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SDP200600064 Plan - Approved 2007-03-01
k0—.1..A \C� I:.���I� I �l �\ l�) I��\ C�I�:\��l�l0 �:l' e" A.,,R,.EA C ,,B..LOC,.,,K 3 Pm"...AL0 S�AF A TABLE "A" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL USE TABULATION TABLE "B" - HOLLYMEAD TOWN CENTER AREA C OVERALL PARKING TABULATION BLOCK PROPOSED/APPROVED SQUARE FOOTAGE TO DATE VIA SDP MAX. SQ. FOOTAGE PERMITTED BY BLOCK BY CODE NUMBER OF DWELLINGS PROPOSED/APPROVED TO DATE VIA SDP MAX. DWELLING UNITS PERMITTED BY BLOCK BY CODE BLOCK I NO SDP SUBMITTED 55,000 NOT PERMITTED -- BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED -- BLOCK III PROPOSED 50,000 PROPOSED 40 BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 BLOCK V NOT PERMITTED -- 42 50 BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED -- BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED -- BLOCK VIII NO SDP SUBMITTED 76,000 NOT PERMITTED -- BLOCK IX 27,252 40,000 NOT PERMITTED -- TOTAL PROPOSED SQ. FT. 27,252 42 MAX. SQUARE FOOTAGE FOR AREA C 275,000 MAX. DWELLING UNITS FOR AREA C 120 SQUARE FOOTAGE REMAINING FOR AREA C 247.748 REMAINING DWELLING UNITS FOR AREA C 78 TABLE "B" - HOLLYMEAD TOWN CENTER AREA C OVERALL PARKING TABULATION BLOCK PROPOSED DU/S.F. PARKING RATIO REQ. REQ. OF SPACES TOTAL PROVIDED NET LOADING SPACES I ENGINEER SIM, LOT B INSPECTIONS 1Wa REVISION NUMBER: 3 II - ,IdE o DEPARTMENT OF FIRE RESCUE 2'Z ALBEMARLE COUNTY SERVICE AUfHORITY III Table C Table C 32 *38 +6 1 IV DRAWN BY: JLC V = 42DU 2.25/DU 95 183 +88 N/A VI VII VIII SHEET NUMBER: 1 O F 13 IX 272524.5 PER 1000 GSF 123 243 +120 4 TOTAL 250 464 +214 5 TABLE "C" - HOLLYMEAD TOWN CENTER AREA "C" PARKING TABULATION FOR LOTS A & B PHASE APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT REQUIRED # SPACES PLANNER/ZONING 7 cG,yy v ENGINEER SIM, LOT B INSPECTIONS 1Wa REVISION NUMBER: 3 ARB - ,IdE o DEPARTMENT OF FIRE RESCUE 2'Z ALBEMARLE COUNTY SERVICE AUfHORITY 07 U� VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT JJK 10/06/06 PHASE USAGE PROPOSED # BEDS PARKING RATIO REQUIRED REQUIRED # SPACES LOT A ASSISTED LIVING 96 1 PER 3 BEDS 32 LOT B FUTURE PROJECT: HOLLYMEAD D TOWN CENTER AREA C, BLOCK 3 - LOT A FINAL SITE PLAN REVISION NUMBER: 3 2 LOT B FUTURE 08/29/06 TOTAL REQUIRED 32 11VC;Lu1j11Nkj 5 JYAubb VIN LVl11LWkjL)1J 1CV1AL FINA SIT'w"4"."unI AN SDPe=2006=00064 (W.PA. 0 2006_00047) .: Al n � 4 •BLOCK 3 +•�0 �,,;,,.,., G" • � • r . 4f.. AQ TO M: ON y VICINITY MAP SCALE: 1 "= 2000' INDEX OF SHEETS DRAWING NO. SHEET NO. TITLE C-1 1 OF 13 COVER SHEET C-2 2 OF 13 GENERAL NOTES C-3 3 OF 13 PROFFERS AND APPLICATION PLAN C-4 4 OF 13 EXISTING SITE CONDITIONS & DEMOLITION PLAN C-5 5 OF 13 SITE LAYOUT PLAN C-6 6 OF 13 SITE GRADING AND UTILITY PLAN C-7 7 OF 13 PHOTOMETRIC PLAN C-8 8 OF 13 LANDSCAPE PLAN C-9 9 OF 13 STORM DRAIN, WATERLINE, AND SANITARY SEWER PROFILES C-10 10 OF 13 EROSION AND SEDIMENT CONTROL PLAN C-11 11 OF 13 EROSION AND SEDIMENT CONTROL NARRATIVE C-12 12 OF 13 EROSION AND SEDIMENT CONTROL DETAILS C-13 13 OF 13 DETAILS OWNER/APPLICANT: POST OFFICE LAND TRUST C/O C.W. HURT CONTRACTORS, LLC P.O. BOX 8147 CHARLOTTESVILLE, VIRGINIA 22906 ATTN: KATURAH ROELL (434) 979-8181 DEVELOPER: ROSEWOOD VILLAGE AT HOLLYMEAD, LLC 500 GREENBRIER DRIVE CHARLOTTESVILLE, VIRGINIA 22901 ATTN: VIRGINIA L. TAHBOUB (434) 975-5079 ENGINEER: WW ASSOCIATES, INC. 1402 GREENBRIER PLACE CHARLOTTESVILLE, VA. 22901 ATTN: DAVID M. JENSEN, P.E. (434) 984-2700 SOURCE OF SURVEY: RIVANNA ENGINEERING AND SURVEYING, PLC SOURCE OF TOPOGRAPHY: RIVANNA ENGINEERING AND SURVEYING, PLC AND SUPPLEMENTED BY FAULCONER CONSTRUCTION CO: INC. COUNTY, STATE: ALBEMARLE COUNTY, VA. MAGISTERIAL DISTRICT: RIO TAX MAP REFERENCE: TAX MAP 32 PARCEL 41D ZONING: PD—MC; ENTRANCE CORRIDOR OVERLAY DISTRICT YARD REQUIREMENTS: THIS PLAN IS IN CONFORMANCE WITH ZMA 01-20 (AREA C) APPLICATION PLAN AND PROFFER #1 BUFFER ZONE: N/A MAXIMUM STRUCTURE HEIGHT: 2-5 STORIES PER ZMA 01-20 (AREA C) CODE OF DEVELOPMENT EXISTING USE: VACANT PROPOSED USE: ASSISTED LIVING (96 BEDS — RENTAL) WATER RESOURCE AREA: COMMUNITY DEVELOPMENT AREA 1N31flldOl3A3a A 11Nnh"* - RESERVOIR WATERSHED: NONE WATER SUPPLY PROTECTION AREA: NONE �►�� �3� SITE AREA: 1.25 ACRES (LOT A) BUILDING AREA: 69,086 GSF BUILDING CONSTRUCTION (IBC): TYPE 1B (ASSISTED LIVING) USE GROUP (IBC): 1-2 (ASSISTED LIVING) IMPERVIOUS AREA: 1.04 ACRES PERVIOUS AREA: 0.21 ACRES PARKING REQUIRED: 32 SPACES SEE TABLE "C" PARKING PROVIDED: 38 SPACES OF WHICH 4 ARE VAN ACCESSABLE HANDICAP SPACES LOADING SPACES PROVIDED: 1 PARKING/CIRCULATION AREA: 0.46 ACRES OPEN SPACE: 0.21 ACRES ESTIMATED TRAFFIC GENERATION: 470 VPD SPECIAL USE PERMIT SP -2005-00032 NOTES: 1. MWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THIS ENTIRE SITE IS PROVIDED IN THE HOLLYMEAD TOWN CENTER STORMWATER MANAGEMENT FACILITY 2. THE SITE IS LOCATED IN DRAINAGE AREA DA -U. 2. FIRE FLOW (PER ACSA), FROM CLOSEST FIRE HYDRANT, APPROXIMATELY 250 FEET DISTANCE IS 4006 GPM 0 20 PSI. 3. VISIBILITY OF MECHANICAL EQUIPMENT SHALL BE ELIMINATED FROM THE EC. 4. NOTE: WATER METER HAS BEEN SIZED BY ASCA NO. FIXTURE UNITS: FIXTURE TYPE ASSISTED LIVING BLDG LAVATORY 181 WATER CLOSETS (TANK TYPE) 93 SINKS 26 SHOWERS 92 BATHTUBS 3 SERVICE SINK 6 WASHER (RESIDENTIAL) 1 WASHER (COMMERCIAL) 1 LAUNDRY TUB 1 DRINKING FOUNTAIN 2 METER SIZE: 2" COMPOUND METER 5. BACKFLOW PREVENTION REQUIRED. 6. ALL STREETS CONSTRUCTED WITH THIS PLAN ARE TO BE PRIVATELY OWNED AND MAINTAINED. A TWENTY—FOUR FOOT WIDE ACCESS EASEMENT IS TO BE PROVIDED FOR ALL PRIVATELY OWNED AND MAINTAINED STREETS. 7. SOLID WASTE WILL BE COLLECTED IN ON—SITE DUMPSTER, W/SCREEN WALL, PICK—UP BY PRIVATE COMPANY. 8. THIS SITE WILL REQUIRE AN IRRIGATION METER, THIS IS TO BE SUBMITTED UNDER SEPERATE COVER. 1 ADDRESSED ACSA COMMENTS JJK 07/31/06 r DAVID M. JENSEN 9 No. 1148 w� o w 14 ��( 027 ssloxnL .4 ENGIl�BERS SURVEYORS PLANNERSTITLE: ASSOCIATES L PO Du 4119 14ozc�bdwFb, a.k*wvme A2MI "3 Phony 434981.4=00 W._.. DESIGNED BY: PROJECT: HOLLYMEAD D TOWN CENTER AREA C, BLOCK 3 - LOT A FINAL SITE PLAN REVISION NUMBER: 3 2 ADDRESSED COUNTY & VDOT COMMENTS JJK 08/29/06 3 REVISED PER ARCHITECTURAL CHANGES & ARB COMMENTS JJK 10/06/06 DRAWN BY: JLC DRAWING NUMBER: C_ 1 COVER SHEET REVIEWED BY: DMJ SHEET NUMBER: 1 O F 13 WWA NUMBER: 205106.02 FILE NAME: 510602C-1 DISCIPLINE: CIVIL SCALE: V. N NOTED V. N/A DATE: 06/26/06 NO. REVISION BY DATE N0. REVISION BY DATE Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-1.dwg o�- d V) 1 MISCELLANEOUS NOTES 1. THIS PLAN IS TO BE USED FOR FINAL SITE DEVELOPMENT PURPOSES ONLY. 2. SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO POST OFFICE LAND TRUST, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 1661 PG. 116. THIS PROPERTY IS INDICATED AS TAX MAP 32 PARCEL 41D. 3. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE "C" ON FEMA FIRM MAP 510006 0125 B, DATED 12/16/80. 4. THE TOTAL AREA OF THE PARCEL OF LAND AS SHOWN IS 1.25 ACRES. THE BOUNDARY AS SHOWN HAS BEEN DETERMINED BY RIVANNA ENGINEERING AND SURVEYING, PLC DECEMBER 2005. 5. THE EXISTING TOPOGRAPHY IS BY RIVANNA ENGINEERING AND SURVEYING, PLC AND SUPPLEMENTED BY FAULCONER CONSTRUCTION Co. INC. 6. THE EXISTING ZONING FOR THIS AREA IS PD -MC, EC. 7. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER PROVIDED BY ALBEMARLE COUNTY SERVICE AUTHORITY. 8. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. ABBREVIATIONS BC BACK OF CURB BM BENCH MARK BO BLOW OFF C/C CENTER TO CENTER C G CURB AND GUTTER CIP CAST IRON PIPE CL CENTER LINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE CY CUBIC YARDS DIA DIAMETER DIP DUCTILE IRON PIPE EL ELEVATION ELEC ELECTRIC EX OR EXIST EXISTING FH FIRE HYDRANT FHT FIRE HYDRANT TEE GFS GROSS SQUARE FEET HB HORIZONTAL BEND HC HANDICAP INV INVERT IPF IRON PIN FOUND IPS IRON PIN SET LF LINEAR FEET LT LEFT MH MANHOLE NTS NOT TO SCALE NOTES: O.C. ON CENTER PE POLYETHYLENE PROP PROPOSED RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED RT RIGHT R/W RIGHT OF WAY SD STORM DRAIN SHC SEWER HOUSE CONNECTION SMH SEWER MANHOLE SS SANITARY SEWER ST STORM STA STATION STD STANDARD S/W SIDEWALK SWM STORMWATER MANAGEMENT TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED V VALVE WL WATERLINE W/M WATER METER WW WOVEN WIRE YDS YARDS 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLAN AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILLITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. BACKFLOW PREVENTION REQUIRED. 10. ALL WATER METERS ARE TO BE SIZED BY THE ALBEMARLE COUNTY SERVICE AYTHORITY. GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. ADDRESSED COUNTY COMMENTS I JJK 108 NO. I REVISION I BY I DATE I NO. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 219. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN TEN FEET OF ANY FIRE HYDRANT. 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 12. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY, IN ACCORDANCE WITH VDOT SPECIFICATIONS, SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M. 13. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 14. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. GENERAL NOTES 1. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTEDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN MAXIMUM 6" LIFTS. 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 698 BENEATH PAVEMENTS AND WALKS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT TO 90 PERCENT BY ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 4. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING. 5. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 7. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 8. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 9. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 10. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 11. ALL -CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 12. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 13. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 14. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. DATE tFv DAD7TENSEN ,4 No. 1148 k 7IONAL EAG 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. ROADWAY CONSTRUCTION NOTES 1. ALL EXISTING UTILITIES WILL BE ADJUSTED TO GRADE BY THE CONTRACTOR. 2. STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH CAPABLE OF SUPPORTING STREET LOADING WITHOUT DAMAGING SETTLEMENT AS DETERMINED BY THE ENGINEER. 3. WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BY COMPACTION OR REPLACEMEN' AS REQUIRED. 4. ALL CONCRETE SHALL BE CLASS "A3" UNLESS SPECIFIED OTHERWISE. 5. ALL BITUMINOUS SURFACE TO BE TYPE SM -9.5A (VDOT) UNLESS SPECIFIED OTHERWISE. 6. ALL BITUMINOUS BINDER OR BASE COURSES TO BE TYPE BM -25.0 (VDOT) UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN ON APPROVED PLANS. 7. ALL DETAILS OF PAVING ARE SUBJECT TO FINAL APPROVAL BY THE ALBEMARLE COUNTY ENG. DEPT. AND SHALL BE NOTED ON THE FINAL PLANS AND PERMITS. 8. CONTRACTOR TO GRIND OR MILL EXISTING PAVEMENT AS REQUIRED TO OVERLAY EXISTING PAVEMENT AND TO INDUCE REQUIRED CROSS -SLOPE. PROVIDE HEEL CUT AND SMOOTH FINISH SURFACE BETWEEN LIMIT OF OVERLAY AND EXISTING PAVEMENT SURFACE. 9. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 10. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT, FACTORY MIXED, QUICK -DRYING, AND NON-BLEEDING. PAINT SHALL MEET REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231. 11. HANDICAP RAMPS SHALL HAVE EXPOSED AGGREGATE DETECTABLE WARNING FINISH, IN ACCORDANCE WITH VDOT STANDARD CG -12A. RAMPS SHALL NOT EXCEED " MAXIMUM SLOPE OF 12:1. 12. ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATED SHALL BE AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 13. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. THE COUNTY/CITY SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE R/W THAT ARE NOT PRIVATELY MAINTAINED. 14. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT STANDARDS. SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED. 5. ALL INTERNAL WALKWAYS, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED iMMEDIATLEY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9. SIDEWALKS ADJACENT TO TRAVELWAYS ARE 6 FEET WIDE UNLESS OTHERWISE NOTED 10. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. ALBEMARLE COUNTY ENGINEERING - GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL. -VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE VIRGINIA WORK AREA PROTECTION MANUAL. 7. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). LEGEND A EXISTING NEW DESCRIPTION _435- -435- CONTOUR (INTERVAL AS INDICATED ON SITE PLAN) •56.1 •56.1 SPOT ELEVATION �'l'Y1 rYW1 TREE LINE X X DEMOLISH EXISTING UGT CENTER/EDGE OF STREAM 0 FENCE AND GATE O EDGE OF PAVEMENT - - -- PROPERTY LINE/RIGHT OF WAY _.._.._..- EASEMENTS ---- CG -2 HEADER CURB CURB AND GUTTER { ~ AND/OR TELEPHONE SS -- -- SANITARY SEWER ad STORM DRAIN AND END WALL, TYPE AS INDICATED -.._.._.._ 8=w ..- WATER UNE -TW -T.W-- TRAFFIC WIRE YGE --BBE-- UNDERGROUND ELECTRICAL --H6 T - --UGI - UNDERGROUND TELEPHONE # ABANDONED OR REMOVED UTILITY [� STRUCTURE EW -2 t. 0 IRON PIN �. CONCRETE SIDEWALK QNUMBER OF STANDARD PARKING SPACES BM BENCHMARK LIMITS OF CLEARING AND GRADING O STOP SIGN 0 STREET NAME SIGN NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. DESIGNEDPROJECT. DMI HOLLYMEAD TOWN CENTER WAM MOWERS DRAWN BY: AREA C. BLOCK 3 - LOT A ffmSURVEYORS JLC FINAL SITE PLAN PLANNERS TITLE: RFvrEwEo BY: GENERAL NOTES ASSOCIATES DMJ c�POEuB�tkVA24 a 14020 t ',A WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: P600a 4131582.6175 Phooa 4349842700 VmW.� 205106.02 510602C-2.dwg CIVIL V: NIA 06/26/06 Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-2.dwg REVISION NUMBER: 1 DRAWING NUMBER: C- 2 SHEET NUMBER: 2 OF 13 5tl 3•I-Oi A BUILDING ENTRY FHS FIRE HYDRANT FIRE IFDC DEPARTMENT CONNECTION ® A WATER VALVE 0 SANITARY MANHOLE O O STORM MANHOLE t-� r --q CURB DROP INLET Oco -eco SANITARY CLEAN OUT 44- -0 LIGHT POLE �3 TELEPI • NE POLE, WITH GUY AND ANCHOR -� - -Q- POWER POLE �- SIGN EW -2 t. 0 IRON PIN �. CONCRETE SIDEWALK QNUMBER OF STANDARD PARKING SPACES BM BENCHMARK LIMITS OF CLEARING AND GRADING O STOP SIGN 0 STREET NAME SIGN NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. DESIGNEDPROJECT. DMI HOLLYMEAD TOWN CENTER WAM MOWERS DRAWN BY: AREA C. BLOCK 3 - LOT A ffmSURVEYORS JLC FINAL SITE PLAN PLANNERS TITLE: RFvrEwEo BY: GENERAL NOTES ASSOCIATES DMJ c�POEuB�tkVA24 a 14020 t ',A WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: P600a 4131582.6175 Phooa 4349842700 VmW.� 205106.02 510602C-2.dwg CIVIL V: NIA 06/26/06 Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-2.dwg REVISION NUMBER: 1 DRAWING NUMBER: C- 2 SHEET NUMBER: 2 OF 13 5tl 3•I-Oi ZMA-01-20 PROFFERS Holly mead Town Center Area C July 25, 20013 TAX MAP 32, Parcels 41 D, 43A, 44, 45, 46 37.1 Acres Pursuant to Section 33.3 of the Albemarle County Code (the "Code"), the owners, or their duly authorized agents, hereby voluntarily proffer the conditions listed below which shall only be applied, except as specifically set forth herein to the area identified as Regional Service Area C on the Application Plan, (defined below) comprising all or some of the above referenced tax map parcels (the "Property"). These conditions are proffered as part of the requested zoning and it is agreed that: 1) the rezoning itself gives rise to the need for the conditions; and 2) such conditions have a reasonable relation to the rezoning request: 1. Development shall be in general accord with the Application Plan entitled Rezoning Application Plans for Hollymead Town Center Regional Service Area C, (Sheets A-1, A-2, only), prepared by Rivanna Engineering & Surveying, PLC, revised, last revised, July 7, 2003 ("Application Plan"). The standards of development and central features and major elements within the Property essential to the design of the development shall be in general accord with the Block Exhibit, the Code of Development's Narrative, and the Code of Development's tables and appendices set forth in the attached Application Booklet, entitled "Hollymead Town Center, Application Booklet, ZMA-01-20 (Area C)." The Owners have presented, as part of their rezoning application, a number of conceptual plans and illustrations for various purposes, but principally to provide justification for the rezoning actions they are seeking. Unless specifically referenced in these proffers, all plans and illustrations submitted as part of Applicant's rezoning application, other than the Application Plan as defined above, shall be deemed illustrative only, and such plans and illustrations shall not be deemed proffers. The Owners reserve the right to reconfigure the internal block improvements, consisting of buildings, parking and drive aisles and drive-through window features and as shown on the Application Plan in order to: i) comply with conditions imposed by Special Use Permits, and ii) assure compliance with ARB requirements iii) and provide all necessary storm water management and BMP's as necessary. 