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Home My WebLink AboutSDP200500104 Plan - Approved 2007-01-18ARF-AFA C B if 41D CIK 9 real I \zvl I A r5kk) TABLE "A" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL USE TABULATION TABLE "B" - AREA "C" OVERALL C -2 2 OF 15 GENERAL NOTES BLOCK PROPOSED DU /S.F. I r.u. tsux is � 4 i II CHARLOTTESVILLE, VIRGINIA 22906 PROPOSED APPROVED MAX. SQ. FOOTAGE NUMBER OF DWELLINGS MAX. DWELLING ATTN: KATURAH ROELL SQUARE FOOTAGE TO PERMITTED BY BLOCK PROPOSED /APPROVED TO UNITS PERMITTED BY (434) 979 -8181 V DATE VIA SDP BY CODE DATE VIA SDP BLOCK BY CODE VI d � ENGINEER: WW ASSOCIATES, INC. VII BLOCK I NO' SDP SUBMITTED 55,000 VIII NOT PERMITTED -- a s 1402 GREENBRIER PLACE - CHARLOTTESVILLE, VA. 22901 BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED ATTN: DAVID M. JENSEN, P.E. (434) 984 -2700 BLOCK III NO SDP SUBMITTED 50,000 NO SDP SUBMITTED 40 SOURCE OF SURVEY: RNANNA ENGINEERING AND SURVEYING, PLC BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 SOURCE OF TOPOGRAPHY: RNANNA ENGINEERING AND SURVEYING PLC AND SUPPLEMENTED BY FAULCONER CONSTRUCTION CO. INC. BLOCK V NOT PERMITTED -- 42 50 COUNTY. STATE: ALBEMARLE COUNTY, VA. MAGISTERIAL DISTRICT: RIO BLOC K V I SUBMITTED NO SDP SUB N/A NOT PERMITTED TAX MAP REFERENCE: TAX MAP 32 PARCEL 41 D BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED ZONING: PD —MC; ENTRANCE CORRIDOR OVERLAY DISTRICT YARD REQUIREMENTS: THIS PLAN IS IN CONFORMANCE WITH BLOCK VIII NO SDP SUBMITTED 76,000 NOT PERMITTED -- ZMA 01 -20 (AREA C) APPLICATION PLAN AND PROFFER #1 BLOCK IX 27,252 40,000 NOT PERMITTED -- VICINITY MAP BUFFER ?ONE: N/A 'SCALE: 11"= 2000' MAXIMUM STRUCTURE HEIGHT: 2 STORIES PER ZMA 01 -20 TOTAL PROPOSED 27.252 42 (AREA C) CODE OF DEVELOPMENT SQ. �. EXISTING :;SE: VACANT MAX. SQUARE 275,000 MAX. DWELLING UNITS 120 PROPOSED USE: COMMERCIAL RETAIL / FOOTAGE FOR AREA C FOR AREA C WATER RESOURCE AREA: COMMUNITY DEVELOPMENT AREA SQUARE FOOTAGE REMAINING DWELLING RESERVOIR WATERSHED: NONE REMAINING FOR �� C 247,748 UNITS FOR AREA C 78 INDEX O SHEETS WATER �St�PPLY PROTECTION AREA: NONE SITE AREA: 3.39 ACRES ' BUILDING AREA: 27,252 GSF DRAWING N0. SHEET N0. TITLE BUILDING CONSTRUCTION (IBC): USE GROUP TYPE 2B (IBC): B APPROX. No. EMPLOYEES: 38 C -1 1 OF 15 COVER SHEET IMPERVIOUS AREA: 2.79 AC. PERVIOUS AREA: 0.6 AC PARKING REQUIRED: 123 SPACES (4.5 PER 1,000 GSF) SEE TABLE "B" HOLLYMEAD TOWN CENTER PARKING PROVIDED: 243 INCLUDING 8 HANDICAP OF WHICH 2 VAN ACCESSIBLE PARKING TABULATION C -3 3 OF 15 PROFFERS AND APPLICATION PLAN LOADING SPACES PROVIDED: 4 (12' X 25') PARKING /CIRCULATION AREA: 2.19 ACRES PARKING EQ. � TOTAL NET LOADING C -4 4 OF 15 EXISTING SITE CONDITIONS &DEMOLITION PLAN IMPERVIOUS COVER: 2.79 ACRES RATIO REQ F SPAG'ES PROVIDED SPACES OPEN SPACE: 0.60 ACRES APPROVALS DATE C -5 5 OF 15 SITE LAYOUT PLAN ESTIMATED TRAFFIC GENERATION: 1,476 VPD NOTES: DEPARTMENT OF COMMUNITY DEVELOPMENT C -6 6 of 15 SITE GRADING AND UTILITY PLAN 1. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THIS ENTIRE PLANNER /ZONING SITE IS PROVIDED IN THE HOLLYMEAD TOWN CENTER STORMWATER FACILITY 1 C -7 7 OF 15 EROSION AND SEDIMENT CONTROL PLAN AND THE SITE IS LOCATED IN DRAINAGE AREA DA —A. SUPPLEMENTAL WATER ENGINEER QUALITY CONTROLS FOR AREA C. BLOCK 9 ARE PROVIDED WITH TWO ON —SITE INSPECTIONS C -8 8 OF 15 EROSION AND SEDIMENT CONTROL DETAILS AND NOTES WATER QUALITY SWALES. 2.25/DU 95 183 +88 N/A ARB 2. (PER FIRE HYDRANT, APPROXIMATELY 250 FEET C -9 9 OF 15 EROSION &SEDIMENT CONTROL DETAILS GPM ® 20 PSI. DEPARTMENT OF FIRE RESCUE C -10 10 OF 15 SANITARY SEWER PLAN AND PROFILE 3. ALL VIEWS OF EQUIPMENT AND ACCESSORY STRUCTURES FROM THE ROUTE 29 NORTH EC SHALL BE ELIMINAtED. ALBEMARLE COUNTY SERVICE AUTHORITI( VIRGINIA DEPARTMENT OF TRANSPORTATION C -11 11 OF 15 WATER LINE PROFILES 4. NOTE: WATER METERS HAVE BEEN SIZED BY ASCA 4.5 PER � 000 GSF � 23 243 +120 4 HEALTH:. DEPARTMENT BLDG A BLDG A BLDG B C -12 12 OF 15 STORM DRAIN PROFILES UNIT 1 —A UNITS 1 —B TI-IRU 5 -6 UNITS 6 —A TNRU 8 —B TOTAL 218 426 +208 4 C -13 13 OF 15 DETAILS 1 WATER CLOSET (1.6 GPF) 9 WATER CLOSETS (1.6 GPF) 6 WATER CLOSET (1.6 GPF) 2 LAVATORIES 9 LAVATORIES 6 LAVATORIES 1 3— COMPARTMENT SINK METER SIZE: 1 " METER SIZE: 1" 1 COMMERCIAL DISHWASHER APPROVED 1 JANITOR'S SLOP SINK by the Albemarle County �" TABLE "B" - AREA "C" OVERALL C -2 2 OF 15 GENERAL NOTES BLOCK PROPOSED DU /S.F. I II III IV V N 42DU VI VII VIII F-1x 27252 I - C -14 14 OF 15 PHOTOMETRIC PLAN C -15 15 OF 15 LANDSCAPE PLAN METER SIZE: Community Development Department Date 11161-260-7 File _,w2. oorao/ &Y 5 1te P t QA 1 ADDRESSED ACSA COMMENTS JLC 11/29/05 ,� o � DESIGNED PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: 2 ADDRESSED ACSA COMMENTS JLC 12/02/05 Y 7 3 ADDRESSED COUNTY COMMENTS JJK 1/19/06 ENGINEERS DRAWN BY: AREA C, BLOCK 9 SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBER: DAVI M. JENSEN PLANNERS TITLE: COVER SHEET 4 ADDRESSED COUNTY COMMENT'S JJK 2/22/06 � 5 ADDRESSED COUNTY COMMENTS JJK 3/23/06 ,0 No. 11 4 AsSOCIATES REVIEWED BY.C- � OMJ SHEET NUMBER: g ADDRESSED COUNTY COMMENTS JJK 4/20/06 0 7 ADDRESSED COUNTY COMMENTS JJK � G 147Ma1RidgeRwd w02anxnbrlvv4cc 05/30/06 L.vA�soZ ca.l�,.ulc,vwn9oI WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: BIONAL � rno,�e: +3essz.6ns rnone; 434.s84.z700 H: AS SHOWN N0. REVISION BY DATE NO. REVISION BY____ DATE "'"'a'• "t�•"" 204225.03 422503C -1 CIVIL V. N/A 10/10/05 T �F � 5 Drawing Path: \ \Cville _server \AutoCad \204225.00 co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg \422503C -1.dwg 1 NO MISCELLANEOUS NOTES 1. THIS PLAN IS TO BE USED FOR PRELIMINARY 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 3.39 ACRES. THE BOUNDARY AS SHOWN HAS BEEN DETERMINED BY RIVANNA ENGINEERING AND SURVEYING, PLC ON JULY 13, 2004. 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 THROUGH 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 C WATER METER BC BACK OF CURB O.C. ON CENTER BM BENCH MARK PE POLYETHYLENE BO BLOW OFF PROP PROPOSED C/C CENTER TO CENTER RCP REINFORCED CONCRETE PIPE C G CURB AND GUTTER REQ'D REQUIRED CIP CAST IRON PIPE RT RIGHT CL CENTER LINE R/W RIGHT OF WAY CMP CORRUGATED METAL PIPE SD STORM DRAIN CO CLEAN OUT SHC SEWER HOUSE CONNECTION CONC CONCRETE SMH SEWER MANHOLE CY CUBIC YARDS SS SANITARY SEWER DIA DIAMETER ST STORM DIP DUCTILE IRON PIPE STA STATION EL ELEVATION STD STANDARD ELEC ELECTRIC S/W SIDEWALK EX OR EXIST EXISTING SWM STORMWATER MANAGEMENT FH FIRE HYDRANT TBA TO BE ABANDONED FHT FIRE HYDRANT TEE TBR TO BE REMOVED GFS GROSS SQUARE FEET TC TOP OF CURB HB HORIZONTAL BEND TYP TYPICAL HC HANDICAP UG UNDERGROUND INV INVERT UON UNLESS OTHERWISE NOTED IPF IRON PIN FOUND V VALVE IPS IRON PIN SET WL WATERLINE LF LINEAR FEET W/M WATER METER LT LEFT WW WOVEN WIRE MH MANHOLE YDS YARDS NTS NOT TO SCALE NOTES: 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 ASCA COMMENTS I JLC 111 BY I DATE 1 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 FOUR 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. BY K DA H 0 M. JENSEN � .