W y COVERED AREA r -- -- i it - / ^540— — — — — _ — — — - 1 -- — 5 - ONC. & -_-- :_ mi O OD1 GAS PUMPS f ill / \\ PAD -l \ - 498 El B, \\ v wv496 IPF IN EI - 2 CONC 4 ji SIF -- ' I P q - ` q -n a. -i1 IP- A. , 1: q L Q =O 47- ` — d _. _ . _ _ SILT FENCE LIMITS OF CONSTRUCTION W VGROUP2DRUMS SUPPORT \ ® W 7H WRE E' M i N 0 E T R r', POST SIGN TO READ: "ENTRANCE SIL T FENCE `v t I PROJECT N0. 20050260CLOSED - ALL BANK ACCESS IS WITH WIRE, F' , L.) i OFF RIO ROAD ENTRANCE." SUPPORT I I G. NO. 151- 15 -D4.7 so (VARIABLE WIDTH R /W) 1 \FILE NO. G -11410 DATE: 06 /26/06 DRAWN BY: MID /KLS CHECKED BY: RAR SOURCE OF TITLE: (TM# 61 -122) THE AREA SHOWN WAS ACQUIRED BY NATIONAL BANK & TRUST COMPANY FROM ROCKBRIDGE REALTY, INC. BY DEED DATED OCTOBER 15, 1970 AS RECORDED IN D.B. 479, PG. 205 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. SOURCE OF TITLE: (TM# 61 -122A) THE AREA SHOWN WAS ACQUIRED BY SAMUEL J. JOSEPH, JR. AND JANET A. JOSEPH FROM SAMUEL J. JOSEPH, JR. AND JANET A JOSEPH BY DEED DATED SEPTEMBER 8, 1999 AS RECORDED IN D.B. 1856, PG. 264 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION GRADING NOTES. Q AND SEDIMENT CONTROL PRACTICES 1.TOTAL DISTURBED AREA DURING THIS PHASE = 0.00 AC. 2 2•ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE STANDARDS AND SPECIF7CATIONS OF THE MOST RECENT VERSION OF THE VIRGINIA EROSION AND SEDIMENT CHART TAKEN FROM THE VIRGINIA EROSION AND CONTROL HANDBOOK. SEDIMENT CONTROL HANDBOOK (JULY 1992)J.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURA77ON OF THE PROJECT. ALL EROSION CONTROL DEVICES SHALL BE Jun 14. 2007 - 9:33am V: LandProiects 20050260 dwa Site_R20.dwa CHECKED DAILY TO ENSURE THA T ALL ARE PROPERLY IN PLACE AND FUNC710NING AS PLANNED. ALL EROSION CONTROL DEVICES WILL BE REPAIRED (CLEANED) AS NECESSARY, CE TEMPORARY CONSTRUCTION ENTRANCE AND AFTER EACH RAINFALL PRODUCING RUNOFF AS A MINIMUM AND AT THE END OF EACH WORKING DAY. 4.ALL DISTURBED AREAS TO RECEIVE TEMPORARY SEEDING, PERMANENT SEEDING AND MULCH. SF SILT FENCE WITH WIRE SUPPORT 5.CONTRACTOR IS TO FURNISH THE NAME OF THEIR VIRGINIA CER77FIED RESPONSIBLE LAND DISTURBER TO ALBEMARLE COUNTY PRIOR TO ANY LAND DISTURBANCE. 6.CONTRACTOR TO TEMPORARY SEED do MULCH ALL TEMPORARY EROSION MEASURES FOLLOWING INSTALLATION. 7 CONTRACTOR TO BE RESPONSIBLE FOR REROUTING ALL TEMPORARY DIVERSIONS AND SILT FENCE AS NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER DRAINAGE OF IP INLET PR07EC77ON DISTURBED AREAS. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL ADDITIONAL E&S MEASURES OR MAINTENANCE REQUESTS OR REROUTING, OR RELOCA77NG E&S MEASURES AS DEEMED NECESSARY BY ALBEMARLE COUNTY OR LATEST ED17701V OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 9.CONTRACTOR SHALL REMOVE TEMPORARY EROSION MEASURES UPON SUBSTANTIAL STABILIZA77ON OF' THE SITE. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ALBEMARLE COUNTY INSPEC77ONS PRIOR TO REMOVAL OF THE EROSION CONTROL DEVICES. 10.CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND /OR NUISANCE AIRBORNE OUST FROM LEAVING THE SITE THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING WHATEVER MEASURES ARE NECESSARY TO CORRECT AND /OR COMPENSATE BORDERING PROPERTY OWNERS AND THE OWNER FOR ALL DAMAGES DUE TO DUST. 20 10 0 20 40 GRAPHIC SCALE IN FEET RAINA A. ROSADO Uc. No. 038196 06/15/07 HURT PROFFITT SHEET N0. I c4.o zloi 1 06 26 06 PER COUNTY COMMENTS 1 2 12101106 PER COUNTY COMMENTS 5 0,3102107 PER VDOT COMMENTS Jun 14. 2007 - 9:33am V: LandProiects 20050260 dwa Site_R20.dwa SHEET N0. I c4.o zloi VIR'0 1 ELE'_': iFZI! .NC :)tlVEa rv1F' MAIN F. NAN{'E EA`)EMENT cv 0 EXIS71NG LIGHT POLE TO REMAIN i O.G5 TBC ! I i EXISTING, LIGHT POLE II TO BE REMOVEDLtCiBOX — : 7 LIMITS OF CONSTRUCTION T' 'DR LlM /T5 OF COWSi14UET7ON C BUX - _ - - - - Il SILT FENCEELECTTRIANC, POWER Co T _— WITH IMREMATENANCEEASEMENT" PUBLIC VEHICULAR ACCESS `^ s SUPPORTD.B. SjS. P(...4 :72- \ ,, 1, f r PHASE 2 LIMI TS OF ss WORK ZONE 1aC. j ! -.\ - - - -- .: i /ii AREA, TO REMAIN a / 1 UND/S BED DURING THIS 5 PHASE C770 'TRU , 5('y N IN 4# \ .. (],° : :` :' TIC( IPCONALLM r TWO —WAY TRA C AT TIMES. 1 „tJNABLE T0 i 1 a • 11 ;r ! 1 ` `'• - - A DESTINATION I a THIS AREA TO REMAIN , C RANSFOkME 5 r 0.__ UNDISTURBED DURING THIS h PHASE OF CONSTRUCTION. 5 {, f, F a r f 11l ; 1 ! 53.6 2 ? 1, N 0.3 4, IPF IN CONC. 30„s 1 4 DRIVE r E THRU AREAIEA _ r A , IP 1+ CONC. HASE 2 S 511 _ LN;GI MU if 1 F IN w. r BRICK Li a PHASE 2 ci r LIMITS OF F. A 4 _ _, .72 PS ' 3 F. EEL V i. 08 i - N MI TS OF 1 ' \ .< ° :- *MK ZONE s d ELEV. E :.. ca f ' LNKRK ZONE G - G ” 517.90 LAND! 4 - I ATM30" 04 OMATER LT q PHA 2 , , 1 l 2 OP ELEV ' ..X505.6 ` a0 1' 63G , ®M /75 ! COm 53.6'K E r '- Lu DD 'so i y ` 11 _ - - - 503.72 TBC r REA TO REMAIN ---- L/A( OF PROPOSED„PA MENTUNDISTURBEDDURINGTHIS PHASE 2 503.47 TBCTRUC7701VpPPAStOFCONSTRUCTION. UM / TS OF c3N. 5 :. , - WORK ZONE ilk © DD UND _THIS PH E ® . gas FoR :° - 4 , _ -p IP it _INGERGOUND ` AS TANK;, G. 1I + u S \502, rJ i x SF D1 ' PHASE 2 D if 1 UMI TS OF I WgRK .ZONE® 500 - - _ - -_ __ - -_ -- - - - - -- _ — _= A11 IP _ DD i DD t Cl TS MU PS F IN IP RQp A. SILT FENCE ' -- ' LlMl75 OF CONSTRUCTION 1` -- GROUP 2 DRUMS --WITH WIRE ANY ADJUSTMENTWN7S TO `" _.. _ - _- _ -_ - -{ 00 ,I r'SUPPORT © THE LOCH 77oN OF SOURCE OF TITLE: (TM# 61 -122) THE AREA SHOWN WAS ACQUIRED BY NATIONAL BANK & TRUST COMPANY FROM ROCKBRIDGE REALTY, INC. BY DEED DATED OCTOBER 15, 1970 AS RECORDED IN D.B. 479, PG. 205 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. SOURCE OF TITLE: (TM# 61 -122A) THE AREA SHOWN WAS ACQUIRED BY SAMUEL J. JOSEPH, JR. AND JANET A. JOSEPH FROM SAMUEL J. JOSEPH, JR. AND JANET A JOSEPH BY DEED DATED SEPTEMBER 8, 1999 AS RECORDED IN D.B. 1856, PG. 264 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURE AND LOCATION OF THE WORK. POST SIGN TO RI AD: "ENTRANCE SILT,FENCE E M j hJ 0 L E R ,F`'.. CULVERT INLET PR07><C770N CLOSED — ALL BANK ACCESS IS WTH ' WIRE © I 1 AND EXCA VA 770N SHALL BE OFF RIO ROAD EN AN SUPPORT Il2 (N . L L .) COORDITED WITH THE. CE. so (VARIABLE WIDTH R /W) + ALBEMARLE COUNTY ER051ON s S_ AND SEDIMENT CONTROL INSPECTOR., VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES CHART TAKEN FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (JULY 1992) CE TEMPORARY CONSTRUCTION ENTRANCE OSILT FENCE WITH WIRE SUPPORT IP INLET PR07EC7701V DD TEMPORARY DIVERSION DIKE OTEMPORARY SEEDING PS PERMANENT SEEDING MU MULCHING GRADING NOTES Q1 1. TOTAL DISTURBED AREA DURING PHASE 2 CONSTRUCTION — 0.80 AC. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE STANDARDS AND SPECIFICATIONS OF THE MOST RECENT VERSION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURA 77ON OF THE PROJECT. ALL EROSION CONTROL DEVICES SHALL BE CHECKED DAILY TO ENSURE 7HAT ALL ARE PROPERLY IN PLACE AND FUNC770NING AS PLANNED. ALL EROSION CONTROL DEVICES WILL BE REPAIRED (CLEANED) AS NECESSARY, AND AFTER EACH RAINFALL PRODUCING RUNOFF AS A MINIMUM AND AT THE END OF EACH WORKING DAY. 4. ALL DISTURBED AREAS TO RECEIVE TEMPORARY SEEDING, PERMANENT SEEDING AND MULCH. 5. ALL FILL IN BUILDING AREA TO COMPACTED TO 95X STANDARD PROCTOR. ALL FILL IN PARKING AREAS TO BE COMPACTED TO 9OX STANDARD PROCTOR, PLACED IN 8" LOOSE LIFTS. ALL OTHER FILL MATERIAL TO BE COMPACTED TO 9OX STANDARD PROCTOR. 6. ALL FILL AREAS TO BE STRIPPED OF UNSUITABLE MATERIAL BEFORE PLACING AND COMPAC77NG FILL MATERIAL. 7 CONTRACTOR IS TO FURNISH THE NAME OF THEIR VIRGINIA CERTIFIED RESPONSIBLE LAND DISTURBER TO ALBEMARLE COUNTY PRIOR TO ANY LAND DISTURBANCE. 8. CONTRACTOR TO TEMPORARY SEED & MULCH ALL TEMPORARY EROSION MEASURES FOLLOWING INSTALLATION. 9. CONTRACTOR TO BE RESPONSIBLE FOR REROUTING ALL TEMPORARY DIVERSIONS AND SILT FENCE AS NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER DRAINAGE OF DISTURBED AREAS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL ADDITIONAL E&S MEASURES OR MAINTENANCE REQUESTS OR REROUTING, OR RELOCATING E&S MEASURES AS DEEMED NECESSARY BY ALBEMARLE COUNTY OR LATEST ED17701V OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 11. CONTRACTOR SHALL REMOVE TEMPORARY EROSION MEASURES UPON SUBSTAN77AL STABILIZATION OF THE SITE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ALBEMARLE COUNTY INSPEC77ONS PRIOR TO REMOVAL OF THE EROSION CONTROL DEVICES. 12. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND /OR NUISANCE AIRBORNE DUST FROM LEAVING THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING WHATEVER MEASURES ARE NECESSARY TO CORRECT AND /AR COMPENSATE BORDERING PROPERTY OWNERS AND THE OWNER FOR ALL DAMAGES DUE TO DUST.1 10 1 2 1 5 10 Jun 14, 2( z z d A z p W C W t 0 oc _z Eg O ;0W = 0 p z _ OZtoOOZ c•;r.r. v g =C4 a In (n m C4 J -At d N Q W O Z w z 5 Z Q 0 a oAV t a W Z J Q Q W W O Q LLM w Z V_Z J 0 0 Z W Z Q J 0 J V Z W O Oo O V QQ = W V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06 /26/06 DRAWN BY: MID /KLS CHECKED BY: RAR RAMIA A. ROSADO Lic. No. 038196 06/15/07 4 20 10 0 20 40 GRAPHIC SCALE IN FEET 26106 PER COUNTY COMMENTS HURTPROFFITT SHEET N0. C4.1 7X67 071 PER COUNTY COMMENTS 9:33am V: LandProiects 20050260 dwq Site_R20.dwq M VIRGINIA ELEC:TRI(:; AND POWER COMPANY MAINTENANCE. EASEMENT D.B. 5 PC;. 4 '72 SILT FENCE WITH WIRE SUPPORT CONSTRUCTION ACCE$S FONLY SILT FENCE WI TH WIRE SUPPORT AN r AI I" A //\L , i SUPPORT \\CONTRACTOR TO MAINTAIN VV4•V / \, //A / /\V /LV//V/• SHALL REMAIN UN77L THE PER COUNTY COMMENTS SEM I N OL E TR x, 14_.TWO —WAY TRAFFIC AT ALL TIMES.CONSTRUCTION OF THE FINAL SILT FENCE L '' R T 2 (N.F.L.ii PORTIQQN OF THE STORM LINE WITH W AE AND APPROVAL FROM THE SUPPORT'Z1 o (VARIABLE WIDTH R /W)EROSION CONTROL INSPECTOR. SOURCE OF TITLE: (TM# 61 -122) THE AREA SHOWN WAS ACQUIRED BY NATIONAL BANK & TRUST COMPANY FROM ROCKBRIDGE REALTY, INC. BY DEED DATED OCTOBER 15, 1970 AS RECORDED IN D.B. 479, PG. 205 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. SOURCE OF TITLE: (TM# 61 - 122A) THE AREA SHOWN WAS ACQUIRED BY SAMUEL J. JOSEPH, JR. AND JANET A. JOSEPH FROM SAMUEL J. JOSEPH, JR. AND JANET A JOSEPH BY DEED DATED SEPTEMBER 8, 1999 AS RECORDED IN D.B. 1856, PG. 264 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES CHART TAKEN FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (JULY 1992) CE TEMPORARY CONSTRUCTION ENTRANCE SF S/L T FENCE IP INLET PR07EC71ON DD TEMPORARY DIVERSION DIKE OTEMPORARY SEEDING PS PERMANENT SEEDING MU MULCHING EXIS77NG LIGHT A& POLE TO REMAIN W lull ii GRADING NO1F5 Q1 I. TOTAL DISTURBED AREA DURING PHASE 3 CONSTRUCTION = 1.72 AC, 2 ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE STANDARDS AND SPECIFICATIONS OF THE MOST RECENT VERSION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURA77ON OF THE PROECT. ALL EROSION CONTROL DEVICES SHALL BE CHECKED DAILY TO ENSURE THAT ALL ARE PROPERLY IN PLACE AND FUNCTIONING AS PLANNED. ALL EROSION CONTROL DEVICES WILL BE REPAIRED (CLEANED) AS NECESSARY, AND AFTER EACH RAINFALL PRODUCING RUNOFF AS A MINIMUM AND AT THE END OF EACH WORKING DAY. 4. ALL DISTURBED AREAS TO RECEIVE TEMPORARY SEEDING, PERMANENT SEEDING AND MULCH. 5 ALL FILL IN BUILDING AREA TO COMPACTED TO 95X STANDARD PROCTOR. ALL FILL IN PARKING AREAS TO BE COMPACTED TO 90X STANDARD PROCTOR, PLACED IN 8" LOOSE LIFTS ALL OTHER FILL MATERIAL TO BE COMPACTED TO 90X STANDARD PROCTOR. 6. ALL FILL AREAS TO BE STRIPPED OF UNSUITABLE MATERIAL BEFORE PLACING AND COMPACTING FILL MATERIAL. 7 CONTRACTOR IS TO FURNISH THE NAME OF THEIR VIRGINIA CERTIFIED RESPONSIBLE LAND DISTURBER TO ALBEMARLE COUNTY PRIOR TO ANY LAND DISTURBANCE. 8. CONTRACTOR TO TEMPORARY SEED do MULCH ALL TEMPORARY EROSION MEASURES FOLLOWING INSTALLATION. 