2. The Owners of Area C, as shown on the Application Plan (the "Owner") shall cause completion of the following road improvements that shall be roads constructed to VDOT standards and either be accepted by VDOT or be bonded for VDOTs acceptance as follow: A. Construction of Timberwood Boulevard, as depicted on the Application Plan and further described as follows: i) from the intersection at US Route 29 to a new terminus within Hollymead Town Center that is shown at the extension of the ZMA-01-020 HoUymead Town Carrier Area C Attachment E VDOT future road improvement project of Airport Road, this will provide the connection to Airport Road from Route 29 as previously proffered as part of ZMA- 94-08. The constructed improvements shall include two Eastbound lanes in conjunction with the improvements designed for TM 32 Parcels 41D1 and 41A to the first dual lane roundabout at access road B and Westbound lanes of dual left lanes, one thru lane and one continuous right tum lane from the roundabout at access road B to the intersection with Route 29, from the roundabout at access road B a two lane section shall be constructed to the VDOT extension, with additional turn lanes at intersections located in Area C pursuant to road plans approved by the Virginia Department of Transportation ("VDOT") and the County as part of the Area C site plan. B. Construction of dual left turn lanes at the intersection of Route 29 and Timberwood Boulevard, from northbound Route 29 into Timberwood Boulevard. The tum lane and taper lengths will be determined with final road plans to be reviewed and approved by VDOT. C. Signalization at Timberwood Boulevard and Route 29 shall include reconstruction at the Forest Lakes Subdivision entrance location, as scheduled in coordination with VDOT. All turn movements shall be signaled at the intersection of Rouge 29 and Timberwood Boulevard, as approved by VDOT. The existing intersection exiting Forest Lakes shall be reconstructed to maintain the dual left lanes, the continuous right tum lane and add a through lane according to the final design in the previous paragraph. D. The Owner proffers to dedicate land and construct a third through lane on Route 29 (consisting of lane width, shoulder and drainage improvements) southbound from the entrance road, (Timberwood Boulevard) at the Property's Northern boundary. The Owner also shall dedicate land or cause to be dedicated and construct: i) a continuous through lane 500 -feet to the Southern boundary of Area C, ii) a taper lane consisting of a 200 foot taper beginning at the Southern boundary and Route 29 (in the event area B is not rezoned and their proffers accepted), and iii) a continuous right turn lane starting at the right -in at the Northern bour Clary of TM 32 Parcel 41 A to the right -in at the Southern entrance of Area C. E. Construction of one additional continuous right tum Northbound lane starting 1090 feet south of Timberwood Boulevard at the location of the beginning of the tum and taper of Worth Crossing and Route 29, and terminating at Timberwood Boulevard F. Access Road C, between Area A and its intersection with Timberwood will be built or bonded before the issuance of the first certificate of occupancy within Area B. If bonded, the road will be constructed for acceptance by VDOT within one year of the first certificate of occupancy. I , COL?r'r'YOF Al.l3E:hltt{LL 1>Ieps Immix of Community Mvelopmen t OR Helultre Rand, Dinars ZZ7 Ch1u1Wl101,1 ra, %1rr8lda =91124596 _ Prune (W ZD6-5823 ,M iytt 1434) 9i�412.G May 11, 2008 Virginia Tehaoub Rayswcod Manor. LLC 50D GrearrbrW Drlw Ch*rcttew1* VA 22001 RE: SP 2005-032 Roar +ood VI11ace Assisted Living at Hollymead Tarin Cfntw J$!gns 08, 34,1 -Tau Map 32 Pamel41 D is portion o° Block III In area C) Dear idle ra hb*: On April 12, 2930, the Al worle County Boerd of Supervlsore took actio: on SPr2035-= to allow for a 70,004 sin,. it. assisted tivbrp acility on' .7-5 acres on Tax Map 32 ftrcei 411 C Ir the Ric MagIGT.121 District. This special use permit vies approved based an tae fol prig co:raitiora: I . Maximum useloo Is Ilmhad to rrinifty,abt residsntsi (96) rosidents in the facllihr, 2. Na part afire assisted Living fadrV elite may ba utillmd for any actsvttlas: outer Char those dlrwtly aNaisd to sdta adLk ewe residence; 3. T'he special use pezrrAt outhorkeson;y an adult caro reside:tee wltict: praridee an asslcted tfvkV level of services, ae de pned by 22VAC4 -71 as provided undar the Vlrph is Adnirelstra'W Code; and h haldwr it preliminary 1x tiara! axle plan, bul ft pe reit, Certlloate of Ow proxy at arty other peenit shall be avpmwd or lostiod far!his pmjem if the Zoning AdtminfstWor determi-les that the cWnors of Area C are in violation of pmf or Z.P. for,+m C gMA- 2001.008j. Please be advised thatalthough the Albermarle County Board of8npenrisons took soden on the project Poled above, no uses an the property as approved abovo may l+w+IWAy begin undlall applicable approvals have been mcelved and eonAtianls have been n L This includes; compliance wth o4mcilstlans of the SPECIAL USE PERMIT; • approval of send comp ienco wt?th a SITE PLAN; and • approval of a ZONING COMPLIANCE CLEARAMCE. 4R2110f-Ca2 3s:o waxl V.hp Asbiskj Living Page 2 a- 2 lAdy :1.206 :r. the ewttw the use. strt:l~.ce orn*4ly for WW&. this spedW ase per is brewed ret ocrrr:iemsd vs *Jn iventy-four (24) months Aram the dgW of Board sp; v►'si, shall be ;Deemed sbaldord andl On Purr* tesrrtrirrtsisei. IT* tetrt Loc_nmm�rxd" reear,9 "conetrucdon of any itruature racessarrr to tha "of the psmt to Ir you halve questions or cornrrrea'.s regodina the abowe-noted action. ple-we do nct hesitabe to oonta t Sherri Proctor at 296-602. Sircerey, V. Wayne ftberg Directorofi?larasirtg c_—J, Co: Fat ON* Land Trust; Chanes %%hn Burt & Shidey L Fisher Trustees P 0 Soot r47, Charlotta%illa, VA 22no Amelia McCulley Tin Weiner Chuck P''xtsr SW Proctor ZMA-01-020 Hollymead Town C (crArea C Attachment E The road improvements listed in proffer 2 A, 2B, 2C, 2D, 2E and 2F above shall be constructed, in accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing improvements shall be i) constructed to VDOT design standards pursuant to detailed plans agreed to between the Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for VDOTs acceptance as a condition for issuance of any certificate of occupancy for Area C improvements (except as otherwise provided in proffer 2F). The width, length, location, (inside median or outside existing pavement), type of section (e.g., urban vs. rural), and geometries of all lane improvements shall be as required by VDOT design standards and detailed plans submitted by the Owner and approved by VDOT. 3. All road improvements listed in proffer 2 above shall be substantially completed prior to the issuance of the first Certificate of Occupancy in Area C; notwithstanding the foregoing, the road proffers described in proffer 2 above shall be satisfied if the Owner has submitted plans for all such road improvements for review by VDOT, and although such improvements are not fully completed by the issuance of a Certificate of Occupancy for Area C, sufficient bond has been supplied to satisfy all costs to complete such improvements in accordance with plans approved by VDOT. Substantially complete for the purposes of these proffers shall mean approved sub -base gravel, curb and gutter, intermediate surface and necessary stone water management improvements and satisfactory completion of road improvements required for public safety, and signalization; but shall not include final activated signals which are subject to testing and synchronization according to VDOT inspection. All proffers to make road improvements contained in proffer 2 of these proffers are conditioned upon VDOT's approval of an entrance pewit at the Timberwood Boulevard intersection with Route 20 as shown on the Application Plan. The Owner shall submit to VDOT plans for such road improvements within 30 days ofthe rezoning and shall diligently pursue such approvals from VDOT. 4. Upon request of the County, the Owner shall contribute $10,000.00 to the County or VDOT for the purposes of funding a regional transportation study for the Route 29 Corridor. The $10,000.00 contribution shall be made within 30 days after requested by the County after the first final site plan or subdivision plat is approved in Area C and, if not expended for such purposes within three years from the date the funds were contributed, such funds shall be refunded to the Owner. 5. The Owner shall contribute $200,000.00 (the "total contribution") to the County for the purpose of funding capital improvements related to the Hollymead Town Center. The contribution shall be paid as follows: $100,000.00 shall be contributed to the County within 30 days after the first final site plan or subdivision plat containing dwelling units is approved in Area C, the remainder of the contribution shall be paid on a pro rata basis at the time a certificate of occupancy is issued for each dwelling unit; the pro rata contribution shall be based upon the number of dwelling units approved as part of the first final site plan or subdivision plat. If five years after the date of approval of the first final site plan or subdivision plat the total contribution has not been fully paid, the Owner ZMA-0 1-020 Hollymead Town Cerner Area C Attachment E shall contribute the unpaid balance within 30 days upon the request of the County. If the fund is not exhausted within 10 years from the date the last contribution is made, such unexpended funds shall be refunded to the Owner. 6. Upon the request of the County, for any parcel used for non-residential purposes in the portion that is cur ently zoned Light Industry that will be rezoned to PDMC the Owner shall petition for and consent to a Community Development Authority ("CD A") established pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the purpose of financing, funding, planning, establishing, constructing, reconstructing, enlarging, extending or maintaining Route 29 and roads and other irWovemen s associated therewith, which shall include, but may not be limited to improvements to Route 29 from the South Fork of the Rivarma River to Airport Road, the extension of Ridge Road as depicted on the Master Plan, to the South and across the Rivanna River to connect to Berkmar Drive. IIIDFsicNEDMJ: PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: ENGINEERS SURVEYORS PLANNERS ASSOCIATES — - -1402 AREA C, BLOCK 3 — LOT A FINAL SITE PLAN 0 DRAWN BY. JLC DRAWING NUMBER: C — 3 TITLE: PROFFERS AND APPLICATION PLAN - PO Box 4119 Greenbrier Place ANN e r 1101=101 INE Iw; — INENNINS 0110000001 � ® a m gREVISION ZMA-01-020 Hollymead Town C (crArea C Attachment E The road improvements listed in proffer 2 A, 2B, 2C, 2D, 2E and 2F above shall be constructed, in accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing improvements shall be i) constructed to VDOT design standards pursuant to detailed plans agreed to between the Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for VDOTs acceptance as a condition for issuance of any certificate of occupancy for Area C improvements (except as otherwise provided in proffer 2F). The width, length, location, (inside median or outside existing pavement), type of section (e.g., urban vs. rural), and geometries of all lane improvements shall be as required by VDOT design standards and detailed plans submitted by the Owner and approved by VDOT. 3. All road improvements listed in proffer 2 above shall be substantially completed prior to the issuance of the first Certificate of Occupancy in Area C; notwithstanding the foregoing, the road proffers described in proffer 2 above shall be satisfied if the Owner has submitted plans for all such road improvements for review by VDOT, and although such improvements are not fully completed by the issuance of a Certificate of Occupancy for Area C, sufficient bond has been supplied to satisfy all costs to complete such improvements in accordance with plans approved by VDOT. Substantially complete for the purposes of these proffers shall mean approved sub -base gravel, curb and gutter, intermediate surface and necessary stone water management improvements and satisfactory completion of road improvements required for public safety, and signalization; but shall not include final activated signals which are subject to testing and synchronization according to VDOT inspection. All proffers to make road improvements contained in proffer 2 of these proffers are conditioned upon VDOT's approval of an entrance pewit at the Timberwood Boulevard intersection with Route 20 as shown on the Application Plan. The Owner shall submit to VDOT plans for such road improvements within 30 days ofthe rezoning and shall diligently pursue such approvals from VDOT. 4. Upon request of the County, the Owner shall contribute $10,000.00 to the County or VDOT for the purposes of funding a regional transportation study for the Route 29 Corridor. The $10,000.00 contribution shall be made within 30 days after requested by the County after the first final site plan or subdivision plat is approved in Area C and, if not expended for such purposes within three years from the date the funds were contributed, such funds shall be refunded to the Owner. 5. The Owner shall contribute $200,000.00 (the "total contribution") to the County for the purpose of funding capital improvements related to the Hollymead Town Center. The contribution shall be paid as follows: $100,000.00 shall be contributed to the County within 30 days after the first final site plan or subdivision plat containing dwelling units is approved in Area C, the remainder of the contribution shall be paid on a pro rata basis at the time a certificate of occupancy is issued for each dwelling unit; the pro rata contribution shall be based upon the number of dwelling units approved as part of the first final site plan or subdivision plat. If five years after the date of approval of the first final site plan or subdivision plat the total contribution has not been fully paid, the Owner ZMA-0 1-020 Hollymead Town Cerner Area C Attachment E shall contribute the unpaid balance within 30 days upon the request of the County. If the fund is not exhausted within 10 years from the date the last contribution is made, such unexpended funds shall be refunded to the Owner. 6. Upon the request of the County, for any parcel used for non-residential purposes in the portion that is cur ently zoned Light Industry that will be rezoned to PDMC the Owner shall petition for and consent to a Community Development Authority ("CD A") established pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the purpose of financing, funding, planning, establishing, constructing, reconstructing, enlarging, extending or maintaining Route 29 and roads and other irWovemen s associated therewith, which shall include, but may not be limited to improvements to Route 29 from the South Fork of the Rivarma River to Airport Road, the extension of Ridge Road as depicted on the Master Plan, to the South and across the Rivanna River to connect to Berkmar Drive. IIIDFsicNEDMJ: PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: ENGINEERS SURVEYORS PLANNERS ASSOCIATES — - -1402 AREA C, BLOCK 3 — LOT A FINAL SITE PLAN 0 DRAWN BY. JLC DRAWING NUMBER: C — 3 TITLE: PROFFERS AND APPLICATION PLAN REVIEWED BY: DMJ PO Box 4119 Greenbrier Place LynchnurQ vAz,502 CMrbnawille.VA22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: Phone: 434.582.6195 Mae: 434.984.2700 ' a ialean« 205106.02 510602C-2 CIVIL V. N/A 06/26/06 3 OF Drawing Path: \\Cville_server\AutoCod\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C—. 13 urawing Nath: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-4.dwg Tm 32 Par 45 TER: S— V Associates 0B: 659 PG: 274 141 PG: 261 Plat ZONE: RA Single Family Home Residue o 0WNER.---7r-ib aZ—Fro pees DB 1970 PG:110 DB 2685 PG: 296 Zone: NMD— EC Use: Vacant 6' WIDE CONC. S/W CMU WALL - BRICK TONE TO MATCH BUILDING W/METAL RAIL FENCE PH II - 15" RCP I.I.=585.25 ANGLE 202'29'31 " BRICK SHUT OPENING FUTURE STORM L)RAIN (BY OTHERS) Tm 32 Par 44 OWNER: HM Aquisitions DB: 2311 PG:748 ZONE: RA USE: Vacant e. y- o / 129' - f - a 24"X8"TAPPING SLEEVE 8" GV NOTE: LOCKWOOD ROAD (AKA GATHERING PLACE) AND MEETING STREET WILL HAVE TO BE APPROVED BEFORE PLAN CAN BE APPROVED. TOP OF EX. ST -65 ELEV, = 598.58 TOP OF EX. ST -66 ELE-V. = 598.26 Tm 32 Par 41—D OWNER: Post Office Land Trust Area C Block 4 2.22 Acres DB: 2397 PG: 645 ZONE: PD— MC; EC USE. Vacant RaMP tTyP� IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' 30' 0 30' 1 ADDRESSED ASCA COMMENTS JJK 07/31/06 OFDESIGNED BY PROJECT: REVISION NUMBER: 2 ADDRESSED COUNTY COMMENTS JJK 08/25/06 C DMJ HOLLYMEAD TOWN CENTER 4 3 REVISED PER ARCHITECTURAL CHANGES & ARB COMMENTS JJK 10/05/06 OWjFAAM ENGINEERS DRAWN BY. AREA C. BLOCK 3 - LOT A 4 ADDRESSED COUNTY COMMENTS JJK 11/14/06 11 SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBER: _ D ID JEN EN so PLANNERS TITLE: SITE LAYOUT PLAN No. 1148.4 Assocuns REVIEWED BY: C-5 o DMJ A �� � 30 POB=4119 1402 Ch obewPbw SHEET NUMBER: 4' S ti 75 M, WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: NO. s jONAL E G www.ww�aod�maaaet 205106.02 510602C-5 CIVIL V. 1"=30' 06126106 REVISION BY DATE N0. REVISION BY DATE V. N/A 5 OF 13 M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-5.dwg , � 3-1-0-7 due 0 MH -6 Resi/� Az�� �� \ / / / i _ — — =\\�� — / '� / • 1f TMP 32-46 �\ ,' i ,;�,'//%% _---__ — `\�\\� S OW E'R ba� Fr_o er ies LIC DB 1970_1?GJ1CL Seg _/ J \ DB _2685_PC: 2��_-- .� �' MH- �� �,� �� / %/ % / ' '/ /��,, � \ \ 1 _____----------ne:NMD—EC :o Zoma stE— %���''� '/ �l 1 I / 1 1 i I I I 59 /'/' / / I III �� •/!/� �— —_--_—__Use: Vetca?Z10 L�J 77 ----- ------ - / _ •� - aterr�ai 'A' paces x ° /' / / I 59 r� STO / I 1 / 1 e. • I, J / FHA ST -22A O / �, Q, ` 124,36' f 1 / I '• - / _ Lockwood Road 350' to imherw od Bt I .� 7 22 � 9804' 68' Public R/W \ \ 0 68 '004 R°a� 0 1 I \ — O / l � c _ 650' S ght Dlst nce ST -22B — — _ — _ _ — / — — -- —� E25 ' S Dlstant� 3 R,k _ —_ _ / New So. 'tar E2 f RAI o �/ ' 9 7 — _ — — — _ _ _ _ Easement _ ` / t R-5 Ott RED x D= . s•. - STON "'\ ~ ► `�° /' �— ��---—------ _\�— ,_ -- --_` ` _--�- C. R•2oo'. s s° 591.00 1 ;:;� I�,� 2,k;� -`TOP OF EX. ST -65 ------------------- ----- _ r=• L.L. 589.00 4 STORY M ,,y "� 2�a ELEV. = 598.58 T RU DEPRESSED ( ) 594.00 � �' ♦ � 1 — / / / S-1 I CURB U.L. 602.00 (3 STORY) 593.00 BRICIK- WALL - I ': / n / gM // / MAT TONE TO ° I /TO �F' �X, ST -E . WIDE / ' ' V ONE WAY FOOTPRINT= 17,150 S.F. {�y CW BUILDING / 1 ��>. 1 TOE 598.26 �NC. S/W •- :� $ ° DO NOT CMU BRICK WALL 69,086 G.S.F. �ME� L RAIL / Lot B J / / cn _ g$ ; FEN / gM / \- — ENTER W/METAL RAIL FENCE 1 L� 1 225�Ass- 1 / / — / cP / / / ASSISTED LIVING � ROOF DRAIN -'OT SHC (96 BEDS) VC1 I / i600 CG_- I I g9 I I Nt: s °' ` , , . s: ,= CONCD S 1 \ I Tm 32 Par 4� / P .n - 6 SHC LAT = = . = HANDICAP / I< Ic „S� _ / _ _ s 7.0' 24• GREASE �' _� *, fV-` ACCESS ROOF DF�CIIV— �' v j 1 OWNER: Post 0 f fice ' / / 1 9? I °a p of WALL TRAP �. ROUTE \ o "� Lan / Trust LOT B / 5°� VA 6- a e.zo 8'X6' — \ \ 11 Q �— Aced C Block 4 � I / / / �" ) s t` • ',, .r VINYL FENCE � 0 I S I M 24' D <� ,;' CONC. S W \ / 2.22 Acres I D-3 ;'CONIC. a a I / DB: 2397 PG: 645 J Tm 32 Par 4� s 1 101---1s DUMPSTER PAD / ZONE. PD- MC'G' / / / / / CMU W \ - RICK T E TO � .;,•. FH E E 7 AN AN 4 '�� -� ' � 9WNER: S- V, -Associates / - / — — �►TGH, B IN 15 8 I UMPSTER ENCLOSUR j 1.: ¢ USE: Vac(mt / / — — -----7 — — / 1 / yy/METAS FE \ — _ " W ' PR S �� (WHITE VINYL FENCE) 1 ` DB: / 65'9 PG: 274 / / / - sIGN 7 nip 1- K— / / ` W S48.22'58'W 1 W Dom` 141 PG: 261 Plat / / / / l s� _ _ _— .77' 14x25 5' WIDE`,;. x 3) • 1 / '( / / / p IP' (� `n RES ESS ME LOADING / NC. S/W ZONE. RA 2_ i CE_ 59 C9.18 ! / E: Single Family Home I / / / 1 1 ` CUT URB 5 ASCUP L 6 IP EMERGENCY 2 0 j: N I Boa I I // B T ) \ I _ B ' ♦ D `GENERATOR o 1 > / / � � / I / I � / 60 ♦ ♦ � � ' I � / • 598"x_ ♦ PAD MOUNTED 27 COM PI UN D-4 : — .:.• VATS ETER/ — — — ♦ TRANSFORMER ♦ FUTURE STORM DRAIN EMPORARY CONSTRUCTION GRADING ,i" 594 / I PH II (BY OTHERS) LOT B `�' 15" -FFA- 1.=585.25 8'X6» TEE I PH II AND ACCESS EASEMENT °�, `' b » 8 STUBOUT ON LOT B. I ANGLE 202 29'31 " 6» G I I / TEMP TYPE A 15" RCP I.I.=588.50 � dD / BRICK SHUT 0 NING BEGIN SIDEWALK SI ,, , _ � ✓ / I �\ I i B.O. ASSEMBLY ANGLE 271'06'43" (BY OTHERS).�> °. y M �9 \ 1 • i�� '° /' I I��UTURE STORM AIN BRICK SHUT OPENING ( . a. , \�J _•�_ •' -,sem BY 0TH S Block C3 J ( R\ +, Lot B •� ) p2 \ 2.25 Acs ~ • �O \ JJ, � r TEMPORARY a £ 6 \ CONSTRUCTION 8 AND GRADING 8,z EASEMENT I rn- / Tm 32 Pqr 49 a , I 02' ��d 1 ��' OWNER: HM �Aquisitions N I FUTURE STORM DRAIN J ':... �` y U o / 1 DB: 2311 PG: 748 I , J _ W / ��� I � I (BY OThfERS) , — _ gET .�' ,�� � �� � Q � o, / � _ / _ � i \ STp ZONE: RA I — ' U , >�i� R/�' _ a- 26 / 1 \1 — \ \ �- ..• O S� 72 1 (d��) dwo� an. �6SI .� wow SON 8,001 1 /r- .� .;.. •;.. ° doll � Btoc woo .Q/ gnomon \ ( — OWNER: Post 0_ i-ee-- CD 17 LaTcd—Trust Area-occ2 o \ \ \ \ __--'�.93 Acres IF THIS DRAWING IS A REDUCTION ZONE: PD—MC GRAPHIC SCALE MUST BE USED SCALE: 1" = 30' _ — USE:/ -ftcant NOTE: —1 FOOT CONTOUR INTERVALS SHOWN IN PARKING LOT TRAVELWAYS REQUIRED BY HUD 30' 0 30. 