� No. 1148 dp I ti �ssloHeL �� 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. TIME 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. WA TGMEERS im SURVEYORS PLANNERS ASSOCIATES 1471611 Ri* um 14m (itte[a' I ft oe VA7A502 Qm%A%WftVAZM 4343ffi.6175 ftmv 4NA4.= www.wwataodp�m 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 *VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES ". 7. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). LEGEND EXISTING NEW DESCRIPTION _435- -435- CONTOUR INTERVAL AS INDICATED ON SITE PLAN) +56.1 +56.1 SPOT ELEVATION rY'YY1 TREE LINE X X DEMOLISH EXISTING UGT CENTER /EDGE OF STREAM - M - - FENCE AND GATE EDGE OF PAVEMENT PROPERTY LINE /RIGHT OF WAY CG -2 HEADER CURB CURB AND GUTTER OVERHEAD POWER SS AND /OR TELEPHONE _______ - - - - - -- SANITARY SEWER OE AD AND WALL, TYPE AS - .._.._.._ $_W..- WATER LINE TiiR - W TRAFFIC WIRE - GE LIGG UNDERGROUND ELECTRICAL -UG:F - ueT- UNDERGROUND TELEPHONE -f,' // /7' ABANDONED OR REMOVED UT1uTY STRUCTURE DESIGNED BY. DMJ C WATER METER FHA FIRE HYDRANT YFDC FIRE DEPARTMENT CONNECTION ® #1 WATER VALVE O 0 SANITARY MANHOLE O O STORM MANHOLE [� C� CURB DROP INLET -Qco -eco SANITARY CLEAN OUT WWA NUMBER: 204225.03 FILE NAME: 422503C -2 LIGHT POLE SCALE: H: N/A V: N/A DATE: 10/10/05 TELEPHONE POLE, WITH GUY AND ANCHOR -0- -�- POWER POLE SIGN RIPRAP O IRON PIN A .-A '7: �. CONCRETE SIDEWALK QNUMBER OF STANDARD PARKING SPACES NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. DESIGNED BY. DMJ PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: AREA C BLOCK 9 FINAL SITE PLAN DRAWN PLC DRAWING NUMBER: TITLE: GENERAL NOTES C- 2 REVIEWED BY. ' DMJ SHEET NUMBER: 2 OF 15 WWA NUMBER: 204225.03 FILE NAME: 422503C -2 DISCIPLINE: CIVIL SCALE: H: N/A V: N/A DATE: 10/10/05 Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg\ ZMA -01 -20 PROFFERS Holly mead Town Center Area C July 25, 2003 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 improvemeentsy consisting of buildings, parking and drive aisles and dnve4hrough 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 improvemerts 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 Attachment E Hdlynn Town Center Area C VDOT firiure road' 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 improvenera 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 turn 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 tun 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. Constriction of dual left turn lanes at the intersection of Route 29 and Timberwood Boulevard, from northbound Route 29 into Timberwood 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 turn lane and add a through lane according to the final design in the previous paragraph. D. The Owner proffer to dedicate land and construe a third through lane on Route 29 (consisting of lane width, shoulder and drainage improvements) southbound fiom 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 irftmection 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 aoceptanoe by VDOT within one year of the first certificate of occupancy. aut.�o tw��v�;�9tz �1t.>660++aw�r.Cf*.1i•Krl.�.. to as:AO mi bull W.WJ 6 +r;$:� txoa�lr,a�Aw.��io� 3�.b3 iii I, „cur eCDi ,rot,rwrep� a ohi Qt*w w O r ft 1 . �i/ I�kir�trme l:d.rata.;tppeayal�9frow� *•ore baeu.aYM:Ned. '1'kail:.�t sit. cues.lr:ts tl�ieduiddr All irOil4iri �► D 2. a L rs o a; to u 2 1 w: ca�agim+ edpp6 wdolbi ►a�adr9beharfodntaiiuil it�Mf�r. �. Mli4a .1'>��MeZ!!�a�i�+r:eo�a��W�as �eq�ed'81i�` a�i�fsana� U+1. . : [e ifrrrll:goo row, wa aeM,a n • s+aa*Apiabi t die n7 1: otN0liw�tlill�t'aapZtobe!l iitp�t� ;iva. n4lwureraa4 +rcou�la�aao�otd+aw#�aoae ixre *wew>m , 0. fleas aval�A r yoeatyu�e aon�timoc i6iad acct. ZMA -01-020 Attachment E H d b m e a d Town C ff ft Area C The road improvements listed in proffer 2 A, 2B, 2C, 21), 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 f can 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 Wits 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 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 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, fiinding, Planning, establishing, constructirg reconstruefing, 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 connect to Beianar Drive. Submitted as of the 25�h day of July 2003, by: Post Office Land Trust B: Byr Y. ��isrles'VV' quit, Trustee BEY •Z;.. Fns. ' , Trusfee DESIGNED J: PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: W A 1 ENGINEERS DRAWN BY: AREA � EA C BLOCK 9 SURVEYORS dLC FINAL SITE PLAN DRAWING NUMBER: DAVID M. JENSEN PLANNERS TITLE: PROFFERS AND APPLICATION PLAN ASSOCIATES REVIEWED BY: C -3 ,d No. 11 ° 4 r� I DMJ .A Z3 �� ' 147 Mill RidpRord I M ofecnbricrPIM SHEET NUMBER: d'ssj p ejMVA26so5 � WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: N A DATE: , NO. REVISION BY DATE NO. REVISION BY DATE ORAL www.avwa=ciam.Mt 204225.03 422503C 3.dwg CIVIL V. % 10/10/05 3 OF 5 Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \d 1 t � 1 ' 1 t ' `� ' t ' ' r 1 + �� I , \ 1 I 1+ 1 + 1 1 1 1tn I+ 1 1 1 $ / / - _-� II + I ► I + 0 + 1 1 1 1 1 1 { 1 1 1 1 1 1 1 1 1 1 + for g .. �11 .. / •'f- � I I I , 1 it I 1 ° j I + 1 ' } 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �. .�. 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'�• S Tyr 2.9a�... 1 �'f \�/ >i1 \ \ I - . � 11 i i ` \\ /` 1 / , , f OST 0 1, I / cNi►i ! ,/ , �i / /titi `'` \ 3 '49' 2 E .:, ,% , , 1 4 r 1 ► I i i� 11 TRU \ 1 / i,, l N ! , , / ♦i , / 1' \... .. \ :. 8.00 �� \ 1 w / a•.. \ �J ` " .: \ 1. C \ \ I l // �^ I, , 11 ! / �� - . _ _ N50 4'I 34 RI�A VJ 77 or III. 11 00 , 1 + , oi o - \ ':. \ / pp.�4G USEN i `I 1 1 + I . �� 1 Q' r ' ' , ` . 'a r, \ 1 A \0�0' � Z, `I 1 r - I� 1 ADDRESSED ACSA COMMENTS JLC 01/17 2 EXISTING CONDITIONS CORRECTED JJK 01/19 3 ADDRESSED COUNTY COMMENTS JJK 02/23 NO. I RFVLSION I BY I DATE 1 NO. Y � No. 114&}D�, 0 �I �`gI�NAL $�.�►� k... I l 1 1 } 11 1 :1 .1 11 I I I J i i 25% SLOPE OR GREATER AN I + l x' i { I 1 J I I 6m. I� 0 , 1 L' 1 I I � I I 1 . A vs t I I �ONE: j r C �'.NIC ' AQA I. a,. 1 y a I 1 1 I I 1 1 1 I 1 1 \ 1 ENGINEERS SURVEYORS PLANNERS ASSOCIATES 147 Mill Rkli p Road 1402 Greenbrier Pb m LoTichba8. VA 24502 CenWncsvfllq VA 22901 Phone: 434.582.6175 Pbmw 434.9842700 www.wwassocialmnet I AV\ L.\,L\ + of \; n \\ 1 NN DESIGNED BY: PROJECT: Curve Radius Tangent Length Delta Chord Chord Bear. C1 47.50' 17.16' 32.93' 39'43'32" 32.28' N 18. 33'22" W C2 509.00 115.10 226.38 25'28 58 224.52' N 51-09'37- W C3 509.00' 0.06' 0.11' 0'00'46" 0.11' N 63'54'25" W C4 520.00' 40.93' 81.69' 9'00'02" 81.60' N 78'00'22" W C5 167.50' 29.19' 57.81' 19'46'23" 57.52' S 87'36'26" W C6 100.00' 43.44' 81.95' 4657'23" 79.68' S 64'29'50" W C7 180.00' 26.96' 53.53' 1 T02'11 6" 53.33' S 41'42'07" W C8 91.50' 9.11' 18.17' 11'22'35" 18.14' N 27'29'42" E C9 100.00' 62.67' 111.96' 64'09'03" 106.21' N 24'11'35" W C10 555.64' 12.92' 25.83' 2'39'48" 25.83' N 70'58'58" W C11 100.00' 42.24' 79.93' 4547'56" 77.82' N 68. 