9. CONTRACTOR TO BE RESPONSIBLE FOR REROUTING ALL TEMPORARY DIVERSIONS AND SILT FENCE AS NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER DRAINAGE OF DISTURBED AREAS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL ADD177ONAL E&S MEASURES OR MAINTENANCE REQUESTS OR REROUTING, OR RELOCATING E &S MEASURES AS DEEMED NECESSARY BY ALBEMARLE COUNTY OR LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 11. CONTRACTOR SHALL REMOVE TEMPORARY EROSION MEASURES UPON SUBSTANTIAL STABIUZA77ON OF THE SITE. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ALBEMARLE COUNTY INSPEC7701VS PRIOR TO REMOVAL OF THE EROSION CONTROL DEVICES 12. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND /OR NUISANCE AIRBORNE DUST FROM LEAVING THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING W4A7EVER MEASURES ARE NECESSARY TO CORRECT AND /OR COMPENSATE BORDERING PROPERTY OWNERS AND THE OWNER FOR ALL DAMAGES DUE TO DUST. 20 10 0 20 40 GRAPHIC SCALE IN FEET to z z d t z p W W Q W O W . J Z z Q z QLa0d > z Li.oe IM$ W Ou g =Naozr4} . ric M QQ —W O Z DG w Z Z a O V tD a W Z J c o =a W W OC m J 0 O Q U w Z V Q z- J O z W Z Q J 0 J V Q to Z W 0 0 O A IIIIIIIIIIIJ O V QImQ = W V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06 /26/06 DRAWN BY: MID /KLS CHECKED BY: RAR AINA A. ROSA00 Lic. No. 038196 06/15107 E_ i_ HURT PROFFITT SHEET N0. (W C4.2 7t*11062606PERCOUNTYCOMMENTS 2 12101106 PER COUNTY COMMENTS 5 03102107 PER COUNTY COMMENTS Jun 14, 2007 — 9:33am V: LondProiects 20050260 dwq SI to z z d t z p W W Q W O W . J Z z Q z QLa0d > z Li.oe IM$ W Ou g =Naozr4} . ric M QQ —W O Z DG w Z Z a O V tD a W Z J c o =a W W OC m J 0 O Q U w Z V Q z- J O z W Z Q J 0 J V Q to Z W 0 0 O A IIIIIIIIIIIJ O V QImQ = W V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06 /26/06 DRAWN BY: MID /KLS CHECKED BY: RAR AINA A. ROSA00 Lic. No. 038196 06/15107 E_ i_ HURT PROFFITT SHEET N0. (W C4.2 7t*1 VR1 _'IhIA ELE= TRIC AND F' )lN[__I MAIN I - N.ANCE E_A`;F_ "MEN T O u-) r,n EXIS77NG LIGHT Z POLE TO REMAIN TE3::: EX/S17NG,'LIGHT POLE r LE C, BuX I I ; TO BE REMOVED i Ah - L _ _ _.... _ - - _ - - -- _ - . r.= fir _ 1 /4L/MlTS OF CONSTRUC -TION ^ONf)U1 C STRUCTION _ i LLEC B. ,. 1 I a p E N ' V 504.8 f FL509.45 TC 506.21 TC 08 -- -508. 5.20 TC • 0 50 71 SS f1 - SILT FENCE j W1774 WIRE 505.50 TC 508.65 TC 507.21 TC i SUPPORT 508.15 FL 5OZ20 TC 1 SQ4.94 I 511 TC 3 S ..9 507.90 TC 505.85 . + 5 0 _ _ , ' 0 . T ?'507.40 FL - 506.16 TC : ••. . _ . 6 !`' , ,' 505.10 TC ' 5 o 505.18- Y \ 11 3s 504.60 FL 504.9 f TC ? 505.96 TC tsar 5 TC Z67 TC 507.50 TO 505. 46 504.75 FL t 5 4 4 UNABLE TO " 506.17 fl . DO f"L, `: ''DETERMINE DESTINATION J54. 5A T r RANSF1Fw'ME I I I to Z Z d AA z p W W W gg 0 0 Ll U_ t J Z UJ z O ZNo4GC * HWdO or.z IL oe Ic Qo gm ix d. Z In M;NJ 504.14 a 505.70 TCT - I sn 504.95 TC 1 504.4 503.42 fl 0 TC '5 11 4. t.:3 yB`' 502.30 F 53.6 a 2.4 ; r'z. Z 503.52 TC . o.4 TH R U 5 .02 'TC 04_ 503.02 FL 1 'IlDRIVE f, 03.70 TC 03.20 FL AREA TC \ A' 502.fl0. f1 STYnw500.70 P LP _ 2 S 511.29 LANDING + > 501.30, 'P =HP500 T 501.20 P HP - - - BRICK BL`'Av 15 FL ,F.F. ELEV. ' 5O4.72 l 501. 0 TC-LP 502.13 TC S, o F.F. ELEV. 'B' -- 518.08 ! N - 'f 500 •70 FL - 91, 517.90 LANDIN . P 501.= LP 501.63 F 502.50 TC =LP70TCHP W I ZP501.20 501.82 TC 502.00 fZ =L _ B - -- q 501.38 TC HP 501.90 TO 500.88 FL 561.86 7C 0 . T =HP 502.60 TC 1 z 4' JG i - - - 501:50 -bP- - - 502.10 fZ A tM I 3.3' A 1.36 FL V592.92 TC a30G - O ' C 500. TC- P 502.18TC =FL I ` w ^ W co U 501. P ' 50198 5 1. 1.98 P 53.6' L 500.25 f1 =L . ( 501.98 P 501.40TC ` O J Cl 11, 1. I ( I I I 5 1. 502 50 FL Sol j Z 'r Q 4*, 01.40 TC 502.40 T L 503.72 _ _ _ _ - TBC 503.50 TC =TW ' Q: c I 501.13 TO 502 00 BW f N , o 5 .1• -1 500.90 FL 500.63 FL AM f E '- W L_Lj FF = 502 00 I FF = 50200 FF = 502.00 I 502 9 - -- i501.98 P I I 03.4 TB C 5 J5 r 50 PROP TC 5 5 r 1 , ; _•r PROPOSED / 502.00 TC301.50 G =LP I I , _ _ - 01.35 L 02 L 50225 TC ' ' - J O F. k 00 501.50 FL _ L1614, 765 SF BUILDING F w RETAIL - 10, 942 SF, I I - - ( y j RESTAURANT 4,238 SF - ' '- I 50 P 502.15 TC= TW 501 FF 502.00 I I - -- - - -- I98PI ', , 1.88 TC ' , If ;: 501.82 P 1I - - Q1. G =HP I - - , 50. 62 TC - I SD < - r x I I 501.9 P 500.85 TO 502.6 TC 501.55 TC 500.35 F1 501.98 P t 01.98 P 501.98 P 500.82 TC 50. 0 TC - I z W 1 ' r 501.5 501.9 501.98 P r - . _ 500.32 `' 502.60 TC 501. FC " 1 ____..___._._ U: -- _ _ _ _ _- - - - --_ - - -- - 499.00 G - w> _ 501.8 P --1.82 P 1 00. 5 TC -- IPF IN Iy¢ CONC. pw . _ LIM17S OF QONSTRUC770N SlL T FENCE SlL T FENCE -- . -- WI1N WIRE © WITH WIRE SUPPORT C 1 SUPPORT 497.90',P SILT FENCEEMINOLETR ® WITH WIRE PROJECT N0. 20050260in' PRxBvr. CK S. RTC. 2 9 'N. 1 II s SUPPORT o VARIABLE WIDTH R /W) 1 I G. N0. 151- 15 -D4.7 1Q ° FILE NO. G -11410 6 I, ;:> DA 06 /26/06 DRAWN BY: MID /KLS CHECKED BY: RAR SOURCE OF TITLE : 1 61 -122) VIRGINIA UNIFORM CODING SYSTEM FOR EROSION GRADING NOTL Q1 LTHEAREASHOWNWASACQUIREDBYNATIONALBANK & TRUST COMPANY 1. TOTAL DISTURBED AREA DURING COVSIRUC77ON - 2.11 AC. TH yFROMROCKBRIDGEREALTY, INC. BY DEED DATED OCTOBER 15, 1970 AS AND SEDIMENT CONTROL PRACTICES 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE STANDARDS AND SPECIF7CA77ONS OF THE MOST RECENT VERSION OF THE VIRGINIA EROSION AND SEDIMENTCHARTTAKENFROMTHEVIRGINIAEROSIONANDRECORDEDIND.B. 479, PG. 205 OF THE CIRCUIT COURT CLERKS OFFICE OF CONTROL HANDBOOK. ALBEMARLE COUNTY, VIRGINIA. SEDIMENT CONTROL HANDBOOK (JULY 1992) J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURA77ON OF 7HE PROJECT. ALL EROSION CONTROL DEVICES SHALL BE o WAS CHECKED DAILY To ENSURE THAT ALL ARE PROPERLY IN PLACE AND FUNCTIONING AS PLANNED. ALL EROSION CONTROL DEVICES WILL BE REPO /RED (CLEANED) AS NECESSARY, V RNNA A• ROSADOSOURCEOFTITLE: ( 61 -1 TEMPORARY CONSTRUCTION ENTRANCE AND AFTER EACH RAINFALL PRODUCING RUNOFF AS A MIN /MUM AND AT THE END OF EACH Wt2RK/NG DAY. Uc. No. 038196THEAREASHOWNWASACQUBYSAMUELJ. JOSEPH, JR. AND JANET A. CE 4 . ALL DISTURBED AREAS TO RECEIVE TEMPORARY SEEDING, PERMANENT SEEDING AND MULCH 06/15/07JOSEPHFROMSAMUELJ. JOSEPH, JR. AND JANET A JOSEPH BY DEED DATED O SILT FENCE 5. ALL FILL IN BUILDING AREA TO COMPACTED TO 95X STANDARD PROCTOR. ALL FILL IN PARKING AREAS TO BE COMPACTED TO 90X STANDARD PROCTOR, PLACED IN 8" LOOSESEPTEMBER8, 1999 AS RECORDED IN D.B. 1856, PG. 264 OF THE CIRCUIT LIFTS ALL OTHER FILL MATERIAL TO BE COMPACTED TO 90X STANDARD PROCTOR.COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. 6. ALL FILL AREAS TO BE STRIPPED OF UNSUITABLE MATER /AL BEFORE PLACING AND COMPAC77NG F7LL MATER /AL.IgWy !a INLET PROTECTION 7. CONTRACTOR IS TO FURNISH THE NAME OF THEIR VIRGINIA CER77RED RESPONSIBLE LAND DISTURBER TO ALBEMARLE COUNTY PRIOR TO ANY LAND DISTURBANCE.THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE 8. CONTRACTOR TO TEMPORARY SEED do MULCH ALL TEMPORARY EROSION MEASURES FOLLOWING INSTALLATION.OLOCATIONORACCURACYOFTHEUTILITIESASSHOWNHEREONORANYDD TEMPORARY DIVERSION DIKE 9. CONTRACTOR TO BE RESPONSIBLE FOR REROUTING ALL TEMPORARY DIVERSIONS AND SILT FENCE AS NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER DRAINAGE OFUTILITIESWITHINTHEPROJECTTHATMAYNOTBESHOWNHEREON. THE DISTURBED AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY TS TEMPORARY SEEDING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL ADD177ONAL EEL'S MEASURES OR MAINTENANCE REQUESTS OR REROUTING, OR RELOCATING E&S MEASURES AS DEEMED HURTCOMPANIESTOSEEIFANYUTILITIESEXISTWITHINTHEAREAOFTHENECESSARYBYALBEMARLECOUNTYORLATESTED177ONOFTHEVIRGINIAEROSIONANDSEDIMENTCONTROLHANDBOOK. PROFFITTPROJECTBEFOREANYCONSTRUCTIONBEGINS. ANY COST INCURRED BY PS PERMANENT SEEDING 11. CONTRACTOR SHALL REMOVE 7EMPORARY EROSION MEASURES UPON SUBSTAN77AL STABILIZA77ON OF 7HE S17LF CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ALBEMARLEDAMAGINGANYUTILITYWITHINTHEPROJECTSHALLBEATTHEEXPENSECOUNTYINSPEC77ONSPRIORTOREMOVALOFTHEEROSIONCONTROLDEVICES. 20 10 0 20 40 OF THE CONTRACTOR. MU MULCHING 12. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND /OR NUISANCE AIRBORNE DUST FROM LEAVING THE SITU THE CONTRACTOR SHALL GRAPHIC SCALE IN FEETBERESPONSIBLEFORTAKINGWHATEVERMEASURESARENECESSARYTOCORRECTAND /OR COMPENSATE BORDERING PROPERTY OWNERS AND 774E OWNER FOR ALL DAMAGES DUE TO SHEET N0. gy48WORKINGHOURSPRIORTOSTARTINGTHEWORK, THE CONTRACTOR DUST. 1 1 06 26 06 PER COUNTY COMMENTS AND LOCATION OF THE WORK. 71CALLMISSUTILITYAT1- 800 - 552 -7001 AND ADVISE THE NATURE 2 12 O1 06 PER COUNTY COMMENTS C4.3 I `* l 5 0,3102107, PER COUNTY COMMENTS Jun 14, 2007 - 9:34am V: LondPro 77772005026 0 dwq Site_R20.dwq SURFACE COURSE PER PLAN 5" 12" (TYP.) SLOPE: 1/4": 12" 6" STONE BASE r'g . 2" MIN. 6x6 "x6" WF 6x6 W2.9 x W2.9 BASE STONE: 6" VDOT #21A SURFACE COURSE: 5" CLASS 3000 psi CONCRETE SIDEWALK TO BE POURED MONOLITHICALLY WITH A WOOD FLOAT FINISH. CONSTRUCTION JOINTS ® 6' INTERVALS, EXPANSION JOINTS ® 30' INTERVALS FILLED W/ PRE - MOLDED" JOINT FILLER. SURFACE COURSE BASE COURSE u 06 O° po Oc v D°c "° c STONE BASE v v Oo o ` III III III III III COMPACTED SUBGRADE SURFACE COURSE: 2" V.D.O.T. TYPE SM -9.5D TACK COAT: CRS -1 ® 0.05 GALLONS PER SO. YD. BASE COURSE: 4" V.D.O.T. TYPE BM -25.0 STONE BASE: 6" V.D.O.T. TYPE 1, SIZE 21B NOTE: APPLICATION OF TACK AT JOINTS, ADJACENT TO CURBS, GUTTERS OR OTHER APPURTENANCES SHALL BE APPLIED BY HAND WAND AT THE RATE OF 0.2 GAL. /SQ. YD. NOTE: ACTUAL PAVING SECTIONS TO BE BASED ON CBR RESULTS. HEAVY DUTY PAVEM SECTION SURFACE COURSE PRIME COAT STONE BASE SURFACE COURSE: 1.5" V.D.O.T. TYPE SM -9.5A PRIME COAT: CRS -1 O 0.05 GALLONS PER SQ. YD. BASE STONE: 8" V.D.O.T. TYPE 1, SIZE 21B APPLICATION OF TACK AT JOINTS, ADJACENT TO CURBS, GUTTERS OR OTHER APPURTENANCES SHALL BE APPLIED BY HAND WAND AT THE RATE OF 0.2 GAL./SQ.YD. NOTE: ACTUAL PAVING SECTIONS TO BE BASED ON CBR RESULTS. N.T.S. k I 1 I i i CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN EXISTING GUTTER AND PROPOSED RAMP. CONTRACTOR SHALL SAWCUT THE CURB AND LEAVE EXISTING GUTTER REMAINING. SIDEWALK /C V W W170 • 1. ALL SIGNS SHOWN SHALL CONFORM TO THE A.D.A. SPECIFICATIONS. 2. ALL SIGNS SHOWN SHALL BE REFLECTORIZED TO SHOW THE SAME COLOR BY NIGHT AS BY DAY. 3. ALL SIGNS SHALL BE SECURELY MOUNTED ON 4. INSTALL QUANTITY AND AT LOCATIONS REQUIRED i BY CODE AND /OR AS INDICATED ON DRAWINGS. CONFIRM ALL ROWICAP o SIGNAGE CODES. N.T.S. p6r , - 1 " 2" RADIUS 1 2 ":1' SLOPE 12" pd 6" AGGR. BASE, TYPE I, NO. 21 C OR 21 A 24" COMBINED CURB AND GUTTER SHALL BE CONSTRUCTED OF ONE COURSE CLASS "A3" CONCRETE (AE) CONFORMING TO THE ABOVE SECTION AND SHALL BE THOROUGHLY SPADED IN FORMS AND FINISHED WITH A WOODEN FLOAT. CONCRETE SHALL BE POURED IN 10' LENGTHS WITH JOINTS CUT ENTIRELY THROUGH THE CURB AND GUTTER BY MEANS OF 1/4" STEEL PLATES. FRONT CURB FORMS WITH 2" RADII SHALL BE REQUIRED. 24" CONC" CURB & GUTTER z z d 0 z p W W Q W OtoimIn _jZa xUj z C z N Q W L& IL Q OC ~ Q p N W U X ( Q z v Ou g =cloa z C4z MCna _ In t DRIVE POST A MIN. OF 30" INTO GROUND 10 +21.20 MINN LLJ Q 4.000 PV/ ELEV a 508.40 K = o i a_Y w 1 i N O 5; V_ cS o i Iiiiiiim z U Y Q 00 ` , °1.CROSS AND SIDE RAMPS SMALL NOT iQ EXCIEPD A SLOPE OF 12. 1. W 2.CURB RAMPS ARE TO BE LOCA7ED AS r I K = 1.567 SHOWN ON 1HE PLANS 1:12 i i 3.CROSS RAMP SHALL HAVE A W 9:34am TRUNCATED DOME PATTERN MEE7ING A& W m W O 7HE CURRENT AMERICAN W7H 500 Q D/SBIU77ES ACT ACGE'SSIBIUTY w W GUIDELINES (ADAAG). 7HE V 7RUNCA7E0 DOE PATTERN SHALL X7END 7ME FULL IND7H OF THE A CROSS RAMP BY 2' IN LENG7H IN IA THE DIREC77ON OF' PEDIES7R/AN 0 MA VEL 7HE 7RUNCA 7ED DOME LLI J 6 SURFACE SHALL BE nLE AND RED mi IN 7n PRODUCE A B RAMP TYPE 1 INGCONTRASTNI7HSURROUND7RAS W CONCRE'1E SURFACES. N. T. S. 6" IN DEPTH, (EXISTING PAVEMENT LESS THAN 6" IN DEPTH) CON7RA TOR TO SUBIWIT SAMPLE 77LE 3 L.FOR APPROVAL 1. ALL SIGNS SHOWN SHALL CONFORM TO THE A.D.A. SPECIFICATIONS. 