1 ADDRESSED ACSA COMMENTS JJK 07/31/06 DESIGNED BY. PROJECT. HOLLYlVIEAD TOWN CENTER REVISION NUMBER: 2 ADDRESSED COUNTY COMMENTS JJK 08/25/06 Df 4 3 REVISED PER ARCHITECTURAL CHANGES & ARB COMMENTS JJK 10/05/06 ENGINEERS DRAWN BY. AREA C, BLOCK 3 - LOT A c FINAL SITE PLAN DRAWING NUMBER: 4 ADDRESSED COUNTY COMMENTS JJK 11/14/06 V , SURVEYORS JLC FINA DAVID M. JENSEN PLANNERS D BY: TITLE: SITE GRADING & C-6 „e No. 11484 � REVIEWED 0 ( S�Assocuns DW UTILITY PLAN OA �' �� ` I1{� L POVA7A9D2 1 vA WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: NO. REVISION BY DATE N0. REVISION BY DATE ei��a 9aa2�oo V: NIA ' SS10NAL H: 1 =30 205706.02 510602C-6 CIVIL � 06/26/06 6 OF 13 M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-6.dwg BI SIQIM ONS A I 1 I A I FIA tae I a InWI n >wW I a I H 1 21, Appowd B: prolen Nara: Dake: l I(soros man LECTI aeaaalCED AAR0110LE 0 IAaEco. nrT6 m'arte'raljaaaLrY1M. sil=o= ens 1► pdR dMp hIrllNsr. YER7ICAUHOIIDONTAL' ,74 8 SERIES SP©CIFICATIOMS HBBSDIO The 740 Serio; dea=th=s 100e4i5fabrieated d heavtd011 h•sf� This of4*w d*a enons weieAVisotdi�Te aoase core► paorides ease d batalbtion and Iervieirlg. LENS ANN FRAM[ Loom are Wp od resiablat tempered ghee. A flat gbn leis is standard for the borbwW b "optbw orad a eeatoored lee is slardrd for Ole ;ordeal lamp. Lee ale seabed to the hoeial wit► a poroa gebet bi aom-pkoe leis flee. FMISNES Factures we fisLbed with a therrao11et lid den polyester pn*r fini9hbl pia, to gine the fixture as eneptionally aOrwilve appearaaee. The polyester finish witlativi a extreme wedber chums witbort crA*bV or podig. Stu dad and octan cobs available. REFLECTORSAISTR■IITION PATTERNS Flatore; are equipped with a polished alwbaan sernented relledorasaibabk in fire dishibuton patterns. Vertical be lamps Type II Q), Type III t3), Type V (5), and Peruleter Forward Throw (FP). LIGNT SCORES Desig iedto operate up to 1000 watt High Pretsore Sodium and (Metal Halide trop; SOCKETS Porcelain awgot�bw sockeb faire speaa}m ololeed cod Kb to the boeiag. Ratti to 60ay. BALLAST C WA or 8 P =slabbing Ito ftWomem Mailable w Metal Hartle or High Premise Roden. Ststialterepetabre is -2D F for Metal Halide and -40 F for High Pressaw Srdim. Mad=am Mattage 112000W. POLES Square or rand poles are mailable In tapered or r9a4apered. Also mailable as a wall rzowtld optba. ARMS A large Iekdion of domimn decorative arcs are araill bb for this unit. Two of the sad popelar are at the k4t. Pleme cmult w for other optieaL �w FULL CUT OFF WLS L111T111 819ENS MANUFACTNRING SINCE 11009 P.O. Dat Isomil r Fat WWI% 7X 7616; 600.633.5111 ■ Fire 51733SA624 r M M~NMM RTS SERIES SPECIFICATI9115 STR11CTINAL BESIIN wI.S poke are d1l4gaed forthe cmi►bled Meds of both wind and dead Intl. The wid load offeds bne been analtaed with wild sehaitie rmpbtl ira11 ti0 9-11 I� rapM, wily a 13 gsetfader. Ooeta s'ayb9 wind Mall, height corredlen factors wd drag ceeftbo l have been appHad b the erRb`e WMeAre. POLE SHAFT EWA pole shat s amdo trom whole ply sheet„ which b Fos ed into a biliutr shape with Dae or roore kolittle wehi; no welded splices are permNled The material wed forthe pole section meettbe requir viomb of ASTM A572 or ASTM '.i95 Cade -A. BASE PLATE But phdnam blogrdlywetded tothe bM= pole section d all aN horhoe type mip"Neswith eithera tebwgk webs oraffil- pwelaaOw weld with a bads-y-er. In anterial wed for these pbtm will owform to either ASTM A96 or ASTM ANN ANCNO11 BOLTS AN daidwd mober idly mils„ and =*AM are ad dipped, folly galradoedard meet the tewirersenls of ASTM FLIVA, Craik 55. HOD ROLES AN bad bobs are peripherally midoroed with flat bar which is literally welded to the pole shaft. Enh pole will Imre a 36x5• rekfaced hand bole boated ]Ute ]e• from the bee dtbe pdo. Corer ptainare included with aU band holes ad an attached to the pole with a bldAw and wim. PROTECTIVECOATINItSAbwtapobsam PINIV00rte4ora oanl0iaatialdtbetwwabwitial'silaawdaaewilbfierelN* I A of ASTM AM AI polls am doW dipped imide orad oaL Ie m cwdmO with the tl%k a polewit be danble dipped. powder coaled pots ale erred at 4WFabredeitwNh urdluw pobalu pwdercoveredthrei4owl. WELD All Wahial s p f wed by AM eetti W wokka wd aU welds oom* wM ew sed rooms @duos dtle AW 11krixtwal welding Code. ANCHOR BOLT °f"" ran11an ' m w1M1M LING" BASEPLATE WRwo 8N1L 113 T oaLaE olA. ala aw.r .� raNiE VA. Tutus 1N M7m1..71NJ 11VIL.S L16IT116 SISTEMS MANUFACTURING, SINCE 1169 P.O. BOX IM111 1 Fel YMORh, TX 7620 60a.03Anx I Fa: e17.73s.4a24 1 waw.wblp hopgm 748 SERIES CQWGUMMM 0 + 1011"r 311110111 010. DW MW nwr CIRO MCS O ti "Ku.. ONDEAINGtNR7ftMAT10N tow sasTwsaraalsooe>fNalaoraorowmwarsuA,aaaaaoa:wu AM L T11= 504 INT KE 141 17/91 0►nON- crow u�tualEI FINK 74;8 2.7ypaa low iN -Nw H1 CT .01101601 4101= va-Ilam LL.Lmum ovis-lon, 3-Iv"s TM no- 16-2213: NT .0110071P `K - /Itis WL -MAGI a-60011trar R - r TM -134-3D-611 wa.mobwom 00Lie-2ee• 1T .7r17ap a FLT.Illi sw "S -XIS -3S-M-T1 ft awd 411111 1!10111- n/Inaw IawdrGaaMr IYF.pe off a - Me -39110'TCi2 Th■w 5 -'FIRV i 010I114101 13=11 wto3; wFrT .w71r W -0110 -WA IWMW aw .(ran Wts-Ars-40-10.7 WS . m11aPl M 0.0 MLS -RTS -M-10.7 isr 01111-11wan Neat PYY 0.0 12rww Pv 9o�aw pis 17 14 , ac - Duan Cd1 PC - PlubGw Ilam 2 -TIP■ I 40wr 3 -Two a IO,Ow PIS" q -d IK►.IbOPlbl" IhMw s.Twow 748-M 5 1000 PSW4 FG MT an No IaMeONM ORDER Wts 11M Lv t -riff aawry.-Iw.n.sb.,-" IL n. NM in, Is aa►rire+ a rrT-arYlyrripPd.rdai.J..aewfa�,wi1 Appffad u.W*f:..ra..rnoKao.RawM..rm.wrur.r.r.. VP V%fLS LI11TI11 ITITENI PMJMNWM MANUFACTURING SINCE 10210 Landa=u P.O.Iar10=9 raatarWft7X7§Id5 Odle: 100.673011 rec#172NAM 1 WWA7ldi0AMM m RTS SERIES 0IK)WNGINFORMA711w1 511aTN11101walEQMlRnurnlorcorawmwatasAle111ooeouoEhart.atlrlrow tow rar aar�aaa; ST. T�Oi'�0' sslrMnro Mer a to err 215 1111 is 11v 173 iMI '91 7swas, UMM7101151 MIN W1110MIN coun 11113-11116-M-63-11 A/-AeAv ovis-lon, TIMiS-231e'QD. 1C-PwdKCN r IM IW -135-2;-7-11 u■ DNa-391e• nsLaroI a-60011trar ILK -epOc TM -134-3D-611 wa.mobwom 00Lie-2ee• Tlafa.2711NQo. Q-631ON Die MT 411001 "S -XIS -3S-M-T1 -UNANw 0 -30m, xrLw*b IawdrGaaMr IYF.pe WLS-ors -0-9-11 Iola Me -39110'TCi2 *s i wilt -w1I1. WLS -am _4D_9-7 wto3; omm -4010, • IWMW aw .(ran Wts-Ars-40-10.7 0.0 0.0 MLS -RTS -M-10.7 isr IiojriDxr cc-cumm13r1 �LEMI Was -35-L4-11 11 AB DM19 Aa TN2n GY WH mw& ORM: WLS -RTS 4AT1Has saw rate>•t N1a -8111 -A-U41 W tow rar ` ST. T�Oi'�0' ' WIR#r2"p 19 Mer a to err 215 1111 is 11v 173 WLS -M -3.741 ii' 7swas, 1•ar r T1136•a! 211, as 111 156 s NLS -IIS _111-411 ae 103;• 1•sr r rfAe'el• 210 n T75 u 1S WLS -nit _116-Md1 139 32" r 1 ' rswow In r 118 lis 1 us _1115 40-9-11 N 112"1035• 23.6,• 3.0 rs3Pa0' lvi Ins i n- s MLS -M .11-7 30 wto3; 25'tt,• • IWMW 0-i s 0.0 0.0 MLS -RTS -M-10.7 isr IiojriDxr Ann2v 0.0 12rww Pv Jyj pis 17 14 , -Lallraaw swwles-ILS -sa=w lls•Tas• �aTAfT-Ma POTS SPi0ACA710N t711FBIN t U012Mlr -Tha i i$a9NPb+em spa.ao�6wnnomNsisaa171rwidmhtslMnontlilrwp a hr*8P0*ctdnsir-Ih-fi*0 Q piwwNaaw wpwttaidtild@cMnnt11*Wmnlr¢wdWhnap*dbmdm rrfNt k*wp bh islKwMchbdapm I uponred1e11Palldri=g bidaldbaawNlo4@w*wWm tmthnwlndo whh*@9nwrwid ImdwduniaW&vN*iiwrrd:. bamdtlwwdwidmndiwwngrw3rwwdwurnrinaLa SP100 6lwabhunlipo l sin Slimbldwigrmridnaiu,dwubtaw IM01IYARfl6trwdtw: 160- 01 'wi*ruilhdoSPAwdm*fi*apmMnlWtdG 11w 16rdlwlMw>hdauidintlitdlnrdaeltlwww4rwgdim :WM-11rWMRudh6R�etidlYwlaftlwu�wwaiwJdlww�p/ad dtharwpmdeepubaw arshodupnnnlagrgoleoldbaltid ft bpwnlig-d*sI uiid+wwunni tapsi epohL m1lrpTb►QAaal112b.; dooppropriltr iPQEi�-1=tpiehwlYasadtorfrd+tdtt0ltlpplal/dlrwilri ��inatlraiMdia,liarrbg. bprwpl. padlraLiwu: avow -ThwMeigheddwar1I *u idbrmmpokedbraN do did •lA0DYY00[Y-Thawidwiodkp�hndrrrwimibumaMwMw efglAtwandbweYntanbndmrwirrdhonitha�pspii10 pwjttt>p6dlenYae.rlh.wit,a,�iodlpnapniwb,dudralptnlpil..td ns....r.rier.11r. IlppMV00 a %VM L111T111 StSTEAS p,Dkdperm NANUFACTUNIMG SINCE 1020 LoWto,)7 PAImINS19 ratWord47X761I5 Oats 110001011 rue /nL73SA®4 r ww+eaWkj rhwg mm 0.1. 0.3 0.4 Avg .5 2.`. 0.2' .1 0.5 0.s 1.90 5a 0.1. 0.4 0.8 2.8 2., 0.1'. 0.4 Date Issued 1.1 2.1 0.1 0.3 0.8 1.7 1.1 0.1 0.3 0.8 0.8 2.' 0.2 0.4 2.6 2.: 0.PO 0.5 0.7 3.0 5.j 0,0) 0.1 0.2 0.6 1.0 0.0 0.0 0.1 0.1 0-i 0,0) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �► WLS-748-S-3-250-SMH-FG-GS-DARK BRONZE- FLAT GLASS 11' POLE AND A 3' CONCRETE BASE Mounting Height= 14 feet. 1 unit per pole. From Pole to Photometric Center= 2 feet. IES Candela Filet wts748-3fggsfies Initial Lumens per Lamp= 22000 Light Loss Factor (LLF) = 1.0 Number Poles this type = 3 0.0 0.0 : 1 .1 I 1� •�'���� 11 is 11 1 1 ,J ii i l 11 11 ■■. !1 I I 11 1/ 11 I I .■ �! � 1 1 e l 1 1 1 1 ■■■ ;� - '� 1 1 1 1 1 1 1 1 ■� -- ,•�I 1 1 1 1 G l 1 1 1 1 - t ■ Man _ � a ����► i 11 it 11 11 11 11 iIAIM 1 11 it it 11 11 11 11 it 11 11 it it 11 11 it Statistical Area Summary Project: All Projects Label Avg Max Min Avg/ in Max/Min OVERALL SUMMARY 1.90 7.1 0.0 0.00 0.00 Luminaire Schedule Pro 'ectt All Projects Symbol Qty Label Arrangement Lumens LLF I Description 3 C SINGLE 1 36000 1 1.000 1 WLS-748-S-3-250-MH-FG-GS 11' POLE 3'BASE NOTE: SITE PHOTOMETRICS ARE CALCULATED BUSING A MAINTENANCE FACTOR OF 1.0 SCALE: 1" = 30'-0" ❑ Schematic Design Project No. 25010 Project Title Sheet Title Sheet Number ❑ Design Development -- ROSEWOOD VILLAGE _ TITLE: PHOTOMETRIC PLAN REVIEWED BY: DSI Architects ❑ consaud>on Documents 2690 W. Dublill-Grarlville Rd. Tel. 614 7164)890 ■ V.E. Permit Set Scale 1" a 3W -V ASSISTED LIVING SITE ES2 PO Lvwlusm Chmb Ve7:gW1 Phone: a34sW 617; Pboneatesm: 434.9842M Irlrw.Trwaraociatpnec Columbus, Ohio 43235 Fax. 614 7%4M91 © 2006 DSI Arc httects ❑ Issued for Conshudion Date Issued SEPTEMBER 27, 2006 AT HOLLYMEAD TOWN CENTER PHOTOMETRICS PLAN DATE: 0 6/2 6/0 6 Revision Date JANUARY 25, 2007 1 REVISED PER ARCHITECTURAL CHANGES & ARB COMMENTS JJK 1 10/27/06 2 REVISED PER ARB 1-22-07 LETTER JJK 101/25/07 NO. I RFVISInN I BY I DATE I NO. I REVISION BY I DATE TH 00 v DAVID M. JENSEN No. 1148 7 r� ti 0NAL Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-7.dwg REVISION NUMBER: 2 DRAWING NUMBER: C-7 SHEET NUMBER: 7 OF 13 L DESIGNED BY: DW PROJECT: HOLLYMEAD TOWN CENTER ENGINEERS SURVEYORS PLS AREA C. BLOCK 3 - LOT A FINAL SITE PLAN DRAWN BY: JLC _ TITLE: PHOTOMETRIC PLAN REVIEWED BY: ASSOCIATES DMJ PO Lvwlusm Chmb Ve7:gW1 Phone: a34sW 617; Pboneatesm: 434.9842M Irlrw.Trwaraociatpnec WWA NUMBER: 205106.02 FILE NAME: 5106020- 7 DISCIPLINE: CIVIL SCALE: V. 1"-30' A V. N/A DATE: 0 6/2 6/0 6 Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-7.dwg REVISION NUMBER: 2 DRAWING NUMBER: C-7 SHEET NUMBER: 7 OF 13 L Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-8.dwg Sftture Number Descr�tiou LengthRh Elevafion Invert 1n Invert Od Sbpe(%) Ott Remarks (Outgomg 4e) I}44 D1- I m 593.15 588.50 588.30 4.41 1511 RCP D-3 DI-3BB L=6.0 594.10 586.18 585.98 1.01 1511 RCP D-2 DI -3B L=6.0 592.00 585.25 585.05 1.91 1511 RCP D - I DI -3B L=14.0 587.10 583.00 582.80 0.90 1811 RCP M DIm I na 1 586.75 583.00 582.75 5.84 1S"RCP NOTE: THREE (3) FOOT MINIMUM COVER REQUIRED OVER CENTERLINE TOP OF WATERLINE 620 ..... _ . _ . _.. ,. .. _ - . - _ . _.. .;........ _ . _._ ... ._._ _ _ _._ _... Y . ._ ._._ _. _ ___. .__ ._.._.._.._ ...._. 630 _ _. _ ._ __ . __ ,LIVING_ _ -_........._ ...._. .. . ._ ..__ ._ _ ._. 610 -__.. __. ... --.. ;._... .._..... .__.. ..___... ___.. _._... 610 ::.... _... _ - -... .__... .. .. .:_ ..... .. _ .... _ ... ... _. 620 GRADE-,..,- .. .._. TIN TI ... _ .... _ _. _...... .... __... _. ..._.... ...... .-..._ ._. _....._..__... _ .R �_....__.. _ .. _. _ _..._ _ .... . . .... .. ._.... _. _: _.. -ASSISTED: 600 -N 600 -- •-...._...... ._......_ . LIVIN ......._.........._ . .. 'D 580 _ ........ ........ ....... .... : -6- _... :... _ EXISTING. 620 610 ____ . _.. __.__ ...... __ .._ __._. .;.__ .... _.._ ___ ._. . _.._ . _ . _. __ ... __ ._.. _... _.._ _ ._ ,._ _. _.. _. _ . __ _.. , . _,_ .. _. _.._ _._ _... .;_.. _ _ __ _. .. _ _ _._ ... _. __ .. 620 __ ... __ ._..... ____ __ ._ .....:::::. . _ _ _. __ : _..- _ . :.:::.. ::_ 620 W : ;. 560 x.. w..... _ _.. , . ; 590 .__.. _ .__ .... _ _ ..._ _..; ._�� _ .. .....-_ _ .... _ .._ ...; .. . -.... ..... ..!...__ EXISTING O - ._ ... Ems, .. _ _ .. II ,n.. ll.� _ .....:_ . _ . _ . . _ . _ 00 LO , _ U ! ._ ._ ._... �L...OIL...__ _._.....___ _ ...._ 570 ...:.. .. _. _ ... .... _ .._ 610 _ ....... ._..�.:, --. _. _ ____ _. _ �...._..__._._ _.__ _._ tUa 4.: _ _ __; ........_ ._. _ �m_.. _... _. _..___....11�;_ _ _. _ ___ . _. _. _... _ _..._ _. 610 __ _......_.. _. _ ..-- T' ._. 610 o. �Z, 580 560 1+00 .. __... _ _.. _... PRIVATE LATERAL _ _..._ . .... _ SANITARY SEWER PROFILE TO NEIN o __ _... _ . _ _. . ASSISTS - . w ._ r -NEW- - TRENCht _ 590 � x. ! Z _ r•,.�............. . .... .... O 550 _g00570 ....._. .._ . __. �._..__._ ._... _. ... _ _ _ dd. J � �. _..... -_...... .... _._...-_ . __. -,-•T------ -----------:- ---.-_.--._... _._...:._.... __..._.. !Z �STE 19�� . top 540 600 _ _.,...__......__. .... _.._ ....___.....,..,_.. __ U1, 2U J _..__ _ .... _.. _. _.. _.. __. O _ __ t)') __. ___..... __._ 560 _ . _ v7 _ .., . _,. Q .:._ . . �, . _ , _ -, . Q EXITING _.... 1.0 Z .._... _ N O, ___ ... .._._.._ ...._gin_ ()n _ _ ... _.._._ .00 if) ... _ .. __ _. _._GROUN.Q..._ :::. LU z __ Q ._ ;__ .._ _ _. Q _...__.. _.__ .. _ . _ ___ :: __ 550 _ _._. _ _-_ � - . _.._ ..__ _. Z 'Olt. ..6-00 ! �_ : ONCRETE:.._ _. .._... _�._ ...._..__...___.. _.... ... _. a_ _ ._. __ .._ _.._. _ .. _ ....._. _......_.... . o-- __._... .__. Sfl �: cD__.. gid.. NEW _GRADE _ . :. _ .. _ ._ .. ;. ::. _ .. :::_ _.t0• O _.. C4' _ _. _.. __ _.�h: _ _; . ._.. . 570 --: E�X�STIN.G:. ._tic��..::: :. _ . n.�.:_ . la .. .. _...: 590 _ _._ .. , ._ _.... _ .._ _._ .... ._ ... `.._.�.....__ 540 _..... - _ . • .... _ _ .._. _. .. _ ._. _ .. _ : _ ... ...... .... 0+00 1+00 2+00 ..... :._ _ ...o:... __.:.o .._ .... . 590 WATERLINE "A" PROFILE _ .. _ _ _.. .. _ ... . _... _ ..._. .... ...... . ___ ... ... 1 .. ADDRESSED ACSA COMMENTS JJK 07/31/06 2 ADDRESSED COUNTY COMMENTS I JJK 08/25/06 NO BY I DATE NOTE: THE MINIMUM DISTANCE BETWEEN WATERLINES AND STORM DRAINAGE APPURTANCES WHERE CROSSING SHALL BE TWELVE (12) INCHES. 630 .. .. __ _ _ . __. -630 _. _.. __._ . . . ___ THE _._ ... ._._ _ _ _._ _... Y . ._ ._._ _. _ ___. .__ ._.._.._.._ ...._. 630 _ _. _ ._ __ . __ ,LIVING_ _ -_........._ ...._. .. . ._ ..__ ._ _ ._. 610 -__.. __. ... --.. ;._... .._..... .__.. ..___... ___.. _._... ...__.. ::.... _... _ - -... .__... .. .. .:_ ..... .. _ .... _ ... ... _. 620 GRADE-,..,- ..... .. .. .._. TIN TI ... _ .... _ _. _...... .... __... _. ..._.... ...... .-..._ ._. _....._..__... _ .R �_....__.. _ .. _. _ _..._ _ .... . . .... .. ._.... _. _: _.. -ASSISTED: 600 -N _ .... - -- •-...._...... ._......_ . LIVIN ......._.........._ . .. 'D 580 _ ........ _.. .... ... 134 L. : -6- _... :... _ . . . 620 610 ____ . _.. __.__ ...... __ .._ __._. .;.__ .... _.._ ___ ._. . _.._ . _ . _. __ ... __ ._.. _... _.._ _ ._ ,._ _. _.. _. _ . __ _.. , . _,_ .. _. _.._ _._ _... .;_.. _ _ __ _. .. _ _ _._ ... _. __ .. 620 __ ... __ ._..... ____ __ ._ .....:::::. . _ _ _. __ : _..- _ . :.:::.. ::_ 620 W ;. 560 x.. w..... _ _.. , . ; 580 .... .._ ....... .._ _..... _ ... ,_..........._ _. ._.. :....._ .._ ._ -.... ..... ..!...__ EXISTING - ._ ... Ems, .. _ _ .. II ,n.. ll.� _ .....:_ . _ . _ . . _ . _ 00 LO , _ U ! ._ ._ ._... �L...OIL...__ _._.....___ _ ...._ 570 ...:.. .. _. _ ... .... _ .._ 610 _ ....... ._..�.:, --. _. _ ____ _. _ �...._..__._._ _.__ _._ tUa :_. _ .._ . _. _ _... _-:- --_-..........._ _ _... _ _ __; ........_ __.... _- _.-- _. _ _.. _. _ _... ._. _ �m_.. _... _. _..___....11�;_ _ _. _ ___ . _. _. _... _ _..._ _. 610 __ _......_.. _. _ ..-- - _ ---.. _. _ _.... _.__ _._ . .. _ _ . 610 o. �Z, : 3 560 1+00 H UL) PRIVATE LATERAL _ _..._ . .... _ SANITARY SEWER PROFILE TO NEIN o __ _... _ . _ _. . ASSISTS - . ._ r -NEW- - TRENCht _ 590 � x. ! Z _ r•,.�............. . .... .... O 550 590 ._. _. ... _ _ _ X...._..._.._.....:... _..... -_...... .... _._...-_ . __. -,-•T------ -----------:- ---.-_.--._... _._...:._.... __..._.. �STE 19�� . 540 600 _ _.,...__......__. .... _.._ ....___.....,..,_.. __ ;.... :.._. _.. __/_......... _.. .... _.. _..__ _ .... _.. _. _.. _.. __. _....:._ _ . _ __ . ._ __ .... �_ _ .._- __....._. __ __. ___..... __._ 600 .._. __....- .._. .. _ `SIN_. .._.._.__._ _ - _.... __ r. .�'__ ... ;p_.. __ .. __ 600 EXITING _.... 1.0 '--E a .._... _ _ EXISTING:_ ...... _ .. _ _. _ . _ _ . _ _ _ _. � .._.._ .___. _ .. _ _ _. _ ___ ... .._._.._ ...._gin_ . _ _ - _ _ _ ... _.._._ .00 _... _.. _ _ _. ... ...... ... _ .. __ _. _._GROUN.Q..._ :::. .� .._ _.__ __... , y _ _ _. . ;. __.... _ _ __ . ....__ _ _.... _... _ . ;NEW GRADE\ ._ ;__ .._ _ _. GROUND __. _ __ . _ __ ...... . .. .. . . . _...__.. _.__ .. _ . _ ___ :: __ _ _._. _ _-_ � - . _.._ ..__ _. _ _--Il:::. _.... Qo•. ONCRETE:.._ _. .._... _�._ ...._..__...___.. _.... ... _. a_ _ ._. __ .._ _.._. _ .. _ ....._. _......_.... . o-- __._... .__. .::: UPPORT.�. C: .. :..: NEW _GRADE _ . :. _ .. _ ._ .. ;. ::. _ .. :::_ .::.:.. :� _. _ _ __ _ .. _ .. ... __ :... .. _ -:. 570 --: E�X�STIN.G:. ._tic��..::: :. _ . n.�.:_ . la .. .. _...: 590 _ _._ .. , ._ _.... _ .._ _._ .... ._ ... `.._.�.....__ _... _..... _.....__...._ .__ _..... _... _ . • .... _ _ .._. _. .. _ ._. _ .. _ : _ ... ...... .... _.. _..._._ .. 590 GROUND... ..... :._ _ ...o:... __.:.o .._ .... . 590 _ .. _ _ _.. .. _ ... . _... _ ..._. .... ...... . ___ ... ... ..._ .._ _ ..... .. __. .. ... 1:00' .._ _: .. ; ...._ _ Irl . �.. ...� EW, ... .. ... .... _... .. _ .. ..._. 1 to p 560 72.12: _ 1:.F'._.1 g .. 47 44_ L _._ .. 5 RCP... .RCP ". . . 580 _ _ .. __ ._.._ ,�� .. 1_.0;.4 -��._ .. _ .. ^ . _ _..__ .. CL ._111_..0 ..1:4a .._ � _._.._ _ CL.4.47-7 111..0-. .._ _ ... .._ .. _ ..._..__._. .....__ ._ _ 580 ___ ... _ .__ _ _ ._ ...._ .. .. , _ -DRAt�i� 0 . 580 _ _ . �..... 1 02 .. ._ ...Q 4 6 t-- ;. _ ... .... GL_III ..� .0.9.4% ...._ � _ _ ....__C4....111.®..1.979 a.. ...._ ;..._ :_..._ ;..... :..._. ..., :....... ...._ .... _. ' , �___ n : II .- _ 550 a II .� _ _..._.. _..._ .__ ....__._ ... _ _ ....- - .._..._.. N toDO t) GQ > _ .. � - --, - - _ Z -CL III ;- - 570 570 __ .. ..._� 540 N __ - _ ..0.�.__.t(y..! O. _- N r ...! ._.. _....___QQ ... _ _.....__ ._..._ ..__. _ ._..._......_ 540 _ .. _ .......__...._L._. 0+00 Ln 2+00 0. 0+00 SANITARY SEWER PROFILE PRIVATE LATERAL N..p..0,. 00. 560 _ _ .._ __...._ f- .- �- . _.._ _ ... , .. . ,�- _ ,_. _ i- , � .... _ .._ . _... .... _. .. M . _ _ �;� ... _: ,.�.v. �... .. ,�..... ..ap �.... _ ..... .. . ... . .. .. . _. 560 _ _ .. .. _ _ ... If.:. . �.. _ �._ . �,.. ..�;... _ ;.. ..... _ . . 560 _.. _. . _ _ _. _ _. .. _. U to - _ _. ___. .. _ _.. _......0 ,_,_ ..t„�, ,�, -ll,.m to L..... _.__.. .. _.__ .. _....._ _.._. ....... _.. �n. �n.... ___.Q._..._..::....._ ._..._ .. 0 � � +.,� 00 :.�.1. 550 .. _._. --- .�_. .. .. .. _.._. ... _. _._. . _ .�,�._... _.�L.N..� _•z�• ....� _. _.._ _. .. _ _ ... 550 .._. _ .._. _ _ .. _ ..._.... __ . _..... _ .._ .: .._.. _ _._ _. 550 540 540 _.. _ _._ . _.._ ._.. __.. _..._ ... __ . __ ._ . ._ �- 540 0+00 1+00 620 .. .. .. ... _. .. . .. ...... ...._ .. .. _ _. .. .. .. _. .. THE TOP (CROWN) OF THE SEWER. _ - -.-- :.: -_.: :.:ASSISTED:.: - 600 .__ ._.._.._.._ ...._. --..--r--------- .._...._ ._ ; - .__ .._._ . ..._ __._. .._.._. .- ,LIVING_ _ -_........._ ...._. .. . ._ ..__ ._ _ ._. 610 -__.. __. ... --.. ;._... .._..... .__.. ..___... ___.. _._... ...__.. ::.... _... _ - -... .__... .. .. .:_ ..... .. _ .... _ ... ... _. 620 GRADE-,..,- ..... .. .. .._. TIN TI ... _ .... _ _. _...... .... __... _. ..._.... ...... .-..._ ._. _....._..__... _ .R �_....__.. _ .. _. _ _..._ _ .... . . .... .. ._.... _. _: _.. -ASSISTED: 600 -N _ .... - -- •-...._...... ._......_ . LIVIN ......._.........._ . .. 580 _ ........ _.. .... ... 134 L. : -6- _... :... _ . . . 610 .. . _..... �: _., _. _... .._._...___._.. ._...... .._... .___... _;_.._ ..... m__. _... ...._.. 590 E .. ... ...... .. .. W ;. 560 x.. w..... _ _.. , . ; 580 .... .._ ....... .._ _..... _ ... ,_..........._ _. ._.. :....._ .._ ._ -.... ..... ..!...__ EXISTING 550 .. _ _ .. II ,n.. ll.� _ .....:_ . _ . _ . . _ . _ _ . _ GROl1ND....__ , _ U ! ._ ._ ._... �L...OIL...__ _._.....___ _ ...._ 570 ...:.. .. _. _ ... .... _ .._ 600 ._ . _. __ . Z ._ ..N .