35'14" E C12 99.50' 11.37' 22.65' 13'02'24" 22.60' S 15'57'16" E C13 100.00' 21.81' 42.96' 24'36'40" 42.63' S 34'50'35" E C14 107.50' 27.13' 53.16' 28'19155" 52.62' S 68'20'25" E C15 526.50' 58.91' 117.33' 12'46'05" 117.08' S 7525'11" E C16 526.50' 55.06' 109.73' 11'56'27" 109.53' S 63'03'55" E C17 32.50' 7.707' 15.14' 26'40'55" 15.00' S 70'33'25" E C18 32.50' 7.69' 15.11' 26'37'57" 14.97' N 82'47'09" E C19 180.00 16.47 32.85 10'27 21 32.80 S 55'26'56" W C20 670.00' 108.86 215.83' 18-2726" 214.90' N 39-29'36- W C21 543.00 42.44 84.71 8-56'16" 84.62 S 43-57'10" E C22 42.50' 18.10' 34.22' 46'08'20" 33.31' S 62'33' 19" E C23 115.00' 37.03' 71.65' 35'41'59" 70.50' N 02'15'49" W C24 115.00' 19.93' 39.47' 19'39'55" 39.28' N 29'56'46" W C25 17.00' 9.06' 16.65' 56'06'04" 15.99' N 11'43'42" W C26 123.00 29.24 57.41 y 26'44 40 56.89 N 02'57 00 E C27 1 160.00' 30.62' 60.51' 21'40' 11 " 60.15' N 39'23'10" E C28 115.00' 22.01' 43.49' 21'40'11" 43.24' N 39'23'10" E C29 526.50' 22.24 44.45 4'50'15" 44.44' S 59'30'49 E C30 546.50' 0.56' 1.12' 0'07'03" 1.12' S 53'00'23" E C31 555.64' 6.13' 12.26' 1' 15'53 12.26' N 69'01' 12" W C32 563.64' 27.98' 55.91' 5'40'59" 55.88' N 65'32'19" W C33 104.50' 129.04' 186.03' 101'59'51 162.42 N 11'41 56 W C34 960.50' 13.87' 27.74' 1'39'17" 27.74' N 40'07'38" E C35 969.50' 84.10' 167.78 9'54 55 167.57 N 45'54 44" E C36 969.50' 2.26' 4.52' 0' 16'01 " 4.52' N 51'00' 13" E C39 75.00' 5.59 11.16' 8'31'30 11.15' S 57'06'01" E C40 245.00' 34.49' 68.52' 16'01'29" 68.30' S 44'58'51" W C41 1030.50' 62.68 125.20 657'40" 125.12' S 4722'11 W C43 46.50' 49.17' 75.63' 93'11'38" 67.57' S 89'41'58" W C44 454.00' 192.39' 363.94' 45'55'49" 354.28' N 20'44'18" W C45 473.58' 51.92' 103.43' 12'30'46" 103.22' N 08'29'00" E C46 197.50' 33.21' 65.81 19'0530" 65.51' S 19'2347" W C47 520.58' 92.97' 184.00' 20'15'05" 183.04' N 12'21'09" E C48 523.50 65.36' 130.05 14!14'01" 129.72 N 36-19'50" W C49 32.50' 29.26' 47.64' 8359'08" 43.49' N 24'20 26 E C50 276.00' 45.50 90.19' 18'43'24" 89.79 S 57*43 23 W C51 32.50' 29.22' 47.60 8354'38' 43.46' N 71'10'08" W C52 523.50' 91.74' 181.63 19'52'45" 180.72' N 07*42'46" W C53 67.50' 61.85' 100.14' 85'00'00" 91.20' N 01' 13' 14" W C54 766.50' 30.82' 61.60' 436'17 61.59' S 39'45 00 W C55 833.50' 36.33' 1 72.62' 4'59'31" 72.60' N 39'56'37" E C56 84.50' 21.43' 41.96 28'27 31 " 41.54' N 51-42'00" E C57 177.50' 87.95' 163.32' 5243'01" 157.62' S 87'44'07" E C58 297.50' 34.54' 68.77' 13' 14'42 68.62' N 21'21'42" E C59 25.00' 25.00' 39.27' 90'00'00" 35.36' S 42'46'24" E C60 417.50 30.33 60.56' 8'18'40' 60.51' S 83'37'04 E C61 19.50' 18.87' 29.99' 8F07'11" 27.12' N 56'28'41" E C62 182.50' 8.55' 17.10' 5'22'02" 17.09' N 09'44'04" E C63 197.50' 13.08' 26.12' 7'34'42" 26.10' S 3243'53" W C64 29.50' 31.48' 48.25' 93'42'47" 43.05' N 10'20'10" W C65 60.00' 4.08' 8.15' 7'46 52" 8.14 S 61'13'31" E C66 25.00' j 22.86' 37.03' 84'52'37" 33.74' S 14'53'47" E Course Bearing Distance L1 N 43'08'29" W 336.11' L2 S 48'22'58" W 120.21' L3 S 4822'58" W 12.73' L4 N 41'37'46 W 33.13 L5 N 41'37'46" W 31.84' L6 S 48'22'38' W 12.23 L7 S 48'22'38" W 158.68' L8 N 37'46'01 W 168.50' L9 N 48'21'41" E 82.73' L12 S 5655'44" E 21.58' L13 S 56'55'44" E 43.38' L14 N 33'04'16" E 68.43' L15 N 27*59'04" E 54.70' L16 N 7650'14" E 64.76' L17 N 33'0416 E 15.23 L18 S 52'24'17" E 24.68 L19 S 57'12'10" E 37.41' L20 S 56'30'29" E 17.81' L22 S 87*46'24" E 1 0.75' L22 N 26' 19'54" W 17.47' L23 S 63'46'50 W 48.30 L24 S 37' 13'29 E 9.22' L25 S 44'11'35" W 47.54' L26 S 45'48'25" E 10.00' L27 S 44'11'49" W 26.24 L28 S 66'30'54" W 12.07' L29 S 67*05'05 W 12.77' L30 S 71'46'50" W 56.41' L31 N 41'37 02 W 39.33' L32 S 4822'58" W 7.76' L33 N 41'37'02 W 1 25.65' IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' ��W%i�� 30' 0 30' DMJ HOLLYMEAD TOWN CENTER AREA C BLOCK 9 DRAWN JLC FINAL SITE PLAN TITLE: REVIEWED BY. EXISTING SITE CONDITIONS & • DMJ DEMOLITION PLAN WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 204225.03 422503C -4.dwg CIVIL H: 1 " =30' 10/10/05 V: N/A REVISION NUMBER: 3 DRAWING NUMBER: C- 4 SHEET NUMBER 4 OF 15 Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg \422503C -4.dwg Storage ivlana.6�emcut -B 183 2'Par 41 . 3 Wr — _ 5 — DB Y o �I ` David T-umey AR FF- _ -- Zone, . 11C r .. CT10N & . TEMP OR _ D 462-187 - CONSTRV SEMENT 1 — — =-� "B GR Afl1NG EA — — — — — — — _ \ U �s • self-S TW 571.50 CD \ BW 558.00 ZONE: RA / cA L. . _ r TOWE / A g6 SZZ 01 ' 19 "E - S3T01 19 E 302. 6 ANA - -- -- -- -- -- S42 32' 4 — — — — — __. _ _. - -. -. � E , ._. --- — — .; S. - / 6.58 5' C/O 0 50' I j INTERVALS S42 32� E — -- — 00 I & AT END OF I ----- 318.47 II I ❑ PIPES �i 12'X25' - _ 1 � M LOADING— DUMPSTER WITH o BM _ �— � SCREEN WALL BLOCKS I EX. 1C= 537.45'f 2 2 I I I PEOORAT y ,a i UNDERDRAI g i �� i_ rn ti jo ` I 6 I. s �� 6��Ap� x i W D I g I ( I 10 r 0� 1 12 ,2 I ORT.O_� OF LO TYPE 14 2 ' -j LLU r Par 4 ID t 2V ZLO--\ 41-D T m LO PARCEL a Z p ._ I rOST F .0 , 20 ACSA A BO I 13 I I �+ ` • ,�, SANITARY I ASSEMBLY s, I ON .� . 0 �L,, C SEWER 6" GV 17 Q USE T*RU"T EASEMENT I " 5 �O I �'- AN6 GV FOR $-y. S 1 • , EA C. ` I � FIRE LINE 516• � 04:z�rl' 4 8 GV AND i �� I I tip TYPE A BO BLOCK 7 C/O 0 50- I � SSEMBLY Acs I I — ALS / I & AT EN OF 6" TEE PIPES F M '6 —A s:. ` I < X051 TH 8 —A & EX. TC= 537.98 I _M I 6 J _ ZONE' cn I I 3 O —B y N 37 W g O �o N q' 2 5 , .1 $ VACAN'T I ao EE 5 '�-'fl' 6 O I I ` X 6?" ES ,..•!. ` \ �p GV ;IRIE—LI J 0'�� EX. 5' WIDE 9 �� • CONCRETE w- I GG WALK 867 � � ` \ / / � " � b 3� �/ �� l�h�� ,,,,, . .:.",•... -'' r - GP 1+�,�� PROP. '8' WIDE `- a" PLUG ` GF J�1,,�`' �G o rte" CONCRETE , � ;.'. ,P � g 0 4f 0 650 ' 52'50 16 E 14D �yy� �. ,L ,� /DJUS7 ANHO MISER, SWLM I ,.� k ti� �� ; • J�' �ti,�b .. / ' ELEVAON Gj5 / V1 DO 00. b° �F / 1z' 4• 6' 8" WATERLINE 'C '�°� -y �. 1 k0 . ' :� : 0. goo L,1 O 00 .5 ♦' �� O `� Pte,. Z �ZO� ♦ `. ' %;` / f / �� ^� o' J �\ � p b•f 3 1 '47"W \y . •: °� J�ti�h1� ��, J �. ,� % / ©.. 1' n 1.24' a+. ° •* / J , • S' ti 2 .' , O r' a~ 20' ACSA ; wow .. � � � �, o •.'. QS ,r ;/ / �l is WAN WATER EASEMENT 1 da. Jv �G ^° f X6.20 �I I Ss u, • �� .' by i /% q; ui CE 2 123 O ST '`' 1 N \ , �r 2 6S L_4 .93` �' y C 4932 E ; LAND TRUST POST 0 �1 N ♦ 1 &'Lg ,� 8.00 ` f • TRUST .L I �o EA C r" �� `\ \ - '�_ N50'41 X34 �- Y ,r'� f� �, Cl \ d o \ 1 .r - _....✓'.�... .fir. , , '.•° -a ^� AR \ .�.,,y�i'r" O' ._ .....,.. •1 �.0� j ` ��!/ gj�e�`✓'rA <.. 'O ^ t \ 65 asmwsuecxvrMe: v st Acs ,lam 2.04' l ��0 �• 0 �� IF THIS DRAWING IS A REDUCTION 1 ZON'F D C `' /�,. t `f ' � ZONE .� �,.r'"` ~� { • �.:' GRAPHIC SCALE MUST BE USED Al 'VACANT T �� r !1 • I:. �� l o"'` t *' SCALE: 1 " = 30' -E: .0 PDM--M( n 30' 0 30' 3 f ^ I :.t o to �-3 - ` &ti x Cl A. ..r , 2 1 ADDRESSED ACSA COMMENTS JLC 12/02/05 8 ADDED WEIRS IN WATER QUALITY SWALE "A" JJK 05/30/06 � y A DESIGNED PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: l ENGINEERS DRAWN BY. AREA C, BLOCK 9 8 3 ADDRESSED ACSA COMMENTS JLC 01/1§/06 ,.. SURVEYORS AC FINAL SITE PLAN DRAWING NUMBER: 4 DELETED INFO ON TMP 41 —D JJK 01/19/06 DAVID M. JENSEN � PLANNERS TITLE: SITE LAYOUT PLAN 5 ADDRESSED COUNTY COMMENTS JJK 02/23/06 REVIEWED BY. C— 5 6 ADDRESSED COUNTY COMMENTS JJK 03/23/06 ��o No. 11 ASSOCIATES DMJ 1* 147 Mill R Road 140zcs .raoc SHEET NUMBER: 7 ADDED BUMPER BLOCKS JJK 04 20 06 �'�4 Cs� �rK `z4w2 CbMICO ft VA 22"1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: / / Sj� =.