2. ALL SIGNS SHOWN SHALL BE REFLECTORIZED TO SHOW THE SAME COLOR BY NIGHT AS BY DAY. 3. ALL SIGNS SHALL BE SECURELY MOUNTED ON 4. INSTALL QUANTITY AND AT LOCATIONS REQUIRED i BY CODE AND /OR AS INDICATED ON DRAWINGS. CONFIRM ALL ROWICAP o SIGNAGE CODES. N.T.S. p6r , - 1 " 2" RADIUS 1 2 ":1' SLOPE 12" pd 6" AGGR. BASE, TYPE I, NO. 21 C OR 21 A 24" COMBINED CURB AND GUTTER SHALL BE CONSTRUCTED OF ONE COURSE CLASS "A3" CONCRETE (AE) CONFORMING TO THE ABOVE SECTION AND SHALL BE THOROUGHLY SPADED IN FORMS AND FINISHED WITH A WOODEN FLOAT. CONCRETE SHALL BE POURED IN 10' LENGTHS WITH JOINTS CUT ENTIRELY THROUGH THE CURB AND GUTTER BY MEANS OF 1/4" STEEL PLATES. FRONT CURB FORMS WITH 2" RADII SHALL BE REQUIRED. 24" CONC" CURB & GUTTER z z d 0 z p W W Q W OtoimIn _jZa xUj z C z N Q W L& IL Q OC ~ Q p N W U X ( Q z v Ou g =cloa z C4z MCna _ In t DRIVE POST A MIN. OF 30" INTO GROUND FLOW on ABOVE GROUND HANDICAP PARKING SIGN ACCESSIBLE ROUTE U 10 +21.20 MINN LLJ Q 4.000 PV/ ELEV a 508.40 K = o Z a_Y w 1 Ix N O 5; V_ cS w 1 + Iiiiiiim z U Y Q V V Y N 0 V iQ a.W 5 O mi K = 1.567 3c Q Q W 9:34am W W m W O REQUIRED 500 Q w W 0 V Q A he IA z 0 DATUM ELEV Q LLI J 485.00 mi PAVEMENT CONSTRUCTION 1` W O O 6" IN DEPTH, (EXISTING PAVEMENT LESS THAN 6" IN DEPTH) V G 10 +00 V PROJECT NO.20050260 G. L. NO.151- 15 -D4.7 FILE NO.G -11410 MIN. !CC' DATE:06 /26/06 DRAWN BY:MJD /KLS CHECKED BY:RAR FLOW on ABOVE GROUND HANDICAP PARKING SIGN ACCESSIBLE ROUTE U 10 +21.20 MINN LLJ Q FLOW on ABOVE GROUND HANDICAP PARKING SIGN ACCESSIBLE ROUTE U 10 +21.20 LLJ Q 4.000 PV/ ELEV a 508.40 K = U Q 0_a_Y D_ 1 10.0' VC N N U Z V_ cS Z 1 + O o ad h^ U Y Q Q V V Y CL acn iQ 7l 7 I- d 5 I- d K = 1.567 8' E %ISTHJG PROPOSED AGGRLGAIL. _X NI PROPOSED PAVEMENT PAVEMENT LAYERS W 9:34am 5' TYP. OR PROPOSED CURB 8 GUTTER PROPOSED HANDICAP RAMP__ PROPOSED WHITE TFERIAO ST PEDESTRIAN CROSSING STRIPING A&%KT AREA BETWEEN STRIPING TO BE STAMPED WITH OR= PATTEfMI AND ODIATED WITH COMMSTM COLOR TITLE: STAMPED ASPHALT REVISIONS 8' MIN. OR AS 8' IF VAN REQUIRED BY LOCAL ACCESSIBLE CODE SINGLE SPACE HANDICAP PARKING DETAIL N.T.S. NOTES: 1. TWO ADJACENT HANDICAP SPACES MAY SHARE THE SAME PARKING ACCESS ISLE. 2. HANDICAP PARKING SPACES AND ACCESS ISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 27. IN ANY DIRECTION. 3. 1 OUT OF EVERY 8 HANDICAP SPACES, BUT NOT LESS THAN 1, SHALL BE VAN ACCESSIBLE AND SHALL HAVE PROPER SIGNAGE NOTING "VAN ACCESSIBLE ". 4. HANDICAP AND VAN ACCESSIBLE PARKING SPACES SHALL HAVE PROPER SIGNAGE AS PER LOCAL CODE AND A.D.A. REQUIREMENTS. 5. HANDICAP SPACES SHALL COMPLY WITH LOCAL CODES AND A.D.A. REQUIREMENTS. 2.5' VDOT #3, #357, #5, #56 OR ' \- CLASS I RIPRAP 57 COARSE AGGREGATE TO REPLACE SILT FENCE IN "HORSESHOE" WHEN HIGH VELOCITY OF FLOW IS EXPECTED. SOURCE: ADAPTED from VDOT Standard Sheets and Vo. DSWIC PLATE. 3.08 -1 CULVERT INLET PROTECTION N.T.S. A K PW STA =10 +21.20 PW ELEV 509.90 PW STA = 10 +46.20 A.D. _4.000 PV/ ELEV a 508.40 K =2.500 A.D. _ -2.313 10.0'VC K = 4.323 1 10.0' VC 3.126 N PER COUNTY COMMENTS V_ cS o 1 + O o ad h^ 4 h+Lo ++°n0 07 CL PER COUNTY COMMENTS 10 0' VC 7l 7 aWW 5 03 02 X41 500 DATUli! ELEV 495.00 c c M-0 PW STA 10 +46.62 WP -2 SHEET N0,6w PW ELEV - 497.83 300 TOW-AWAY A. D. a 6.399 LOW POINT ELEV = 497.16 1 06126106 3.126 LOW POINT STA - 10 +27.48 PER COUNTY COMMENTS CONCRETE SURFACE M'.NIMUM 165 lb /ye' S CONCRFTF SUR%AC COURSF MINIMUM 165 b /yd' 1 + 10 +00 x ENTRANCE PROFILE FOR RIO ROAD Uc. No. 038196 06/15/07 HURTPROFFITT EXCAVATED AREA FOR CIP N.T.S. PW STA 10 +46.62 WP -2 SHEET N0,6w PW ELEV - 497.83 300 TOW-AWAY A. D. a 6.399 LOW POINT ELEV = 497.16 1 06126106 3.126 LOW POINT STA - 10 +27.48 PER COUNTY COMMENTS CONCRETE SURFACE M'.NIMUM 165 lb /ye' S CONCRFTF SUR%AC COURSF MINIMUM 165 b /yd' 1 + SAW CUT J INC HC$ 4 01 24 07 AND REMOVE EXISTING PER COUNTY COMMENTS 10 0' VC 7l 7 5 03 02 07 K = 1.567 M NPERVDOTCOMETS E %ISTHJG PROPOSED AGGRLGAIL. _X NI PROPOSED PAVEMENT PAVEMENT LAYERS Jun 14,2007 -9:34am V: LandProjects 20050260 \dwg DETAIL- R1.dwg EXCAVATED AREA FOR CIP N.T.S. PARKING BY DISABLED PERMIT ONLY PW STA 10 +46.62 WP -2 PENALTY PW ELEV - 497.83 300 TOW-AWAY A. D. a 6.399 LOW POINT ELEV = 497.16 PROPOSED ASPHALT K =3.126 LOW POINT STA - 10 +27.48 CONCRETE SURFACE M'.NIMUM 165 lb /ye' 1 CONCRFTF SUR%AC COURSF MINIMUM 165 b /yd' 1 + SAW CUT J INC HC$ 20.0' VC PW ELEV = 497.09 AND REMOVE EXISTING 3„ 10 0' VC A. D. 6.383 ASPHALT TO FORM A BENC`i JOINT OF 2_ INCHES AND REMOVEMATEIALTOTOPOF K = 1.567 E %ISTHJG PROPOSED AGGRLGAIL. _X NI PROPOSED PAVEMENT PAVEMENT LAYERS ASPHALT 'ACK COAT 111 REQUIRED 500 607 ASPHALT TACK COAT REQUIRED EXISTING PROPOSED EXISTING PROPOSED DATUM ELEV 485.00 SURGRA9F PAVEMENT CONSTRUCTION 1` EXISTING PAVEMENT OVER 6" IN DEPTH, (EXISTING PAVEMENT LESS THAN 6" IN DEPTH) DRAWING NOT TO SCALE) (DRAWING NOT TO SCALE) 10 +00 PARKING BY DISABLED PERMIT ONLY INSERTA'LBLs- ` I - -IFFTA137 MAXIMUM WP -2 PENALTY EXISTING PAVEMENT 300 TOW-AWAY PROPOSED PAVEMENT WiDENINC PROPCSEC PAVEMENT WIDENING ZONE PROPOSED ASPHALT MAN 12 PROPOSED ASPHALT MIN. 1Z CONCRETE SURFACE M'.NIMUM 165 lb /ye' 1 CONCRFTF SUR%AC COURSF MINIMUM 165 b /yd' SAW CUT J INC HC$ PARKING BY DISABLED PERMIT ONLY O) 0 VAN ACCESSIBLE I 0 6 3/4" M \ •• 4 a. A 2.0' COMBINED CURB AND GUTTER SHALL BE CONSTRUCTED OF ONE COURSE CLASS "A3" CONCRETE AE) CONFORMING TO THE ABOVE SECTION AND SHALL BE THOROUGHLY SPADED IN FORMS AND FINISHED NTH A WOODEN FLOAT. CONCRETE SHALL BE POURED IN 10' LENGTHS WITH JOINTS CUT ENTIRELY THROUGH THE CURB AND GUTTER BY MEANS OF 1/4" STEEL PLATES. FRONT CURB FORMS WITH 2" RADII SHALL BE REQUIRED. w." www w . A w. ww • w w. 2" ALUMINUM SQUARE TUBE an slim mplow *w A AN sumXAMA boll=sm Cal!7 ,P .. ,..-- -..... - ,..A a & 010111lem SEC110N C -C PLAN VIEW 0.125 ALUMINUM PANEL BOLTED TO 2" SQUARE TUBE. NOTE: PROVIDE ADDITIONAL VAN ACCESSIBLE" SIGNAGE AT LOCATIONS REQUIRED BY CODE AND /OR AS INDICATED ON DRAWINGS. a cwww= mm Owen oft #I POWMA own. rvfM 1111111114" *1" V IL r 4w xx SECTION A Jt OurMINES FOR CRAPE CHMNIQE 0 O1M MMY Mme VAIIIIIIIIIIIIII ffftlwLw a VIISI 110 Mlp 0 it 32 rlsr "164m vow 03% • i 1 1rlre Ttd ItMOMMORIY` KIM METt= OF TREATMENT - CONNECTION FOR STREET MITERSECTION'S ANA COMMERCIAL ENTRANCES van" manual a uwrrACeIIaIw " INSERTA'LBLs- ` I - -IFFT A137 MAXIMUM WP -2 PENALTY EXISTING PAVEMENT 300 TOW-AWAY PROPOSED PAVEMENT WiDENINC PROPCSEC PAVEMENT WIDENING ZONE O) 0 VAN ACCESSIBLE I 0 6 3/4" M \ •• 4 a. A 2.0' COMBINED CURB AND GUTTER SHALL BE CONSTRUCTED OF ONE COURSE CLASS "A3" CONCRETE AE) CONFORMING TO THE ABOVE SECTION AND SHALL BE THOROUGHLY SPADED IN FORMS AND FINISHED NTH A WOODEN FLOAT. CONCRETE SHALL BE POURED IN 10' LENGTHS WITH JOINTS CUT ENTIRELY THROUGH THE CURB AND GUTTER BY MEANS OF 1/4" STEEL PLATES. FRONT CURB FORMS WITH 2" RADII SHALL BE REQUIRED. w." www w . A w. ww • w w. 2" ALUMINUM SQUARE TUBE an slim mplow *w A AN sumXAMA boll=sm Cal!7 ,P .. ,..-- -..... - ,..A a & 010111lem SEC110N C -C PLAN VIEW 0.125 ALUMINUM PANEL BOLTED TO 2" SQUARE TUBE. NOTE: PROVIDE ADDITIONAL VAN ACCESSIBLE" SIGNAGE AT LOCATIONS REQUIRED BY CODE AND /OR AS INDICATED ON DRAWINGS. a cwww= mm Owen oft #I POWMA own. rvfM 1111111114" *1" V IL r 4w xx SECTION A Jt OurMINES FOR CRAPE CHMNIQE 0 O1M MMY Mme VAIIIIIIIIIIIIII ffftlwLw a VIISI 110 Mlp 0 it 32 rlsr "164m vow 03% • i 1 1rlre Ttd ItMOMMORIY` KIM METt= OF TREATMENT - CONNECTION FOR STREET MITERSECTION'S ANA COMMERCIAL ENTRANCES van" manual a uwrrACeIIaIw " INSERTA'LBLs- ` I - -IFFTA137 WP -2 LXISTING PAVLMLNI _EXISTING PAVEMENT PROPOSED PAVEMENT WiDENINC PROPCSEC PAVEMENT WIDENING PROPOSED ASPHALT MAN 12 PROPOSED ASPHALT MIN. 1Z CONCRETE SURFACE M'.NIMUM 165 lb /ye' COURSE CONCRFTF SUR%AC COURSF MINIMUM 165 b /yd' SAW CUT J INC HC$ AND REMOVE EXISTING 3„ SAW CUT A MINIMUM ASPHALT TO FORM A BENC`i JOINT OF 2_ INCHES AND REMOVEMATEIALTOTOPOF E %ISTHJG PROPOSED AGGRLGAIL. _X NI PROPOSED PAVEMENT PAVEMENT LAYERS ASPHALT 'ACK COAT PAVEMENT PAVEMENT LAYERS REQUIRED ASPHALT TACK COAT REQUIRED EXISTING PROPOSED EXISTING PROPOSED AGGREGATE AGGREGATE LAYER AGGREGATE AGGREGATE LAYER SUBGRADE SURGRA9F PAVEMENT CONSTRUCTION JOINT DETAIL PAVEMEN CCNSTRUCTION JOINT DETAIL EXISTING PAVEMENT OVER 6" IN DEPTH, (EXISTING PAVEMENT LESS THAN 6" IN DEPTH) DRAWING NOT TO SCALE) (DRAWING NOT TO SCALE) END OVERLAY NOTES' MIN. !CC'1. WHEN THE PAVEMFN! DESIGN IS GRFATFR N THAN IHF 7 -P1-I OF THE XISIING PAVFMENI, SUBSURFACE DRAINAGE MAY DE REOUIRED BY TI IC ENGINCCR TAI'ERED END MUST 2. OVERLAP THE EXISTING PAVEMENT AS SHOWN IN THE CONSTRUCTION DETAILS.BE APPROVED BY DINT EXISTING ENGINEER 3. A PERPENDICULAR CONSTRUCTION .OINT SHALL BE PROVIDED I AT ALL LOCATIONS WHERE NEW PAVEMENT PAVEMENT ABUTS EXISTING PAVEMENT. 4. THE AREA OF PAVEMENT WIDENING SHAL... BF TRFNCHEC TO THE S'JBGRADE AND COMPACTED PER VDOT SPECIFICATONS. SEE CONSTRUCT ON 5. SURFACE OF WIDENING AREA SHALL BE FLJSH WITH THE SURFACE OF EXISTING PAVEMENTJOINTDETAILPRIORTOOVERLAY. PAVEMENT 6. MI_LINC OF NEW AND EXISTING PAVEMENT MAY BE REQUIRED TO ACHIEVE ACCEPTABLE PAVEMENT CROSS -SLOPE AND PAVEMENT DRAINAGE.WIDENING 7. OVFRI AY THE FNTiRF SURFACF AREA OF THE NEW ANr FISTING PAVFMFNT WITH A MNIMUM OF 165 L3S /SQ YO M ASPHAII CONCR - IE 10 A POINT AT FAST 100 FFr HE FORE AND AF IF .R SEE CONSTRUCTION THE _IMITS OF WIDENING JOINT DETAIL B. ERAD GATE EXISTING PAVEMENT MARKINGS AND RESTR THE WORK ZONE AS REQJREC TO ACHIEVE A UNFORM APPEARANCE AS DRECTED BY THE ENGINEER. EXIS_TIFIC i 9. FNAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQIUREMEN'S OF SECTION 315.C5( -) OF PAVEMENT THE SPECIFICATIONS E %CEP- THAT ALL JOINTS AT TIE -IN LOCATIONS SHALL BE TESTED USING A 'C FEET IAPLRLU EEU MUST STRAIGHTFDGF IN ACCORDANCE WITH THE RFOOIRFMFNTS OF SFCTION 315.07(o) OF THE SPFCIFICAT,ONS. BE APPROVEDPROV..O BY IHE VARIAI ION FROM IHF IES IING F)GE DE IHE SI RAIGH I E UGE RF IWEEN ANY IWO CON IACI POINIS ENGINEER WITH TFIE PAVCMCNT SCRrACC S -IALL NOT EXCEED 14 ". MIN. ' -00 10. PAVEMENT W CENINC PERFCRMED UNDER A VDOT LAND JSE PERMIT SHALL HAVE A PAVEMENT DESIGN PROVIDED BY THE PERMITTEE AND APPROVED BY THE MATERIALS ENGINEER. HI G N ovF'iI AY PLAN VIEW DRAWING NOT TO SCALE) SP-CrICA'10N EFERENCE PAVEMENT WIDENING NFW 9 /06 315 r3O_I.C2303.C2 VIRGINIA DEPARTMENT OF TRANSPORTATION YtER SEF LA ? 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ExiTaA R is CTT; 41.5E ff34S t TC'CLASS R .. \ :......:........:. r,am stA MI') 4R7 HQY^ rare r ;W; :v' N4,` W;1.%ac TO FA f.£NiICSt ;T 4 r.s. l.. tx••3A FINISH GRADE 24 SQUARE CLASS A3 CONC. PAD 6-1 15# BUILDERS FELT SET HEIGHT AS REQUIRED 45' BEND- 45' BEND 32" MIN. FOR 8" PIPE OR SMALLER 48" MIN. FOR 10" PIPE AND ABOVE D/4 BUT NOT LESS THAN 4" ALL PIPE TRENCHES TO BE EXCAVATED TO 12" BEYOND PIPE ON EACH SIDE OF PIPE. ACTED EARTH ACTED BACKFILL rCOMPACTED VDOT #10 OR 26 AGGREGATE BEDDING 57 MAY BE USED IN HIGH WATER TABLE AREAS. UNDISTURBED SOIL 3" do ADJ RIN( DTE #1 BASE AVAILABLE IF REQUIRED P NOTES 1. INVERT TO BOTTOM OF BASE 1.00 NORMALLY, GREATER FOR LARGE PIPE OR STEEP SLOPES. 2. BASE SECTION HEIGHTS - MULTIPLES OF 6 ". 3. RISER HEIGHTS - MULTIPLES OF 16 ". 4. STEPS- STEP SHALL HAVE CONTINUOUS ALIGNMENT BETWEEN SECTIONS. STEEL STEPS WITH PLASTIC COATING. MA INDUSTRIES PC -1 -PF COPOLYMER, POLYPROPYLENE ENCAPSULATED STEEL.OMIT FOR MANHOLES LESS THAN 48" DEEP. 5. MANHOLE SECTIONS - ASTM C478 W/ 0 -RING GASKET JOINTS - ASTM C443. 6. PATCH INSIDE AND OUTSIDE JOINTS WITH NON- SHRINK GROUT. 