�....... f ..... . ............... _ _ __; ........_ ....... X_z _ 600 540 _ .. _ _ . o. �Z, : 3 560 1+00 H : PRIVATE LATERAL _ _..._ . .... _ SANITARY SEWER PROFILE TO NEIN o __ _... _ . _ _. . ASSISTS - ._ r -NEW- .... __ . _ 590 � x. ! Z _ r•,.�............. . .... .... O 550 590 ._. _. ... _ _ _ 540 .. _ ._ . __ 0+00 1+00 2+00 WATERLINE "B" PROFILE NO. I REVISION I BY 2+00 3+00 4+00 0+00 1+00 STORM DRAIN PROFILES a D ID M. JENSEN No. 114 SSj�NAL �1yG IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' SANITARY SEWER PROFILE 3Lo7 NOTE: THE IBOTTOM (INVERT) OF THE WATER MAIN SHALL BE AT LEAST EIGHTEEN (18) INCHES _. ABOVIE THE TOP (CROWN) OF THE SEWER. _ - -.-- :.: -_.: :.:ASSISTED:.: - 600 .__ ._.._.._.._ ...._. --..--r--------- .._...._ ._ ; - .__ .._._ . ..._ __._. .._.._. .- ,LIVING_ _ -_........._ ...._. .. . ._ ..__ ._ _ ._. 620 .. ..... _ .._ _ .. .. ..: ..... ...... .. ... .. .. .. .:_ ..... .. _ .... _ ... ... _. 620 GRADE-,..,- ..... .. .. .._. :.. _.. . _... ... _ .... 590 _.. .... . _ _ . .._ .. _ 580 _ ........ _.. .... ... 134 L. : -6- _... :... _ . . . 610 .. . _..... �: _., _. _... .._._...___._.. ._...... .._... .___... _;_.._ ..... m__. _... ...._.. 610 i I W ;. 560 x.. w..... _ _.. , . ; ,.._ II, EXISTING 550 .. _ _ .. II ,n.. ll.� _ .....:_ . _ . _ . . _ . _ _ . _ GROl1ND....__ , _ U _ ._ ._ ._... �L...OIL...__ _._.....___ _ ...._ .._.._. 0 ...:.. .. _. _ ... .... _ .._ 600 ._ . _. __ . ._ ..N .�....... f ..... . ............... _ _ __; ........_ ....... _ .... .. _ 600 540 _ .. _ _ . 0+00 1+00 PRIVATE LATERAL SANITARY SEWER PROFILE TO NEIN GRADE ; __ _... _ . _ _. . ASSISTS - ._ r -NEW- .... __ . UVINU FACT . 590 _ _... . _..,..:.. _ r•,.�............. . .... .... 590 _ _ _ _.... 1.0 '--E a 580 3.35 t.ft ...._..__...___.. .......__.__. ... _. a_ SS _ .._ 570 _ ...... _ . , . _ _... _...: . ___ _ _ _ ___ _ _ _ _ __. -- - _ _ _._ .. , ._ _.... _ .._ _... _. ..... _ . _.. ..._ _... _ _ 570 _ . _. _... _ . _.. _ . _.. ;_ .. _.. _.... _.. _ . • .... _ _ .._. O 1 to p 560 560 _.. ....._ ►-r x 3 ;. II op II � :II m 550 ' , .- n : II .- _ 550 a II .� N toDO t) GQ > O _ Z 540 _ _ _. ... _ __ .. _ .. _ . _ . _ _ _ _. _ . 540 0+00 1+00 2+00 0+00 SANITARY SEWER PROFILE PRIVATE LATERAL a D ID M. JENSEN No. 114 SSj�NAL �1yG IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' SANITARY SEWER PROFILE 3Lo7 DESIGNED BY: PROJECT: DMJ HOLLYMEAD TOWN CENTER um ENGINEERS DRAWN BY: AREA C. BLOCK 3 - LOT A SURVEYORS JLC FINAL SITE PLAN PLANNERS REVIEWED 8Y: TITLE: STORM DRAIN WATERLINE & ASSOCIATES DMJ SANITARY SEWER PROFILES ? Mug,VA24502 PO Box 4119 1402 �'v 2MI WWA NUMBER: FILE NAME: Plam DISCIPLINE: SCALE: DATE: ?=M 4sa.s�7Pn �a3a.9a4.2700 205106.02 510602C-9 CIVIL H: 1 „=50, 06/26/06 V: 1 =10 610 ,.60 570 560 550 540 REVISION NUMBER: 2 DRAWING NUMBER: C-9 SHEET NUMBER: 9 OF 13 Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-9.dwg G& 3-H __._.. .. ._ .._ . EXtSTIN._ ,.. _.. _. .... __...... _. _... _.. _--_ _....:._ _..._. ._.._ -_ _ - -.-- :.: -_.: :.:ASSISTED:.: - 600 .__ ._.._.._.._ ...._. --..--r--------- .._...._ ._ ; - .__ .._._ . ..._ __._. .._.._. .- ,LIVING_ _ -_........._ ...._. .. . ._ ..__ ._ _ ._. ..NEW GRADE-,..,- ..... .. .. .._. :.. _.. . _... ... _ .... 590 _.. .... . _ _ . .._ .. _ 580 _ ........ _.. .... ... 134 L. : -6- _... :... _ . . . 570 __. __.. __. _.. W ;. 560 x.. w..... _ _.. , . ; 550 .. _ _ .. II ,n.. ll.� _ .....:_ . _ . _ . . _ . _ _ . .. w- , _ U _ ._ ._ ._... �L...OIL...__ _._.....___ _ ...._ .._.._. 0 ...:.. .. _. _ ... .... _ .._ 540 _ .. _ _ . 0+00 1+00 PRIVATE LATERAL SANITARY SEWER PROFILE TO GREASE TRAP DESIGNED BY: PROJECT: DMJ HOLLYMEAD TOWN CENTER um ENGINEERS DRAWN BY: AREA C. BLOCK 3 - LOT A SURVEYORS JLC FINAL SITE PLAN PLANNERS REVIEWED 8Y: TITLE: STORM DRAIN WATERLINE & ASSOCIATES DMJ SANITARY SEWER PROFILES ? Mug,VA24502 PO Box 4119 1402 �'v 2MI WWA NUMBER: FILE NAME: Plam DISCIPLINE: SCALE: DATE: ?=M 4sa.s�7Pn �a3a.9a4.2700 205106.02 510602C-9 CIVIL H: 1 „=50, 06/26/06 V: 1 =10 610 ,.60 570 560 550 540 REVISION NUMBER: 2 DRAWING NUMBER: C-9 SHEET NUMBER: 9 OF 13 Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-9.dwg G& 3-H I ° n Residue 0 It MH -6 TMP 32-46 m //� / _------ d•o --- Area A OW VER�� bd-T-P_o ertties L C ent 1 Reserved For Future Dedication DB 1970 Dra+ e E / I \ \\'"' /r / // 0.36 Acs r s8'r DB 2685 PG: 2 � / MH- - / _\ / /,; �, /, / //" / - ' \ \ \ ✓ / / one: NMD- EC ' 8"TAPP4NG-St E/ — — / / / 59 � k / / I � �'✓' ' / � \\ \� /� 5j fy�� V • ' logs 2111112 b ° ° 6 / / 59 STO aterr�ai 'A' paces x O FHA ST -22A O m SIGN 4 0� i -n I 124. 300'R +22 _ Lockwood Road — 350' to ir► d BI <_9 , I 1 I \ 7 h �k 68' Public R/W °�. 8Q4, 68 °0d .R°Qd O CG 19 O 8 bIZC R `o '' O _ 650' S ht DIS nce S Distant 25' —X OX- -X 'New Sanitar E2 — .� p ♦ ,S-°°` _ / _ _ 301 Ea :,' •,. �! .9 �-- ----- _— _-- — — — — —_ — — —-- '0 VERED STONE rn ♦ •ZcZ / � IVE R=2o.o' 591.00 ,' Zk^- TOP OF EX. ST -65 Ile - 5 $ ' TRU J =� _ DEPRESSED L.L. 589.00 (4 STORY) 594.00 D �tia ELEV. V. = 598.58 - - - - — _ _ _ - - - - -- S // CURB U.L. 602.00 (3 STORY) 593.00 BRICK - WA - ,... ° ` / BM - - - - - _ / S / ) .� / TOR ❑F- EX, ST -66 `_ { .-...__- - V ATC 0 r 80 S8 -r 5 .e5 ONE WAY FOOTPRINT=17,15 S.F. iy/ME BUILDING / "� ELE V`. = 598.26 6 DO NOT R1Z'R �PACL ,088& Q.S,F. t RAID F I �' 1 Lot B _ / SO SQA / / �� i / ENTER W/METAL RAIL FENCE EN 2.2 5,/�ss- - - - / / O / ROOF DRAIN �SSISTED LIVING - m / i _ - SHC I 96 BEDS) / \ -`_ / ! g°► ' ' 600 o _ s9 - I I RAI N'. i o I Tm 32 Par 4,Y -D ' /' / _ / ' / O C p / '�: - 6" SHC LAT i' HANDICAP �l 3 ¢S� / D D - '=17.0 GREASE ACCESS ROOF DRAIN_ OWNER: Post Office LOT B // / / _ - II s9? I c °3pVq bb s I 24 TRAP / :: k ROUTE \ \ I Q Lan* trust 5 0° �I- - - _ 1; VINYL FENCE Ar C Block 4 594 S 0. 24' �+ . \ \ x x ' 04 •/' 2.22 Acres D DB: 397 PG: 645 D-3 CONC. a / �' ' / / \ S9 DUMPSTER PAD a I I / - r: 7 D / ZONE PD MC, EG � I s 1 :..o�, cs Tm 32 Par / / / C WA \ – RIC T SE E VAN AN 4 "J 1' E: V acaTt ' / S48°22'58'W 164/77' / _ - -AdAT6 ING 6 E (WHITE VINYLDUMPSTER ENCLOSURE ¢ 1 � OWNER: S - V Associates _ r _ _ —/ - - / � _ _ � �5 W/MET FE \ WL PRIVAT - �`-" � DB:-, 659 PG. 274 ` - SIGN /S48'22' 8'w 1 ,77' 14'x25' --LJ- 3 S r ¢ I 1 ike Rap Wr, Dom` 141 PG: 261 Plat , / / / / / N / ` O IP �-- .. _ . - .. _- . 4 INT' LOADING ZONE: RA 592 - / /' // / W I / C I RES EA MET SPACE 9.18' I / / �, ,D / 6 CURB ASF ..,LT "u 1 ' ISE: Single Family Hog°Ce / 1 0 { / ` \ . RIPR CUT C B EMERGENCY 1: B HE2 / _ 4 %GENERATO D,p 600 00 00°33' 'E I P COMFY UN p_4 ♦ DA 0-4 = 0.97 AC AD MOUNTED N48 22'58 E _ \ E ETER/ - - C= 0.77 TRAN f4 W Icy- ,,11t / FUTURE STORM DRAIN 5.24 till - / / _594 I I \ \ _ _ PH II „ THERS) LOT B 1T5'RCP-L`.=585.25 8X6 TEE " PH II 8" GV 8 STUBOUT ANGLE 20229'31" I I TEMP TYPE A 15" RCP I.I.=588.50 LIMITS OF CLEARING & / .. GRADING BEGIN SIDEWALK d,Sl BRICK SHUT OINENING 6" GV I 1 ' B.O. ASSEMBLY ANGLE 271'06 43 �� ° ; DA D-2 = 0.48 0 ' BY OTHERS ' UTURE STORM b AIN ` C = 0.85 BRICK SHUT OPENING ( ) o = � '- / Y TH _ Block C3 / / / \ (B 0 S) w Lot B / o \ 2.25 Acs �. PROVIDE CLASS II 6p2 v N DRY RIP -RAP , - \ ,� _ V BLANKET w -cu 21,Z8 , � THICKNESS-'�.0' GEO TE 1LE FABRIC N41 16 c� vs, -_----_- ---- UNDER/PIP-RAP I ..�.•-:"''-� 1 c\' �,� i►'r, / I /-- Tm32Pr44 a / I 9� A 1 1 +�g4��,, � / / I OWNER: HM FUTURE ST/ORM DRAIN "" 6 I / �Aqu2s�,t2ons FTU �, ,�—'� .t- i �. \ n o f �I DB: 2311' PG: 748 � (BY OTh(ERS) � STREET Q � / y / / / I ZOAIE: RA CE W { - - o jjEg'ING R/"' pub 10 °..:. JI \, ._ ail. won I aloof k woo woo flow Li t -m-3,2- Par -41 --T -------------- _ _ -----JI zl-�� { �; -,- OWNER: Posf f -See--- 17 Land Trqs Area C-Bkc 2 °°.. \ \ 3.93 Acre - - - \ \\ \ �F THIS DRAWING IS A REDUCTION _ ZONE: PD -MC E� — /\ \ \ GRAPHIC SCALE MUST BE USED /�-�'- � �� _ USE:, Yaca t \ \ \ SCALE: 1 " 3a' 1 ADDRESSED ACSA COMMENTS JJK 07/31/06 OF DESIGNED BY: HOLLYNIEAD TOWN CENTER : PRo�ECT: REVISION NUMBER: D 2 ADDRESSED COUNTY COMMENTS JJK 08/25/06 .� ��n�s AREA C BLOCK 3 - LOT A 4 3 REVISED PER ARCHITECTURAL CHANGES & ARB COMMENTS JJK 10/05/06 DRAWN BY: 4 ADDRESSED COUNTY COMMENTS JJK 1 1 /14/06U �, SU> VEYORS JLC FINAL SITE PLAN DRAWING NUMBER. DA D M. JENSEN TITLE: ,.a No. 11484 ,� REviFwE° BY: EROSION & SEDIMENT C — 10 �oGk ww ASSOCIATES DMJ CONTROL PLAN A Ad� POB=4119 14MGn@d)rjwpboeSHEET NUMBER: S's �,% Lynchbw& VA 4 24M P a349ek=01 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: ' 10 OF 13 N0. REVISION BY DATE N0. REVISION BY DATE I ANAL '"""'•""'+°d 205106.02 510602C-10 CIVIL �: N/A30 06/26/06 Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C - 10.dwg 3,'J' 317 E NO Erosion and Sediment Control Narrative I. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO PROVIDE THE CONSTRUCTION OF APPDXIMATELY 69,086 G.S.F. OF ASSISTED LIVING FACILITY SPACE IN HOLLYMEAD TOWN CENTER, AREA C. THE SITE IS LOCATED IN ALBEMARLE COUNTY AND WILL INVOLVE DISTURBING 2.24 ACRES. THE DEVELOPMENT WILL INCLUDE A 4 -STORY BUILDING, PARKING SPACES, TRAVELWAYS, RETAINING WALLS AND SUPPORT UTILITIES. II. EXISTING SITE CONDITIONS THE PROPOSED SITE IS LOCATED HOLLYMEAD TOWN CENTER. THIS SITE WAS CLEARED, GRUBBED AND GRADED AS PER THE APPROVED MASS GRADING PLAN FOR HOLLYMEAD TOWN CENTER, AREA C. THE SITE DRAINS TOWARD SWM FACILITY #2. III. ADJACENT PROPERTIES THE SITE IS BOUNDED BY PROPOSED TIMBERWOOD BOULEVARD TO THE NORTH, TMP 32-46 TO THE NORTHWEST, TMP 32-45 TO THE SOUTH , TMP 32-44 AND MEETING STREET TOWARDS THE EAST. IV. OFF-SITE AREAS ALL SOIL MATERIAL HAULED ONTO OR OFF-SITE WILL BE WITHIN AREAS OF HOLLYMEAD TOWN CENTER THAT HAVE A BONDED ACTIVE EROSION AND SEDIMNT CONTROL PERMIT ISSUED BY ALBEMARLE COUNTY. V. SOILS A. SOILS ACCORDING TO USDA SCS SOIL MAPPING, THE PROJECT SITE LIES ON SOIL TYPE, 34D-GLENELG LOAM. SOIL TYPE 34D-GLENELG LOAM, 15 TO 25 PERCENT SLOPES, IS DEEP, MODERATELY STEEP, WELL DRAINED SOIL THAT IS FOUND ON SIDE SLOPES ALONG DRAINAGEWAYS. SLOPES ARE SMOOTH AND ABOUT 400 TO 800 FEET LONG. AREAS OF THIS SOIL COMMONLY ARE LONG AND WINDI,; THEY RANGE FROM 10 TO 40 ACRES. THIS SOIL HAS AN ERODIBILITY FACTOR K = 0.32 AT 0-8 INCHES WITH PERMEABILITY RANGING FROM 0.6-2.0 INCHES PER HOUR. 34D FALLS WITHIN HYDROLOGIC SOIL GROUP B. VI. CRITICAL AREAS CARE SHALL BE TAKEN TO STABILIZE ALL SLOPES AND PREVENT EROSION. CARE SHALL ALSO BE TAKEN TO MINIMIZE THE TRANSPORT OF SEDIMENT ONTO LOCKWOOD ROAD. VII. EROSION AND SEDIMENT CONTROL MEASURES ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. SYMBOLS, DETAILS, AND DIMENSIONS USED ARE TAKEN FROM THE HANDBOOK, AS WELL AS THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE STANDARDS, VOLUME I, 2001. A. STRUCTURAL PRACTICES 1. TEMPORARY PAVED CONSTRUCTION ENTRANCE (CE) 3.02: TEMPORARY CONSTRUCTION ENTRANCES SHALL BE PAVED IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. 2. SILT FENCE (SF) 3.05: SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE ATTACHED SITE PLAN. 3. STORM DRAIN INLET PROTECTION (IP) 3.07/CULVERT INLET PROTECTION (CIP) 3.08: STORM DRAIN INLET PROTECTION/CULVERT INLET PROTECTION SHALL BE PROVIDED FOR INLETS AS SHOWN ON THE PLANS. 4. TEMPORARY DIVERSION DIKE (DD) 3.09: TEMPORARY DIVERSION DIKES SHALL 9E INSTALLED AS SHOWN ON THE PLANS, SHEETS 10 OF 12. 5. PROVIDE TEMPORARY SEDIMENT TRAP AS SHOWN ON SHEET 10 OF 12. 6. DUST CONTROL (DC) 3.39: PROVIDE DUST CONTROL IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST WHERE ON-SITE AND OFF-SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT TAKEN. B. VEGETATIVE PRACTICES 1. TOPSOILING & STOCKPILING (TO) 3.30: TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILES ARE TO BE STABILIZED WITH TEMPORARY VEGETATION AND HAVE SILT FENCE INSTALLED ALONG THE LOWER PERIMETER. STOCKPILES SHALL BE LOCATED AS SHOWN ON THE PLANS. 2. TEMPORARY SEEDING (TS) 3.31: ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SEED SELECTION WILL BE DEPENDANT ON THE TIME OF YEAR IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL HANDBOOK. 3. PERMANENT SEEDING (PS) 3.32: PERMANENT SEEDING SHALL BE PROVIDED ON SITE TO PROVIDESTABILIZATION FOR ALL DISTURBED AREAS. SEEDING RATES ARE IN POUNDS PER ACRE. FOR HIGH MAINTENANCE LAWN AREAS APPLY 200-250 POUNDS OF KENTUCKY 31 OR TURF -TYPE TALL FESCUE. FOR GENERAL SLOPES 3:1 OR LESS APPLY 128 POUNDS OF KENTUCKY 31 FESCUE, 2 POUNDS OF RED TOP GRASS, AND 20 POUNDS OF A SEASONAL NURSE CROP. FOR LOW MAINTENANCE SLOPES STEEPER THAN 3:1 APPLY 128 POUNDS OF KENTUCKY 31 FESCUE, 2 POUNDS OF RED TOP GRASS, AND 20 POUNDS OF SEASONAL NURSE CROP. THE SEASONAL NURSE CROP USED IS BASED ON THE FOLLOWING SEEDING DATES: FROM FEBRUARY 16 THROLI('H APRIL USE ANNUAL RYE; FROM MAY 1 THROUGH AUGUST 15 USE FOXTAIL MILLET; FROM AUGUST 16 THROUGH OCTOBER USE ANNUAL RYE; AND FROM NOVEMBER THROUGH FEBRUARY 15 USE WINTER RYE. ALL PERMANENT SEEDING SHALL BE FERTILIZED, LIMED AND MULCHED AT THE FOLLOWING RATES: FERTILIZER 10-20-10 AT A RATE OF 1000 POUND PER ACRE; LIME OF AGRICULTURAL GRADE LIMESONE AT A RATE OF 2 TONS PER ACRE; AND STRAW MULCH AT A RATE OF 1-1/2 TONS PER ACRE. BEFORE SEEDING, 4 INCHES OF TOP SOIL SHALL BE SPREAD IN AREAS TO BE SEEDED. APPLY FERTILIZER AND LIME UNIFORMLY AND MIX WELL INTO TOP 4 INCHES OF SEED BED. PREPARE SOIL FOR PERMANENT SEEDING BY TILLAGE OF TOPSOIL IN PLACE TO LOOSEN THOROUGHLY AND BREAK UP ALL CLODS TO A DEPTH OF 6 INCHES. REMOVE ALL STUMPS AND ROOTS, COARSE VEGETATION, STONES LARGER THAN 1-1/2 INCHES AND ALL CONSTRUCTION DEBRIS. SOIL SHALL BE WORKED BY SUITABLE AGRICULTURAL EQUIPMENT TO A DEPTH OF NOT LESS THAN 4 INCHES. SURFACE SHALL BE UNIFORM, SMOOTH AND DRAINABLE. A FIRM AND COMPACT SEED BED IS REQUIRED. 4. MULCHING (MU) 3.35: ALL TEMPORARY AND PERMANENT SEEDING SHALL BE STRAW MULCHED. ADDRESSED COUNTY COMMENTS I JJK REVISION I BY 08/25/06 DATE I NO. ION C. MINIMUM STANDARDS MS -1. STABILIZATION OF DENUDED AREAS: 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 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT OR UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT 'STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS -2. STABILIZATION OF SOIL STOCKPILES: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES ,AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL STOCKPILES ON SITIE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS -3. PERMANENT VEGETATIVE COVER: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE E&S INSPECTOR, IIS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT EROSION. MS -4. TIMING AND STABILIZATION OF SILT TRAPPING MEASURE'S: SEDIMENT BASINS AND TRAPS, STORM INLET PROTECTION, SILT FENCING, AND OTHER MESURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS -5. STABILIZATION OF EARTHEN STRUCTURES: N/A STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS -6. SEDIMENT BASINS AND TRAPS: SEDIMENT TRAPS AND BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED. A. THE MINIMUM CAPACITY OF A SEDIMENT TRAP SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF LESS THAN 3 -ACRES. B. THE MINIMUM CAPACITY OF A SEDIMENT BASIN SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF 3 -ACRES OR GREATER. MS -7. CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS -8. CONCENTRATED RUNOFF DOWN CUT OR FILL SLOPES: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DFRAIN STRUCTURE. MS -9. WATER SEEPAGE FROM A SLOPE FACE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS -10. STORM SEWER INLET PROTECTION: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS -11. STABILIZATION OF OUTLETS: N/A BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE CFHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PE_RMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS -12. WORK IN LIVE WATERCOURSES: N/A WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOA THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STFRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS -13. CROSSING A LIVE WATERCOURSE: N/A WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTiRUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDED. MS -14. APPLICABLE REGULATIONS: N/A ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PIERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS -15. STABILIZATION OF BED AND BANKS: N/A THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS -16. UNDERGROUND UTILITIES: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORIDANCE WITH THE FOLLOWING STANDARDS, IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 -LINEAR FEET OF TRENCH MAY BE (OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES, EXCEPT FOR ANY DIVERSION DITCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. D. TRENCH BACKFILL MATERIAL SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDAN(CE WITH THESE REGULATIONS. F. ALL APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH AT ALL TIMES MS -17 CONSTRUCTION ACCESS ROUTES: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ON TO PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED BY SHOVELLING OR SWEEPING AND TRANSPORTED TO A SEDIMENT DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND- DISTURBING ACTI)VITIES. MS -18 TEMPORARY E&S CONTROL MEASURE REMOVAL: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NIO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL E&S AUTHORITY. TRAPPED SEDIWENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURE'S SHALL BE PERMANENTLY STABLIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -19 ADEQUACY OF RECEIVING CHANNELS: PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVUOPMENT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN V/OLUME, VELOCITY AND PEAK FLOW RATES OF STORM WATER RUNOFF FOR THE STATED FREQUENCY STORMI OF 24 HOUR DURATION. L-OFMOmirtm, TH QF DAVID M. JENSEN .� No. 1148l ONAL D. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND SYSTEMS SHALL BE MAINTAINED, INSPECTED, AND REPAIRED AS NEEDED TO INSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AT THE END OF EACH DAY AND AFTER EVERY RAINFALL EVENT. 1. DAMAGE TO EROSION CONTROL MEASURES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY SHALL BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 2. MAINTAIN ALL SEEDED AREAS UNTIL A UNIFORM STAND IS ACCEPTED. 3. (SPEC. 3.02) PROVIDE FOR EQUIPMENT WASHING AS NEEDED TO PREVENT THE TRANSPORT OF SOIL ONTO EXISTING ASPHALT ROADWAYS. ANY SEDIMENT ON THE PAVEMENT SHALL BE REMOVED IMMEDIATELY. 4. (SPEC. 3.05) SILT FENCE BARRIERS WILL BE CHECKED DAILY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL REACHES HALF WAY TO THE TOP OF THE BARRIER. 5. (SPEC. 3.07) THE STRUCTURES SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND THE INLET PROTECTION RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 6. (SPEC. 3.09) THE MEASURE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPAIRED AS NECESSARY. 7. (SPEC. 3.13) SEDIME 'T SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT REMOVAL FROM THE BASIN SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMTATION PROBLEMS. FILTER STONE SHALL BE REGULARLY CHECKED TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. STONE CHOKED WITH SEDIMENT SHALL BE REMOVED AND CLEANED OR REPLACED. THE STRUCTURE SHOULD BE CHECKED REGULARLY TO ENSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. THE HEIGHT OF THE STONE OUTLET SHOULD BE CHECKED TO ENSURE THAT ITS CENTER IS AT LEAST 1 FOOT BELOW THE TOP OF THE EMBANKMENT. 8. (SPEC. 3.31 & 3.32) AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. 