- 41sai6ns ems: 434."42MO H: 1 " =30' NO. REVISION BY DATE N0. REVISION BY DATE NAL �. ,.to.nd 204225.03 422503C -5.dwg CIVIL V: N/A 10/10/05 5 OF 15 Drawing Path: \ \Cville— server \AutoCad \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg' 3") �' --� I I I 1 c0 I } ' 1 t + + 1 1 } 1 ,! �ar J I� I I I I } I ) j I 1 1 } ° 1+ 1111 111111110 ��X11 1 � .. I I 1 I 1 a, �-- t l 4 // I ► I `T _.._ ..._.� 1 1 1 1. \\ { \ jos / •�. I `t` 1 I f / I / 1 I 1+ 1 1 1 1 l t l} 1+ l 41, �°'� �l� � I 1 �t �� I I I 1 / 1 I i+ 1I +� 1 V1}t► i 1 I J } 1 1 _ I I 1 / �l !f ! \ { 1 Zoned�..�' i.��- .�• .�'�� i � 1 OR CRY QE I + 1 + 1 1 1 1 } } 1 l 1"° P N J - - � 1 1 + + 1 1 1 1 1 1 1 1 1 _ _ .- . \ / / „� �( I % ! I ! V-4 CONSTR>JCA�EMEN� I I 1-- �r ` 1 ~ �+ i Iii 1 1 } t i �` L \ l 6? — 11 87 Pi I 1 I l I G E L -- I I \, I V 1 Usef � I'"' j j 9 / rW 571.50 DB ! 1 / GR AO r I I 1 1 1 1 1 1 1 1 1 ► \\ BW 558.00 1 sr \\ { I l� 5 �g� 5g2gp 1 I 1 I 1 1 1 t _..._�/ >.__.7... _ . . W R �tif ! I ! I 5" i f / 5 582 5�p // �? S$7'bl'in TE/ 3�'r/ - _ — _ - / 1 % I \ A,\ + \ \ \ 1 i 542 32!_ \ & AT—END OF \ I / / i i/ \ i r i f PIPES \ - -- \ \ \ 1 / / I f //\ �\ / \ \ , �\ 1 \ X25__ ^� - -- _ / /�'� 1 / 1 I I /r \, /' ' .I— \ \ 1 ! LOADING\ WITH /' o I ! I I B �7.& / / MPS FEIN M — / / \ \ \ I f \ BUM ,' f I / I 1 I LX C — — — 2 / S SEEN WALL BLOCKS 1 PERt'ORAT \ \ ► 1 / I 1 } ► 1 t l 1 1 1 1 1 I i 1, UNDE DR m I 6�0 I Are ` / I i I 1 I 6 \__ // 1 1 J , / / / / /� // / /// / N / / \ _� , / 1 I Iy 1 I 10 OF I(AN j / N ,/ 1 / , ,'/ / ,�i \�� // / /,/ _ / \ ,�/ / / j I I 11 12 + 12 t J ( I I� I } 1 } f I 1 \ / co / / / / , // / / / / / I I W p0- ' / I } o t I I �, 10 a 0 � i / I � {� r •� • / / ! l I / I l ! I / / y / T, � / \ l I J 4j 2 � ARC / I It LE I / / I / r /l // TYPE / 1 I -: PDMC. --Ef' 1 I y } 4 t ta 1 1 r f OffIC111�', I I / 20' I S/A / ► A BO / / / I 16 I 1 1 I / / 56 .0 Z'.. 11 /N,., I \ S+A I RY / I EMBILY / r f 1 ! i / t 1 I ' ! I p* 14../x. 1 I 6 i� ..i I 1 1 I 1 1 WER I 1 1 16 I GV I ! I 1 ^� � �• � --� ) fS NT I 1 1 1 t / r / / . I Y I.- \ /' L ) I I I 6" G 6R 1 / / 'S �O a°o � / I I I 1 . ` I / / / I I / rl I I I II 1 t ) FIRE ��II E / g4� 9 1 0 l .� /ry { 1 I I I 1 1 I I f l l 1 A r! r I II r' I �o I / 1! I I \j- I I I 11 I h / J I I I 11 I I ` / 8" GV I AN I I I I 11 ; I I f o 1 �o ! / /TYPE A B� 1/ I I ►I I I / ` / ` 1 j( o j �� SSEMIXY. // / I 1 i I► `r' ,1} / �, / I } / J I! 1 1 Jl I / / 1/ I 0� 5 I 43L)b t / I 1 / 1 1 1 l 1 1 1 ALS 1 / I 1 1 / 1 1 } 1 1 1 \/ / ►� I / / I / I I I a }I 1 // & A EN OF I MR i1 BM / l l �0 %r C J l goo !1 III l / 6 6P PIPE I 6 —A \ I 1 / I f 1 11 , y I } THR 8- & ! + I \ \ /1 / r, ` i I g I 0 1 / ♦/ l� 1 i / I ! � E�. C 1 537.8 1 ' `\ Iti 11 1� I \ \ I ,,,,IC 1 / I / I I� �� I I I 1 I 6 —B THRU / / b 1 I+ + I \ \ f 1 f I f i i, l cn I 3 00 I I { -B I • 2, I 4 1 -vet 11 1 1 1 VIA CA/ ! / /f \ P / A/ // I R / I s 6 r r 6 / 1 1 / /1 I l ► , I 0 6 j \ r 34. t u7 " m 11 GV REA-u f 4� , 2 ' y. J�gb / p � l ! I I -r. I I G / � 4�' - /�;' / pro / / , / / • -% ,1 - • \"' "" _ .-_� IV / t 6 1 \ _ \ \ l I / l 1 t I { p / ! h0. A '(E </ 1 1 /r' I / ,p �,� A � b� ♦ / / - / /t I "y \ f� 8 8 l I J 1 I 1 I r �\ ► \ 1 I / 1 O ate.• \. / / l ...''` ,,..•:' y„I,... 1- ► \\ /� // , / / �// " kt1G � _ \ � / e � / i r / -t• , �.�•� ��• /,: • -gip . P �\ \ �;: I .` " -1 •`. -t \ L R lox ,f'\\ r� \� I \ \- l \ \ ! / 1 1 � — / / / , / I 1 ! / / / � � \-�� / 5 //\ ^h \ / '3�l �/ J / ��P o � �P ,4r A \ ..._• \ ;.r• /. + .- .•- — — - t ! / 1 \ , _ _ �', , / 1 1 + 1 / / 50'116 "E / h ! �vQ` / ' / ZZ / 6 r h �o I \ �y _ .52 � I w \ \ / � �x ,� •.� /,. ,. ' �� / J �'� �' ! 1 / '..�. � J ,;C\ • \\ ., '�,./ � /, -/, _ \ \, e �iG1ANH ISER. \ / .. > / 1 \ I r / ► 1 ! / °>; r" > / �o ti� �� / / �� h�2i Al ° o / :. _ \ &' . CQV TO 9 / ! l 1 I 'NI, - �� ,. , •.. ,:..,LEVAION h \\ , , \.116��2p{'i \ \ -FO oil' t ✓ I t I CI' / f 1 / t 9t1 / / / $ / J�' %`3 �/ `'�`'� / / / /, �,/ f. \ ,• \ 1...� \ 1 1 ! / \ t \ \ _ I 1 �6, g" WATERLINE ! '� .0 1 L -� O 1 r I \ / / 6' / O // / ?./Zo / .i' , `� �i \ `y 1: -`n I 1 I .j. / / f cA ' I 1,r of t N 1 OQ •D 1 r I l l l \ ♦ • °� \ ��t . ` Z ; d) 1 47 V11 I 1 1 r \ 1.24 s�0 1 1�� ` J�ti • o // / � f ,/ <;. 1 / \ t o'. 1 °� t i 1 l 1 , / r' _ / / l 1 i f I t } 1 1 I 1 \ \ \ \ 1 11 1 1 1 1 1 1 1 \ \ \ ! / / ,- - _ 1 I . - i \ \ -> / / \`_ _ _ ` ,.> / / J � ,� / / / / � / : •. . • .•,•.. \ � ` Q Q i' , f ,/i } b 20 ACSA 1 Ji1 4. WAYF EASEMENT I 0.6 0 .20 I 1 1 I } I -, O'FFtCE � I 1 / / y } - { l �, ! I -� 1 N / / ♦ / " , 5'49' 2 "E <?" + I ) 1 r l y'' I / J3 ^a ZA \ TRUT+ ! / k ♦� ' •`l,d".- i 1 I 1 I r r / I A WIN \ I OLAN RUI s� 1 ' • +o \ ! ! / / / \ I I\ \ 1 i I ! \ �s .. \ .: _, � N50.44 3t4�I ->'-_,..: ;;�:.,� � :� 1 ► 1 i - \ 1 I ( I / / t / / \ if .� ,'S . � � .'' y ` :` , t'" I I I \ . �7 •'' ,._ O _�._.: rr:: �' \' �b frj 1 �I t I E \ f w ' I 1 1 1 i I I 1 �I , .1, l i• ... O 4• �• ...�..._._.: � .-- ,� f \ I I I I 1 I \ 1.4 I / 1 I \ I 1 / I 1 1 1 1 I 1 r 1 \ ', 1, / - h h �o \ l { o l I { l I, I \ "7 I I I 1 1 L0 I + + 1 ( { I \ \ \� /l 0� \ ~c' c ., c3.3 I I I I I � o I f V. f: <'' S 1 1 1 Air's E ` 1 I O , \� :, \ i S1, i \ \ IF THIS DRAWING IS A REDUCTION J t °' o , ; / \ Q' • o, o I �1 E. I I 1 I I I GRAPHIC SCALE MUST BE USED \ *ONNECT TO EXISTING 1tOP OF f 1 1 _ / 1 1 I _ rn ! SCALE: 1 ' 30' \ \ CONCRETE DEW D I' 1 { ( n o �. ; i 'j �i' I ;�1 I 1 \ PAVEMENT , 1 + 1 \ ll ` ,�4 �\ , ;;ti �l� i`, ``� ► 1 I I I I /�J ., \ !CURB AND GUTTER �i'�INE AI 1 It 1 1 �� I I \r „4,/ \: i, �\, < /�° { \\ �'�• I IT / GRADE. PROVID 31tA00TH TRA I QN I t 1 1 1 1 } > I/ i \ \a`� f 1 1 I I I \\ l \ 1 III \ l -�+ ► \ ' \ � � A � 1 l 1 � SE: A 1 \ \ 1 �,.,; 1 AND PfCladlB� POSITIVE DRAINA� I 1 I ► \ i4�k -' \, .., Jill II / III 1 t 1 t r \ y L, + 1 1 I l 1 1 1 I\ \ \ ,� _ 30 0 30' : 1 I Ill! II / I`I 1 1 I 1 1 1 \ ,/ / I Y. 1 `. j \\ '� • , _.•�., } ` ) I I I , I I \ 1 I 1 1 I \ / / I \ \ ^j, \ �, 1 0 1 + I \ \ I '\ � I I l 1 1 �, �'S \ ' • � � . \, ` 7 �ff • 1 �•` I ItIt\ / III \ 1 l l / b. cy,,,,-. ' ' :•�,�.; • °'� f 4• 0 1 I \ \ \ I • ? \ \ _ 111 + \\ �,' - -- !fl' I I // / 4ii• .1. ��\ �\ T \ �; % 1;,. j\ r.., ;111/ „ l 1 I } \ \\ \ 1 t\ I. \; \\ 1 ADDRESSED ACSA COMMENTS JLC 11/29/05 8 REVISED GRADING AT WATER QUALITY SWALE "A" JJK 04/20/06 DESIGNED BY: PROJECT: REVISION NUMBER: 2 ADDRESSED ACSA COMMENTS JLC 12/02/05 9 ADDED WEIRS IN WATER QUALITY SWALE "A" JJK 05/30/06 t' DMJ HOLLYMEAD TOWN CENTER g 3 ADDRESSED ACSA COMMENTS JLC 01/16/06 ENGINEERS DRAWN BY. AREA C. BLOCK 9 �, SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBER: 4 DELETED INFO ON TMP 41 —D JJK 01 19/06 � DAVID M. JENSEN > PLANNERS TITLE: SITE GRADING AND 5 REVISED GRADING JJK 01/25/06 6 ADDRESSED COUNTY COMMENTS JJK 02 23 06 ,0 No. ,�a REVIEWED BY: — �j / / o � ASSOCIATES DMJ UTILITY PLAN .A y 147 Mill RWrRmd M2crom9wicrPlm SHEET NUMBER: 7 ADDRESSED COUNTY COMMENTS JJK 03/23/06 �s G� Iy�a vwz4sm cmafteov VA2 M1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 4NAL 422503C - 6. d w 6 o f 15 S! Phone:431ss2b175 Phox:434."4.2700 " , N0. REVISION BY DATE NO. REVISION BY DATE ""`°a"°"'1C °" 204225.03 9 CIVIL V: N/A30 �� 05 Drawing Path: \ \Cville— server \AutoCad \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg \, - - b NOTE: CULVERT INLET PROTECTION 1,� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01 / _ _ FOR THE CULVERT TO EX ST -57A „o( wa - 1 1 1 } I 1 I I 1 I } I - SF _ - _ _ I I - - - - , - ! IS TO REMAIN IN PLACE UNTIL T�MpORUCT�` -ON N j J I I } } - - - I / / BUILDING A IS COMPLETE AND THE / ON E - -'�� 1 1 1 1 1 1 1 1 I I I I O I / IGRpD*IG EA�rI '�'� 1 1 1 1 1 l 1 1 I } 1 \ \ I I I \ I I ' BW 558 00 / / PARKING LOT HAS BEEN 1 - - - - - - _ - STABILIZED. UPON STABILIZATION 9!50- j ! 