7. WATERPROOF OUTSIDE OF SANITARY MANHOLES WITH BITUMASTIC APPLICATION. EPDXY COAT INSIDE OF SANITARY MANHOLES 10OX 8. STRUCTURAL DESIGN FOR BASE, WALL AND TOP SLAB THICKNESS AND REINFORCING SHALL BE IN ACCORDANCE WITH ASTM C890 CAPABLE OF SUSTAINING HS 20 LOADING. MANUFACTURER TO SUBMIT APPROPRIATE STRUCTURAL DESIGN INFORMATION AND CERTIFICATION FOR REVIEW. 9. CONNECT PIPES USING FLEXIBLE JOINTS. 10. SHAPE MANHOLE BOTTOM PER VDOT DETAIL IS -1. 11. DROP MANHOLE REQUIRED FOR DROPS LARGER THAN 2' IN HEIGHT. kkEM SCR Z i3.. ?Sri LL :P4A C9'• WA:Ef: EAt tN Ak' Ls r#trPACTf TAwcP1;i1 fx 11th L 3 Lilvf4SAi°' E IO v ) t:A ,i.y. EsPrJ'1 .za'"S l.v •. ?tt C AFcf.AS * its >;:iEati>rEG 14}CST .. A . t t;3A (IIL: E3 £MTER£ !' NtsH 'Jfl; 211E )tlf':. I. FOR EfiJr'%E IRRMI l iN 1HE 00T'(N`))it t7F 1HE TrRD40 0, PI CAND *APAL 1'F:D AND .L ST.ONE$ REMOVED O A 4r EKODtNO OF NO, -,t; S ?CI+EE 'ri,6t .t3f: f•ftt3dE.hf3}' 3:11M f Rv+t. fa tft; UNTERED )'3Pf <V4AL -L BE )NS AIALl;D : A. #A)Nlks))t4 ,6" fit?t?6 OF N0, r?NEF C$iJM ' TYPICAL SEWER PF CLEANOUT ADAPTER THREADED PLUG 2' MAX. CLEARANCE H2O LOAD RATED IN PAVED AREAS. BRASS CLEANOUT IN LAWNS AND SIDEWALKS 5/8" ANCHOR BOLTS IF COVER IS IN ROAD SHOULDER 8 FLASHINGi i I NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -PIA) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A -423) VLLE THREADS WHICH IS OR APPROVED EQUAL THE LOCAL STANDARD. 1 r LENG OF BRANCH VARIES 1 8' MIN l - - -- I .1. 7 CV. Fr. -"- B' ALVE BO GRAVEL 1,J 6' CATEJ6i' VALVE TEE 2500 P.S.I. CONCRETE RASE AND THRUST i; •I 1BLOCKAGAINST UNDISTURBED STABLE SOIL. STEEL PILE 3/4' THREADED RODS TOWHENTHESOILISDISTURBEDORWHEN- yACy IN All INSTALLATIONS.A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE DALVANIIFD THE VALVE TO THE HYDRANT WITH 2 -3/4" OR ASPHALT COATED THREADED RODS R4 ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE HALL BE USED AS ADDITIONAL SUPPORT NQTF I. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHFS ) 1 FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE Box, 4. THE GAFF. VALVE IS ALLOWED IN SMOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S- Fir. hydranca shall be 1maltalled at loratt"na where weep holes are above the prevailing grosadwater eleVALU e. If tequired to be in wet ateae;, the weep holey shall be plugged and the hydrant shall, be pumped dry. I T'(P A;_ FIRE HY_DPANT A SSFMBI Y DE (AIL N T EllectJve Augnst 18, 200 I'C` yr a TO 17 COMPACTED VDOT NO. 26 STONE TO INVERT OF CLEANOUT 24 " -yl ELEVATION CLEANOUT N.T.S. HEAVY DUTY HS 20 RATED FRAME AND COVER W/24" CLEAR OPENING ALTERNATE FIFE LOCATION (ELT) pEE NOR Q BAIUV'T WE NOR N COUPLING Olin MY CONTRACTOR) Fre WEE NOTE5 SIG) - J NET Mee N0T0 "Q BAY OUTLET 4I .•f, , •w'• - BAY FILTRAT1011 BAY 8' x 18' STORMFILTER - PLAN VIEW 1 1 3" FRAILE AND cum (Tyr) SEE NOTE 4) GRADE KING VYP) FLOW 5rREADER BAFFLE WALLCRT) `W 5TQ (Tm 1 4'-6' MIN 5LT NOTE 7) RIINMNd/T FOCI ENERGY UNDERptAM DR3511FAT(M CARTRIDGE NOTE MANPOID 8' x 18' 3TORMFILTER - SECTION VIEW A 1 THE STOW VOM CwumeAOrt aW,dlmaa 907,67G: MID - ATLANTIC, ELFRIDGE. MD ING) 74033 10. ro E L[NG a•. a,7IA.lI7. mw C.Oe7.4v[ N,. 6, 01.m , . mal. INTENT ONLY. ACTUAL DWACN5KM AND CONFIGURATION OF STRUCTUWILLEW BE >WN ON FI DOUCTION SHOE DRAWING. nW OlRR OOITTfC1101[IRRr[mYr YmIW" E COUIFFED WITH EITHER KNOCKOUTS OR CAST -IN BOOT CONNECTIONS AT NET AND ounrr LDCAT10115. 8' x 16' PRECAST STORMFILTER 9E[ NOTE 4) uY S WATER OUAUTY PLAN AND SECTION VIEWS 3CF0 FR069 AND 8' x I G' PRECAST F°t_viC E i BALLAST I ME NOTE 4) 0117[: ta'IM m0Yl:Mmlml 1'[m MMl:mImINONMOII IIIItM:LLllll l7WOQAM 8'x IV STORMFILTER - SECTION VIEW B Flew IIWIIIbml a; , ;J OpF)CE M WEIR DETAIL - SECTION VIEW B yR',)t4 r REOUIIKq STETS t 16' ne arras w6vaclaw 0 ALTERNATE PRE 02011{ ODI)TgN LlmisramYR Lmhlls" FARM CI'OIlId 1r LOCATION 1 SEE NOR 4) STANDARD DETAIL x STORMGATE VAULT - PLAN VIEW f1cl 5: _O U 1 24'0 FRAME r g LU 6n o Ui . -. e IX n 20 l r 1 i b Z i i r4 f W3 11i 1 \0.Q iI I f I YP!(,A L MANHOLL F RAMF OVE=R fill, F.f TsA•c ive Augnsl 19, 2005 F; S I- U TL) FINISH GRADE 24 SQUARE CLASS A3 CONC. PAD 6-1 15# BUILDERS FELT SET HEIGHT AS REQUIRED 45' BEND- 45' BEND 32" MIN. FOR 8" PIPE OR SMALLER 48" MIN. FOR 10" PIPE AND ABOVE D/4 BUT NOT LESS THAN 4" ALL PIPE TRENCHES TO BE EXCAVATED TO 12" BEYOND PIPE ON EACH SIDE OF PIPE. ACTED EARTH ACTED BACKFILL rCOMPACTED VDOT #10 OR 26 AGGREGATE BEDDING 57 MAY BE USED IN HIGH WATER TABLE AREAS. UNDISTURBED SOIL 3" do ADJ RIN( DTE #1 BASE AVAILABLE IF REQUIRED P NOTES 1. INVERT TO BOTTOM OF BASE 1.00 NORMALLY, GREATER FOR LARGE PIPE OR STEEP SLOPES. 2. BASE SECTION HEIGHTS - MULTIPLES OF 6 ". 3. RISER HEIGHTS - MULTIPLES OF 16 ". 4. STEPS- STEP SHALL HAVE CONTINUOUS ALIGNMENT BETWEEN SECTIONS. STEEL STEPS WITH PLASTIC COATING. MA INDUSTRIES PC -1 -PF COPOLYMER, POLYPROPYLENE ENCAPSULATED STEEL.OMIT FOR MANHOLES LESS THAN 48" DEEP. 5. MANHOLE SECTIONS - ASTM C478 W/ 0 -RING GASKET JOINTS - ASTM C443. 6. PATCH INSIDE AND OUTSIDE JOINTS WITH NON- SHRINK GROUT. 7. WATERPROOF OUTSIDE OF SANITARY MANHOLES WITH BITUMASTIC APPLICATION. EPDXY COAT INSIDE OF SANITARY MANHOLES 10OX 8. STRUCTURAL DESIGN FOR BASE, WALL AND TOP SLAB THICKNESS AND REINFORCING SHALL BE IN ACCORDANCE WITH ASTM C890 CAPABLE OF SUSTAINING HS 20 LOADING. MANUFACTURER TO SUBMIT APPROPRIATE STRUCTURAL DESIGN INFORMATION AND CERTIFICATION FOR REVIEW. 9. CONNECT PIPES USING FLEXIBLE JOINTS. 10. SHAPE MANHOLE BOTTOM PER VDOT DETAIL IS -1. 11. DROP MANHOLE REQUIRED FOR DROPS LARGER THAN 2' IN HEIGHT. kkEM SCR Z i3.. ?Sri LL :P4A C9'• WA:Ef: EAt tN Ak' Ls r#trPACTf TAwcP1;i1 fx 11th L 3 Lilvf4SAi°' E IO v ) t:A ,i.y. EsPrJ'1 .za'"S l.v •. ?tt C AFcf.AS * its >;:iEati>rEG 14}CST .. A . t t;3A (IIL: E3 £MTER£ !' NtsH 'Jfl; 211E )tlf':. I. FOR EfiJr'%E IRRMI l iN 1HE 00T'(N`))it t7F 1HE TrRD40 0, PI CAND *APAL 1'F:D AND .L ST.ONE$ REMOVED O A 4r EKODtNO OF NO, -,t; S ?CI+EE 'ri,6t .t3f: f•ftt3dE.hf3}' 3:11M f Rv+t. fa tft; UNTERED )'3Pf <V4AL -L BE )NS AIALl;D : A. #A)Nlks))t4 ,6" fit?t?6 OF N0, r?NEF C$iJM ' TYPICAL SEWER PF CLEANOUT ADAPTER THREADED PLUG 2' MAX. CLEARANCE H2O LOAD RATED IN PAVED AREAS. BRASS CLEANOUT IN LAWNS AND SIDEWALKS 5/8" ANCHOR BOLTS IF COVER IS IN ROAD SHOULDER 8 FLASHINGi i I NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -PIA) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A -423) VLLE THREADS WHICH IS OR APPROVED EQUAL THE LOCAL STANDARD. 1 r LENG OF BRANCH VARIES 1 8' MIN l - - -- I .1. 7 CV. Fr. -"- B' ALVE BO GRAVEL 1,J 6' CATEJ6i' VALVE TEE 2500 P.S.I. CONCRETE RASE AND THRUST i; •I 1BLOCKAGAINST UNDISTURBED STABLE SOIL. STEEL PILE 3/4' THREADED RODS TOWHENTHESOILISDISTURBEDORWHEN- yACy IN All INSTALLATIONS.A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE DALVANIIFD THE VALVE TO THE HYDRANT WITH 2 -3/4" OR ASPHALT COATED THREADED RODS R4 ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE HALL BE USED AS ADDITIONAL SUPPORT NQTF I. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHFS ) 1 FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE Box, 4. THE GAFF. VALVE IS ALLOWED IN SMOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S- Fir. hydranca shall be 1maltalled at loratt"na where weep holes are above the prevailing grosadwater eleVALU e. If tequired to be in wet ateae;, the weep holey shall be plugged and the hydrant shall, be pumped dry. I T'(P A;_ FIRE HY_DPANT A SSFMBI Y DE (AIL N T EllectJve Augnst 18, 200 I'C` yr a TO 17 COMPACTED VDOT NO. 26 STONE TO INVERT OF CLEANOUT 24 " -yl ELEVATION CLEANOUT N.T.S. HEAVY DUTY HS 20 RATED FRAME AND COVER W/24" CLEAR OPENING ALTERNATE FIFE LOCATION (ELT) pEE NOR Q BAIUV'T WE NOR N COUPLING Olin MY CONTRACTOR) Fre WEE NOTE5 SIG) - J NET Mee N0T0 "Q BAY OUTLET 4I .•f, , •w'• - BAY FILTRAT1011 BAY 8' x 18' STORMFILTER - PLAN VIEW 1 1 3" FRAILE AND cum (Tyr) SEE NOTE 4) GRADE KING VYP) FLOW 5rREADER BAFFLE WALLCRT) `W 5TQ (Tm 1 4'-6' MIN 5LT NOTE 7) RIINMNd/T FOCI ENERGY UNDERptAM DR3511FAT(M CARTRIDGE NOTE MANPOID 8' x 18' 3TORMFILTER - SECTION VIEW A 1 PEAK FLOW OUTLET Fire SEE NOTE 4) THE STOW VOM CwumeAOrt aW,dlmaa 907,67G: MID - ATLANTIC, ELFRIDGE. MD ING) 74033 10. u.a. rAielr Nw s„t[[,cros, L[NG a•. a,7IA.lI7. mw C.Oe7.4v[ N,. 6, 01.m , . mal. INTENT ONLY. ACTUAL DWACN5KM AND CONFIGURATION OF STRUCTUWILL E W BE >WN ON FI DOUCTION SHOE DRAWING. p rDNXM OlRR OOITTfC1101[IRRr[mYr YmIW"FAIDaa" MNOW. COUIFFED WITH EITHER KNOCKOUTS OR CAST -IN BOOT CONNECTIONS AT NET AND ounrr LDCAT10115. 8' x 16' PRECAST STORMFILTER 9E[ NOTE 4) 8) ANTI - FLOTATION BALLAST TO BE 5FEC:IFIED BY ENGINEER AND PROVIDED BY COWPACTOK C REOIARM . BAR^ T TO EE 9Ef ALONG ENTIRE LENGTH Of BOTH WO OF THE STRUCTURE. WATER OUAUTY PLAN AND SECTION VIEWS 3CF0 FR069 AND 8' x I G' PRECAST FLOW OUTLET I" STANDARD DETAIL WALL 5MIZAM OF CAKFIGOM BALLAST I ME NOTE 4) 0117[: ta'IM m0Yl:Mmlml 1'[m MMl:mImINONMOII IIIItM:LLllll l7WOQAM 8'x IV STORMFILTER - SECTION VIEW B Flew IIWIIIbml PEAK FLOW OUTLET Fire SEE NOTE 4) GR K •._ _ -• _ WEIR (SEE DETAIL IM TA= STORMGATE VAULT - SECTION VIEW A 1 02M OONT[GI OdIImI[Imr 111hr[1N STORMGATE VAULT HIGH FLOW BYPASS I PLAN AND SECTION VIEWS , OU1110NS_ STANDARD DETAIL I r1YrIrI1nFlYramw M1Ctmmr tIPMCINI/ Re N11m[:m"ATdll OMIk1I1W O "W @MI GENERAL NOTES VAUTH 907,67G: MID - ATLANTIC, ELFRIDGE. MD ING) 74033 10. 2) FILTER CARTRIDGE(% TO BE 5Mr10N- ACTUATED AND SHlLILANNIG. STANDARD DETAIL DRAWING SHOWS LM)WAIM MLh4M t L[NG 5EE NOTE 2) INTENT ONLY. ACTUAL DWACN5KM AND CONFIGURATION OF STRUCTUWILLEW BE >WN ON FI DOUCTION SHOE DRAWING. 4) STRUCTURE AND ACCC95 ODVECb TO MEET AASHTO 3.20 LOAD RATING. NET NFE (SEE G) NET AND OUTLET FIFING TO BE SPECIFIED BY ENGINEER AND PNDV10m BY OONTRACr01t PR&CAW 5T01B,1F LTER VAULT COUIFFED WITH EITHER KNOCKOUTS OR CAST -IN BOOT CONNECTIONS AT NET AND ounrr LDCAT10115. 7) FIROVIDE MNIWL)M CLEARANCE FOR MANTENANC E ACCE55. If A 5r1ALtOWEt SMSTBN C REOINRD. CONTACT 9E[ NOTE 4) 8) ANTI - FLOTATION BALLAST TO BE 5FEC:IFIED BY ENGINEER AND PROVIDED BY COWPACTOK C REOIARM . BAR^ T TO EE 9Ef ALONG ENTIRE LENGTH Of BOTH WO OF THE STRUCTURE. WATER OUAUTY 3CF0 FR069 AND 8' x I G' PRECAST COVER rrypi 5TORMFILTER DATA FLOW OUTLET I" mm rlDw RATE raw 5.98 BAFFLE FLOW IM11M FORM OF WALL 5MIZAM OF CAKFIGOM BALLAST SEE NOTE R ME NOTE 4) p 71 , HEIGHT RIM UNDItIORAM MANIFOLD mcrrm -4 8'x IV STORMFILTER - SECTION VIEW B Flew 2 -i FLOTATION BALLW a; , ;J OpF)CE M WEIR DETAIL - SECTION VIEW B yR',)t4 r REOUIIKq STETS t 16' ne arras w6vaclaw U.a. mw NF. $,Ua n.8' x 18' STORMFILTER - TOP VIEW 1 uNmF.ra[ ALTERNATE PRE 02011{ ODI)TgN LlmisramYR Lmhlls" FARM CI'OIlId STORMGATE VAULT HK3F'I FLOW BYPASS LOCATION TOP VIEW, WEIR DETAIL, DATA AND NOTES 2 TOP AND SECTION VIEWS, NOTES AND DATA 2 SEE NOR 4) STANDARD DETAIL x STORMGATE VAULT - PLAN VIEW f1cl 1 24'0 FRAME GR K •._ _ -• _ WEIR (SEE DETAIL IM TA= STORMGATE VAULT - SECTION VIEW A 1 02M OONT[GI OdIImI[Imr 111hr[1N STORMGATE VAULT HIGH FLOW BYPASS I PLAN AND SECTION VIEWS , OU1110NS_ STANDARD DETAIL I r1YrIrI1nFlYramw M1Ctmmr tIPMCINI/ Re N11m[:m"ATdll OMIk1I1W O "W @MI GENERAL NOTES 1) 5TORMFLTER BY 5TORMWATER3G0; WEST: FORTLAND. OREGON (000) 5404GG7; WT: WARBOROUGM, ME (077) 907,67G: MID - ATLANTIC, ELFRIDGE. MD ING) 74033 10. 2) FILTER CARTRIDGE(% TO BE 5Mr10N- ACTUATED AND SHlLILANNIG. STANDARD DETAIL DRAWING SHOWS LM)WAIM MLh4M t OF CAR RDM. ACTUAL NUMBER REQUIRED TO BE SFEOFIED ON 5NT[ FIAN9 OR M DATA TABLE BELOW. 3) PRECAST VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C557 AND CNN. DETAIL DRAWING REFLECTS DOK)N INTENT ONLY. ACTUAL DWACN5KM AND CONFIGURATION OF STRUCTUWILLEW BE >WN ON FI DOUCTION SHOE DRAWING. 