9. (SPEC. 3.35) ALL MULCHES AND SOIL COVERINGS SHOULD BE INSPECTED PERIODICALLY (PARTICULARLY AFTER RAINSTORMS) TO CHECK FOR EROSION AND ADDITIONAL MULCH SHOULD BE APPILED TO DISTURBED AREAS. VIII. SEQUENCE OF CONSTRUCTION 1. CONSTRUCT THE TEMPORARY PAVED CONSTRUCTION ENTRANCE, DIVERSION DIKES, TEMPORARY RIGHT OF WAY DIVERSION, TEMPORARY SEDIMENT TRAP, SILT FENCE, AND STORM DRAIN INLET PROTECTION ON EXISTING INLETS AS SHOWN ON SHEET 10 OF 12. INSTALL 18" CMP FROM EX. ST -19E TO (D-1), AS SHOWN IN PROFILE. DO NOT INSTALL TOP. GRADE RIP -RAP OUTLET AS SHOWN ON SHEET 10 OF 12. 2. CONSTRUCT AND INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES AS IS PRACTICABLE. 3. PERFORM GRADING TO BRING ALL AREAS TO GRADES SHOWN; INSTALL UTILITIES, CURB AND GUTTER, PAVEMENTS AND CONSTRUCT BUILDING A. 4. PROVIDE TEMPORARY SEEDING AND OTHER EROSION CONTROL DEVICES TO MINIMIZE TRANSPORT OF SEDIMENT. 5. PERFORM PERMANENT SEEDING, STRAW MULCHING, AND STABILIZE ALL DISTURBED AREAS. APPLY DOUBLE SHREDDED HARDWOOD MULCH TO PLANTED AREAS. 6. UPON STABILIZATION OF THE SITE, INSTALL TOP OF STRUCTURE D-1. 7. EROSION CONTROL DEVICES MUST REMAIN IN PLACE UNTIL RELEASED BY THE EROSION CONTROL INSPECTOR. 8. REMOVE TEMPORARY EROSION CONTROL MEASURES, GRADE OUT SEDIMENT TRAP, AND STABILIZE AFFECTED AREAS. 9. CLOSE OUT THE PROJECT. IX. PROPERTY OWNER RESPONSIBLE FOR MAINTENANCE IMPLEMENTATION 1. POST OFFICE LAND TRUST C/O C.W. HURT CONTRACTORS, LLC P.O. BOX 8147 CHARLOTTESVILLE, VIRGINIA 22906 ATTN: KATURAH ROELL (434) 979-8181 ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR EROSION CONTROL PLANS ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTCICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLANNING APPROVAL AUTHORITY. ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURE NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUN-OFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. EROSION AND SEDIMENT CONTROL LEGEND PA F.012 CONSTR CTIONuE0ENTRANCE 3.05 SILT FENCE SF X X -X 3.07 INITMPROOTECTION IP 3.08CULVERT INLET PROTECTION CIP TE ORSONY NEDIKE 00� F09 3.13 EDIMENT�TRAP ST i DESIGNED BY. W DMJ um ENGINEERS ffm SURVEYORS PLANNERS DRAWN BY: JLC REVIEWED BY. SSOCIATES DMJ PO Baa 4119 1402 (heembder P1eoe ly r.vwusoz waluUmAk�veaa901 P6oaa 4 .582.6175 Phone: 434.984.2700 WWA NUMBER: WWW..W 205106.02 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING PS F39 DUST CONTROL Dtv 3.35 MULCHING MPJ DRAINAGE DIVIDE - - PROJECT: HOLLYMEAD TOWN CENTER AREA C, BLOCK 3 - LOT A FINAL SITE PLAN TITLE: EROSION AND SEDIMENT CONTROL NARRATIVE FILE NAME: DISCIPLINE: SCALE:DATE: 510602C-11.dwg CIVIL . N/A 1 »=30 06 V /26/06 V.• REVISION NUMBER: DRAWING NUMBER: C-1 1 SHEET NUMBER: 11 OF 13 Drawing Path: \\Cville_server\AutoCod\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-11.dwg 3-1 STONE 70' MIN.. -------- CONSTRUCTION AdCESS 3" SM -2A ASPHALT 'TOP 2% covl SE: 2% MIN. 21A AGGREGATE SASE --------�--.70'` MIN. STONE CONSTRUCTION A ASPHALT PAVED ACCESS--\� rWASHRACK ?iii+Tw�er� a s�r`;*'aTw� r.tA A, MINIMUM WATER TAP OF 2" IS REQUIRED VVITN A MINIMUM wASH HOSE "DIA. OF 1.5 PAVED CONSTRUCTION ENTRANCE GRAVEL CURB INLET SEDIMENT FILTER GRAVEL FILTER RUNOFF WATER SEDIMENT —� CONCRETE GUTTER 12" SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. " GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC ADDRESSED COUNTY COMMENTS JJK PLATE 3.07-F NO. I REVISION I BY I DATE NO. CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. f FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHIEET FLOW INSTALLATION (PERSPECTIVE VIEW) n I FLOW I _ POINTS A SIHOULD BE HIGHER THAN POINT B. DRAIINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Straw and i Fabric Fllter Barriers for Sediment Control,VA. DSWC PLATE. 3.05 - Sherwood and Tyant TEMPORARY DIVERSION DIKE Com>Dacted Soil SOURCE: VA. DSWC DATE 4.5' min. k DA D M. JENSEN 9 11484 ,� kSE C_ PLATE 3.09-1 SILT FENCE DROP INLET PROTECTION 2 X 4' WOOD FRAME DROP INLET 4ME STAKE ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION it 1' MIN. DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SOURCE: N.C. Erosion and Sediment Control Planning and Demon Manual 1988 PLATE 3.07-1 EXCAVATED DROP INLET TRAP SEDIMENT MAX. SLOPE 2: FLOW FLOW 'r FLOW FLOW SEDIMENT—LhNE RUNOFF STORM WATER WITH LARGER PARTICLES REMOVED DRAIN INLET DEPTH BELOW TOP OF INLET: MIN. 1'— MAX. 2' t. • _ _�',;:�; a a. �_��:.,rr,; : ,: �—iTil � ISI � k _a Y . WEEP HOLES FOR DEWATERING a� n SPECIFIC APPLICATION LARGER PARTICLES SETTLE OUT THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. SOURCE: MICHIGAN SOIL EROSION AND SEDIMENT PLATE 3.07-4 CONTROL GUIDEBOOK, 1975, AND USDA -SCS DESIGNED BY: PROJECT. REVISION NUMBER: DMJ HOLLYMEAD TOWN CENTER 1 ENGINEERS AREA C, BLOCK 3 - LOT A DRAWN SURVEYORS BY: JLC FINAL SITE PLAN DRAWING NUMBER: PLANNERS TITLE: EROSION AND SEDIMENT CONTROL DETAILS C— 12 REVIEWED BY: ASSOCIATES DMJ PoBox 4119 1402 Greenbrier Pkee Lyoonnurg,VA245o2 Chvtoroovine.VAZW1 SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: -- DATE: Phooc: 434.582.6175 Phone: 434.984.2700 ,�,...�xocia�es.nct 205106.02 510602C-12.dw c�vi� "� 1"=30' 06/26/06 12 OF 13 Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE 1 FINAL SITE PLAN\dwg\51060X-12.dwg r7"v �-1��7 u EAST JORDAN IRON WORKS 00104316 US FOUNDRY CORP. USF 710 RING & DP COVER OR APPROVED EQUAL m C (4) 1 " (25mm) DIA. HOLES ON 3234" (834mm) DIA BOLT CIRCLE „ % s 6mm] 1 " [25mm] 2" (51 mm) LETTERS (RF(`Fggp,n FI IISH) 26" DIA.[38mm] [660mm] 3Y8" Y4" 6mmDIA. [79mm] /— NEOPRENE GASKET 23" DIA. LI [584mm] 25" DIA. [635mm] O.D. OF GASKET GROOVE TYPICAL MANHOLE FRAME & COVER NOT TO SCALE 1.5" SM -9.5A ASPHALT 3.0" BM -25.0 ASPHAL 5" VDOT 21A 0 0 0 0 ,r.O SUBGRADE APPROVED BY —I GEOTECHNICAL ENGINEER PAVE OVER PRIME AT 0.4 GA/SY— PAVE OVER PRIME AT 0.1 GA/SY PAVEMENT SECTION_. DETAIL NOT TO SCALE KENNEDY GUARDIAN (K -81A) MUELLLER CENTURION (A-423) 0D A0DDniirn cni iAi 2500 AND UNDID WHEI� - - - - IN A FILL, ANCHOR THREADED RODS IN NECESSARY, A STEE SUPPORT. NOTE: HYDRANT MUST BE EQUIPPPED WITH CHARLOTTESVILLE THREADS WHICH IS THE LOCAL STANDARD THE VALVE TO THE HYDRANT WITH 2—/4 OR ASPHALT COATED. ADDITION TO POURING CONCRETE. IF L PILE SHALL BE USED AS ADDITIONAL NOTES: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT (INCLUDING DITCHES.) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. IF THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATION WGERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL NOT TO SCALE 8" X 6" TEE 1 ADDRESSED COUNTY COMMENTS JJK 08/25/06 OP L DA M. JENSEN 9 ,d No. 11 4 �o _ W'A TGD4EERS SURVEYORS PLANNERS ASSOCIATES L ��YA,2t302 14M GiamWim r O1`' �ai7s �4 s�rmo DESIGNED BY: DMJ PROJECT: HOLLYMEAD TOWN CENTER FIAREA C BLOCK 3 - LOT A NAL SITE PLAN REVISION NUMBER: DRAWN JLC DRAWING NUMBER: C— 13 TITLE: DETAILS REVIEWED BY: DMJ SHEET NUMBER: 13 OF 13 WWA NUMBER: 205106.02 FILE NAME: 510602C-13.dwg DISCIPLINE: CIVIL SCALE: V: NIA � DATE: 06/26/06 NO. REVISION BY DATE NO. REVISION BY DATE Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-13.dwg (5W 3.1-0-7 IN3Wd017A301 llNfl,N '100 C" ' COMH MEW TABLE "A" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL USE TABULATION TABLE "B" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL PARKING TABULATION BLOCK PROPOSED/APPROVED SQUARE FOOTAGE TO DATE VIA SDP MAX. SQ. FOOTAGE PERMITTED BY BLOCK BY CODE NUMBER OF DWELLINGS PROPOSED/APPROVED TO DATE VIA SDP MAX. DWELLING UNITS PERMITTED BY BLOCK BY CODE BLOCK I NO SDP SUBMITTED 55,000 NOT PERMITTED -- BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED -- BLOCK III PROPOSED 50,000 PROPOSED 40 BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 BLOCK V NOT PERMITTED -- 42 50 BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED -- BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED -- BLOCK VIII NO SDP SUBMITTED 76,000 NOT PERMITTED -- BLOCK IX 27,252 40,000 NOT PERMITTED -- TOTAL PROPOSED SQ. FT. 27,252 BUFFER ZONE: I� 42 MAXIMUM STRUCTURE HEIGHT: MAX. SQUARE FOOTAGE FOR AREA C 275,000 MAX. DWELLING UNITS FOR AREA C 120 SQUARE FOOTAGE REMAINING FOR AREA C 247,748 If REMAINING DWELLING UNITS FOR AREA C 78 TABLE "B" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL PARKING TABULATION BLOCK PROPOSED DU/S.F. PARKING RATIO REQ. REQ. # OF SPACES TOTAL PROVIDED NET LOADING SPACES I REQUIRED ARB LOT A DEPARTMENT OF FIRE RESCUE 96 ALBEMARLE COUNTY SERVICE AUTHORITY II VIRGINIA DEPARTMENT OF TRANSPORTATION USE GROUP (IBC): HEALTH DEPARTMENT 3 BEDS ATTN: VIRGINIA L. TAHBOUB LOT B III Table C Table C 32 *38 +6 1 IV ATTN: DAVID M. JENSEN, P.E. TOTAL 32 REQUIRED L RNANNA ENGINEERING AND SURVEYING, PLC SOURCE OF TOPOGRAPHY: V = 42DU 2.25/DU 95 183 +88 N/A VI TAX MAP 32 PARCEL 41D ZONING: PD—MC; ENTRANCE CORRIDOR OVERLAY DISTRICT YARD REQUIREMENTS: THIS PLAN IS IN CONFORMANCE WITH NO. FIXTURE UNITS: VII FIXTURE TYPE ASSISTED PLAN AND PROFFER #1 BUFFER ZONE: N/A MAXIMUM STRUCTURE HEIGHT: 2-5 STORIES PER ZMA 01-20 VIII (AREA C) CODE OF DEVELOPMENT SHOWERS DConote 92 Date 12 151O BATHTUBS 3 File SDP 2006000 64 SERVICE SINK IX 27252 40 PER0 GSF 100 123 243 +120 4 TOTAL 250 464 +214 =5 TABLE "C" - HOLLYMEAD TOWN CENTER AREA "C" PARKING TABULATION FOR LOTS A & B APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING REQUIRED ENGINEER RESERVOIR WATERSHED: INSPECTIONS REQUIRED ARB LOT A DEPARTMENT OF FIRE RESCUE 96 ALBEMARLE COUNTY SERVICE AUTHORITY 32 VIRGINIA DEPARTMENT OF TRANSPORTATION USE GROUP (IBC): HEALTH DEPARTMENT 3 BEDS PHASE USAGE PROPOSED PARKING RATIO REQUIRED P.O. BOX 8147 RESERVOIR WATERSHED: # BEDS REQUIRED # SPACES LOT A ASSISTED LIVING 96 1 PER 32 500 GREENBRIER DRIVE USE GROUP (IBC): CHARLOTTESVILLE, VIRGINIA 22901 3 BEDS ATTN: VIRGINIA L. TAHBOUB LOT B FUTURE ENGINEER: WW ASSOCIATES, INC. PARKING PROVIDED: LOT B FUTURE CHARLOTTESVILLE, VA. 22901 PARKING/CIRCULATION AREA: ATTN: DAVID M. JENSEN, P.E. TOTAL 32 REQUIRED L RNANNA ENGINEERING AND SURVEYING, PLC 11Vl.LUl liNtT a ►DrAkI.L3 VIN LVC;&WVVLJ KkJAIJ 1 ADDRESSED ACSA COMMENTS JJK 07/31/06 2 ADDRESSED COUNTY & VDOT COMMENTS JJK 08/29/06 3 REVISED PER ARCHITECTURAL CHANGES & ARB COMMENTS JJK 10/06/06 N0. I REVISION I BY I DATE I NO. ( REVISION I BY : Vil"C�1\I.�� [UNr"ql 26� 2006 F --A AN LINA SIT"" SD.'rOm2OO6mOOO64 (WI.EDO 20nu6mOOO47) N f BLOCKS t'`0 of . �"`�•�� ,•,�• � ~ • Al t, :I * ~5A AW -ro• MW f VICINITY MAP SCALE: 1"'= 2000' INDEX OF' SHEETS DRAWING NO. SHEET NO. C-1 1 OF 13 'TITLE COVER SHEET C-2 2 OF 13 GENERAL NOTES C-3 3 OF 13 PROFFERS AND APPLICATION PLAN C-4 4 OF 13 EXISTING SITE CONDITIONS & DEMOLITION PLAN C-5 5 OF 13 SITE LAYOUT PLAN C-6 6 OF 13 SITE GRADING AND UTILITY PLAN C-7 7 OF 13 PHOTOMETRIC PLAN C-8 8 OF 13 LANDSCAPE PLAN C-9 9 OF 13 STORM DRAIN, WATERLINE, AND SANITARY SEWER PROFILES C-10 10 OF 13 EROSION AND SEDIMENT CONTROL PLAN C-11 11 OF 13 EROSION AND SEDIMENT CONTROL NARRATIVE C-12 12 OF 13 EROSION AND SEDIMENT CONTROL DETAILS C-13 13 OF 13 DETAILS H 1 U DAVID M. JENSEN 9 No. Ll48 ,�ssl ONA L E�Gti LOT A SITE DATA: OWNER/APPLICANT: POST OFFICE LAND TRUST PROPOSED USE: C/O C.W. HURT CONTRACTORS, LLC WATER RESOURCE AREA: P.O. BOX 8147 RESERVOIR WATERSHED: CHARLOTTESVILLE, VIRGINIA 22906 WATER SUPPLY PROTECTION AREA: ATTN: KATURAH ROELL SITE AREA: (434) 979-8181 DEVELOPER: ROSEWOOD VILLAGE AT HOLLYMEAD, LLC BUILDING CONSTRUCTION (IBC): 500 GREENBRIER DRIVE USE GROUP (IBC): CHARLOTTESVILLE, VIRGINIA 22901 IMPERVIOUS AREA: ATTN: VIRGINIA L. TAHBOUB PERVIOUS AREA: (434) 975-5079 ENGINEER: WW ASSOCIATES, INC. PARKING PROVIDED: 1402 GREENBRIER PLACE LOADING SPACES PROVIDED: CHARLOTTESVILLE, VA. 22901 PARKING/CIRCULATION AREA: ATTN: DAVID M. JENSEN, P.E. OPEN SPACE: � (434) 984-2700 SOURCE OF SURVEY: RNANNA ENGINEERING AND SURVEYING, PLC SOURCE OF TOPOGRAPHY: RNANNA ENGINEERING AND SURVEYING, PLC AND NOTES: SUPPLEMENTED BY FAULCONER CONSTRUCTION CO. INC. COUNTY, STATE: ALBEMARLE COUNTY, VA. MAGISTERIAL DISTRICT. RIO TAX MAP REFERENCE: TAX MAP 32 PARCEL 41D ZONING: PD—MC; ENTRANCE CORRIDOR OVERLAY DISTRICT YARD REQUIREMENTS: THIS PLAN IS IN CONFORMANCE WITH NO. FIXTURE UNITS: ZMA 01-20 (AREA C) APPLICATION FIXTURE TYPE ASSISTED PLAN AND PROFFER #1 BUFFER ZONE: N/A MAXIMUM STRUCTURE HEIGHT: 2-5 STORIES PER ZMA 01-20 SINKS (AREA C) CODE OF DEVELOPMENT EXISTING USE: VACANT PROPOSED USE: ASSISTED LIVING (96 BEDS — RENTAL) WATER RESOURCE AREA: COMMUNITY DEVELOPMENT AREA RESERVOIR WATERSHED: NONE WATER SUPPLY PROTECTION AREA: NONE SITE AREA: 1.25 ACRES (LOT A) BUILDING AREA: 69,086 GSF BUILDING CONSTRUCTION (IBC): TYPE 1B (ASSISTED LIVING) USE GROUP (IBC): 1-2 (ASSISTED LIVING) IMPERVIOUS AREA: 1.04 ACRES PERVIOUS AREA: 0.21 ACRES PARKING REQUIRED: 32 SPACES SEE TABLE "C" PARKING PROVIDED: 38 SPACES OF WHICH 4 ARE VAN ACCESSABLE HANDICAP SPACES LOADING SPACES PROVIDED: PARKING/CIRCULATION AREA: 0.46 ACRES", OPEN SPACE: � - ESTIMATED TRAFFIC GENERATION: 470 VPD SPECIAL USE PERMIT SP -2005-00032 NOTES: 1. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THIS ENTIRE SITE IS PROVIDED IN THE HOLLYMEAD TOWN CENTER STORMWATER MANAGEMENT FACILITY 2. THE SITE IS LOCATED IN DRAINAGE AREA DA—U. 2. FIRE FLOW (PER ACSA), FROM CLOSEST FIRE HYDRANT, APPROXIMATELY 250 FEET DISTANCE IS 4006 GPM 0 20 PSI. 3. VISIBILITY OF MECHANICAL EQUIPMENT SHALL BE ELIMINATED FROM THE EC. 4. NOTE: WATER METER HAS BEEN SIZED BY ASCA NO. FIXTURE UNITS: FIXTURE TYPE ASSISTED LIVING BLDG APPROVED LAVATORY 181 by theAlbemerle County WATER CLOSETS (TANK TYPE) 93 SINKS 26 aun ity Development Depaent SHOWERS DConote 92 Date 12 151O BATHTUBS 3 File SDP 2006000 64 SERVICE SINK 6 WASHER (RESIDENTIAL) 1 Fv%4 ( 5l i t f 1 w" Only WASHER (COMMERCIAL) 1 LAUNDRY TUB 1 DRINKING FOUNTAIN 2 METER SIZE: 2" COMPOUND METER 5. BACKFLOW PREVENTION REQUIRED. 6. ALL STREETS CONSTRUCTED WITH THIS PLAN ARE TO BE PRIVATELY OWNED AND MAINTAINED. A TWENTY—FOUR FOOT WIDE ACCESS EASEMENT IS TO BE PROVIDED FOR ALL PRIVATELY OWNED AND MAINTAINED STREETS. 7. SOLID WASTE WILL BE COLLECTED IN ON—SITE DUMPSTER, W/SCREEN WALL, PICK—UP BY WO Aft. 8. THISATE OMPW LL REQUIRE AN IRRIGATION METER, THIS IS TO BE SUBMITTED UNDER SEPERAT)Rr0 ''r e' COVER. tir'{ 4 O COMMUNITY DEVELOPMENT E ]ENGINEERS SURVEYORS PLANNERS DESIGNED BY: DMJ PROJECT: HOLLYMEAD TOWN CENTER D �A C, BLOCK 3 - LOT A FINAL SITE PLAN REVISION NUMBER: 3 DRAWN BY: JLC DRAWING NUMBER: C _ 1 TITLE. COVER SHEET REVIEWED BY: AssociATEs DMJ SHEET NUMBER: OF 3 POB=4119 14M Grembrier Plm =04=6 2 �� WWA NUMBER: 205106.02 FILE NAME: 510602C-1 DISCIPLINE: CIVIL SCALE: . N/A AS NOTED VV: DAT75 E: 06/26/06 Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-1.dwg MISCELLANEOUS NOTES 1. THIS PLAN IS TO BE USED FOR FINAL SITE DEVELOPMENT PURPOSES ONLY. 2. SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO POST OFFICE LAND TRUST, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 1661 PG. 116. THIS PROPERTY IS INDICATED AS TAX MAP 32 PARCEL 41D. 3. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE "C" ON FEMA FIRM MAP 510006 0125 B. DATED 12/16/80. 4. THE TOTAL AREA OF THE PARCEL OF LAND AS SHOWN IS 1.25 ACRES. THE BOUNDARY AS SHOWN HAS BEEN DETERMINED BY RIVANNA ENGINEERING AND SURVEYING, PLC DECEMBER 2005. 5. THE EXISTING TOPOGRAPHY IS BY RIVANNA ENGINEERING AND SURVEYING, PLC AND SUPPLEMENTED BY FAULCONER CONSTRUCTION Co. INC. 6. THE EXISTING ZONING FOR THIS AREA IS PD -MC, EC. 7. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER PROVIDED BY ALBEMARLE COUNTY SERVICE AUTHORITY. 8. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. ABBREVIATIONS BC BACK OF CURB BM BENCH MARK BO BLOW OFF C/C CENTER TO CENTER C G CURB AND GUTTER CIP CAST IRON PIPE CL CENTER LINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE CY CUBIC YARDS DIA DIAMETER DIP DUCTILE IRON PIPE EL ELEVATION ELEC ELECTRIC EX OR EXIST EXISTING FH FIRE HYDRANT FHT FIRE HYDRANT TEE GFS GROSS SQUARE FEET HB HORIZONTAL BEND HC HANDICAP INV INVERT IPF IRON PIN FOUND IPS IRON PIN SET LF LINEAR FEET LT LEFT MH MANHOLE NTS NOT TO SCALE NOTES: SHEET NUMBER: 2 OF 13 O.C. ON CENTER PE POLYETHYLENE PROP PROPOSED RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED RT RIGHT R/W RIGHT OF WAY SD STORM DRAIN SHC SEWER HOUSE CONNECTION SMH SEWER MANHOLE SS SANITARY SEWER ST STORM STA STATION STD STANDARD S/W SIDEWALK SWM STORMWATER MANAGEMENT TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED V VALVE WL WATERLINE W/M WATER METER WW WOVEN WIRE YDS YARDS 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLAN AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILLITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. BACKFLOW PREVENTION REQUIRED. 10. ALL WATER METERS ARE TO BE SIZED BY THE ALBEMARLE COUNTY SERVICE AYTHORITY. GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 219. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN TEN FEET OF ANY FIRE HYDRANT. 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 12. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 959 OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS, SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M. 13. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 14. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. GENERAL NOTES 1. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTION& MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTEDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN MAXIMUM 6" LIFTS. 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 698 BENEATH PAVEMENTS AND WALKS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT TO 90 PERCENT BY ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 4. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING. 5. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 7. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 8. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 9. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 10. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 11. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 12. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 13. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 14. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. ROADWAY CONSTRUCTION NOTES 1. ALL EXISTING UTILITIES WILL BE ADJUSTED TO GRADE BY THE CONTRACTOR. 2. STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH CAPABLE OF SUPPORTING STREET LOADING WITHOUT DAMAGING SETTLEMENT AS DETERMINED BY THE ENGINEER. 3. WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BY COMPACTION OR REPLACEMENT AS REQUIRED. 4. ALL CONCRETE SHALL BE CLASS "A3" UNLESS SPECIFIED OTHERWISE. 5. ALL BITUMINOUS SURFACE TO BE TYPE SM -9.5A (VDOT) UNLESS SPECIFIED OTHERWISE. 6. ALL BITUMINOUS BINDER OR BASE COURSES TO BE TYPE BM -25.0 (VDOT) UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN ON APPROVED PLANS. 7. ALL DETAILS OF PAVING ARE SUBJECT TO FINAL APPROVAL BY THE ALBEMARLE COUNTY ENG. DEPT. AND SHALL BE NOTED ON THE FINAL PLANS AND PERMITS. 8. CONTRACTOR TO GRIND OR MILL EXISTING PAVEMENT AS REQUIRED TO OVERLAY EXISTING PAVEMENT AND TO INDUCE REQUIRED CROSS -SLOPE. PROVIDE HEEL CUT AND SMOOTH FINISH SURFACE BETWEEN LIMIT OF OVERLAY AND EXISTING PAVEMENT SURFACE. 9. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 10. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT, FACTORY MIXED, QUICK -DRYING, AND NON-BLEEDING. PAINT SHALL MEET REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231. 11. HANDICAP RAMPS SHALL HAVE EXPOSED AGGREGATE DETECTABLE WARNING FINISH, IN ACCORDANCE WITH VDOT STANDARD CG -12A. RAMPS SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 12. ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATED SHALL BE AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 13. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. THE COUNTY/CITY SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE R/W THAT ARE NOT PRIVATELY MAINTAINED. 14. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT STANDARDS. SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED. 5. ALL INTERNAL WALKWAYS, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATLEY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9. SIDEWALKS ADJACENT TO TRAVELWAYS ARE 6 FEET WIDE UNLESS OTHERWISE NOTED 10. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. ALBEMARLE COUNTY ENGINEERING - GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL -VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE VIRGINIA WORK AREA PROTECTION MANUAL. 7. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). I c*r_c*nin EXISTING NEW DESCRIPTION _435- -435- CONTOUR INTERVAL AS INDICATED ON SITE PLAN) -56.1 •56.1 SPOT ELEVATION r_y_1r'y_') r -Y Y1 TREE LINE X X DEMOLISH EXISTING UGT CENTER/EDGE OF STREAM - - - M - FENCE AND GATE EDGE OF PAVEMENT - - -- PROPERTY LINE/RIGHT OF WAY -.._.._.._-.._.._..- EASEMENTS -- CG -2 HEADER CURB CURB AND GUTTER ,T OVERHEAD POWER SSAND/OR TELEPHONE ------- SANITARY SEWER STORM DRAIN AND END WALL, TYPE AS INDICATED -.._.._..- 8_W••- WATER LINE Tom- W TRAFFIC WIRE -Ja=-UGE- UNDERGROUND ELECTRICAL --H6T -H6f- UNDERGROUND TELEPHONE ABANDONED OR REMOVED UTILITY 0 0 STRUCTURE 1 A BUILDING ENTRY 08 25 06DESIGNED FHS FIRE HYDRANT IFDC FIRE DEPARTMENT CONNECTION (9 A WA= ENGINEERS SURVEYORS PLANNERS ASSOCIATES POBm4119 14MCbeaobtiwPlue Lyochbmy.VA24'02 .11%vA27901 , ,343n6175 rte«,94.984.2700 .,.�,.� ------ „_,. ----� T - ^--�-- WATER VALVE 0 REVISION NUMBER: 1 SANITARY MANHOLE O O STORM MANHOLE C -r-01 C ---q CURB DROP INLET pco -eco SANITARY CLEAN OUT LIGHT POLE TELEPHONE POLE, WITH GUY DRAWING NUMBER: C-2 AND ANCHOR POWER POLE Q SIGN TITLE: NOTES RIPRAP 0 IRON PIN CONCRETE SIDEWALK A'' ^.:.: �. QNUMBER OF STANDARD PARKING SPACES BM BENCHMARK SHEET NUMBER: 2 OF 13 WWA NUMBER: 205106.02 ^,__,- �\.,�c,n LIMITS OF CLEARING AND GRADING SCALE: DATE: V: N/A 06/26/06 circ D1 A1\1\ .4,.,.,\ r�inanor_,?Awn O STOP SIGN O STREET NAME SIGN NOTES: 1. THE SIZE OF THE SYMBOLS N0. MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS NO. SHOWN MAY NOT BE USED. 1 ADDRESSED COUNTY COMMENTS JJK 08 25 06DESIGNED of o 9 A DD JENSEN .d� No. 1148 �� ot, �� s10 �� NAL A WA= ENGINEERS SURVEYORS PLANNERS ASSOCIATES POBm4119 14MCbeaobtiwPlue Lyochbmy.VA24'02 .11%vA27901 , ,343n6175 rte«,94.984.2700 .,.�,.� ------ „_,. ----� T - ^--�-- BY: DMJ PROJECT: HOLLYMEAD TOWN CENTER AREA C. BLOCK 3 - LOT A FINAL SITE PLAN REVISION NUMBER: 1 DRAWN BY: JLC DRAWING NUMBER: C-2 TITLE: NOTES REVIEWED 11GENERAL DMJ SHEET NUMBER: 2 OF 13 WWA NUMBER: 205106.02 ^,__,- �\.,�c,n FILE NAME DISCIPLINE: 510602C-2.dwg CIVIL c - .,n �,•t- o1 nf- v z ouncc I nnini SCALE: DATE: V: N/A 06/26/06 circ D1 A1\1\ .4,.,.,\ r�inanor_,?Awn N0. REVISION BY DATE NO. REVISION BY DATE vl uwn iy r uu i. TVI. \LV.J I vv i ivnp l ivuu i vwi i \lull ci uw%.n .L� V_V � l ,.. .. � _ - . I—— . . _ _ . - ... \- •• Z; \- - - - - - - - - ZMA-01-20 PROFFERS Holly mead Town Center Area C July 25, 200(3 TAX MAP 32, Parcels 41D, 43A, 44, 45, 46 37.1 Acres Pursuant to Section 33.3 of the Albemarle County Code (the "Code"), the owners, or their duly authorized agents, hereby voluntarily proffer the conditions listed below which shall only be applied, except as specifically set forth herein to the area identified as Regional Service Area C on the Application Plan, (defined below) comprising all or some of the above referenced tax map parcels (the "Property"). These conditions are proffered as part of the requested zoning and it is agreed that: 1) the rezoning itself gives rise to the need for the conditions; and 2) such conditions have a reasonable relation to the rezoning request: 1. Development shall be in general accord with the Application Plan entitled Rezoning Application Plans for Hollymead Town Center Regional Service Area C, (Sheets A-1, A-2, only), prepared by Rivanna Engineering & Surveying, PLC, revised, last revised, July 7, 2003 ("Application Plan"). The standards of development and central features and major elements within the Property essential to the design of the development shall be in general accord with the Block Exhibit, the Code of Development's Narrative, and the Code of Development's tables and appendices set forth in the attached Application Booklet, entitled "Hollymead Town Center, Application Booklet, ZMA-01-20 (Area C)." The Owners have presented, as part of their rezoning application, a number of conceptual plans and illustrations for various purposes, but principally to provide justification for the rezoning actions they are seeking. Unless specifically referenced in these proffers, all plans and illustrations submitted as part of Applicant's rezoning application, other than the Application Plan as defined above, shall be deemed illustrative only, and such plans and illustrations shall not be deemed proffers. The Owners reserve the right to reconfigure the internal block improvements, consisting of buildings, parking and drive aisles and drive-through window features and as shown on the Application Plan in order to: i) comply with conditions imposed by Special Use Permits, and ii) assure compliance with ARB requirements iii) and provide all necessary storm water management and BMP's as necessary. 2. The Owners of Area C, as shown on the Application Plan (the "Owner") shall cause completion of the following road improvements that shall be roads constructed to VDOT standards and either be accepted by VDOT or be bonded for VDOTs aeoeptance as follow. A. Construction of Timberwood Boulevard, as depicted on the Application Plan and further described as follows: i) from the intersection at US Route 29 to anew terminus within Hollymead Town Center that is shown at the extension of the ZMA-01-020 Attachment E Hck neadTownCe*rAreaC VDOT future road improvement project of Airport Road, this will provide the connection to Airport Road from Route 29 as previously proffered as pert of ZMA- 94-08. The constructed improvements shall include two Eastbound lanes in conjunction with the improvements designed for TM 32 Parcels 41D1 and 41A to the first dual lane roundabout at access road B and Westbound lanes of dual left lanes, one thru lane and one continuous right tum lane from the roundabout at access road B to the intersection with Route 29, from the roundabout at access road B a two lane section shall be constructed to the VDOT extension, with additional turn lanes at intersections located in Area C pursuant to road plans approved by the Virginia Department of Transportation ("VDOT") and the County as part of the Area C site plan. B. Construction of dual left turn lanes at the intersection of Route 29 and Timberwood Boulevard, from northbound Route 29 into Timbeiwood Boulevard. The turn lane and taper lengths will be determined with final road plans to be reviewed and approved by VDOT. C. Signalization at Timberwood Boulevard and Route 29 shall include reconstruction at the Forest Lakes Subdivision entrance location, as scheduled in coordination with VDOT. All turn movements shall be signaled at the intersection of Route 29 and Timberwood Boulevard, as approved by VDOT. The existing intersection exiting Forest Lakes shall be reconstructed to maintain the dual left lanes, the continuous right tum lane and add a through lane according to the final design in the previous paragraph. D. The Owner proffers to dedicate land and construct a third through lane on Route 29 (consisting of lane width, shoulder and drainage improvements) southbound from the entrance road, (Timberwood Boulevard) at the Property's Northern boundary. The Owner also shall dedicate land or cause to be dedicated and construct: i) a continuous through lane 500 -feet to the Southern boundary of Area C, ii) a taper lane consisting of a 200 foot taper beginning at the Southern boundary and Route 29 (in the event area B is not rezoned and their proffers accepted), and iii) a continuous right turn lane starting at the right -in at the Northern boundary of TM 32 Parcel 41 A to the right -in at the Southern entrance of Area C. E. Construction of one additional continuous right turn Northbound lane starting 1090 feet south of Timberwood Boulevard at the location of the beginning of the turn and taper of Worth Crossing and Route 29, and terminating at Timberwood Boulevard. F. Access Road C, between Area A and its intersection with Timberwood will be built or bonded before the issuance of the first certificate of occupancy within Area B. If bonded, the road will be constructed for acceptance by VDOT within one year of the first certificate of occupancy. 'J►�7—IF �k � �1� ,,se• .s d t' •' :� ��'-!-+c�* � 'd: i _ '° �?�I ala it w. rs''orw, �.eswi . far .is �..., r R- .-.:.lRi`i�var'. w.' _• b" = - _ 'er 1.;4� ��{ .,yk � .fl° r:n,t'�� 1'•a�i �°�; - �. jo- i .'w� , ►.� �. �alu�l _ a -1► �r_ � ��a r e,,, 1- fit' .�' +► em �M' AI'i�f� r a'd w! a �„ r� r �� • .C. .� p,. 1$. aR +Ar, as bs .a`'� am a '.1 pi�L� k i °ae ar 4Y 1 �'!'.,. �` 4I •.8 �'ary ^', s• -� -.(►� jr f `!1' 'ally;r,,,�.■' �• .. w 6s _ 1,� _, •%i. - ., .l..i .: ..rA'IT•. IT_ .+-e7k..._ -, _ _. .�9 _. . ;1. ..rj '�_ r._..a�a►� .�._.,�=.°" ----- COUNTY OR AL11MLudX naparownit of(�naffffanfty Dm'elop Herat 40t Melaena Rod, Beam Zai Cbrrrultunillu. Virglera 219412-4596 Pima (43-11 IWS123 - � ftv 143.1) 9732-4126 May 11, 2008 Virginia Tahaaw, Rasavrcod Manor LL.^. 50? Greenbrier Drtvo char 4vttqsviI**, VA 22001 RE: SP 2005-032 RasRvrood Village Assisted Living at Hollynmad Town Canter (S'gris 0, 341, - Tax Ma,: 32 Parcel 4113 (& portion o` Block III In area Cl Decry fid rahbcub: On AW 12.203x0, the Ailbwario County Board of Supervisors took aclior_ on SP -205-032 W albwfor a 70,000 sel. ft, assisted living !aci1Ry on".2.3 tens on Tax Map 32 Parcel 41 D it tie Rio Mglsuial District. This special use permit vas approved bared on tie follzwing condtionr i. Mai imum usago Is Smiled to ninety-six raaidwb (96) residents inthsfaeaityr 2. Na part aft is assisted living fadll:y eke may be utillied for any activities Other alar those dkwtly related to the ad Lk care raaidence; 3. The special tae penrdt euthorkes on;y an adult cafe residence wlil ', provides an asalcted kving level of mvice, as de-ined by 22VAC4:m71 as praVlded under the Vimli s AdAniatra:ive Coda; and 4 NeOw a proFminory or final site purl, buf tg pemlR, CertMoate of Ow-wpancy or aqy other pent shall be rappmwd or Issued for We pmjeam 1Tthe Z,ning AdmIrWrati r dela rmi-es that the as mbm of Area C are In viaiatim o+ pr7lTor ZP. forArea C :ZMA- 2001.01091. Plasse be advised that although fhe Albemarle County Board of Suparvisom took action on the project polled abova, no uses on the prapsrty as approved above may lawleny begin undlall applicable approval: have been received and conditions have been naef. Tads k%qud m • compliance with conditions of fha SPECIAL USE PERMIT; • approval of and compliance wlth a SITE PLAN; and • approval of a ZOMNG COMPLIANCE CLEARANCE. SP -005-C32 RcsmcodV.iatrl:Asslsie:1 Living Pags 2 V 2 IUidy ' 1. 2�OB 'r the event tha. Ithe use, strcc:•ze or a&.f1tytbr vddcl: this spedai jss permit is issued is not aorrnencsd withUn Nventy Tour (24) months from the daft of Board app:osne4 It shall be deemed abaydored and lliw perrrdt terminated. 11* beim `commenced" rnew:s'''conetructlon of any structure recessmry to ilia use of the peen t" it you have questitions or comme-r:s regarding the above -noted action, please do nct hesitate to aontart Sherri Pmxbr at 290-5832. Siraerefy, J --- V, Wayne Qrlimborg �. Direc ar of Planning Cc Foot Offlde Land Trust; Ch orles Rin EW S Shstey L Fisher TrrSt4:4:s P 0 34111 r47. Charlotteeffle, VA 22806 AmeQn McCulley Tax Weaver Chuck P roator Sherri Proctor ZMA-01-020 Attachment E Hollymead Town Center Area C The road improvements listed in proffer 2 A, 2B, 2C, 2D, 2E and 2F above shall be constructed, in accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing improvements shall be i) constructed to VDOT design standards pursuant to detailed plans agreed to between the Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for VDOTs acceptance as a condition for issuance of any certificate of occupancy for Area C improvements (except as otherwise provided in proffer 2F). The width, length, location, (inside median or outside existing pavement), type of section (e.g., urban vs. rural), and geometries of all lane improvements shall be as required by VDOT design standards and detailed plans submitted by the Owner and approved by VDOT. 3. All road improvements listed in proffer 2 above shall be substantially completed prior to the issuance of the first Certificate of Occupancy in Area. C; notwithstanding the foregoing, the road proffers described in proffer 2 above shall be satisfied if the Owner has submitted plans for all such road improvements for review by VDOT, and although such improvements are not fully completed by the issuance of a Certificate of Occupancy for Area C, sufficient bond has been supplied to satisfy all costs to complete such improvements in accordance with plans approved by VDOT. Substantially complete for the purposes of these proffers shall mean approved sub -base gravel, curb and gutter, intermediate surface and necessary storm water management improvements and satisfactory completion of road improvements required for public safety, and signalization; but shall not include final activated signals which are subject to testing and synchronization according to VDOT inspection. All proffers to make road improvements contained in proffer 2 of these proffers are conditioned upon VDOTs approval of an entrance permit at the Timberwood Boulevard intersection with Route 20 as shown on the Application Plan. The Owner shall submit to VDOT plans for such road improvements within 30 days of the rezoning and shall diligently pursue such approvals from VDOT. 4. Upon request of the County, the Owner shall contribute $10,000.00 to the County or VDOT for the purposes of funding a regional transportation study for the Route 29 Corridor. The $10,000.00 contribution shall be made within 30 days after requested by the County after the first final site plan or subdivision plat is approved in Area C and, if not expended for such purposes within three years from the date the funds were contributed, such funds shall be refunded to the Owner. 5. The Owner shall contribute $200,000.00 (the "total contribution") to the County for the purpose of funding capital improvements related to the Hollymead Town Center. The contribution shall be paid as follows: $100,000.00 shall be contributed to the County within 30 days after the first final site plan or subdivision plat containing dwelling units is approved in Area C, the remainder of the contribution shall be paid on a pro rata basis at the time a certificate of occupancy is issued for each dwelling unit; the pro rata contribution shall be based upon the number of dwelling units approved as part of the first final site plan or subdivision plat. If five years after the date of approval of the first final site plan or subdivision plat the total contribution has not been fully paid, the Owner ZMA-01-020 Attachment E Hollymead Town Center Area C shall contribute the unpaid balance within 30 days upon the request of the County. If the Rind is not exhausted within 10 years from the date the last contribution is made, such unexpended funds shall be refunded to the Owner. 6. Upon the request of the County, for any parcel used for non-residential purposes in the portion that is currently zoned Light Industry that will be rezoned to PDMC the Owner shall petition for and consent to a Community Development Authority ("CD A") established pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the purpose of financing, funding, planning, establishing, constructing, reconstructing, enlarging, extending or maintaining Route 29 and roads and other improvements associated therewith, which shall include, but may not be limited to improvements to Route 29 from the South Fork of the Rivanna River to Airport Road, the extension of Ridge Road as depicted on the Master Plan, to the South and across the Rivanna River to cormect to Berkmar Drive. Submitted as of the 25th day of July 2003, by: Post Office Land Trust , '*! B $y y Cfa�rles : HuR, TrustM Shirley L: Fis , Trustee F � � OFs,cNEDM�: REVISION NUMBER: PROJECT: HOLLYMEAD TOWN CENTER r r ENGINEERS DRAWN BY: AREA C, BLOCK 3 - LOT A SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBER: DAVID . JENSEN PLANNERS REVIEWED BY. TITLE: PROFFERS AND APPLICATION PLAN C— 3 A " 148 ASSOCIATES DMJ PO Box 4119 Place_ SHEET NUMBER: 1402 Greenbrier 2MI WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: �c Phone: :434.592.6175 Phone: 434 994.27001 H: N/A „�,w.,Waa�;afas.nef 205106.02 3 OF 13 N0. REVISION BY DATE N0. REVISION BY DATE �sIONAL �� 510602C-2 CIVIL V: NIA 06/26/06 Drawing Path: \\CviIie–server\AutoC7d\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-3.dwg _ �i;�E31LA� 1�9tiE�1" 1�P�tlfit►.. �� � Ak. ca tic r�,►ar.IrrAayi+lwe. : wo •�„VYUA ;=UMP -1117 no law 4104MA-ft j r " - �,, 'J►�7—IF �k � �1� ,,se• .s d t' •' :� ��'-!-+c�* � 'd: i _ '° �?�I ala it w. rs''orw, �.eswi . far .is �..., r R- .-.:.lRi`i�var'. w.' _• b" = - _ 'er 1.;4� ��{ .,yk � .fl° r:n,t'�� 1'•a�i �°�; - �. jo- i .'w� , ►.� �. �alu�l _ a -1► �r_ � ��a r e,,, 1- fit' .�' +► em �M' AI'i�f� r a'd w! a �„ r� r �� • .C. .� p,. 1$. aR +Ar, as bs .a`'� am a '.1 pi�L� k i °ae ar 4Y 1 �'!'.,. �` 4I •.8 �'ary ^', s• -� -.(►� jr f `!1' 'ally;r,,,�.■' �• .. w 6s _ 1,� _, •%i. - ., .l..i .: ..rA'IT•. IT_ .+-e7k..._ -, _ _. .�9 _. . ;1. ..rj '�_ r._..a�a►� .�._.,�=.°" ----- COUNTY OR AL11MLudX naparownit of(�naffffanfty Dm'elop Herat 40t Melaena Rod, Beam Zai Cbrrrultunillu. Virglera 219412-4596 Pima (43-11 IWS123 - � ftv 143.1) 9732-4126 May 11, 2008 Virginia Tahaaw, Rasavrcod Manor LL.^. 50? Greenbrier Drtvo char 4vttqsviI**, VA 22001 RE: SP 2005-032 RasRvrood Village Assisted Living at Hollynmad Town Canter (S'gris 0, 341, - Tax Ma,: 32 Parcel 4113 (& portion o` Block III In area Cl Decry fid rahbcub: On AW 12.203x0, the Ailbwario County Board of Supervisors took aclior_ on SP -205-032 W albwfor a 70,000 sel. ft, assisted living !aci1Ry on".2.3 tens on Tax Map 32 Parcel 41 D it tie Rio Mglsuial District. This special use permit vas approved bared on tie follzwing condtionr i. Mai imum usago Is Smiled to ninety-six raaidwb (96) residents inthsfaeaityr 2. Na part aft is assisted living fadll:y eke may be utillied for any activities Other alar those dkwtly related to the ad Lk care raaidence; 3. The special tae penrdt euthorkes on;y an adult cafe residence wlil ', provides an asalcted kving level of mvice, as de-ined by 22VAC4:m71 as praVlded under the Vimli s AdAniatra:ive Coda; and 4 NeOw a proFminory or final site purl, buf tg pemlR, CertMoate of Ow-wpancy or aqy other pent shall be rappmwd or Issued for We pmjeam 1Tthe Z,ning AdmIrWrati r dela rmi-es that the as mbm of Area C are In viaiatim o+ pr7lTor ZP. forArea C :ZMA- 2001.01091. Plasse be advised that although fhe Albemarle County Board of Suparvisom took action on the project polled abova, no uses on the prapsrty as approved above may lawleny begin undlall applicable approval: have been received and conditions have been naef. Tads k%qud m • compliance with conditions of fha SPECIAL USE PERMIT; • approval of and compliance wlth a SITE PLAN; and • approval of a ZOMNG COMPLIANCE CLEARANCE. SP -005-C32 RcsmcodV.iatrl:Asslsie:1 Living Pags 2 V 2 IUidy ' 1. 