5g g� 592 p I I I 17 1 1 I 1 { 5 O - - - -p$' _ - - - - - —` - - -" OF BUILDING A & THE PARKING - - \� - - - -- = ;� - - - - - - -- j AREA, THE CULVERT INLET ( I ! l 1 I 1 1 5 5a° $� 5%18 \ i I � � �-' -- �-5 '� - -� �� ` �- -- - -_ --"- 1 PROTECTION FOR THE CULVERT TO ' /... / l ) 5 5$ T01'� E 3 ` - _ .� � - EX ST -54A IS TO BE REMOVED S42 5 - I 1 \ T T - - `` - _ — --- — --I- -/- /_L/ — — — — — —AND BUILDING B IS TO BE \ ' 1 - -- - - CONSTRUCTED \ 1 { 542.3 /45 "E - -4 / \ - _ INTERVAL TERVAL- - & -AT-E-ll OF \ ` /PIPES tt 1\ 2X25 - t LOADING\ `� — �' DUMPST�E WITH + } 1 / / / , \ SCREEN WALL BUM I ( I =� -" � / i / / \ \ � \ I / ) r � �'� � / BLOCKS 1 i / ' ' \ I PEROORAT I UNDEI�DR I\ I \ I 1 1} 1 } I I 1 1 1 1 1 I{ II AV NQTE: FUTUkE PROOF / DC D*NAGE TO' BE / I I �\°` C. 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' \ ;f ! •J y / \ 1 % �"� g WATERLINE 4 J S ,�"`� ftuw // 6 1 _.1. i•• _� 7 4 -� VP'0� iJ' �. I o / of .00 '�-�- 1 � p� po 1 �J /I I / \ \ � , • � ♦ . �� ' • �'P ` / / ��a ' 5�' `� ,,. \.' // - •. ! ` `2 I I`�''1 � I j J (j 0 / / �� 1 i / / / \ 1 / 3 1 47 "W I I I 1 , S t ti /: / / / \,;• I \� , ` 1 1 - - � .24 01 ..,:.:' UI A ITS I OF I I I G 1 i I I I� / / / / / •/ / / ,.. , � ; �; \ /:. - G EAR I� G I I I (P i. I 1 � I � � ;•t � � "� .:.�• ,! � �.; ,, .! ;\ • " \ GRADI G I -- I I PIP I \ I\ I 1 1 C �+" \ \ AND 1 I`II i I {\ r � � 1 _, ! i \ � 0' • a•9' .2, E� /,,. � , / . �^�: I I 1 1 I •I 0 : { \ ' 8,fl0 ��/ ( I I 1 1 1 1 { f I O. 1 / l! ( 1 / I I / /I f \ \ ,'' YV N50'41'34 .�, .. S t } o I h I , / 1/ \ .� • o .. .. 7 �:0` ', s ` A \ 1 { 11 { { I , I I ., \ I 1 03 / '� :: :\ ... qq• �\ , \ -sue �... ::. ' /= Y. f f \ I I I �� hh�o �� ,�y `/l: 1 I �5' 1 I :\ �.• .: � � �, � ,,?c•.. � I I \., ` `� \; S7� " 8� , •1 /O I I I I I \ \ �\ / { 1 0) p 0 F. 2'4 HDPE /I If \� , I I I 1 11 1 I I I I o° ;> b\' f5.4c>Fx -�.• �,. I I I I I I { 1 1 1� I I \ �\ \ - 1 \ \ \ \ \ -- ,1 YA TO 1 P 1= 2E80 1 C. \N 1 I I I I { 1 1 1 I \ \� — — — — _ IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED ' � ;1 �\ / -- - I I I I / III 1 1 1 \ I °�1 I \ `' �'•. `\ i �`:: :f � �� - • I I I I I 1 1 1 I \ \ \ � _ _ - _ _ - 1 SCALE: 1 30' ,• o I I I I I / I II I 1 I I / I ,� • � ?± - ' INVz ; IM . ST §8 \ 1> G 0: ° ! I I II III II�V INI a 58.38 1 \ R \ ,�/ ,,+ �? 0 1 1 I \ ..6°i \ / 1 o i I I \ \ 1 1 j. \. \ 30 G. 2 43 ► 1} \\ I I I I ► // hf 0 30' o ' ( 111 \\ - - -! �1 10 YR }NATE� SURfiACE h� ^ 5 /; - i. s? I I1 Ir EL 578!80 AO 1 ADDRESSED ACSA COMMENTS JLC 11/29/05 8 ADDED WEIRS IN WATER QUALITY SWALE "A" JJK 05/30/06 ,c DESIGNED BY: PROJECT: REVISION NUMBER: 2 ADDRESSED All COMMENTS JLC 12/02/05 OP DMJ HOLLYMDE�AD TOWN CENTER g 3 ADDRESSED ACSA COMMENTS JLC 01/16/06 ENGINEERS DRAWN BY. A� r'A C. BLOCK 9 SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBER: 4 E &S REVISED PER EX. CONDITIONS JJK 01/19/06 DA M. JENSEN PLANNERS TITLE: EROSION AND SEDIMENT 5 REMOVED SEDIMENT BASIN & REVISED DRAINAGE AREAS JJK o. 11484 K 03/23/06 REVIEWED BY: C - 7 .d� �,� ASSOCIATES DMJ CONTROL PLAN 6 REVISED CULVERT INLET SEDIMENT TRAP TEXT JJK 04/20/06 0 /do #t► 147 Mill RWpRoad 1402c3rocnbritxplaee SHEET NUMBER: 7 REVISED CULVERT INLET SEDIMENT TRAPS, ADDED NOTE FOR BMP JJK 05/19/06 � Lynehburg,VA24502 cu..a�..1u�,vwnsoT WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phow.434.5a6175 PDox:434."4.2VO 8�oxeL � �..i>ua.•� 204225.03 422503C -7.dwg CIVIL H: : NjA30 10/10/05 7 Of 15 NO. REVISION BY DATE NO. REVISION BY DATE Drawing fain: \ \l.Vllle- 5erver \AULoll r1V1lyrT1UUU IVW11G %..Vrl Mil DIVI:K V \n 1 V U!Vt r% U F 1 1UI 0 I LV rIU1I \Vwy \`TLLJVJV — /.Vwy Erosion and .Sediment Control Narrative I. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO PROVIDE THE CONSTRUCTION OF APPDXIMATELY 27,252 S.F. OF COMMERCIAL RETAIL SPACE IN HOLLYMEAD TOWN CENTER, AREA C. THE SITE IS LOCATED IN ALBEMARLE COUNTY AND WILL INVOLVE DISTURBING 3.39 ACRES. THE DEVELOPMENT WILL INCLUDE TWO 2 -STORY BRICK BUILDINGS, 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 #1. III. ADJACENT PROPERTIES THE SITE IS BOUNDED BY PROPOSED TIMBERWOOD BOULEVARD PHASE I TO THE SOUTH, BLOCKS 7 & 8 TO THE NORTHWEST, A SELF - STORAGE FACILITY TO THE NORTHEAST AND AN UNDEVELOPED PARCEL X TO THE EAST, ALL WITHIN HOLLYMEAD TOWN CENTER AREA C. 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 TYPES, 27B- ELIOAK LOAM, 34D- GLENELG LOAM. SOIL TYPE 27B- ELIOAK 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 TIMBERWOOD BOULEVARD OR INTO THE BIOFILTER AREAS. 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: STORM DRAIN INLET PROTECTION SHALL BE PROVIDED FOR INLETS AS SHOWN ON THE PLANS. 4. CULVERT INLET PROTECTION (CIP) 3.08: PROVIDE CULVERT INLET PROTECTION WHERE SHOWN ON SHEET 7 OF 15. 5. TEMPORARY DIVERSION DIKE (DD) 3.09: TEMPORARY DIVERSION DIKES SHALL BE INSATLLED AS SHOWN ON THE PLANS, SHEETS 7 OF 15. 6. TEMPORARY RIGHT -OF -WAY DIVERSION (RWD) 3.11: SHALL BE INSTALLED ACROSS THE CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS, SHEET 7 OF 15. 7. 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 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. 1 EDITED EROSION & SEDIMENT CONTROL LEGEND JLC 01/17/06 2 NARRATIVE REVISED JJK 01/19/06 3 NARRATIVE REVISED JJK 03/23/06 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 ION 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- 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 MANINER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR O)F 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 CHANNELS 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 WORIK 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 DIVERSION DITCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FFILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN Ak 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 ACCORDANCE WITH THESE REGULATIONS. F. ALL APPLICABLE SAFETY REGULATIONS SHALL BE COMIPLIED 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 ACTIVITTIES. MS -18 TEMPORARY E &S CONTROL MEASURE REMOVAL: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASIURES 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 MEASLURES SHALL BE PERMANENTLY STABLIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -19 ADEQUACY OF RECEIVING CHANNELS: PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DIEVLOPMENT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IIN VOLUME, VELOCITY AND PEAK FLOW RATES OF STORM WATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24 HOUR DURATION. 