4) STRUCTURE AND ACCC95 ODVECb TO MEET AASHTO 3.20 LOAD RATING. S) 5T~LTER REOUIRE9 2.3 FEET OF DRCIF FROM NET TO OUTLET. IF U55 DROP tS AVAILABLE. CONTACT 5TORAIWMTER3C0. G) NET AND OUTLET FIFING TO BE SPECIFIED BY ENGINEER AND PNDV10m BY OONTRACr01t PR&CAW 5T01B,1F LTER VAULT COUIFFED WITH EITHER KNOCKOUTS OR CAST -IN BOOT CONNECTIONS AT NET AND ounrr LDCAT10115. 7) FIROVIDE MNIWL)M CLEARANCE FOR MANTENANC E ACCE55. If A 5r1ALtOWEt SMSTBN C REOINRD. CONTACT 5TORMWMTER360 FOR OTHER OFTIM. 8) ANTI - FLOTATION BALLAST TO BE 5FEC:IFIED BY ENGINEER AND PROVIDED BY COWPACTOK C REOIARM . BAR^ T TO EE 9Ef ALONG ENTIRE LENGTH Of BOTH WO OF THE STRUCTURE. 9) ALL 5TORMNLTER5 REQUIRE REGULAR MAIRENANCE. REFER TO OFERATION AND MMCTENANC E CLIDEIINO FOR MORE INfORA4AT1011. 3CF0 FR069 AND 8' x I G' PRECAST COVER rrypi 5TORMFILTER DATA SEE NOTE 4)A mm rlDw RATE raw 5.98 BAFFLE FLOW IM11M FORM OF WALL 5MIZAM OF CAKFIGOM BALLAST SEE NOTE R 91 WiN461 p 71 , HEIGHT RIM UNDItIORAM MANIFOLD mcrrm -4 8'x IV STORMFILTER - SECTION VIEW B Flew 2 -i FLOTATION BALLW a; , ;J hlCW1. 4 't. 4' WEIR DETAIL - SECTION VIEW B yR',)t4w t 16' ne arras w6vaclaw U.a. mw NF. $,Ua n.8' x 18' STORMFILTER - TOP VIEW 1 uNmF.ra[ 2 02011{ ODI)TgN LlmisramYR Lmhlls" FARM CI'OIlId STORMGATE VAULT HK3F'I FLOW BYPASS 8' x 18' PRECAST STORMFILTER TOP VIEW, WEIR DETAIL, DATA AND NOTES 2 TOP AND SECTION VIEWS, NOTES AND DATA 2 Fs1YerNSwWraw STANDARD DETAIL x d17[:1aIN [OW[:aOI! Fa[M1W:wMA0011 fllYWa1:W" 0Ftomm:A110 STORMFILTER MAINTENANCE NOTES 1. ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. MAINTENANCE FREQUENCY IS DEPENDANT UPON SITE CHARACTERIS7ICS AND POLLUTANT LOADING. TYPICAL MAINTENANCE INTERVAL IS 12 TO 18 MONTHS 2. STORMFILTER MAINTENANCE INVOLVES REMOVAL AND REPLACEMENT OF FILTER CARTRIDGES, REMOVAL OF ACCUMULATED SEDIMENT, AND VAULT INSPECTION. J. FULL MAINTENANCE SERVICES MAY BE PROVIDED BY STORMWATE'R MANAGEMENT, INC. REPLACEMENT CARTRIDGES ARE ALSO AVAILABLE FROM STORMWA TFR MANAGEMENT ON AN EXCHANGE BASIS TO FACILI TA 7E OWNER - PROVIDED MAINTENANCE AC77WTY. 4. SPENT FILTER MEDIA AND /OR SEDIMENT REMOVED DURING MAINTENANCE SHOULD BE DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE WASTE DISPOSAL REGULA 710NS. 5• REFER TO STORMFX TER OPERA77ON do MAINTENANCE GUIDELINES FOR MORE DETAILED INFORMA 7701V OR CONTACT STORMWA TER MANAGEMENT A T 800.548.4667. 1 1 06 26 06 4 4 01 24 07 Jun 14. 2007 - 9:34 z ME ItsA z W F' W LLJ o DC LA _j z .O z W CL O >~ L` 1% : 0 N 1 0 zmnjfN: r sue 00 azN z n CYN O O > w Z m O VtoaW J O J 111111111- a =Q 3E W W W co O w J Q Z W J W O O V °G V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06 /26/06 DRAWN BY: MID /KLS CHECKED BY: RAR NINA A. R06ADO Lic. No. 03M 96 06/15/07 najONAL' HURTp OCPROFFITT SHEET Noe PER COUNTY COMMENTS C 6.0 7td PER COUNTY COMMENTS V: LondProjects 20050260 dwg DETAIL- R1.dwg HART FO$k UPPER VEPTlCiE. ML,^.GKir;G GENERAL NOTE5 1) 5TORINGATE BY OOIfTCG1 5TORMWATER SOLUTIONS: FORTLAND, OR UM 540- •ICG7: SCARBOROUGH, ME (077) 907,%76: El1UU=. MO (a") 7403316. 2) pREwT VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH A5TM 0097 AND CAW. OCTAL DRAWING, RMECM DE'SR:N INTENT ONLY. LENGTH AND WIDTH Of VAULT WILL VARY DEFENDING ON PR DMMETER AND ORIENTATION. PLEASE CONTACT COWECH STORAINATER SOL)TIONS TO DETERIAX VAULT S12RNG AND AVAKAOIlTY. ACTUAL DN[NSIONS AND CONFIGURATION WILL BE 5110WN ON PRODUCTION SMOG, DRAWING. 3) STRUCTURE AND ACCESS COVTJL1 TO MEET AASMTO P-20 LOAD RATING. 4) INLET AND oun rr FlmW TO Be 5pecj D BY ENGINEER AND PImVDED BY CONTRACTOR PRECAST 5TC)RAN,ATE VAULT EOUIRED WITH EMIK CORED OPINNG5 OR KNOCKOUTS AT NET AND OVW LCORTIONNS. S) CONTRACTOR TO ADJWT Y/ER TO DODN ELEVATION 5reOFIED IN DATA TABLE BEL SOW. DO NOT EN' SA Mrr485TOE WHEN TIGHTENING SONCW5 ON WEIR FRAME. 5EAL WEIR TO FRAME WITH M SILICONE 9U4ANf AFTER FINAL ADAATWNT. 5T0RMGATE VAULT DATA I IA 4' MIN I 5ET 5CTREW5 SY'r) I MATERIAL SEE NOR 5) 1 S . CIUAUTY WEIR DETAIL - PLAN VIEW 1 WFLOWOUTICT FryFE 490 .64 RCT I s 2 OUT MPE 490.04 RL7 5' I WEIR FRAME 1 ^ -3'1 ADJUSTABLE WEIR FIAT[ See NaR s) , 2' -2' MIN EMemMnNr ANCHORS a; , ;JWMIN WEIR DETAIL - SECTION VIEW B 24 FRAM[ : 1 '!+lr. •Ft•' °•'yANDCOVER(STD) r„7•_ t STORMGATE VAULT - TOP VIEW 2 201111111111NxxrrtaNLRrammmYrLmOIIar STORMGATE VAULT HK3F'I FLOW BYPASS TOP VIEW, WEIR DETAIL, DATA AND NOTES 2 OlWela"Immaa,4aa STANDARD DETAIL 011TC M'N mfAfE:IIMI FII[IIANLIIG1Taa ONImI:Yw 4.f0: AM STORMFILTER MAINTENANCE NOTES 1. ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. MAINTENANCE FREQUENCY IS DEPENDANT UPON SITE CHARACTERIS7ICS AND POLLUTANT LOADING. TYPICAL MAINTENANCE INTERVAL IS 12 TO 18 MONTHS 2. STORMFILTER MAINTENANCE INVOLVES REMOVAL AND REPLACEMENT OF FILTER CARTRIDGES, REMOVAL OF ACCUMULATED SEDIMENT, AND VAULT INSPECTION. J. FULL MAINTENANCE SERVICES MAY BE PROVIDED BY STORMWATE'R MANAGEMENT, INC. REPLACEMENT CARTRIDGES ARE ALSO AVAILABLE FROM STORMWA TFR MANAGEMENT ON AN EXCHANGE BASIS TO FACILI TA 7E OWNER - PROVIDED MAINTENANCE AC77WTY. 4. SPENT FILTER MEDIA AND /OR SEDIMENT REMOVED DURING MAINTENANCE SHOULD BE DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE WASTE DISPOSAL REGULA 710NS. 5• REFER TO STORMFX TER OPERA77ON do MAINTENANCE GUIDELINES FOR MORE DETAILED INFORMA 7701V OR CONTACT STORMWA TER MANAGEMENT A T 800.548.4667. 1 1 06 26 06 4 4 01 24 07 Jun 14. 2007 - 9:34 z ME ItsA z W F' W LLJ o DC LA _j z .O z W CL O >~ L` 1% : 0 N 1 0 zmnjfN: r sue 00 azN z n CYN O O > w Z m O VtoaW J O J 111111111- a =Q 3E W W W co O w J Q Z W J W O O V °G V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06 /26/06 DRAWN BY: MID /KLS CHECKED BY: RAR NINA A. R06ADO Lic. No. 03M 96 06/15/07 najONAL' HURTp OCPROFFITT SHEET Noe PER COUNTY COMMENTS C 6.0 7td PER COUNTY COMMENTS V: LondProjects 20050260 dwg DETAIL- R1.dwg HART FO$k UPPER VEPTlCiE. ML,^.GKir;G EROSION AND SEDIMENT CONTROL/ STORM WATER MANAGEMENT NARRA77VE PROJECT DESCRIPTION: This project will consist of the construction of a 15,180 square foot retail and restaurant building, as well as parking improvements to the Wachovia building site. Currently on site, in addition to the Wachovia, there is an existing gas station, which will be removed. Construction is scheduled to take three phases: first, the addition of 20 parking spaces for Wachovia bank patrons, then the Wachovia parking lot, and finally the building of the new structure and associated site improvements. The Wachovia parking lot will receive an overlay of asphalt to match proposed pavement. Additional landscaping will be added to bring the existing site into compliance with the current landscape ordinance. A total of 4.57 acres will be disturbed during this project. No offsite areas are expected to be disturbed for this project with the exception of the entrance work onto adjoining roads. ADJACENT PROPERTY The property to the east of the site is a parking lot, but is scheduled to become a Logan Roadhouse Restaurant. The property to the south of the site is a parking lot for the Seminole Trail Fashion Moll. The site is bound by Seminole Trail (Route 29) to the west and Rio Rood (Route 631) to the north. The site is directly adjacent to the Rio Road and Seminole Trail intersection. OFFS] TE AREA All grading operations will be onsite. No other offsite areas shall be disturbed as part of this project. CPJ77CAL AREA The critical area is the existing trees which are to remain. Existing trees to remain shall receive tree protection prior to any demolition or excavation. All site work shall proceed with care in areas where proposed work is adjacent to existing trees to remain. Existing trees to remain shall not be disturbed throughout construction. SOILS Per the Soil Survey of Albemarle County, Virginia by the USDA in 1985, the subsurface generally consists of Eliook Loam Soil. This soil is deep, gently sloping, and well drained. Permeability and available water capacity are moderate. Surface runoff is medium. The subsoil has moderate shrink -swell potential. The soil is very strongly acid to medium acid throughout. See Appendix 8 for Geotechnicol Investigation Report. WA TER QUALITY Water quality for this site was determined based on the technology based approach. This approach is based on the characteristics of the site (drainage area size, total impervious cover, engineering constraints, etc.). The target phosphorous removal rate based on 67- 10OX impervious coverage of the site is 65.1X Technological based filters with given pollutant removal efficiencies were applied to the site to reduce post - development loads to pre - development levels. EROSION AND SEDIMENT CONTROL. Unless otherwise in ico e , a vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specification of the latest edition of the Virginia Erosion and Sediment Control Handbook. The minimum standards of the handbook shall be adhered to unless otherwise waived or approved by variance. Temporary Construction Entrance - 3.02: One construction entrance is proposed as shown on the plans. The contractor may adjust the construction entrance location to ensure that the sediment is removed from the vehicles before they leave the site. This structure will be 70 ft long and 20 ft wide. This is to be installed prior to any work beginning onsite. 3.05 Silt Fence (SF) - A temporary sediment barrier constructed of posts, filter fabric with wire support fence, placed across or at the toe of a slope or in a minor drainage way to intercept and detain sediment and decrease flow velocities from drainage areas of limited size. Silt fence is to be installed along the downhill side of any disturbed area. 3.07 Inlet Protection (4 - Storm drain inlet protection shall be placed at the inlet of all storm culverts and drop inlets to filter sediment -laden runoff. Culvert inlet protection shall be placed as shown on the plans and according to the detail included in the plans. 3.09 Diversion Dike (OD) - A diversion dike shall be constructed around the perimeter of the construction site of the proposed shopping center by the contractor to control sediment -laden runoff. 3.31 Tempg= ng CZW - The contractor is to implement temporary seeding if disturbed land is left exposed for over 30 days and construction is not complete in this area. 3.32 Permanent Seeding = - Establishment of perennial vegetative cover by planting seed on rough - graded areas that will not be brought to final grade for a year or more or where permanent, long -lived vegetative cover is needed on fine- graded areas. 3.35 Mulchingt_ MU) - Application of plant residues or other suitable materials to disturbed surfaces to prevent erosion and reduce overland flow velocities. Fosters plant growth by increasing available moisture and providing insulation against extreme heat or cold. Tree Protection - 3.37.