2�OB 'r the event tha. Ithe use, strcc:•ze or a&.f1tytbr vddcl: this spedai jss permit is issued is not aorrnencsd withUn Nventy Tour (24) months from the daft of Board app:osne4 It shall be deemed abaydored and lliw perrrdt terminated. 11* beim `commenced" rnew:s'''conetructlon of any structure recessmry to ilia use of the peen t" it you have questitions or comme-r:s regarding the above -noted action, please do nct hesitate to aontart Sherri Pmxbr at 290-5832. Siraerefy, J --- V, Wayne Qrlimborg �. Direc ar of Planning Cc Foot Offlde Land Trust; Ch orles Rin EW S Shstey L Fisher TrrSt4:4:s P 0 34111 r47. Charlotteeffle, VA 22806 AmeQn McCulley Tax Weaver Chuck P roator Sherri Proctor ZMA-01-020 Attachment E Hollymead Town Center Area C The road improvements listed in proffer 2 A, 2B, 2C, 2D, 2E and 2F above shall be constructed, in accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing improvements shall be i) constructed to VDOT design standards pursuant to detailed plans agreed to between the Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for VDOTs acceptance as a condition for issuance of any certificate of occupancy for Area C improvements (except as otherwise provided in proffer 2F). The width, length, location, (inside median or outside existing pavement), type of section (e.g., urban vs. rural), and geometries of all lane improvements shall be as required by VDOT design standards and detailed plans submitted by the Owner and approved by VDOT. 3. All road improvements listed in proffer 2 above shall be substantially completed prior to the issuance of the first Certificate of Occupancy in Area. C; notwithstanding the foregoing, the road proffers described in proffer 2 above shall be satisfied if the Owner has submitted plans for all such road improvements for review by VDOT, and although such improvements are not fully completed by the issuance of a Certificate of Occupancy for Area C, sufficient bond has been supplied to satisfy all costs to complete such improvements in accordance with plans approved by VDOT. Substantially complete for the purposes of these proffers shall mean approved sub -base gravel, curb and gutter, intermediate surface and necessary storm water management improvements and satisfactory completion of road improvements required for public safety, and signalization; but shall not include final activated signals which are subject to testing and synchronization according to VDOT inspection. All proffers to make road improvements contained in proffer 2 of these proffers are conditioned upon VDOTs approval of an entrance permit at the Timberwood Boulevard intersection with Route 20 as shown on the Application Plan. The Owner shall submit to VDOT plans for such road improvements within 30 days of the rezoning and shall diligently pursue such approvals from VDOT. 4. Upon request of the County, the Owner shall contribute $10,000.00 to the County or VDOT for the purposes of funding a regional transportation study for the Route 29 Corridor. The $10,000.00 contribution shall be made within 30 days after requested by the County after the first final site plan or subdivision plat is approved in Area C and, if not expended for such purposes within three years from the date the funds were contributed, such funds shall be refunded to the Owner. 5. The Owner shall contribute $200,000.00 (the "total contribution") to the County for the purpose of funding capital improvements related to the Hollymead Town Center. The contribution shall be paid as follows: $100,000.00 shall be contributed to the County within 30 days after the first final site plan or subdivision plat containing dwelling units is approved in Area C, the remainder of the contribution shall be paid on a pro rata basis at the time a certificate of occupancy is issued for each dwelling unit; the pro rata contribution shall be based upon the number of dwelling units approved as part of the first final site plan or subdivision plat. If five years after the date of approval of the first final site plan or subdivision plat the total contribution has not been fully paid, the Owner ZMA-01-020 Attachment E Hollymead Town Center Area C shall contribute the unpaid balance within 30 days upon the request of the County. If the Rind is not exhausted within 10 years from the date the last contribution is made, such unexpended funds shall be refunded to the Owner. 6. Upon the request of the County, for any parcel used for non-residential purposes in the portion that is currently zoned Light Industry that will be rezoned to PDMC the Owner shall petition for and consent to a Community Development Authority ("CD A") established pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the purpose of financing, funding, planning, establishing, constructing, reconstructing, enlarging, extending or maintaining Route 29 and roads and other improvements associated therewith, which shall include, but may not be limited to improvements to Route 29 from the South Fork of the Rivanna River to Airport Road, the extension of Ridge Road as depicted on the Master Plan, to the South and across the Rivanna River to cormect to Berkmar Drive. Submitted as of the 25th day of July 2003, by: Post Office Land Trust , '*! B $y y Cfa�rles : HuR, TrustM Shirley L: Fis , Trustee F � � OFs,cNEDM�: REVISION NUMBER: PROJECT: HOLLYMEAD TOWN CENTER r r ENGINEERS DRAWN BY: AREA C, BLOCK 3 - LOT A SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBER: DAVID . JENSEN PLANNERS REVIEWED BY. TITLE: PROFFERS AND APPLICATION PLAN C— 3 A " 148 ASSOCIATES DMJ PO Box 4119 Place_ SHEET NUMBER: 1402 Greenbrier 2MI WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: �c Phone: :434.592.6175 Phone: 434 994.27001 H: N/A „�,w.,Waa�;afas.nef 205106.02 3 OF 13 N0. REVISION BY DATE N0. REVISION BY DATE �sIONAL �� 510602C-2 CIVIL V: NIA 06/26/06 Drawing Path: \\CviIie–server\AutoC7d\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-3.dwg Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-4.dwg 1,10 j• l7j `'` �� �_-�__.�- - NOTE: LOCKWOOD ROAD (AKA GATHERING = PLACE) AND MEETING STREET • , --- - --= ���� , �/, s- , �;`' WILL HAVE TO BE APPROVED BEFORE ,�, ;r 7! THIS PLAN CAN BE APPROVED. Al / Il l 31-9--46 T l DB 1970 1'_1G.-110 DB 26 8.7 PG: ti�91'3 lP .IZ 24 XS Zone: MvID- EC"TAPPING SLEEVE A4, 8" GVUse: Vacant N, `. i•c. x,:,'1 - , — .. . -• .' - __.,__..__— --- -�-' k fr. ' ;,/7�Y:8�8f �jl�ll!I$RiNO���~„ � L �----- --- -•'a"_-. 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ST -65 i NT RU .Y' DEPRESSED L.L. 589.00 (4 STORY) M(1 ; " v 1 ;' lI' ;/ LEV. = 598.58 S-1 I CURB U.L. 602.00 (3 STORY) BRICK3 WALL - !`'ILI E BM J MAT TpNE Tp v CH �, �•>, TOP OF EX. ST -66 Bloci� C3 6 WIDE I .°7 + ONE WAY FOOTPRINT=17,150 S.F. WDM BUILp1NG �p>�• \ ELE r = 598.26 �- ETA RAIL DLA �;i � CONC. S/W :Q j �°' DO NOT CMU BRICK WALL 69,086 G.S.F. L �' " ( , f ? :'S Ac: .� ENTER W/METAL RAIL FENCE F E ro ) ENC jrf ! B o: ( ROOF DRAIN ASSISTED LIVINGJ LOT A jC. I �" SHC (96 BEDS) 1 1+ , ;;;; ,l { TRENCH {;10 T�fir j ! ! - DRAIN a .�s ... 4 WIDE CG -2 I I :`^ ^f; t• F A s... f :.� c ` v CONC. S/W z o l r` �,-i I ' « `` T17t 3 �' nn?' 41--. D TYP. +n _ 6" SHC LAT HANDICAP , �1 t ' r I ; iY: ACCESS Q ;_ J ; ; ,' ' • i.- 04 Mi7R: ost O t'L.Ct' =17.0 24 GREASE ROOF DRAIN v , 'i �(; f ' 1'i / LOT B I �"� TW of WML TRAP r. '' ROUTE o j f raj! lard , ' VA a. +�eao 8'xs' �+ Ii' t` ` i„ O; 1 ply �.ti c Tr2�->,�: f •so -.k.. + 1 Y z �. VINYL FENCE Q (,: J! +' ' ? r a C, IllOCL% y Jt. ACS ,! j i ial i r i �; "' it i ' r . i1, f . ��;• :.:.Y, • • • 5 WIDE , �, ;� � ,> > -1 , SME VAN 24 ... CONC. S/W o 0 1� c.' Q��Jj( ` i j � f �I I' _� jjj `T,ti� � � (, ?'�' � , ';i - •; : ,: . a . fi: j=: , .L ,,.> QRi i + ' ; v 1 1 6 '! 'iS } DD. �v �J .,J 1 P . V ' • \ D-3 CONC. a a i i'°� ' N i 7/ r, } Par {i CMU LL BRICK I S '" DUMPSTER PAD ii I ' I I I $ Ii I 1 Z0 /.V' h' / j - )� • __ i / _- — . -- -- - —_- _ WA TONE TO6 FIH E EN AIV AN 4 N W t + f Q r �D- sal �/ f UMPSTER ENCLOSUR � 1 a.�,.>''ciat F �' - — — - -- --� MATCH BUILDING 5 C t;: I Q ca •I r' # N I is ; �' U �/. IiYCY.� a, -t'),/ _6" . — — . — (WHITE VINYL FENCE) I :I I 1 j f i . L 1 J W METAL RAI F6 WI: �)�: �; �J1, ? % �% 14 / L ENCE _ _ _ r- _ " " 1 _� 1 I Cr: .�f)1 1 C C j SIGN - .. I I 48.22'S8'W 164.77 14x25' 5' WIDE ".DIP f' ' '± ;! RIPRAP (— ,� 2 IIN�ESS LOADING > f CONC. S/W ��1 r!';. I ti �; 6 URB, 1 ME CE I !i �.; (,' EGRES i y L Cu % 6 CURB / _ til a ,t ,r I :�'i,32 l�; r�7i '1:j . 1 F I / r; 21�i D ,ASPHAL 918' •i j i� S iIli t 1•I �' .. 2. i! ! c D172 I CUT EMERGENCY i I Ii : t ' c `" \ ' IPRAP 'Y i S 2 _, CURB L�h i GENERATOR 1 ! � if " f AD MOUNTED i< n ;', p ! K Y .. I '•_ .,\` i• � ; 2 COMPj�UN D_4 i TRANSFORMER ` y� }'4 �i'- WATE�IdIETER - , - �� �. 11 T S! O .? ;^ j� w (�, I h; ii c, • \. < ? r� i i----._-� " '1 �` '�_, �.�, ��'• LOT B 8X6 TEE `T , 8" STUBOUT r,ir.7t F ,:'..?.'�9,`53,Y 8" GV ` ' j TEMP TYPE A t... , Rcp 0.--`,,88.:5., I j' r�l r r ;t \ G 6 GV 13t?i ;i: �'~ �;f OPENING { ' I B.O. ASSEMBLY .4NGLE :%71'0,6' f lr i r,t r,l', -I- j' 1�. _ -• i? ! / � /. -� ',, %�! its Y '1t tom'•^ ��, ( 1, ` ��. _..✓-. �N,.: _. '_,.i{' �� —1•T ' _ -?�siE--E-T.-�I=?�G •-!F __.-�-_ r�� °Y:=`-'" ,',---�-V?r�---•, ' --` _}..� {;L.- �----r, ---� -,.' �_ , ,;, uz-.�t':. �:—y_ ;"�'i _: " IF THIS DRAWING IS A RE DUCTION 'Tr Par 44 GRAPHIC SCALE MUST BE USED`.j I VrA1.F'j,tll Agcis�.rr'io7ts C/ r�.t +/1 c ,` SCALE: 1 30 01. z311 PC % 18 ,-TpjET !YvE . r / ---.. i`17/ %it....•_-.....w.It . .. w,,l'OA;;$�r7,1��. .��_,_ �`., r, rte; ,� 7 .: G r ' �] rL�Jl.1 C �'�� :2•�- f`L \ \\ -�_`�:.\ `i..S--�__. __ i ..,.s_ r�� f ?✓i %i' r;/iii i i ON r i_ U- acant =:7,1 sr� .. ...-.----.� If ., �.lH'rJ!i � _.-•;';'=-��-" � .. _.,.:,..s.--^^...'st'^'•A�--- ,-�i\i:.:-; _i��__.... .� ./i �'%'',.-. %y, �V - 1 ADDRESSED ASCA COMMENTS JJK 07/31/06 DESIGNED BY: PROJECT: REVISION NUMBER: 2 ADDRESSED COUNTY COMMENTS JJK 08/25/06 TH OF yf DMJ HOLLYMEAD TOWN CENTER ENGINEERS AREA C BLOCK 3 - LOT A 3 3 REVISED PER ARCHITECTURAL CHANGES &ARB COMMENTS JJK 10/05/06 � �SURVEYORS DRAWN JY: FINAL SITE PLAN DRAWING NUMBER: U DAVID M. JENSEN � PLANNERS LC TITLE: .off No. 114 4 �� .ASSOCIATES REVIEWEDpMJ SITE LAYOUT PLAN C-5 O 'y �� �w POB=4119 1400membriarMwe SHEET NUMBER. - 10 ti v,►um Chvkft-n%VA2oi WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: s`S10NAL ��G%�17.�5 PhD= 42 205106.02 510602C-5 CIVIL H: 1"=30' 06126106 5 OF 13 NO. REVISION BY DATE N0. REVISION BY DATE V: N/A M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-5.dwg , __,� , " ____ - I . 11 - - -1 __ -4,- LT=Lj- . I I , ,,9,,,,, _ ,._ ------- _ --:. /' I I- i1fas - ." nsn, S DIStOL i� ;nX.", .1" . __ _ _ ____ __ - ___ - - _ __ _ __ ___ .- __ ___ _ - - --- - --..-- T - ___ ___ / - - /- - p IVE I 1, 1 1 L2.0 -.1 , I k; . ! - I ifi i .. I . . / / " - I—— __ -1 .- ,_ _i- . < I . 'f*' DO NOT , 11 11 ., .. -/ , 2.- ' -1 - I—. --- - - - - _ _ 4�! ROOF DRAIN j (96 BEDS) " , '1% ,,,, I I , I -1 " ", - 1' _- - j - 10' 11 " -_ ! 11 ! - / 1* , /I I k", -- --- ,___', , z . . I .. = 7-O' 24, GREASE I . ROUTE , " _j _j I, - I I �,, - j ! 1, ;q 01''I I 11 " I '. " " . --- __ , I .:�o t I . - 00 ; Co- . ., t - . A md 1. / " LOT B I " 'I'll" _\ I I ... I I I I i I- -, , -, 11 5z 1 - I .. I i� Jig -_,. . "I -1 A C 71C Q - - , I \ i I ; -4- DUMPSTER PAD r!-. 1 1 , '" '/ rT1 - I �) I , , -- / . ! I ) I I i i , i , IT)l , pa 7- - _', / I - - \ - 15 - I .1 . V. DL?:,,65�9 PG., "' %11zt I I 61, IF / . it I NIESS f " I . f I i I , I V i ", Ir -1 o i\ I !� . Rill �> � 10 0 . .. ; i WATE4ETE "I I " I - LOT B AND ACCESS EASEMENT " I 11 1, ." t, N"7 --\ , * _ , -r, ; I `)' " RC -P I.1. E)8'3 -'0 r I !:,j i! _,�j r�_\� . " '. I " 1% 1.! 1' .25 8 GV i * � *# TEMP TYP E A - , . . , . -,' 4". _ " t - I / ., .--- __ .__ _ .--. — I , \ I ,Q T 1 , I . rao , -- K/ , -, ,.- -�7t.ij It �, _f - . - - t1!11-1 I`, v , / ;, I— —L , I— __1 55_�: � � � . �_�-_ 0 1 1 # i;'[ : I ____ 'l , W. , — - . * - . .1', , , . _ .. I I -35 __ I __ .. ;. - , 1 . , - i 1\ , I " _1 I — ; ----.--.-----,-- '* . __ ./ — _ . , I" \&\ ,,�\ � , , " -..-------+ . � I " 5 -.- .x , , , - __ __ ___ - _I . - 0, 9 \,- - \, .; \1 \, " I \ I . __ "I / __ - I .. 6MAM . — — 1 FOOT CONTOUR INTERVALS SHOWN IN P - ___ - __ — DESIGNED BY: PROJECT: // �/1111 /// REVIS I �_,E_������7 4 z!,,4, �/I'f_�,,<_/m��V__ I- 1. :: __ ", , ( i __ - _�__:____,__,i"u, �������� .. �� , ;;;_ �� I It =�� I S��� C, W _—, ��_�___ ia __,__�_' 7'1� LOT TRAVELWAYS REQUIRED BY HUD - -_ -_ --- A DMJ HOLLYMEAD TO" CENTER 3 MMENTS JJK 07 31 06 — __ Op p ENGDMM ORA q By.- — AREA. C, BLOCK 3 - LOT A DRAWING NUMBER: 3 REVISED PER ARCHITECTURAL CHANGES & ARB COMMENTS JJK 1 10/05/0 1 VA PLANNERS REVIEwED BY: SITE GRADING & DAVID -. -A No. 11484 � �0[51111_", ONAL ASSOCIATES DMJ DATE: .SHEET NUMBER: PO Bm 4119 14morembirwrAm WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: =13 175 Phow. &USM2700 WWW.WW&m0CWm_d 205106.02 510602C-6 CIVIL V: NIA _ - - - __ M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-6.dwg 0,03 0,04 0,04 0.0? 0.05 004 0.03 G,-07- '-018 X0,1080,16 I0�18 0119 10, -9 0,23 01 100 0100 Its ;x X/ 010 0 0 0100el 0 _._ 117711 I 10 IS6 118, �.:_ ; .._ `. _ _. f 010 Q 0 0 Al _.. _. -- 4 , NX i I -:18.9.:1.6 0165 1168:, 1:.168 1,60I I 0018Q_:r_ 1 LO 0 ,O,r 01, 1 _. Ro 0 0,0 1 _ 49-",I`� 0,00 0,00 01 1 9 0-123 173 0,91-6-8 0 6 .,9 0I 0 All:_ 1 0 3� 019 3 L-:` _0. 11 0 0 0 0 011,00 OI 8 0180 0168 116 8 _ _:.x,:68 0188 0135 018 5 O180; I I I I I 01.00 1 , _.. IV / VIIV VI 1.27 0.54 0,21 0,14 0,12 0,12 0,18 0-, 3 " 0'"' "'^ -���� ��� r� 0100;:.. 0.0 0 0,03 0,05 -0-1.9 0119 0 35 0 3 0,22 0,12� 0 0� 0 GJ 0.07 0,09 0 0.16 0,13 0,08 0,00 0, 0 0,00 0,00 RU CALCULATION SUMMARY AREA NAME DIMENSIONS GRID / TYPE # PTS SPAC GROUP AVE MAX MIN MAX/MIN I AVE/MIN New Area 407,50x211170Ft New Grid / H -H 55 131 20.00 20.00 C+> PARKING LO 00 SPILL 10,61 10121 L73 1.95 0.06 0.00 30.70 N/A 10.81 N/A SCALE: 1" = 20'-0" X tj 14 a 18 12 11 10 9 6 9 1 b t) p R7 to PT. I OAST ALUMINUM CONST1111,10TION- LUMINAIRE PROVIDED WrI AGRY4LIC OR POLYCARSGNATIE M LI SES rl�v 54%.14L. LCKV s -- 3T % 31 P.D. -•b ....- BALLASTS ARE H.P.P. I C.WJL, AVMT/IANWt NW--,;, 4W STARTING TL'AIPERATUAE 1lw m acuBr TAL pAgas ROk h11um 600111t6 WZMFl INC. /.RIND roewl.T j'SONI. NOL EMIL =- To ItCTDRY ILLij`I[? loltr KW_ awm. I LFII _J001Y. iBdYlr TQQYr ITeMI. I �� 26D,�. 25018 � y� trNYr 1 _ �Iriadsl L11 NINAIRE r ACCESSORIES 19 (OPFICIFY As stwRx TO LUMINAIRE W.) 1.11TERNAL IL LaLIVE4 �•7 WIDE ANDLE LOWERSYSTC-Ea OPT (LCIO YK YJ OHLYI �� _� TYPE EI PG Y TYPE V GLAss (� CHNNET I CLEAR DEI ti GCC % FROSTED OCF 1 '[WIN 1111MECTOR TR -V A�F1f TYPE! V STANDARD PANKLS: GLF.A4R PATTER11@D ACRYLIC 4P1'lDNS: OVAL ........%VP CLEAN SMOOTHPOL1►408110NA1E....-CP REFLECTOR 4PTION2 TYPE III MAIMINAL H84M TYPEV (a1ORLMEALIMIF�........,...,HH V HONSESSESNIELD fQ....._._•---.Ii590' ..JiS1r Pf1aTOCL�LL * ktlLTlt� IINt1LE FUSE XXZLE R,IBE ffM..2W.,ADY.1........ VIP ��� nswArannu:r<twNarFu+3lrn 7 mony -NIal '(Wil lns.n L -r LIGHT4140 VAM.dfftWft WV1Rm M9 t1MENSd0r-*kUK""U*=ZCnWIVVhMk'N Fi21-40NT111Lgn.TJ+gVgMve=UArgMCCErMpA MSM B.b1Gl17.si�R6Ylirt010RIBrL1,4TMICtiE6bMMf�i:K151M Q. ib10gIP�V►ACt��rM:walWatar4�Wr/"TMCCBBBGBIEBIFiIBH K namoalrAaK+�K+w+��a.,svBalu�satlae6664REIiWK•Bx L W - 01M tagv*CCE85iQWLfjd6f1 1 tgn�1•YItRBpu I CTr>RC[t3AOIIICr.�1M,rN CLIu�KrM1'1l7ilWhMNVMLWf711GcllatawaypYill n ll1 at,�Eltrwtrat-Jw4mn:me11 La �a (N MtVJtlelT�alllMa LIGHTINCAwiyr�ir-1 ?mom ❑ Schematic Design Project No. 25010 Project Title Sheet Title Sheet Number ❑ Design Development ROSEWOOD VILLAGE DSI Architects ❑ Construction Documents ASSISTED LIVING SITE 2690 W. Dublin -Granville Rd. Tel. 614 718-9890 ■ Bidding Set Scale 1" = 201 T Columbus, Ohio 43235 Fax. 614 718-9891 © 2006 DSI Architects ❑ Issued for Construction Date Issued MAY 1, 2006 AT HOLLYMEAD TOWN CENTER PH O OM ETRI CS PLAN ES2 Ad oDES,cNEDMJ: BY. PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: l ENGINEERS DRAWN BY: AREA C, BLOCK 3 - LOT A 0 SURVEYORS FINAL SITE PLAN RAWIJLC D NG NUMBER: KrnA M. JENSEN PLANNERS TITLE: PHOTOMETRIC PLAN No. 11 ASSOCIATES REvrEwEDMJ C- 7 �0.A �� ��}�b PoBox 4119 1402GIeenbrierPlaoe SHEET NUMBER: `plONAL LP 582.6175 No 8417000 WWA NUMBER: FELE NAME: DISCIPLINE: SCALE: _20 DATE: NO. REVISION BY DATE NO. REVISION BY DATE 205T 06.02 510602C-7 CIVIL V: N/A 06/26/06 7 OF 13 www.wwa%306ates.net Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-7.dwg Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-8.dwg Stucture Ntmber Description Ungk Rim Sevafion Inveftln Inveft0l Sbpe(%) Ord Remarks (0utgOvgPQe) D-4 D1- 1 m 593.15 588.50 588.30 4.41 1511nO D-3 NO L=6.0 594.10 586.18 585.98 1.01 IS"RCP D-2 DI -3B L=6.0 592.00 585.25 585.05 1.91 IS"RCP D - I DI -3B 1=14.0 587.10 583.00 582.80 0.90 1811 RCP D-0 D1- I na 586.15 583.00 582.15 5.84 1511 RCP THREE (3) FOOT MINIMUM COVER REQUIRED OVER CENTERLINE TOP OF WATERLINE NOTE: THE MINIMUM DISTANCE BETWEEN WATERLINES AND STORM DRAINAGE APPURTANCES WHERE CROSSING SHALL BE TWELVE (12) INCHES. 630:.:.:: ADDRESSED ACSA COMMENTS JJK 07/31/06 TH OF y r r, D ID M. JENSEN No. 114 4 �� w 04," 1 Sall 0NAL IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1„ = 10' 10' 0 10' " ' 50 0 50 HORZ: 1„ = 50' ENGINEERS SURVEYORS in PLANNERS ASSOCIATES PO Box 4119 14MGiccnbria Plum L ynchbw&VA24502 cx.wnawk,ven9ol Phone: 434.582.6175 Phone: 434.984.2700 ,�.�moe;=�nd DESIGNED BY: ow PROJECT: HOLLYMEAD TOWN CENTER AREA C. BLOCK 3 - LOT A FINAL SITE PLAN REVISION NUMBER: 2 630 - � _.. _... .._..: 630 DRAWN BY: JLC DRAWING NUMBER: C-9 TITLE: STORM DRAIN, WATERLINE & SEWER PROFILES REVIEWED BY: DWSANITARY SHEET NUMBER: 9 O F 13 WWA NUMBER: 205106.02 FILE NAME: 510602C-9 DISCIPLINE: CIVIL L SCALE: H' 1 "-50' V: 1 "=10' DATE: 06126106 NO. REVISION BY DATE NO. REVISION BY DATE 620_..... _ 6-1.. _ .. 620 _......_ - _._ ._ 620 0 ,6... Il IO. 610 ........ . ..... _._.-_ ._. _..... _ .._ ._..... .... _ _ .... ..._. 610 _ ..... __...... .. 610 Lu _ -TRENCH-- TRENCH.. . ...,DRAIN 600 _.. .. __ _.. ..__ .. _. __ /_ .. _ _.. ._ _._ ...._.. _.___ . _.. __;. .. ___ _._ ... __ __ . __..__ . _.. __ _... _. _ ._ __ . 600 _.. __ _ _..eco.. _. _ :::_ �-Q .._.. o__. __ ..__ __: 600 EXISTING . .-.. EXISTING, __ _ _ _ _ ,NEW . GRAD GROUND..; _. _ .. __..__ _ _...... Il. .. _.._ co: _....- .. :. ONCRETE.._ UPPO.RT Q NEW- -GRAD _ .. __ ._ .._.. _ __ _ ._ _ . EXI$PNG 590 _ _ .._ IANC} �...,�... ... _.. ..,._ _. ... _ _ .._. . _. °.. _.. _ ; _.. _. __ .. _. _ ... _........_. .. _ ...._ _ _ _ ......._ _ ....._ ..:. _._ ....._ : GROUND ...._. :. o.:. _ -.. .Q ._. ._.. . 590 _. _.. .. _ .. � 1:00' .. .._ ....._ ........ _ .. _.. __ .. . _.. _ EW i3AQF_��j _ ...... � - r _ _ . __..._.�!...:. _: 1.2-0 72.12_ : _ ... _;. _ ,.. _� ' 47:44 :L:F.*...LS._..RCP_._-... 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U ,.. :QOO:.... _ it- .._ .. .._.. .. _ _....._ _....... .• - �_..._... 0.- 0. _.... �_ ,0; _.. �, ... Q , Vii. �. 11>• It co :'-.. I ....... �` ._ .. _ .... ......�. _.. R ..._.._..:.Q...... x _. ...._.+....rte _._. ....;_.+.:_. .+. 0 f r,t�._. _. ::..._. +-?z +. + -t �z.N?z +... _ : _........ ..... ...:...11..11. tV e �4 �, _ _... _ _ 550 _..___.. _z .? _ ;..�.................._. _..-_..._.. 550 _.__.._.._.. _.. _ _._.._.._... 550 -------- _.. _ ........ ... ._.. __ _ _ .. _ o _.. { 540 _ _._ . _._...... _ .. ;._ ... _ _.