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. 3.07/3.08) 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. 3.09/3.11) THE MEASURE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPAIRED AS NECESSARY. 7. (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. 8. (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. NO. I REVISION I BY I DATE I NO. I REVISION I BY I DATE O y� D D M. JENSEIN �' No. 11 k,*.4 I �� ORAL VIII. SEQUENCE OF CONSTRUCTION 1. CONSTRUCT THE TEMPORARY PAVED CONSTRUCTION ENTRANCE, DIVERSION DIKES, TEMPORARY RIGHT OF WAY DIVERSION, CULVERT INLET TRAP /PROTECTION, SILT FENCE, AND STORM DRAIN INLET PROTECTION ON EXISTING INLETS AS SHOWN ON SHEET 7 OF 15. INSTALL 15" HDPE AND TEMPORARY STUB FROM EX. STRUCTURE ST -57A. INSTALL CULVERT INLET TRAP. 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. CULVERT INLET PROTECTION FOR THE CULVERT TO EX ST -57A IS TO REMAIN IN PLACE UNTIL BUILDING A IS COMPLETE, THE PARKING LOT HAS BEEN STABILIZED AND THE STORM DRAIN SYSTEM IS FUNCTIONAL. 7. UPON STABILIZATION OF BUILDING A & THE PARKING AREA, THE CULVERT INLET PROTECTION FOR THE CULVERT TO EX ST -54A IS TO BE REMOVED AND BUILDING B IS TO BE CONSTRUCTED. 8. EROSION CONTROL DEVICES MUST REMAIN IN PLACE UNTIL RELEASED BY THE EROSION CONTROL INSPECTOR. 9. REMOVE TEMPORARY EROSION CONTROL MEASURES, AND STABILIZE AFFECTED AREAS. 10. 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 EROSION AND SEDIMENT CONTROL LEGEND [;-02] DRAWN BY: PLC TEMPORARY CONST ONPAVED RWD CE [;.31] F 3.05 SILT FENCE WWA NUMBER: 204225.03 SF X X -X 3.07 DATE: 10/10/05 [;.39] DUST CONTROL DC IP 3.35 IN ET PROTECTION 3.08 M�J INLET PROTECTION C I P 3.09 DIVERSION STONE C-QNS RUCTION ACCESS -\ STONE . 0ONSTRUCTION ACCESS '�.. *MUST MOM FULL. WIDTH or.. INIGRESS AND EGRESS OPERATION 2x 3.11 DRAWN BY: PLC DIVERSION AY RWD DRAWING NUMBER: C-8 [;.31] TEMPORARY SEEDING TS WWA NUMBER: 204225.03 3.32 PERMANENT SEEDING P$ DATE: 10/10/05 [;.39] DUST CONTROL DC 3.35 MULCHING M�J 70' MIN. 3" $M-2A ,ASPHALT TOP CQI;JRSE MI4..2 f A AGGREGATE BASE -74' MIN. ASPHALT PAVED WASHRACK 2x'. 2% 17' MIN: 1 LO --- POSlTVE DRAINAGE TO SEDf . MENT TRAPPING. C►E1C.E '► x E7CI5TING A MINIMUM WATER TAP OF a IS REQUIRED W!,"`H A . MINIMUM WASH HOSE DEA: OF 1.5. PAVED CONSTRUCTION ENTRANCE DESIGNED BY: PROJECT. REVISION NUMBER: DMJ HOLLYMEAD TOWN CENTER 3 ENGINEERS SURVEYORS PLANNERS ASSOCIATES 147 Mill RidpRoad 1402 Greenbrier Place Lyncbbx& VA 24502 CbMWOWAft VA 1 Phone :434.S82.617S Pbooe:434."4.2700 WWW. ata. DRAWN BY: PLC AREA C, BLOCK 9 FINAL SITE PLAN DRAWING NUMBER: C-8 TITLE: EROSION AND SEDIMENT CONTROL DETAILS AND NOTES REVIEWED BY: DMJ SHEET NUMBER: 8 OF 15 WWA NUMBER: 204225.03 FILE NAME: 4224030 -S.dw 9 DISCIPLINE: CIVIL SCALE: H: 1 " =30' V: N/A DATE: 10/10/05 Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg \422503C -8.dwg Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg \422503C -9.dwg 2 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1" = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 N 1 ADDRESSSED ACSA COMMENTS JLC 11/29/05 Qp p DAVID bl. JENSEN 9 „d No. 11 �,� 10- jtvlTob �1 stoNAL ENGINEERS SURVEYORS i PLC AsSOCIATES [� Lyae6bar�,tp24M c•1d■0mvftVAZW1 611�4MM` DESIGNED BY PROJECT. HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 FINAL SITE PLAN REVISION NUMBER: 4 2 ADDRESSSED ACSA COMMENTS JLC 12/02/05 3 ADDRESSSED ACSA COMMENTS JLC 01/16/06 DRAWN BY: JLC DRAWING NUMBER: C — 1 O 4 TOPO REVIISED TO MATCH EX. CONDITIONS JJK 01/19/06 TITLE: PLAN AND PROFILE REVIEWE OMJ SHEET NUMBER: 10 OF 15 WWA NUMBER: 204225.03 FILE NAME: 422503C -9.dwg DISCIPLINE: CIVIL SCALE. H: 1 " -50: V: 1 =10 DATE. 10/1 %5 NO. REVISION BY DATE NO. REVISION BY DATE w� . ►i�w �_■ �i�i�rifi Ill• ■ ■' �(i;�i/IRI�d'I�Tliii� �• �� w�F��w�� Fa�ITf1■If�11 :- �—= �:y:m,5 _ ■■ r�s'�� lam.. ■L =P-m•T� 11Wm mm �.�■� �� w�•�� =� S= �lw■F ., �■� MR NOWALi 1 ADDRESSSED ACSA COMMENTS JLC 11/29/05 Qp p DAVID bl. JENSEN 9 „d No. 11 �,� 10- jtvlTob �1 stoNAL ENGINEERS SURVEYORS i PLC AsSOCIATES [� Lyae6bar�,tp24M c•1d■0mvftVAZW1 611�4MM` DESIGNED BY PROJECT. HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 FINAL SITE PLAN REVISION NUMBER: 4 2 ADDRESSSED ACSA COMMENTS JLC 12/02/05 3 ADDRESSSED ACSA COMMENTS JLC 01/16/06 DRAWN BY: JLC DRAWING NUMBER: C — 1 O 4 TOPO REVIISED TO MATCH EX. CONDITIONS JJK 01/19/06 TITLE: PLAN AND PROFILE REVIEWE OMJ SHEET NUMBER: 10 OF 15 WWA NUMBER: 204225.03 FILE NAME: 422503C -9.dwg DISCIPLINE: CIVIL SCALE. H: 1 " -50: V: 1 =10 DATE. 10/1 %5 NO. REVISION BY DATE NO. REVISION BY DATE Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg \4 NOTE: 3' MINIMUM COVER REQUIRED OVER CENTERLINE TOP OF PIPE. 0 +00 1 +00 2 +00 0 +00 1 +uu 1 +uu .s +vu u +uu IF THIS WIN IS A REDUCTION GRAPHIC SCALE MUST BE USED WATERLINE 'A' PROFILE WATERLINE 'B' PROFILE WATERLINE 'C' PROFILE VERT: 1"= 10' 10' 0 10' ■ 50' 0 50' HORZ: 1" = 50' 1 ADDRESSSED ACSA COMMENTS JLC 11 /29/05 OF DESIGNEOM J: PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: 2 ADDRESSSED ACSA COMMENTS JLC 12/02/05 � 4 ENGINEERS 3 ADDRESSSED ACSA COMMENTS JLC 01/16/06 j�j� SURVEYORS DRAWN BY. FINAL SITTEOPL N9 JLC DRAWING NUMBER: � " 4 TOPO REVIISED TO MATCH EX. CONDITIONS JJK 01/19/06_ VID EN PLANNERS REV�EwEO aY TITLE: WATER LINE PROFILES C-1 1 1o. No. " 4 �� ASSOCIATES DMJ p� I Oy }� SHEET NUMBER: 147 �It Ridge Ro•d 1402 C,rccnbicr l'hee f/ 1 Lyndibmg,VA24502 chnl.�;a�VA&m1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: �°s G Phone: 434.582.6175 Dhow- 434984.27M H: 1 " =50' 11 OF 15 s ONAL 204225.03 422503C -10. d wg CIVIL 10/10/05 NO. REVISION BY DATE NO. REVISION BY DATE ��• V: ? = 7 0 Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \d, ! �■.■. ;■l��I ! ! ! ! SUM 0" ! � � ttttttttttLR��i {.� t�.�t►7tt��l� � � lG11tt1•�5 = ■ �� ■��VA� m ^1�� ■ !Q��t"7� ■1l�G�� - Irt•itt�� ■ ��It �� 4t�1�� NEOLS Well m .. 1�� ..��■1�■ ��■� �t��[Ti7 trs�[••tr••■�I �•�■� ..I��S.:��ri11r1>■ -r��■ �>ln��y�� ■�u�f;• - r;�ul�� c•>S��a::.l�� -ltt�- ��l1� �_�!�'�� "�� L•.l 1�� '`�r7■ Al�Jl��7�■z ivy ��:! r. �i��1F?!� �1!J■ i>!��l�i�1� -a�Ll� =� ��i�!��>•��■1i�t1i iCS m ^��L,:!!1� f1l�■ l��d� � L:�� •l1f�- �•:��Cr•� • = rIrMic;m11WIC. "!��! l�rs��:.. ©ial� Im ,. ��.i■ ��' �� iii i�� 1 0 +00 1 +00 2 +00 0 +00 1 +uu 1 +uu .s +vu u +uu IF THIS WIN IS A REDUCTION GRAPHIC SCALE MUST BE USED WATERLINE 'A' PROFILE WATERLINE 'B' PROFILE WATERLINE 'C' PROFILE VERT: 1"= 10' 10' 0 10' ■ 50' 0 50' HORZ: 1" = 50' 1 ADDRESSSED ACSA COMMENTS JLC 11 /29/05 OF DESIGNEOM J: PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: 2 ADDRESSSED ACSA COMMENTS JLC 12/02/05 � 4 ENGINEERS 3 ADDRESSSED ACSA COMMENTS JLC 01/16/06 j�j� SURVEYORS DRAWN BY. FINAL SITTEOPL N9 JLC DRAWING NUMBER: � " 4 TOPO REVIISED TO MATCH EX. CONDITIONS JJK 01/19/06_ VID EN PLANNERS REV�EwEO aY TITLE: WATER LINE PROFILES C-1 1 1o. No. " 4 �� ASSOCIATES DMJ p� I Oy }� SHEET NUMBER: 147 �It Ridge Ro•d 1402 C,rccnbicr l'hee f/ 1 Lyndibmg,VA24502 chnl.