• Protecting existing trees from mechanical and other injuries during land disturbing and construction activities to ensure the survival of desirable trees where they will be effective for erosion and sediment control and provide other environmental and aesthetic benefits. VEGETA TI VE MEASURES: Temp2q=vSeedinglPermanent Stabilization Seeding measures shall be taken on disturbed soil at cut /fill slopes, sides of sediment basins, ditch lines, or areas outside of on -going construction practices within seven (7) days of completed grading. All areas disturbed by construction will be stabilized with permanent seeding immediately following final grading. Unless otherwise indicated, all erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the latest edition of the Virginia Erosion and Sediment Control Handbook. MANAGEMENT STRATEGIES: Erosion and sediment control should be discussed between the grading contractor and the owner prior to any excavation so that limits of construction and erosion control methods are cleorly understood by both parties. Construction will be sequenced so that grading operations can begin and end as quickly as possible. There is to be no tracking of mud or dirt by construction equipment onto any paved drives or roads. Sediment trapping measures will be installed as a first step in grading and will be seeded and mulched immediately following installation. Seeding or other stabilization will follow immediately after grading. Areas, which ore not to be disturbed, will be clearly marked by flags, signs, etc. After achieving adequate stabilization, the temporary E&S controls will be cleaned up and removed. PERMANENT STABILIZATION: All areas disturbed by construction shall be stabilized with permanent seeding immediately following finish grading. Mulch (straw or fiber) will be used on relatively flat areas. In all seeding operations, seed, fertilizer and lime will be applied prior to mulching. MAINTENANCE: The contractor is responsible for maintaining all erosion and sediment control measures. These shall be checked daily and after each significant rainfall, any deficiencies shall be repaired immediately in accordance with the latest edition of the VESCH or as deemed necessary by the local approving authority. C PG NP GpO 4.5' COMPACTED G SOIL Q`1 0' MIN. S 4,7HEAVY C V.D.O.T. #1 AGGREGATE TEMPORARY CONSTRUCTI ENTRANCE N.T.S. . VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS MINIMUM STANDARD CURB INLET O 0 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE tS SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT NOTE: UNDER PAVED UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE o o APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.o 0 40 °°°° °o 040 40 °° ° ° o °° °° ° 0 1 0 ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL 0 000 — EROSION AND SEDIMENT CONTROL PRACTICES WILL BE WIRE SCREEN GRAVEL FILTER—/ CONCRETE BLOCK CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND RUNOFF WATER WITH SEDIMENTVIRGINIAREGULATIONS4VAC50 -30 EROSION AND SEDIMENT CONTROL REGULATIONS OVERFLOW FILTERED WATER ES -2: THE UNIVERSITY AUTHORITY MUST BE NOTIFIED ONE WEEK IIIII— PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR IIIII III = TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE IIIII —_ II — WEEK PRIOR TO THE FINAL INSPECTION.11111= =IIIII — IIIII =IIIII =IIII ='I ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE IIII —IIIII SEDI 2 "x4"PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING SCREEN `CURB INLET ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL WOOD STUD PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS SPECIFIC APPLICATION OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS LIMITED TO, OFF SITE BORROW OR WASTE AREAS) THE WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSI\ CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PONDING IN FRONT OF THE STRUCTURE. PLAN TO THE UNIVERSITY FOR REVIEW AND APPROVAL. CONTRACTOR IP IS SOLELY RESPONSIBLE FOR EROSION do SEDIMENT CONTROL BLOCK AND GRAVEL MEASURES AT OFFSITE BORROW AND DISPOSAL AREAS CURB INLET SEDIMENT FJ ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY w ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT NTs EROSION AND SEDIMENTATION AS DETERMINED BY THE UNIVERSITY. ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT 0 = CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING rp ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL z = c•, STABILIZATION IS ACHIEVED. ES -8: DURING DEWATERING OPERATIONS, WATER WALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. SEEDING SPECIFICATIONS: TS TEMPORARY SEEDING — MANTER — 40 LBS. ANNUAL RYE /40 LBS. CEREALE RYE (PER ACRE) SUMMER — 40 LBS. ANNUAL RYE /40 LBS. FOXTAIL MILLET (PER ACRE) FERTILIZER — 1500 LBS. 10 -18 -10 /ACRE LIME — 2 TONS /ACRE PS PERMANENT SEEDING — SEASONAL SPECIFICATION — PER ACRE 2/1 TO 5/15 100 LBS. TALL FESCUE 15 LBS. ANNUAL RYE 2 LBS. RED CLOVER 5/16 TO 7/31 120 LBS. TALL FESCUE 10 LBS. FOXTAIL MILLET 2 LOS. RED CLOVER 8/1 TO 9/15 100 LBS. TALL FESCUE 15 LOS. ANNUAL RYE 2 LBS. RED CLOVER 9/16 TO 1/31 120 LOS. TALL FESCUE 10 LBS. CEREALE RYE 2 LBS. RED CLOVER FERTILIZER — ALL SEASONS — 1500 LBS. 10 -18 -10 /ACRE LIME — ALL SEASONS — 2 TONS /ACRE MU • A MULCH COVER IS REQUIRED ON EVERY SEEDING STRAW AT 80 BALES PER ACRE OR AN APPROVED MANUFACTURED MULCH/STABILIZATION MATERIAL VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS MINIMUM STANDARD Si PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. EROSION AND SEDIMENT CONTROL DEVICES: PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. EROSION AND SEDIMENT CONTROL MAINTENANCE: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL TO INSURE THAT ALL DEVICES ARE IN PLACE AND FUNCTIONING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES AS DEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED OR REPLACED. AFTER COMPLETION OF THE PROJECT, AND PERMANENT SEEDING HAS BEEN ESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED AND REMULCHED.AW M am 04006ft now NOWIM W&M SUN VORE l of GRAVEL FILTER SCREEN r+VE]RED WATER Z. YON GATE SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. PLATE. 3.07 -3 • GRAVEL SHALL BE VDOT #3, #357 OR SOURCE: VA. DSWC #5 COARSE AGGREGATE. BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER N.T.S. IP MIN. COMPACTED EARTH tS NOTE: UNDER PAVED Z SURFACES, BACKFILL OVER PIPE SHALL BE V.D.O.T. 21A 2' 12" D 12" — OR 21B STONE TO PAVEMENT MIN. MIN.WITH GEOTEXTILE FABRIC AT MIN /INTERFACE SELECTED HAND — PLACED 12 i COMPACTED BACKFILL SPRING LINE (SEE NOTE 1)W OF PIPE O r' t Q W D/4 BUT NOT t "': COMPACTED VDOT 10 OR Q r'' pOOLESSTHAN4" ?;` ::;_ ;.` ;.;. #26 AGGREGATE Bl DDING fY GC JZj/ /i O NJ NJ — z O ALL PIPE TRENCHES TO p U d Q I— BE EXCAVATED TO 12" BEYOND PIPE ON EACH UNDISTURBED SOIL w U O Z t.9 SIDE OF PIPE.0 = rp O O z = c•,NOTE 1. FOR DUCTILE IRON PIPE AND RCP PLACE BEDDING TO W wo ACEBE DING MATERIAL ABOVE ETHE PIPE. C PIPEPLD Ln } Q M MeVJ$etef STORM SEWER TRENCH N.T.S. 4 "0 WOOD POSTS OR 1.31bfftSTEEL, MIN. 5' LONG O 10 O.C.(MAX) FILTER FABRIC TO BE STAPLED OR WIRED TO POSTS n 42" — 14ga WARE FENCE REINFORCEMENT IIII EXTEND FILTER FABRIC do WARE 8" INTO 4 "x4" TRENCH AND BACKFILL SILT FENCE sF WITH WIRE SUPPORT) N.T.S. HIGH STRENGTH DOUBJ ' TYPEP SEAMS. O Z Q W 0> Q w J Z O Q o V Q. W Z O J O a V W W in Z oaW0V_ Q W W Q J Z a W O > 00 J aQ W V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06 /26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR 01121: mm® ®i S: iE- itit3iE>ll.1i It "M• Its C)ELL t ;i ll "'ii IIE` tL F Il[rZM I1t IIf1'{? Ii 3iR)EG;iiitM N WWAUATM MTO& 24 "x24" FRAME GRATE DI -1 318' THICK GALVANIZED STEEL OIRIFAC.E PLATE WTH 10' DIAMETER ATrAOIED Tb THE 15' OUTLET PIPE. PLATE TO BE SEALED IN THE FIELD WAMR11GHT. 42' 00.5% S.- 15' O 1.10X INV /Ns 491.02 DETEN 77ON CONTROL SMUC7URE DETAIL NOT TO SCALE A& BAG TO BE PLACED ON AGGREGATE OR STRAW. SUPPLIER: ACF ENWRAMENTAL 2831 CARDWELL ROAD RICHMOND, VIRGINIA 23234 800.448.3636 16.25 WATER FLOW FROM PUMP e ti AGGREG4 7F OR STRAW UNDERLA MEW T SIDE VIEW AT.S DE- WATERING DEVICE DETAIL N.T.S. RA TE COVER Y ACCESS ill II II STANDARD 15" GRATE NOTES: STANDARD GRATE SHALL BE H -20 LOAD RATED. PEDESTRIAN GRATE SHALL BE H -10 MEDIUM LOAD RATED. QUALITY. MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70 -50 -05 & A48 —CLASS 30. MATERIAL: DUCTILE IRON GRATE W /CAST IRON FRAME. PAINT CASTINGS SHALL BE FURNISHED WITH A BLACK PAINT. TOP VIEW N.T.S Q YARD INLET GRATE DETAIL N.T.S. RAINA A. R06ADO Uc. No. 038196 06/15/07 ion, HURTp OCPROFFITT SHEET NO. 6N 1 061261061 PER COUNTY COMMENTS C 7.0 7H 5 03/02/07 I PER COUNTY COMMENTS SEW IN SPOUT HIGH S7RENG7T•l STRAPPING FAR HOLDING HOSE IN PLACE. WATER FLOW FROW PUMP PUMP DISCHARGE HOSE PUMP DISCHARGE n 14, 2007 — 9: 34am V: \LandProjects \20050260 \dwq \DETAIL— R1.dwq TOP VIEW W/ GRATE REMOVED) IfIAL wM uoKrN AR The Archetype revkinn 1117/111 • -null Type: Approvals: Job: Catalog number: A11g! Rxunc Fio I rx al kkxiulc F,nah crxioro C>tAiunal I See pad, 3 -4 Veltic'it 4c Wx -' 2 slipiieer NMunt Scr. Pate ; Cate: Select pole from Kim Pole Catalog It pole is provided b others indicate O.O. lot arm fitting. page; 1 Of 5 Specifications Plan View:Hotshw: One piece low copper (less than .6 "'b) die -cast aluminum fix rourxl poles only. light, and it blackerxd panel added to the reflector to alloy with integral cooling ribs over the optical chamber and electrical page 2. alcompartment. Solid barrier wall separates optical and electrical EPA: 1.2 2.4 2.0 3.2 compartments. Double -thick wall with gussets on the support-arm 150 to 400 wall mounting end. Housing forms a halo cylinder with 55' front facia plane Mogul Bari. Lamps t.: !, 3Y 74Cprovidingarecesstoallowaflushsingle -latch detail. All hardware is Maximum Fixture weight (400HFS) = 45 lb 1. eD stainless steel or electro-zinc plated steel. See the Kim Site /Roadway Lens From*: One piece low copper (less than .6';,Il die - cast Cat. No. -; A-25 Cal. No. aluminum alloy lens frame with V minimum depth anxind the gasket Optical Systems Catalog for Light Distribution: Type 11 Type III flange. Integral hinges with stainless steel pin: provide no -tool detailed information on J HSC For use with all fixtures with convex glass lens. Not for use with Type V light mounting and removal from housing. Single die -cast aluminum B reflector design and Full Cutoff cam -latch provides positive locking and sealing of the optical chamber fix Full Cutoff Full Cutoff application. by a one piece extruded and vulcanized silicone y Clear thick L .I AR3 f. AR4 I AR5 tempered glass lens retained by eight steel clips with hill silicone 22V2 rlectrical Modules available: gasketing around the perimeter. Tamper - Resistant Latch HPS = High Presutre Replaces standard mounting arm with a slipXltter which F .1150HPS120 11 250HPS120 1400HPS120 r`.. 175M I20 Reflector Module: Spoecular Alzak` optical segments are rigidlyO 'T6' 250HPS208 I 40OM PS206 175111111114208 MH =Metal Halide anti- rotation lock. Bolts to housing from inside the mounted within a die - cast aluminum en clasure that attaches to the 1 16 I]40DFPsm I C 175Mf24O PMt = i"ulse Start s4lndard support arm, Davit -arm must be field drilled at housing as a rn• p>iece module. Reflector module is field rotatable in 90` increrTiLm. HPS PMH L_( 210IPS277 400141vSS'M L_i 175AM'1277 Metal Halide Finished to match fixture. and sockiss are. V.) slain 4KV pulse rakcl Arm 1 /OOFP&147 C1175N*M7 SU*M Llgh**85AMP, 6(X)V box clamp terminal block mounted to J 150HPS480 mogul base, MH sockets are pxreelain mogul base, pin - oriented, with cross section 0175L*MW operation will not exceed WE Lamp E -23% C6 it E -18, Ckar molded silicone lamp stabilizer. All reflector modules are factory i BT -28 a be high. Useful life is limited by UV discoloration from sunlight and rne4al halide lamps. 