__ . _ __... _ _ _ .. _ _ _ .. _ _... _._ .. _ _ _.._ .._ .:._._ .. :_._ _ _ '__.:: 540 540 0+00 1+00 2+00 35+00 4+00 0+00 1+00 STORM DRAIN PROFILES 1 ADDRESSED ACSA COMMENTS JJK 07/31/06 TH OF y r r, D ID M. JENSEN No. 114 4 �� w 04," 1 Sall 0NAL IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1„ = 10' 10' 0 10' " ' 50 0 50 HORZ: 1„ = 50' ENGINEERS SURVEYORS in PLANNERS ASSOCIATES PO Box 4119 14MGiccnbria Plum L ynchbw&VA24502 cx.wnawk,ven9ol Phone: 434.582.6175 Phone: 434.984.2700 ,�.�moe;=�nd DESIGNED BY: ow PROJECT: HOLLYMEAD TOWN CENTER AREA C. BLOCK 3 - LOT A FINAL SITE PLAN REVISION NUMBER: 2 2 ADDRESSED COUNTY COMMENTS JJK 08/25/06 DRAWN BY: JLC DRAWING NUMBER: C-9 TITLE: STORM DRAIN, WATERLINE & SEWER PROFILES REVIEWED BY: DWSANITARY SHEET NUMBER: 9 O F 13 WWA NUMBER: 205106.02 FILE NAME: 510602C-9 DISCIPLINE: CIVIL L SCALE: H' 1 "-50' V: 1 "=10' DATE: 06126106 NO. REVISION BY DATE NO. 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I. -;, , y �..`."v , _ '�..r __`_ `' 1 �,!�,�.K �HiJ. C'��.�i(•✓ i IB.C._} (', N' i t, 4 f ,, �' i.. _ ��`. •�. - �'- - \ DA D-2 046 y. �RI"iel Iry r E:\ n ! ,/: 1 , j, _ - / `\ ,� or _- !i '-^ ) ,\, it %, l + ... • ! , ,, ° _ A� a _-QQ .+•.s-���-" i. �� + s x PROVIDE CLASS II ``�? Ac:, !i i/c� ,) ,�l v s1�- :=f, �6./. - , ` ry I C_ DRY R - - i'' ' _ 1 ! -__d___-•-'-.;\ r ,� \ 1 1.1 .<, , !_: ��,::;-= _ ` ._- _ ,�• r c: i BLANKET -RAP \ �;�/ /"A- �;---�-j- �` � . ' � _ � _ ._ ,. !i _ - i -c :,, cry I > ;x: A.�., 1.r' / - / 1 I THICKNESS. --2.0' � J / r ;Y .,f. I �---1 '. \ -_---- - . _' ! " `_ -'�' I 111 / -� I ! j., GEO-TEXTILE FABRIC t' , ,. �, .4i','r _ ; ; ! -- `%�' `I, , ' ��\� r �) , -_ -- _.,_. I i '��' 1 `� --�'- %/ I / , 1 1 - ;--_-'-_,�\ �.L �i%._-,r.-� a! MLS.- ..n+•' f�/.:. I \ - _ -- -- -- — I � ow E -RAP -�'` i' Ali !- I u\ , �,y {� ,. ! -- UND IP �, j - _ -- , R -.__- \,�U / , ��' Win+• _._ y �; f �. I I } '\. >/ ;_ / 1 / -__ .._ ._._ -_- _.._ f �r ^n , i i LS ' /' ' .. 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L _.+v-�! .:� _ L - I_ �a� \� \ �� I�1, I' I _ I _-_ - . .------'---------'-----_- `- - i'` --- -- i - r _ -- - -- - -- - - - - __ -� .- 1 r -� - ( - _ __ . - '.t' __ I ! 11 _''____. -.,.------- ________..._ - , __ ,-..-,--i ---' --.-.-- * - , � � ____j�______.______-- \i - 1. .� ( _ ... - - I .- I /._1 , 'rd, 2I \-:�, �`\\�" .. BP,'% *1, I" I ' 0 \ I I r I i - __ _ L - - �1_._---- - 1 - _ I - / I I - -- - '-- -- -' x \� \ �1 \ \ \,\;,l'.` ,• IL -,` \ \ -- _ - _ - `, -- ,_ .. _ _ t-- - - , ��,� i�CreG - \ \`•\ `. \\ \\ ,.\ <_: �i\` \t \ /�. r�ti -\ ...LF THIS DRAWING IS A REDUCTIOt _' � i i _ _- - - - " _ - 1 ,���r I \ \, \' �`;\ \` /i �V. -- -- ------GRAPHIC SCALE MUST BE . _ - - - I _ _ Ii�hj�. h�)- I _ \ \ \ ia,\, G USED _- _ _ -_..__ .-- -- - - __ -__ - - -- - - _. - j�r \ LJ._ +'CZ.CC�.,fili - v moi' `a \ \, \ `�`,'`Y. \ SCALE: 1 30' -. __ .. . , v 1\ 'I;' 30' 0 30' 1 ADDRESSED ACSA COMMENTS JJK 07/31/06 2 ADDRESSED COUNTY COMMENTS JJK 08/25/06 3 REVISED PER ARCHITECTURAL CHANGES & ARB COMMENTS JJK 10/05/06 I I I I I I --t N0. REVISION I BY I DATE I N0. I REVISION 1 BY DATE DESIGNED BY: PROJECT: REVISION NUMBER: �Sx of DMJ HOLLYMEAD TOWN CENTER ENOWEERs DRAWN BY.AREA C� BLOCK 3 - LOT A 3 • � SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBER: V DAVID M. JENSEN � jLAMgRS TITLE: REVIEWED BY: EROSION & SEDIMENT C_ 1 0 ,4 No. 114 4 A ['�[ �w ASSOCIATES DMJ CONTROL PLAN .t>� C C POB=4119 14oao r� SHEET NUMBER: �` L VA 24 ch.�.,+ar.VA=01 WWA NUMBER: FiLE NAME: DISCIPLINE: SCALE: DATE: a az Ctrs Phom 434.984.2700 10 O F 13 �sloxAL g'� •�.� 205106.02 510602C-10 CIVIL H• � A 06/26/06 V. NIA Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-10.dwg 1 Erosion and Sediment Control Narrative 1. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO PROVIDE THE CONSTRUCTION OF APPDXIMATELY 69,086 G.S.F. OF ASSISTED LIVING FACILITY SPACE IN HOLLYMEAD TOWN CENTER, AREA C. THE SITE IS LOCATED IN ALBEMARLE COUNTY AND WILL INVOLVE DISTURBING 2.24 ACRES. THE DEVELOPMENT WILL INCLUDE A 4 -STORY BUILDING, PARKING SPACES, TRAVELWAYS, RETAINING WALLS AND SUPPORT UTILITIES. 11. EXISTING SITE CONDITIONS THE PROPOSED SITE IS LOCATED HOLLYMEAD TOWN CENTER. THIS SITE WAS CLEARED, GRUBBED AND GRADED AS PER THE APPROVED MASS GRADING PLAN FOR HOLLYMEAD TOWN CENTER, AREA C. THE SITE DRAINS TOWARD SWM FACILITY #2. III. ADJACENT PROPERTIES THE SITE IS BOUNDED BY PROPOSED TIMBERWOOD BOULEVARD TO THE NORTH, TMP 32-46 TO THE NORTHWEST, TMP 32-45 TO THE SOUTH , TMP 32-44 AND MEETING STREET TOWARDS THE EAST. IV. OFF-SITE AREAS ALL SOIL MATERIAL HAULED ONTO OR OFF-SITE WILL BE WITHIN AREAS OF HOLLYMEAD TOWN CENTER THAT HAVE A BONDED ACTIVE EROSION AND SEDIMNT CONTROL PERMIT ISSUED BY ALBEMARLE COUNTY. V. SOILS A. SOILS ACCORDING TO USDA SCS SOIL MAPPING, THE PROJECT SITE LIES ON SOIL TYPE, 34D-GLENELG LOAM. SOIL TYPE 34D-GLENELG LOAM, 15 TO 25 PERCENT SLOPES, IS DEEP, MODERATELY STEEP, WELL DRAINED SOIL THAT IS FOUND ON SIDE SLOPES ALONG DRAINAGEWAYS. SLOPES ARE SMOOTH AND ABOUT 400 TO 800 FEET LONG. AREAS OF THIS SOIL COMMONLY ARE LONG AND WINDING. THEY RANGE FROM 10 TO 40 ACRES. THIS SOIL HAS AN ERODIBILITY FACTOR K = 0.32 AT 0-8 INCHES WITH PERMEABILITY RANGING FROM 0.6-2.0 INCHES PER HOUR. 34D FALLS WITHIN HYDROLOGIC SOIL GROUP B. VI. CRITICAL AREAS CARE SHALL BE TAKEN TO STABILIZE ALL SLOPES AND PREVENT EROSION. CARE SHALL ALSO BE TAKEN TO MINIMIZE THE TRANSPORT OF SEDIMENT ONTO LOCKWOOD ROAD. VII. EROSION AND SEDIMENT CONTROL MEASURES ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. SYMBOLS, DETAILS, AND DIMENSIONS USED ARE TAKEN FROM THE HANDBOOK, AS WELL AS THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE STANDARDS, VOLUME I, 2001. A. STRUCTURAL PRACTICES 1. TEMPORARY PAVED CONSTRUCTION ENTRANCE (CE) 3.02: TEMPORARY CONSTRUCTION ENTRANCES SHALL BE PAVED IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. 2. SILT FENCE (SF) 3.05: SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE ATTACHED SITE PLAN. 3. STORM DRAIN INLET PROTECTION (IP) 3.07/CULVERT INLET PROTECTION (CIP) 3.08: STORM DRAIN INLET PROTECTION/CULVERT INLET PROTECTION SHALL BE PROVIDED FOR INLETS AS SHOWN ON THE PLANS. 4. TEMPORARY DIVERSION DIKE (DD) 3.09: TEMPORARY DIVERSION DIKES SHALL BE INSTALLED AS SHOWN ON THE PLANS, SHEETS 10 OF 12. 5. PROVIDE TEMPORARY SEDIMENT TRAP AS SHOWN ON SHEET 10 OF 12. 6. DUST CONTROL (DC) 3.39: PROVIDE DUST CONTROL IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST WHERE ON-SITE AND OFF-SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT TAKEN. B. VEGETATIVE PRACTICES 1. TOPSOILING & STOCKPILING (TO) 3.30: TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILES ARE TO BE STABILIZED WITH TEMPORARY VEGETATION AND HAVE SILT FENCE INSTALLED ALONG THE LOWER PERIMETER. STOCKPILES SHALL BE LOCATED AS SHOWN ON THE PLANS. 2. TEMPORARY SEEDING (TS) 3.31: ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SEED SELECTION WILL BE DEPENDANT ON THE TIME OF YEAR IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL HANDBOOK. 3. PERMANENT SEEDING (PS) 3.32: PERMANENT SEEDING SHALL BE PROVIDED ON SITE TO PROVIDESTABILIZATION FOR ALL DISTURBED AREAS. SEEDING RATES ARE IN POUNDS PER ACRE. FOR RIGH MAINTENANCE LAWN AREAS APPLY 200-250 POUNDS OF KENTUCKY 31 OR TURF -TYPE TALL FESCUE. FOR GENERAL SLOPES 3:1 OR LESS APPLY 128 POUNDS OF KENTUCKY 31 FESCUE, 2 POUNDS OF RED TOP GRASS, AND 20 POUNDS OF A SEASONAL NURSE CROP. FOR LOW MAINTENANCE SLOPES STEEPER THAN 3:1 APPLY 128 POUNDS OF KENTUCKY 31 FESCUE, 2 POUNDS OF RED TOP GRASS, AND 20 POUNDS OF SEASONAL NURSE CROP. THE SEASONAL NURSE CROP USED IS BASED ON THE FOLLOWING SEEDING DATES: FROM FEBRUARY 16 THROUGH APRIL USE ANNUAL RYE; FROM MAY 1 THROUGH AUGUST 15 USE FOXTAIL MILLET; FROM AUGUST 16 THROUGH OCTOBER USE ANNUAL RYE; AND FROM NOVEMBER THROUGH FEBRUARY 15 USE WINTER RYE. ALL PERMANENT SEEDING SHALL BE FERTILIZED, LIMED AND MULCHED AT THE FOLLOWING RATES: FERTILIZER 10-20-10 AT A RATE OF 1000 POUND PER ACRE; LIME OF AGRICULTURAL GRADE LIMESONE AT A RATE OF 2 TONS PER ACRE; AND STRAW MULCH AT A RATE OF 1-1/2 TONS PER ACRE. BEFORE SEEDING, 4 INCHES OF TOP SOIL SHALL BE SPREAD IN AREAS TO BE SEEDED. APPLY FERTILIZER AND LIME UNIFORMLY AND MIX WELL INTO TOP 4 INCHES OF SEED BED. PREPARE SOIL FOR PERMANENT SEEDING BY TILLAGE OF TOPSOIL IN PLACE TO LOOSEN THOROUGHLY AND BREAK UP ALL CLODS TO A DEPTH OF 6 INCHES. REMOVE ALL STUMPS AND ROOTS, COARSE VEGETATION, STONES LARGER THAN 1-1/2 INCHES AND ALL CONSTRUCTION DEBRIS. SOIL SHALL BE WORKED BY SUITABLE AGRICULTURAL EQUIPMENT TO A DEPTH OF NOT LESS THAN 4 INCHES. SURFACE SHALL BE UNIFORM, SMOOTH AND DRAINABLE. A FIRM AND COMPACT SEED BED IS REQUIRED. 4. MULCHING (MU) 3.35: ALL TEMPORARY AND PERMANENT SEEDING SHALL BE STRAW MULCHED. ADDRESSED COUNTY COMMENTS I JJK 08/25/06 NO. I REVISION I BY I DATE I NO. REVISION C. MINIMUM STANDARDS MS -1. STABILIZATION OF DENUDED AREAS: 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 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT OR UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS -2. STABILIZATION OF SOIL STOCKPILES: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS -3. PERMANENT VEGETATIVE COVER: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE E&S INSPECTOR, IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT EROSION. MS -4. TIMING AND STABILIZATION OF SILT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, STORM INLET PROTECTION, SILT FENCING, AND OTHER MESURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS -5. STABILIZATION OF EARTHEN STRUCTURES: N/A STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS -6. SEDIMENT BASINS AND TRAPS: SEDIMENT TRAPS AND BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED. A. THE MINIMUM CAPACITY OF A SEDIMENT TRAP SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF LESS THAN 3-ACIRES. B. THE MINIMUM CAPACITY OF A SEDIMENT BASIN SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF 3 -ACRES OR GREATER. MS -7. CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF (PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS -8. CONCENTRATED RUNOFF DOWN CUT OR FILL SLOPES: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS -9. WATER SEEPAGE FROM A SLOPE FACE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS -10. STORM SEWER INLET PROTECTION: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING; CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS -11. STABILIZATION OF OUTLETS: N/A BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHIANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS -12. WORK IN LIVE WATERCOURSES: N/A WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS -13. CROSSING A LIVE WATERCOURSE: N/A WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDED. MS -14. APPLICABLE REGULATIONS: N/A ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS -15. STABILIZATION OF BED AND BANKS: N/A THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS -16. UNDERGROUND UTILITIES: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS, IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 -LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES, EXCEPT FOR ANY DIVERSIOI`V DITCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MAINNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. D. TRENCH BACKFILL MATERIAL SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. ALL APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH AT ALL TIMES MS -17 CONSTRUCTION ACCESS ROUTES: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ON TO PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED BY SHOVELLING OR SWEEPING AND TRANSPORTED TO A SEDIMENT DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SMALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND- DISTURBING ACTIVIITIES. MS -18 TEMPORARY E&S CONTROL MEASURE REMOVAL: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES3 SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO) LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL E&S AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES3 SHALL BE PERMANENTLY STABLIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -19 ADEQUACY OF RECEIVING CHANNELS: PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVLOIPMENT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATES OF STORM WATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24 HOUR DURATION. TH OF DAVID M. JENSEN No. 11481 IaNAL BY DATE D. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND SYSTEMS SHALL BE MAINTAINED, INSPECTED, AND REPAIRED AS NEEDED TO INSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AT THE END OF EACH DAY AND AFTER EVERY RAINFALL EVENT. 1. DAMAGE TO EROSION CONTROL MEASURES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY SHALL BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 2. MAINTAIN ALL SEEDED AREAS UNTIL A UNIFORM STAND IS ACCEPTED. 3. (SPEC. 3.02) PROVIDE FOR EQUIPMENT WASHING AS NEEDED TO PREVENT THE TRANSPORT OF SOIL ONTO EXISTING ASPHALT ROADWAYS. ANY SEDIMENT ON THE PAVEMENT SHALL BE REMOVED IMMEDIATELY. 4. (SPEC. 3.05) SILT FENCE BARRIERS WILL BE CHECKED DAILY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL REACHES HALF WAY TO THE TOP OF THE BARRIER. 5. (SPEC. 3.07) THE STRUCTURES SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND THE INLET PROTECTION RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 6. (SPEC. 3.09) THE MEASURE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPAIRED AS NECESSARY. 7. (SPEC. 3.13) SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT REMOVAL FROM THE BASIN SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMTATION PROBLEMS. FILTER STONE SHALL BE REGULARLY CHECKED TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. STONE CHOKED WITH SEDIMENT SHALL BE REMOVED AND CLEANED OR REPLACED. THE STRUCTURE SHOULD BE CHECKED REGULARLY TO ENSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. THE HEIGHT OF THE STONE OUTLET SHOULD BE CHECKED TO ENSURE THAT ITS CENTER IS AT LEAST 1 FOOT BELOW THE TOP OF THE EMBANKMENT. 8. (SPEC. 3.31 & 3.32) AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. 9. (SPEC. 3.35) ALL MULCHES AND SOIL COVERINGS SHOULD BE INSPECTED PERIODICALLY (PARTICULARLY AFTER RAINSTORMS) TO CHECK FOR EROSION AND ADDITIONAL MULCH SHOULD BE APPILED TO DISTURBED AREAS. VIII. SEQUENCE OF CONSTRUCTION 1. CONSTRUCT THE TEMPORARY PAVED CONSTRUCTION ENTRANCE, DIVERSION DIKES, TEMPORARY RIGHT OF WAY DIVERSION, TEMPORARY SEDIMENT TRAP, SILT FENCE, AND STORM DRAIN INLET PROTECTION ON EXISTING INLETS AS SHOWN ON SHEET 10 OF 12. INSTALL 18" CMP FROM EX. ST -19E TO (D-1), AS SHOWN IN PROFILE. DO NOT INSTALL TOP. GRADE RIP -RAP OUTLET AS SHOWN ON SHEET 10 OF 12. 2. CONSTRUCT AND INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES AS IS PRACTICABLE. 3. PERFORM GRADING TO BRING ALL AREAS TO GRADES SHOWN; INSTALL UTILITIES, CURB AND GUTTER, PAVEMENTS AND CONSTRUCT BUILDING A. 4. PROVIDE TEMPORARY SEEDING AND OTHER EROSION CONTROL DEVICES TO MINIMIZE TRANSPORT OF SEDIMENT. 5. PERFORM PERMANENT SEEDING, STRAW MULCHING, AND STABILIZE ALL DISTURBED AREAS. APPLY DOUBLE SHREDDED HARDWOOD MULCH TO PLANTED AREAS. 6. UPON STABILIZATION OF THE SITE, INSTALL TOP OF STRUCTURE D-1. 7. EROSION CONTROL DEVICES MUST REMAIN IN PLACE UNTIL RELEASED BY THE EROSION CONTROL INSPECTOR. 8. REMOVE TEMPORARY EROSION CONTROL MEASURES, GRADE OUT SEDIMENT TRAP, AND STABILIZE AFFECTED AREAS, 9. CLOSE OUT THE PROJECT. IX. PROPERTY OWNER RESPONSIBLE FOR MAINTENANCE IMPLEMENTATION 1. POST OFFICE LAND TRUST C/O C.W. HURT CONTRACTORS, LLC P.O. BOX 8147 CHARLOTTESVILLE, VIRGINIA 22906 ATTN: KATURAH ROELL (434) 979-8181 ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR EROSION CONTROL PLANS ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTCICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLANNING APPROVAL AUTHORITY. ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURE NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUN-OFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. EROSION AND SEDIMENT CONTROL LEGEND F-02] CONSTR PA VEDENTRAN C 3.05 SILT FENCE SF [;07] I P ST I STORM DRAIN INLET PROTECTION H INUITROTECTION CIP 3.09 TEMPORARY PRgYDIKE DD 3.13 TEMPORARY SEDIMENT TRAP ST DESIGNED BY. DMJ ENGINEERS DRAWN BY: SURVEYORS JLC PLANNERS REVIEWED BY: 1ATES I DMJ 3.31 TEMPORARY SEEDING TS [;.32] PERMANENT SEEDING PS 3.39 DUST CONTROL DC [;35] MULCHING M U DRAINAGE DIVIDE - - PROJECT. HOLLYMEAD TOWN CENTER AREA C. BLOCK 3 - LOT A FINAL SITE PLAN TITLE: EROSION AND SEDIMENT CONTROL NARRATIVE REVISION NUMBER: 1 DRAWING NUMBER: C-1 1 POB=4119 14MOzeea6daPLoe SHEET NUMBER: 1ypd. A24502 c�+odorAkVAZoi WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: P6o®e: .582.6173 P600e: 434.9842700 HV: N/A : 1 "=30' 1 Or 13 205106.02 5106020-11.dwg CIVIL 06/26/06 Drawing Path: \\Cville_server\AutoCad\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-11.dwg 1 ST't3NE CONSTRUCTION ACCESS 2% 70' MIN.--------- f--3" SM --2A. ASPHALT TOP COURSE 2% MIN. 21A AGGREGATE BASE_ EMU a • O • s � �-�IC�.i+or'•9rM �!rte � 7a6 Lt -a ---•-POSITIVE DRAINAGE o TO SEDIMENT *MUST EXTEND FULL WIDTH Tf7APPING DEVICE Or INGRESS AND EGRESS OPERATION E! LAN S CTIQN , A=6 A MINIMUM WAX IR TAP OF 2* IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.51 PAVED CONSTRUCTION ENTRANCE GRAVEL CURB INLET SEDIMENT FILTER GRAVEL FILTER RUNOFF WATER SEDIMENT CONCRETE GUTTER i SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ,ADJACENT STRUCTURES AND UNPROTECTED AREAS. " GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC ADDRESSED COUNTY COMMENTS PLATE 3.07-1 JJK 08/25/06 '4, N0._�--_— REVISION BY DATE NO. REVISION CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. FLOW / i- 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4" 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. "=1 I SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A S1430ULD BE HIGHER THAN POINT B. DRAIINAGEWAY INSTALLATION I(FRONT ELEVATION) SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Con SA. DSWC PLATE. 3.05-2 Sherwood and Wyant TEMPORARY DIVERSION DIKE Cormnacted Soil SOURCE: VA. DSWC BY I DATE 4.5' min. _ OF r' V DA D M. JENSEN No. 11484 PLATE 3.09-1 SILT FENCE DROP INLET PROTECTION 2 X 4' WOOD FRAME DROP INLET WE STAKE ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual, 1988 PLATE 3.07-1 EXCAVATED DROP INLET SEDIMENT TRAIAP FLOW FLOW �X f FLOW z; f FLOW SEDIMENT-LAA(RUNOFF DEPTH BELOW TOP OF INLET: REQUIRED MIN. 1'- MAX. 2' �I I II I I� ' I=1 I I—I I I—I— � 1111—I— .:.. ..�..;:::�..,.:,,. �:�: ''.;,:�;;;=,�•�Y�>:,:�:�=� � =III � I l-"�, MAX. SLOPE 2: STORM WATER WITH LARGER PARTICLES REMOVED DRAIN INLET O ' I WEEP HOLES FOR DEWATERING a• e SPECIFIC APPLICATION LARGER PARTICLES SETTLE OUT THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. SOURCE: MICHIGAN SOIL EROSION AND SEDIMENT PLATE 3.07-4 CONTROL GUIDEBOOK, 1975, AND USDA -SCS DEs►cNEDM J: PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: —� ENGINEERS DRAWN BY: AREA C, BLOCK 3 — LOT A SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBER.- PLANNERS UMBER:PLANNERS TITLE: EROSION AND SEDIMENT CONTROL DETAILS REVIEWED 8Y: C— 12 ASSOCIATES DMJ roBox a>I9 I402c Vr� WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: LyscVbw&VA 245 Phow: 43 .s. i s 02 c va.e..�A2S01.. . 12 0 F 13 �: ez .- ,�.�s�aWs.W 205106.02 H: 1 510602C-12. dwg CIVIL V. N/A 06126106 Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\51060X-12.dwg Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.02 HTC BLOCK 3 PHASE I FINAL SITE PLAN\dwg\510602C-13.dwg