�;a�VA&m1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: �°s G Phone: 434.582.6175 Dhow- 434984.27M H: 1 " =50' 11 OF 15 s ONAL 204225.03 422503C -10. d wg CIVIL 10/10/05 NO. REVISION BY DATE NO. REVISION BY DATE ��• V: ? = 7 0 Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \d, Strixture Description Length Rim Invert In Invert Out Slope (%) Remarks Number Elevation Out (Outgoing Pipe) D-6 DI-3B 620 582.85 620 576.97 2.77 600 600 DI-313 L=8.0 582.50 576.25 576.00 5.29 620 D-4 DI -1 m 620 561.16 558.00 10.13 1511 MPE D-3 131- I na -- - ------- T - ------- 4.87 1511 MPE D-2 DI-3B L=12.0 564.50 557.97 600 555.67 555.42 f 590 590 DI-3B L=8.0 562.50 552.50 552.25 6.92 15" RCP D- 1A DI-3C L=6.0 563.25 557.75 554.75 8.57 1511 RCP D- 1B M14-1 m 563.51 551.35 1 - - ------- ---- . ....... ... . ....... .... .. 551.15 10.11 15" RCP ---------- tE •- )(IS-T-tNt- -OR 1KfN-D- - ------------ 4- ..._dLDN_EEN_.ZU.ER I INF 580 580 580 APPURTENANCES-SHALL 580 .............. .... ......... ..... L --- ------------- ------- -- --------- ------------- t ------- ---- - ------ .................. . . .......... ... W). ......... _- - ------ - .... ......... .............. . ... ........... 610 RA --- -------- 610 610 ........ .. 610 _L - ----------- - ------- 570 r-.-% M A 570 570 i Df.WN' ..... ....... - -------- -0 ate'------------ -__._. - - ---------- WAR 715-! - --- ------ 560 560 560 ---- - -- ------- ff .... . .. .... -- - . .. ......... eoNsf Rue %m .--/ -------- . .. .... 55 0 . .. . -- --- ---- ...... -------- ..... . . ... - ----------- - ---------- 550 CAI ONS, 550 .... . ............ ....... 600 9.129 600 600 600 540 a 540 - ------- 540 - ----- T -- ----------- ------ +i ............ ---------- ---------- 530 530 4+00 3+00 2+00 1+00 0+00 Strixture Description Length Rim Invert In Invert Out Slope (%) Remarks Number Elevation Out (Outgoing Pipe) D-6 DI-3B 620 582.85 620 576.97 2.77 15" RCP D-5 DI-313 L=8.0 582.50 576.25 576.00 5.29 620 D-4 DI -1 m 620 561.16 558.00 10.13 1511 MPE D-3 131- I na 574.50 571.40 570.00 4.87 1511 MPE D-2 DI-3B L=12.0 564.50 557.97 600 555.67 555.42 9.12 --BEIWMN- D -1 DI-3B L=8.0 562.50 552.50 552.25 6.92 15" RCP D- 1A DI-3C L=6.0 563.25 557.75 554.75 8.57 1511 RCP D- 1B M14-1 m 563.51 551.35 1 554.15 551.15 10.11 15" RCP 4- ..._dLDN_EEN_.ZU.ER I INF 580 APPURTENANCES-SHALL 580 .............. .... ......... ..... ---------- ......... ........ .......... --- ------------- ------- -- --------- ------------- t ------- ---- - ------ .................. . . .......... ... W). ......... _- - ------ - .... ......... .............. . ... ........... 610 - ------ ----- 610 610 610 A' r - ------- 570 i 570 ..... ....... ate'------------ -__._. - - ---------- WAR 560 560 ---- - -- ------- ff .... . .. .... -- - . .. ......... eoNsf Rue %m .--/ -------- . .. .... -UNDERDRON . .. . ....... ..... ..... . . ... CAI ONS, 550 600 9.129 600 600 600 T� - ------- 540 - ----- T -- ----------- ------ ------- CL 590 ------- 7 ---- - -- 530 590 ------ p .?-- 590 590 530 o T r 520 520 ..-In to to 0 0 cr cr 510 ........... 580 580 . ..... . ......... 510 .......... 580 580 ...... ........ .Zm� ------------------ ----- -- - ------ 500 T . ........ 500 I-=' .. ..... - ----- ----- . ..... ....... .... ....... 570 570 570 . ..... -- - - 570 . .......... ict, lit ------ . .. ........ .... ....... . .. ....... 560 -------- 560 ..... 560 560 JL --- - - ----- 550 550 550 ------- ---- Ln ............ .... ... ............. .... ............. . ...... ----------- ----- --------- 540 - --- ------ 540 540 - -- - ---------- - ----- .. .. .... -- - . ... ...... ... ...... ..... . ....... ....... ..... --- - -- . ... .......... . ........ . ... .. ------ ....... . ..... . - -- - --------- ..... . . . . . . . . . . . 530 530 530 530 ...... 1 520 520 520 520 4 5 10 + - -------------- 510 510 ------- --------------- ............... 510 .................. r73-- Strixture Description Length Rim Invert In Invert Out Slope (%) Remarks Number Elevation Out (Outgoing Pipe) D-6 DI-3B L=8.0 582.85 m 576.97 2.77 15" RCP D-5 DI-313 L=8.0 582.50 576.25 576.00 5.29 1511 RCP D-4 DI -1 m 565.00 561.16 558.00 10.13 1511 MPE D-3 131- I na 574.50 571.40 570.00 4.87 1511 MPE D-2 DI-3B L=12.0 564.50 557.97 600 555.67 555.42 9.12 1511 RCP D -1 DI-3B L=8.0 562.50 552.50 552.25 6.92 15" RCP D- 1A DI-3C L=6.0 563.25 557.75 554.75 8.57 1511 RCP D- 1B M14-1 m 563.51 551.35 1 554.15 551.15 10.11 15" RCP IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1'* = 10' 10, 0 10' 50' 0 50' HORZ: 1" = 50' 0+00 1+00 0+00 0+00 1+00 2+00 3+00 0+00 1+00 1 ADDED STRUCTURE TYPES JLC 11/04/05 A DESIGNED B. PROJECT: REVISION NUMBER: 2 ADDRESSED ACSA COMMENTS JLC 11/29/05 DM J HOLLYMEAD TOWN CENTER 7 ENGINEERS DRAWN BY. AREA C, BLOCK 9 3 ADDRESSED ACSA COMMENTS JLC 12/02/05 SURVEYORS AC FINAL SITE PLAN DRAWING NUMBER: 4 ADDRESSED ACSA COMMENTS JLC 01/16/06 DA D I JENSEN 'Pp PLANNERS TITLE: STORM DRAIN PROFILES C-12 REV1EwED BY: 5 TOPO REVIISED TO MATCH EX. CONDITIONS JJK 01/19/06 %4 No. I I 0- ASSOCIATES DMJ 6 ADDRESSED COUNTY COMMENTS JJK 03/23/06 SHEET NUMBER: 147 Mill Iticlp ltmd 1402 C-rcenbft Place lynd6ff& VA 245M MW100mvifte, VA ZMl WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 7 ADDRESSED COUNTY COMMENTS JJK 04/20/06 1 1 1 1 AL Phone: 434.S1116175 Phom: 43U•9114.27W 422503C- 1 l.dwg CIVIL H. 1 "=50' 05 12 OF 15 NO. REVISION BY DATE NO. REVISION BY DATE www.wwusodatesnet 204225.03 V: i "= 10, 10/10/ I Drawing Path: M:\204225.00co Hollymead Towne Center block 9\Hlk; bIOCK 9 anal tote V10n\awg\4zzz)u')u--1z.aV -4 610 - - 610 'T - ---- - .. . ....... ............ .......... ..... .............. .. ........ .... ............. ......... ---- -----------_- ---- - ....... .. ..... ....... .. . 600 600 .......... . ...... - - -------- 590 590 4- ..._dLDN_EEN_.ZU.ER I INF 580 APPURTENANCES-SHALL 580 nn A:CSA-GENErftAL-4^TE-R-- ..... ..... ... - ----- A' r - ------- 570 570 ..... ....... ate'------------ -__._. 560 560 ---- - -- ------- ff .... . .. .... -- - . .. ......... .--/ -------- -UNDERDRON ..... . . ... 550 9.129 550 540 - ----- _F.. . 540 530 F -- - ------- 530 o 520 520 ..-In to to 0 0 cr cr 510 ........... . . ..... ...... . ..... . ......... 510 .......... ------------- :.Z. ...... ........ .Zm� ------------------ 500 T . ........ 