0 TO prewired with quick- disconnect plug and incltxle silicone seal at the ED-28, Clear penetration d the internal barrier wall in the luminaire. housing. Mogul Base Mogul Base Electrical Module: All electrical components are UL and CSA Mogul & recognized, mounted on a single plate and factory prewired with quick- disconnect plugs. Electrical module attaches to housing with i Pin - Oriented Lamp Lamp Line no -tool hinges and latches, accessible by opening the lefts frame only. 5 S50 All ballasts are high power factor rated -201. starting. M - 57 Watts Type Volts Support Ann: One piece extruded aluminum with internal bolt guides v 2501111/ 20 0 400&1120 and fully radiussed top and bairn. Luminaire to paole attachment is by 40OPMH120400HPS277 internal draw bolts, and includes a pole reirnkto:ing plate with wire stmin J 25OMH208 L3 400M4200 relief. Arm is circular cut for sIDerified round pole. i ED 400P1Mf208 OpMonsl WWI Mounting: Fixture mounted to pxtured concrete. walls 7 250Mi?AO F l 400LICM only. A modified support arts is provided with side access to allow field Fspliceswithinthearm. A wall embedment bracket is provided to accept lJ 250UH277 140OMt277drawbolts, and a trim plate covers the wall - embedded Junction Box.0 400PMH277Allwallmountcomponentsarefinishedtomatchthefixture.D 2SOMH347 1 4OW047NOTE: )unction Box in wall must provide adPcguiate. fixture support.C; 40oPMF347 See NEC seciiats 370 -13, 17 and 410 -14, 16.J 25OMH480 40OW4400 Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil 10 400PMt48o nominal thickness, applied over a chromate conversion coating; 2300 BT -28 or ~ED -28, Clear QED hour salt spray test endurance rating. Starxlard colon, are Black, Dark ED-28, Clear Brave, Light Gray, Platinum Silver, or White. Custom colors are ED -28, Clear available and subject to additional charges, minima um quantities and I Socket longer lewd times. Consult representative. Mogul Base Mcigul Base Cerifffalllon: UI I fisted to U.S. and C;lmadian safety standards for wet e locations. fixture manufacturer shall employ a quality pograrn that is haJMSLL ' Pin - Oriented certifies) to meet. the ISO 9001:2000 standard. CAUTION: Fixtures must be grounded in acc(nTlance with local codes rkdAtsll M -59 or the National Electrical Code. Failure to do so may result in scritxusLlgh"n% ate•personal injury. 0200 KIM LIGHTING INC. -P.O. BOX 60080, CITY OF INDUSTRY, CA 91716.0080 -TEL.: 1126168-5W -FAX: 6265369 -2695 5600403076 AR The Archetype*MUGHTM revision 3/17/03 • ar.pdf Type: Job: Page: 5 of 5 2 Optional Features VertlglSNp"nerMounts Allows fixture with standard support arm to be Cat. No. incltxlesMounting mounted to poles havinp, a 2' pipe -size tenon Cat. No. (See right) (2 O.D. x 4' /s' min. len gth). All mounting, No option Configurations can be used 0A, 211, 2L, 31 3Y, 4C). - - 4' square or round die -cast aluminum with flush cap, Vertical secured by four =e" stainless steel set point aI lei I screws, - Slipfitterfinishedtomatchfixtureandarm. Pole with 2' pipe -size Mount NOTE: 3Y only available on round slipfitle,t., tenon (by others) by Kim Cat. No. OR> 1, 1 Cat. No. likwn(ingConfigurationVSF-1A s E SVSF -1A 1A - single arm rixountVSF2BStainit-ss B ( SVSF-2B 20 - 2 at 180' f l VSF-2L set -- (1 SVSF 2L 2L - 2 at 9(r J VSF-3T screws . L -' SVSF -3T 3T - at 90 l 1yy _- 3Y - 3 at 120' J VSF-4C Round S(lUarF, C' SVSF -4C 4C 4 al '?0` 02003 KIM LIGHTING INC. - PO. BOX 60080. CITY OF INDUSTRY. CA 91716.0080 • TFL: 62G'468-5666- FAX: 626i369.2695 5600403076 AR The Archetype' revision 3/17103 • ar.pdf Type: Job: Pate: 2 of 5 4 Standard Features Mounting 3Y configuration is available Plan View:Wall Mount fix rourxl poles only. light, and it blackerxd panel added to the reflector to page 2. al EPA: 1.2 2.4 2.0 3.2 3.2 3.9 n/a C: at. No.: C11 A 1.128 L.J 2L F] 3T t.: !, 3Y 74C 1 1 W Fixture Cat. No. designates fixture and light distribution. 1. eD for flat Ions for convex Ions or See the Kim Site /Roadway Flat Lens Cat. No. -; A-25 Cal. No. Optical Systems Catalog for Light Distribution: Type 11 Type III Type IV Type V detailed information on J HSC For use with all fixtures with convex glass lens. Not for use with Type V light operate the others. Fottr fixtures (250 watt or less) also Forward Throw Square reflector design and Full Cutoff Full Cutoff Full Cutoff Full Cutoff application.Cat. No.: I.. I AR2 L .I AR3 f. AR4 I AR5 Elsie triplI Module Cat. Nos. for rlectrical Modules available: Tamper - Resistant Latch HPS = High Presutre Replaces standard mounting arm with a slipXltter which F .1150HPS120 11 250HPS120 1400HPS120 r`.. 175M I20Sodium davit -amt with 2" pipe -size mounting end (2 O.D.). 015OMPS208 250HPS208 I 40OM PS206 175111111114208 MH =Metal Halide anti- rotation lock. Bolts to housing from inside the J150HPSM Z*PS210 I]40DFPsm I C 175Mf24O PMt = i"ulse Start s4lndard support arm, Davit -arm must be field drilled at I 11IMPS277 L_( 210IPS277 400141vSS'M L_i 175AM'1277 Metal Halide Finished to match fixture. 7150HPSM7 CJ 250HPO47 1 /OOFP&147 C1175N*M7 SU*M Llgh**85AMP, 6(X)V box clamp terminal block mounted to J 150HPS480 0 2501rsm 1400wsm 0175L*MW operation will not exceed WE Lamp E -23% C6 it E -18, Ckar E -18, Clear i BT -28 a be high. Useful life is limited by UV discoloration from sunlight and rne4al halide lamps. 0 TO No Option ED-28, Clear Socket Mogul Base Mogul Base Mogul Base Mogul & i Pin - Oriented Lamp Lamp Line ANSI Ballast Type 5 S50 5 M - 57 Watts Type Volts v 2501111/ 20 0 400&1120 10 25OPMH120 40OPMH120400HPS277J25OMH208L3400M4200J25OPN*f2M i ED 400P1Mf208 7 250Mi?AO F l 400LICM 12MOP11H240 F lJ 250UH277 140OMt277 112NP11111l 0 400PMH277 D 2SOMH347 1 4OW047 L7 =OPM1347 C; 40oPMF347 J 25OMH480 40OW4400 25OPWN80 10 400PMt48o Lamp BT -28 or ~ED -28, Clear QED28, Clear ED-28, Clear ED -28, Clear I Socket MciguI Bash Mogul Base Mcigul Base Mogul BarPin - Oriented Pin - Oriented ANSI Ballast M -58 M -59 M -138 M -'135 T Finish Color: Black Dark Bronze Light Gray Platinum Silver White Custom Color' Super TGIC powder coat Cat. No.: BL-P DB-P 0 LG J PS-P _ WH G CCpaintoverachromate conversion coating.Custom colors subject to additional charges, minimum quantities and extended lead times. Consuls. representative. Custon color dem.ripxion: V lutxa RIM LIt7r1Mo PIW. • r.v. Lox e0080, CITY OF INDUSTRY, CA 917160040 • TEL.: 52N968.5688 - FAX: 62&309 -2695 5600403076 1 AR The Archetype® revision .3117/03 • ar.pdf Type: Job: Pape: 4 of 5 Optional Features Housesdds Shlsid Cat- No. (SMright) No Opdw Types N, NI, and IV only). Fixtures with the standard flat glass lens are available with stamped aluminum louvers that pass streetwk light and block houses.ide 41/2'Cat. No. 1W Select from Mounting on light, and it blackerxd panel added to the reflector to page 2. reduce houseside reflections. Fixtures with the optional convex glass lens are available with a formed Q aluminum shield that passes streetside light and blocks Y houseside light, and a black anodized panel added to HS HSC the tleflec:tor to reduce housctside reflections. Use with for flat Ions for convex Ions or Photocell Reeeptocle clear lamps only, as coated lamps reduce effectiveness.polycarbonate lens Cat. No. -; A-25 Cal. No. Dr No Option Recommended for use with clear lamps only.Effectiveness is reduced for coated lamps. Not for use with Type V light distributions. J HSC For use with all fixtures with convex glass lens. Not for use with Type V light operate the others. Fottr fixtures (250 watt or less) also distributions. TwgM- Resident Latch Cat. No. !.)TL Standard die -cast latch is provided with a captive 10-32 stainless steel flat socket -head screw to prevent n NO opliforit urkauthorizEd opening. f1E 'a M- • ( s Mounting (ace p i, c 2) 1 A, 1W 2B ss s s s s NOTE: Required oxnly for vandal protection in locations Fixture with Photocell Receptacle 11 where fixture can be reached by unauthCxized persons. S - slave unit(s) Tamper - Resistant Latch Horizontal 91111plltla Mount Replaces standard mounting arm with a slipXltter which Davit -arm with 2' pipe -size Cat. No. (JHOF allows fixture to be mounted to a horizontal pole fixture mount ( Others) I- 1ptbOption davit -amt with 2" pipe -size mounting end (2 O.D.). Cat. No. O CGL the standard flat glass lens. Provides increased lens Cast aluminum clarnp -type slipfitter with set screw 0 iio Option presence and provides a subtle improvement in anti- rotation lock. Bolts to housing from inside the uniformity where pal spacing is extreme. Increases electrical compartment using mounting holes for the effectiveness of tlouseside shielding. s4lndard support arm, Davit -arm must be field drilled at a set screw Icxation to insure against fixture rotation.Horizontal Sliptitter Fixture supplied with a one piece vacuum formed, clear, UV stabilized convex fully Finished to match fixture.Mount by Kim Special Options for Tienlnsl 81odt: (For field wire connections.) SU*M Llgh**85AMP, 6(X)V box clamp terminal block mounted to Cat. No. (See right)the housing inside the electrical compartment. Accepts Terminal Block operation will not exceed WE 14.4 wire. Factory prcwvircd to electrical module CAUTION: Use only when vandalism is anticipated to quick - disc:onrtf+ct plug. be high. Useful life is limited by UV discoloration from sunlight and rne4al halide lamps. 0 TO No Option Ale Filter: Alknvs for ventilation through the optical chamber, filtering all air particles above 500 microns.I Multi -layer disc assembly mounted on solid wall Air Fltor between optical compartment and latch cavity. U AF No Option W--- . ovn waeu, I: T LIr 1NUUJ i nT, CA 91115 -001110 • ILL: 52W9511.5656- FAX: 6261369.2695 5600403076 www.bega -us. con /productdetail.aspx ?vmpid =l 2 15 Page 1 of A B 11 203/. Copyright 2005 SEGA/US. AN rights reserved. 121 b &itemid= 3220 &fani1yid = 15 1 1I9 Z_ Z Z W F' W ry WLQDC gx aJZ_ O z Q H LL W d t' OZLam W0o gF0CV = NCOit Z C4Z $$ cnti O z C Ix O •0 w Z O V W Q Q W 0 W m J tD 0a Z 0 F- 4% Z QIloilo 0 Z W Q J tolooll W 00 J V °G V PROJECT NO. 20050260 G.L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06 /26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR HURTO_ OPROFFITT SHEET N0. C 8.0 7 / 3 O1 04 07 PER COUNTY COMMENTS Jun 14, 2007 - 9:35am V: LanclProjects 20050260 dwg DETAIL- R1.dwg BEGA/US 14L AR The Archetype" revision 3/17/03 • ar.pcif Type: Job: Pape: 3 of 5 4; Optional Features WaN Mounting Fixture mounted to poured concrete walls only. A 41/2'Cat. No. 1W Select from Mounting on modified support amt is provkled with side access to allow field splices within the arm. A wall embedment page 2.bracket (WEB) is provided to ac:cit draw' kx>Its, and a trim plate covers the wall-emberkled )unction Box. All 5 /+" wall mount components are finist" to match the fixture.Y Wall mount using wall embodnx:ni bracket - J -box in wall (by others) Photocell Reeeptocle Fixture supplied with a fully gasketed receptacle above-. Cat. No. -; A-25 the electrical compartment for NEMA base photocell Dr No Option by other%). For all multiple-fixture pok• mountings with Receptacle two or three fixtures, one fixture has a receptacle to operate the others. Fottr fixtures (250 watt or less) also require one fixture with a receptacle. Four fixtures 400 watt) require two fixtures with receptacles. f1E 'a M- • ( s Mounting (ace p i, c 2) 1 A, 1W 2B ss s s s s Fixture with Photocell Receptacle 11 S - slave unit(s) 2L 3T, 3Y 4C 4C Allowable wattage per fixture: 15G40OW 150 -25M 4(X)W Conrsx Gist Liens The -' /,s 'thick clear convex tempered glass lens replacesCat. No. O CGL the standard flat glass lens. Provides increased lens 2 0 iio Option presence and provides a subtle improvement in uniformity where pal spacing is extreme. Increases effectiveness of tlouseside shielding.Convex Glass Lens Polyearbonsle Lsns Cat. No. ' LSJ Fixture supplied with a one piece vacuum formed, clear, UV stabilized convex fully No Opillion polycarbonate, g asketed, replacing the standard tempered glass lens. 250 watt maximum. May be used with 400HPS in outdoor locations where ambient air temperature during fixture 4 .operation will not exceed WE CAUTION: Use only when vandalism is anticipated to be high. Useful life is limited by UV discoloration from sunlight and rne4al halide lamps. Polycarbonate Ler.s 0 2003 KIM LIGHTMNG INC. - P.O. BOX 60080, CITY OF INDUSTRY, CA 91716.0080 - TEL: 626968.5666 • FAX: 6261369 -2695 5600403076 Copyright 2005 BEGAWS. AN rights reserved. j ng Fixtures and Products BEGA/US Architectural LiRtitinia Fixtures and Products RA Page 1 of 1 surface wall - symmetrical distribution Designed for down lighting for interior and exterior locations featuring highly efficient symmetrical light distribution. Meets full cutoff requirements. Wall mounted luminaires with die -cast aluminum campy. Anodized aluminum reflector with dear tempered glass. U.L. listed, suitable for wet locations. Protection class: IP 44 Finish: Standard BEGA colors. Lamp Lumen A B 6367MH (1) 1100W ED-17 MH 8800 20 518 35 Specilfcation Sheet Submittal Drawings Pholometry Appkation Photos Estimated Lead Time Luminalrs Location Sunwnwy SegNo Label X Y Z Orient Tilt 1 A4HS 11490214.25 3916974.25 20 325.151 0 2 A4HS 11490214.75 3916889.5 20 34.54 0 3 A4HS 11490253.25 3917030.75 20 324.964 0 4 R3 11490305.75 3917093.75 10 144.728 0 5 R3 11490306.25 3917090.25 10 233.13 0 6 R3 11490316.75 3917109.25 10 144.728 0 7 R3 11490321.75 3917079.25 10 233.13 0 8 A3HS 11490326.5 3917072 20 234.077 0 9 A4HS 11490328.75 3916793.75 20 57.456 0 10 A32 11490361 3916970.25 20 54.123 0 11 R3 11490392.75 3917216.75 10 145.176 0 12 R3 11490403.75 3917232.25 10 145.176 0 13 A3HS 11490407.75 3916845.75 20 144.058 0 14 A2 11490422 3917107.75 20 323.918 0 15 A3HS 11490449.25 3916898 20 144.058 0 16 A32 11490450.75 3917033.5 20 58.989 0 17 R3 11490458.25 3917170.75 10 325.008 0 18 R3 11490469.25 3917186.25 10 325.008 0 19 A2HS 11490484.75 3916962 20 144.058 0 20 A32 11490502.75 3917117.75 20 58.989 0 21 A2HS 11490535.25 3917039 20 144.058 0 Nummic i MMMY Label CalcType Units Avg Max Min Avg /Min Max /Min SITE Illuminance Fc 1.29 12.4 0.0 N.A.N.A. Statistical Arwi Swwwwwy Label Avg Max Min Avg /Min Max /Min TYP PARKING LOT 2.94 10.5 0.9 3.27 11.67 WACMOVIA RIO ROAD LUNINAIM SCHEDULE KIM LIGHTING, 1 A AR2 250MH 120 DB -P HSa2 23000 1.0 A4H9 KIM LIGHTING, 1 A /AR4 /250MH 120 /DB -P /HSS4 23000 1.0 A3HS 3 KIM LIGHTING, 1 A /AR3 /250MH 120 /DB -P /HS 23000 1.0 Q KIM LIGHTING, 2B /AR3 /25OMH120 /DB -Pa3 23000 1 0 A2 KIM LIGHTING, 1 A /AR2 /25OMH 120 /DB -Pa1 23000 1.0 R3 8 BEGA, 6387MH 01 FIXTURES MOUNTED ON TWENTY FOOT POLE R3 FIXTURES MOUNTED ON WALL TEN FOOT AFF O 0. O. 0. O. 0• O O. 0 0 0 ° O• O. 0 O. 0' O O. 0 O O. ° O O. o Q O. 0 O O. O. 0 0 p, 0 O ° O O. 0 0 O. 0 O O. ° O O. O. 0 O O. o p O. 0 O O. 0 O O.0 0, 0 O O. o Q Q, 0 O O• o O O. o O O. O p O O. o p p, 0 O O. O Q O. o O O. o p O. o 0 O O. o p O. 0 0 ' ° 0 0 • O O O. • 0 O. o p p. o p O. 0 oOp. O O 0 oOO. o O O. o O O. O O. o p O. o O 0 0 O O. 0 O O. 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BOX 3476 • LYNCHBURG, VIRGINIA • 24503 725 CHURCH ST., 7-FL • ALLIED ARTS BLDG • LYNCHBURG, VIRGINIA • 24504 PHONE' 434. 846 -6510 • FAX: 434 - 39059 1 2 12101106 1 PER COUNTY COMMENTS w z z d z p W H G W 00U_ oC 1w - J z z Z;oW = Vr QLLccL = P-1 9OOzmri : . n z c Ma_N_j ad O z I O w Z O V Z a W CieO Q W W inD =.j Zola Ions V Q 1A 0 W aj W 00 V °C V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 07/05/06 DRAWN BY: BJW /DMK CHECKED BY: DMK HURTp OIPROFFITT SHEET N0. SL 190 7(so7 Jun 14, 2007 - 10: 26am V: \LandProjects \20050260 \dwg \curren REVISIONS I BY 1 0 or= cl) c CL 0 r U) co c cc C ice 4) CL J co 0 y L U t0 N.. 1236 z -b U N z ` LPDA DATE: 8-8 -06 SCALE: 1 " =20' -0" DRAWN BY: RAD TITLE: Landscape Plan SHEET NO: Ll.O 119[01 Plant se tn" - Waahobla: shops at Rio Road BY Kant DOWN tm Rouf7anlo•1 Nana Comnnon Moms v4o•w c•rww•a Il.au.rk.W T•W Treas A 5 Acer rubrum "October Glory"October Glory" Red Maple C 2.5" cal,E3&13 Strong Leader 510 2550 A 4 Betula nigra "Heritage"Heritage" River Birch 6' -8' Clump 0 B&B Multi -Stem 535 2140 A 6 Ilex x aquipernyi "Dragon Lady"Dragon Lady" Holly 8' an B&B Strong Leader 48 28 A 13 Quercus shumardii Shumord Oak 3.5" cal.B Strong Leader 1419 5447 A 11 lZelkova serrota 'Village Green'Village Green Zelkova c 3.5" cal.B&B Strong Leader 1452 4972 Fl.. @ p Tress A 3 Amelanchier x grandiflora "Autumn Brilliance"Autumn Brilliance Serviceberry 8'B&B 130 39 A 4 Corcis can densis Redbud 6 ' -B N 124 49 A 6 Lagerstroemia indica "Natchez"Natchez" Cropemyrtle A min. SCALE: 1 B&B DRAWN BY: RAD 77 46 A 1 Magnolia x "Betty Betty" Magnolia Dy 7f 01 182 182 shrubs B 6 Aronia arb tifolia "Brilliantissima"Brilliant Red Chokeberry 4"3 gal.Full 7 42 B 26 B xu x "Green Velvet"Green Velvet Boxwood 18"36"3 gal.Full 10 260 B 5 Cornus serica f. baileyi Bailey's Red -twig Dogwood 4"6'5 gal.Full _ 72 36 B 31 Fothergilla gardenii Dwarf Fothergilla 18"48"3 gal.Full 3 111 B 82 Ilex glabra "Shamrock"Shamrock Inkberry 4"36 "3 gal.Full 23 1886 B 6 Ilex x "Sporkleberry"Sporkleberry" Winterberry Holly S gal.Full 41 24 B 46 Nandina domestics "firepower"Firepower" Nandina 15"30"3 gal.Full B 101 Prunus laurocerasus "Otto Luykens"Otto Luykens' Laurel 0"54"B&B Full 10 1010 B 25 Spirea japonica "Little Princess"Little Princess" Spirea 18"3 3 gal.Full 7 17 B 21 Toxus x m dis en ifo mi "Densiformis Yew 4"4 Full 8 5 B 3 lViburnum davi ii David Viburnum 4"3 3 gal.Full 138 114 Oroundoovr C 76 Juniperus chinensis Pfitzeriono Glauca"Sargent Juniper 60"3 gal.Full 11 6 C 240 H m rocoli "Stella d'Oro"Stella d'Oro Daylily 18"1 gal. C 700 Liriope muscari "Big Blue"Big Blue" Liriope 12"1 gal. C 33 Pennisetum alopecuroides "Hameln"Dwarf Fountain Gross 3 1 gal.Hameln Tow canopy 1 %0 Brag•nW STREET TREE CALCULATION5 LINEAR FEET OF ROAD FRONTA6E -543 Required Trees - - - - - - - -15 Proposed Trees - - - - - - - 16 Exlsting Trees - - - - - - - I 51TE CANOPY COVER CALCULATION5 SITE AREA ---- - - - - -- 2.15 ACRES 1 REWIRED - - - - - - - - 114105F REMAINING TREE COVER - - - - - 256 5F IN SET TRUNK PLUNK i RUBBER HOSE SECURED WITH — HRE OR APPROVED TREE TIES DOUBLE STRAND WIRE ATTACHED TO END OF STRIPS MOT AROUND TREE) OR APPROVED TREE TIES TWO WOOD STAKES SET ICO DEGREES APART FINISHED GRADE 5" OF MULOH 4" COMPAGTED EARW SAUCER (NOTEll IN PLANTING BEDS, ELIMINATE THE COMPACTED EARTH SAUCER AND COVER ALL BEDS WITH 3" OF MULCH, MINIMUM) EXISTIN6 GRADE TILL EXISTINS 501L REMOVE BURLAP FROM TOP 143 OF ROOT BALL UNDISTURBED 501L EMrr.90I1..! liffile I _ TWO TIMES BALL DIAMETER PARKING LAND50APE AREA CALCULATION5 PARKIN6 AREA - - - - - - - - 5I 5F 5t REQUIRED - - - - - - - - - 25i 5F AREA PROVIDED - - - - - - - "MW S SET PLUMB FINSH 6RADE OF EARTH NO IN PLANTIN6 BEDS, ELIMINATE c , THE COMPACTED EARTH SAUCER AND COVER ALL BEDS HITH 3 OF MULCH, fill REMOVE BURLAP FROM -- - - - - -TWO TIMES TOP 1/3 OF ROOT BALL. BALL DIAMETER ROUGHEN ROOTBALL FOR CONTAINER 64RONN STOCK. TYPICAL TREE PLANTING B TYPICAL SHRUB PLANTING SECTION ELEVATION NTS SECTION ELEVATION NTS C TYPICAL PERENNIAL PLANTING SECTION ELEVATION NTS W V' ED6E NOTE] ALL SOIL IN I•LAMNG OM IS TO DE TILLED TO TM D&TH OF TM ROOTDALL D TYPICAL BED EDG SECTION ELEVATION NT8 PLASTIC FENCW - 40 WH HI&H 9NTl1tNATIO4AL ORANM* PLASTIC 0VLY7•TW1zW Yam MHO N• SWA RED TO ocINVIRITIONAL METAL 'T' OR 'U' FOSTS, ONVEH TO A KNIML" DEPTH OF IS INCFES ON 6-FOOT MMwMMN 01"I'Vift FENCE SHALL W METALLED AT THE ALONE THE TREE DRIP LINE. ELEVATION NTS Conservation Plan Checklist Proicct Name: -- - -_ - -- Firm: Cl MM U 1. The liblbwina items shell be shown and idrntified on the plop Trees to be preserved and protected. Limits of clearing shown no closer than the outside drip4ine, but not less than 5 feet from the face, of the trans to preserved and protected. Location and type of protective fencing. Detailed grading information as areas whae grade changes may require tree wells or walls. Tunneling or trenching prolpned beyond the limier of clearing. U 2. State clearly on the plats that "AIL trees to be preserved and protected dull be marked with paint or ribbon at a height clearly visible to enq dprnm opesatot's. No land disturbing activity shall begin until the tree marking has peen installed by the contractor and inted and ap laved by the C'nunty Engineering Depar" 3 State clearly on the plan that "Heavy equipment, vehicular traffic. and the storage of construction materials and soil shall not be permitted within the outside drip -line of trees to be preserved and protected". 4. Teraporar) erosion control measures and/or peneanent srorTawater trnsnageme:nt 11kcilities locations shall he ccxxdinated such that they %hall not adversely affect trees to he rse%erved and prosec•ted. U s. fka State clearly On three plan that "Faros sludl not be purmitlal Wiuhin 100 feet of Qnc oer<siJe drip -lice ur Lrtxs to be preserved and protected O 6. Toxic Materiab State clearly on the plan that "Toxic materials shall not be stored within 100 fat of the outside drip•line of trees to be preserved and protected ". 7. Protective FanciW Tree protective fencing shall be shown and identified on the plan for all trees that are to be preserved and protected and are located within 40 feet of a proposed building or land disturbing activity. State cleariy on the plot uhud "No Muni disturbing aelivity shall br gki until the Uve proteu:tive fawing Ins berm installed by the contractor and inspected and approved by the County Engineering Department". O t. Tree Wells When the poured level must be raised within the drip -line of a tree to be preserved and protected, the plan shall show, identify, and provide a detail for a tree well. O 9. Trex Walls When the ground level must be kv*wM within the drip-line of a tree to he pre%erved and protected, the plan shall show, identify, and provide a detail fat a tree wall. O 10. Trending a Tunneling ladhcm on the plan where trenching and ut neliag will be ne>cesstw within the limits of tree protection or beyond the limits of clearing. State clearly on the plan that "When trenching for any kind of u nderprNmd waver, sewer. electrical., cable, bkphone, or other utility service is neasaaey within the limits of tree protection or beyond the limits of clearing, the separation frost the trunks of tress shall maxisuixwd to the fiatltest want passible. Tunneling shell be required when downed, by der County Ergiecer, the Uvriching will significantly damage fooder roots of trees to be prowavod and protoetod". NOTE. IF PENUNS CANNOT BE INSTALLED AT DRIP LINE, INSTALL FENC iS Ale PAR AWAY FROM TFLW AS POSSIBLE AM STILL ALLOW CONSTIrJOTION ACTIVITY. SEE FLAW FOR CCINSTRUGTION LIMMTS. I I . flm=d Train & rampaoted Root Zane s State clearly on the plan that "Any damage to the crown, trunk, or root system of any tree to be preserved and protaclad shall be repaired inwediately, in accordance with "practices in the Erosion & Sedirsom Control Handbook. Caro for serious injuries shall be proscribed by a professional brestor or era specialist. State: cderrly on the plan that "Suits which have been uumpcxal, over the rum armor of trees to be preserved and protected. shall be setated by ptnwhing holes with an iron bar every 16" over the root NOTE zone. The bar shall be driven 12" deep and moved back and forth in each hole until the soil is loosened".I.TWEE PROTECTION $HALL BE INSTA PR K TO START OF 0"7111.J0TION AND SHALL > 12. Removal of Tensoonry Protective MeasuresW04ANINPLACE• UIITIL Compurnom OP velviiopmeIrr SITE State edarly on the plan that "Tree protective measures shall be the lam[ of the temporary erosion control 2. PRENWATION AREAS SHALL plan measures removed during the final clew-W. BE PROTECTED MWAR4 STORA•E ANDAM NOVEM ENT OP HEAVY EGUIPMetar. Completed By: Designer Date REVISIONS BY C C J M 0 0 0 0 0 an 0 me U) 4=i cu CU 0 aCam c s) O x RONALD A. DRESSEI N•. 1236 r! g U con r AQ N LPDA DATE: 8-8-06 SCALE: 1 DRAWN BY: RAD TITLE: Landscape Plan SHEET NO: L21111110 Dy 7f 01 PLANTING SOIL MIXTURE