500 0+00 1+00 0+00 0+00 1+00 2+00 3+00 0+00 1+00 1 ADDED STRUCTURE TYPES JLC 11/04/05 A DESIGNED B. PROJECT: REVISION NUMBER: 2 ADDRESSED ACSA COMMENTS JLC 11/29/05 DM J HOLLYMEAD TOWN CENTER 7 ENGINEERS DRAWN BY. AREA C, BLOCK 9 3 ADDRESSED ACSA COMMENTS JLC 12/02/05 SURVEYORS AC FINAL SITE PLAN DRAWING NUMBER: 4 ADDRESSED ACSA COMMENTS JLC 01/16/06 DA D I JENSEN 'Pp PLANNERS TITLE: STORM DRAIN PROFILES C-12 REV1EwED BY: 5 TOPO REVIISED TO MATCH EX. CONDITIONS JJK 01/19/06 %4 No. I I 0- ASSOCIATES DMJ 6 ADDRESSED COUNTY COMMENTS JJK 03/23/06 SHEET NUMBER: 147 Mill Iticlp ltmd 1402 C-rcenbft Place lynd6ff& VA 245M MW100mvifte, VA ZMl WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 7 ADDRESSED COUNTY COMMENTS JJK 04/20/06 1 1 1 1 AL Phone: 434.S1116175 Phom: 43U•9114.27W 422503C- 1 l.dwg CIVIL H. 1 "=50' 05 12 OF 15 NO. REVISION BY DATE NO. REVISION BY DATE www.wwusodatesnet 204225.03 V: i "= 10, 10/10/ I Drawing Path: M:\204225.00co Hollymead Towne Center block 9\Hlk; bIOCK 9 anal tote V10n\awg\4zzz)u')u--1z.aV EN u EAST JORDAN IRON WORKS 00104316 US FOUNDRY CORP. USF 710 RING & DP COVER OR APPROVED EQUAL x (4) 1 " (25mm) DIA. HOLES / ON 323/4" (834mm) DIA BOLT CIRCLE 2" (51 mm) LETTERS �r ,(RECESSED FLUSH) m L" . .......J 1 " [25mm] X8,1 6mm] (2) CLOSED PICKHOLES (2) CORED PICKBARS DIA BOSS 1y2" 26" DIA. [38mm] [660mm] 3Y$" 4( } [79mm] F NEOPRENE GASKET 23" DIA. [584mm] 25" DIA. [635mm] O.D. OF GASKET GROOVE TYPICAL MANHOLE FRAME & COVER NOT TO SCALE NOTE: HYDRANT MUST BE EQUIPPPED WITH CHARLOTTESVILLE THREADS WHICH IS THE KENNEDY GUARDIAN (K -81A) LOCAL STANDARD MUELLLER CENTURION (A -423) I 0° ADDDnVCr) Cni 1A1 2500 AND UNDIS WHEI`. IN A FILL, ANCHOR THE VALVE TO THE HYDRANT WITH 2 -74" THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. �V OR ASPHALT COATED. 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, THL 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 1 ADDRESSED ACSA COMMENTS JLC 11/29/05 DESIGNED BY: PROJECT: REVISION NUMBER: 2 REPLACED BIOFILTER SECTION WITH WATER QUALITY SWALE SECTION JLC 03/17/06 OF A DMJ HOLLYMEAD TOWN CENTER 3 3 MOVED WAT. QUAL. SWALE SECT. & BIOFILTER INL. DET. TO SH. 9 JLC 03/23/06 ENGINEERS DRAWN BY: AREA C, BLOCK 9 SURVEYORS REG FINAL SITE PLAN DRAWING NUMBER: DAVID M. JENSEN PLkNNE TITLE: .-0 No. 11 a ASSOCIATES REViEwEDMJ. DETAILS C -13 �� ,1;:'� 147 Mill RWvlt sd 14MOre "crPluc SHEET NUMBER: �► �3 �� Lyoehbm6,VAU502 ChWW0CM1KVA2M1 WWA NUMBER: FILE NAME: DISCIPLINE. SCALE. DATE. S -��NAL ' 434.5a6175 Phone: 434.984.2700 H: AS NOTED: 1.3 OF 15 N0, REVISION BY DATE NO. REVISION BY DATE """' ' '�°�ne1 2Q4225,�3 422503C- 12.dwg CIVIL V. N/A 10110105 Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg \422503C- 13.dwg Facility #1 LAND TRUST ;LOCK 1 1,79 Acs M -MC =RCIAL ,® WLS- FVM -3- 400 - PSMH -FG - 22'POLE 31BASE Mounting Height= 25 feet, From Pole to Photometric IES Candela File; f vm3 DARK BRONZE Center= 2 feet, Initial Lumens per Lamp= 44000, Light Loss Factor (LLF) = 1,0 Number Poles this type = 1 .F-. WLS- FVM -5- 400 - PSMH -FG - 22' POLE 3'BASE Mounting Height= 25 feet, From Pole to Photometric IES Candela File; f vm5 DARK BRONZE 2 units per pole, Center= 2 feet, Initial Lumens per Lamp= 44000, Light Loss Factor (LLF) = 1,0 Number Poles this type = 4 WLS- 748 -5- 400- SMH -FG - DARK BRONZE 25' POLE Mounting Height= 25 feet, 3 units per )ole, From Pole to Photometric Center= 2 fee -. IES Candela File: w(s748- 5fg,ies Initial Lumens per Lamp= 40000, Light Loss Factor (LLF) = 1,0 Number Poles this type = 5 ILLUMINANCE IS IN HORIZONTAL FOOTCANDLES, TARGET PLANE AT Z = 0 FEET. Summary # POINTS 442 AVERAGE 5.3 MAXIMUM 13.4 MINIMUM 0.7 AVG /MIN kk 7.57 I MAX /MIN 19.14 STD DEV 2.95 COEF VAR 0.56 2 TOWER FIXTURES: RUUD DIRECTION4 FLOODS WITH DF4 -R SERIES, PAR20, DFN703 -D5. JAXIMUM INITIAL COLOR= BLACK. 7 CANOPY FIXTURES: BEGA 6406P Will (1) 13W CF COLOR= BLACK. CERAMIC METAL HALIDE LAMPS 046677, LUMENS = 2,000. MEAN LUMENS =1 ,600. QUAD -2P LAMP. MAXIMUM LUMENS =860. 1 REMOVED LIGHTS ON TIMBERWOOD BLVD. & ADDED DETAILS JJK 01/19/06 DESIGNED BY: PROJECT: REVISION NUMBER: 2 ADDRESSED COUNTY COMMENTS JJK 02/24/06 DW HOLLYMEAD TOWN CENTER 3 3 PHOTOMETRIC PLAN REVISED JJK 09/01 /06 ENGINEERS DRAWN BY: AREA C, BLOCK 9 SURVEYORS FINAL SITE PLAN DRAWING NUMBER: DAVID Y. JENSEN 1' P7 AC TITLE: N . 11484 ��NNERS REVIEWED BY: PHOTMETRIC PLAN C- 14 Assocuns DMJ lop SHEET NUMBER: 1171 dad 14p2ameotrierrdoe WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 8l �A16 1 �� +3. 00 204225.03 422503C- 13.dwg CIVIL H: 1"=50 10110105 14 OF 15 NO. REVISION BY DATE NO. REVISION BY DATE """' V. N/A Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg \42 - .�wwpwly VULIV. M. \GV•tLLu.vvco rmymeaa Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg \422503C- 15.dwg h0l coil illi I , h\k:! AREA C B if __4 0 C 1K IF SD.PA- �2005,=00104 SITE DATA: TABLE "A" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL USE TABULATION OWNER /APPLICANT: POST OFFICE LAND TRUST C/O C.W. HURT CONTRACTORS, LLC isl P.O. BOX 8147 { k C A PROPOSED /APPROVED MAX. SO. FOOTAGE NUMBER OF DWELLINGS MAX. DWELLING CHARLOTTESVILLE, VIRGINIA 22906 � ATTN: KATURAH ROELL SQUARE FOOTAGE TO PERMITTED BY BLOCK PROPOSED /APPROVED TO UNITS PERMITTED BY (434) 979 -8181 DATE VIA SDP BY CODE DATE VIA SDP BLOCK BY CODE „ hY,z,3,L ENGINEER: WW ASSOCIATES, INC. BLOCK I NO SDP SUBMITTED 55,000 NOT PERMITTED -- r4 1402 GREENBRIER PLACE ti�a` x�•" CHARLOTTESVILLE, VA. 22901 Y � 'x BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED -- a q '4` � ATTN: DAVID M. JENSEN, P.E. 1 (434) 984 -2700 BLOCK III NO SDP SUBMITTED 50,000 NO SDP SUBMITTED 40 w• s� Y' SOURCE OF SURVEY: RIVANNA ENGINEERING AND SURVEYING, PLC BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 �^ AREA ; ` fry SOURCE OF TOPOGRAPHY: RIVANNA ENGINEERING AND SURVEYING, PLC AND SUPPLEMENTED BY FAULCONER CONSTRUCTION CO. INC. COUNTY, STATE: ALBEMARLE COUNTY, VA. BLOCK V NOT PERMITTED -- 42 50 y� y MAGISTERIAL DISTRICT: RIO i SAGr�} S BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED -- �T; ;�L `, Y ;' °` TAX MAP REFERENCE: TAX MAP 32 PARCEL 41D BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED ZONING: PD —MC; ENTRANCE CORRIDOR OVERLAY DISTRICT ;a. 6 vAr DJYAY YARD REQUIREMENTS: THIS PLAN IS IN CONFORMANCE WITH cl •� ZMA 01 -20 (AREA C) APPLICATION BLOCK VIII NO SDP SUBMITTED 76,00 NOT PERMITTED -- — — PLAN AND PROFFER #1 BLOCK IX 27,252 40,000 NOT PERMITTED -- VICIP-7Y MAP BUFFER ZONE: N/A -� SCAL.' 1 2000' MAXIMUM STRUC7ijl,: _ HEIGHT: 2 STORIES PER ZMA 01 -20 TOTAL PROPOSED 27,252 42 (AREA C) CODE OF DEVELOPMENT SQ. FT. EXISTING USE: VACANT ,< MAX. SQUARE 2750 JO MAX. DWELLING UNITS PROPOSED USE: COMMERCIAL /RETAIL 120 WATER RESOURCE. AREA: COMMUNITY DEVELOPMENT A FOOTAGE FOR AREA C FOR AREA C SQUARE FOOTAGE REMAINING DWELLING AREA RESERVOIR WATEF'SH=D: NONE REMAINING FOR 247,!413 UNITS FOR AREA C 78 INDEX OF SHEETS WATER SUPPLY P�OI'ECTION AREA: NONE AREA C SITE AREA: 3.39 ACRES BUILDING AREA: 27,252 GSF DRAWING NO. SHEET 140. TITLE BUILDING CONSTRUCTION (IBC): TYPE 2B USE GROUP (IBC): B APPROX. No. EMPLOYEES: 38 C -1 1 OF 15 COVER SHEET IMPERVIOUS AREA: 2.79 AC. C -2 2 OF 15 GENERAL NOTES PERVIOUS AREA: 0.6 AC PARKING REQUIRED: 123 SPACES (4.5 PER 1,000 GSF) SEE TABLE "B" TABLE I'BI' - HOLLYMEAD TOWN CENTER PARKING PROVIDED: 243 INCLUDING 8 HANDICAP OF WHICH 2 VAN ACCESSIBLE AREA "C" OVERALL PARKING TABULATION C -3 3 OF 15 PROFFERS AND APPLICATION PLAN LOADING SPACES PROVIDED: 4 (12' X 25') PARKING /CIRCULATION AREA: 2.19 ACRES PROPOSED PARKING EQ. # TOTAL LOADING C -4 4 OF' 15 EXISTING SITE CONDITIONS & DEMOLITION PLAN IMPERVIOUS COVER: 2.79 ACRES BLOCK DU /S.F. RATIO REQ F SPACES PROVIDED NET SPACES OPEN SPACE: 0.60 ACRES I APPROVALS JDATE C -5 5 OF 15 SITE LAYOUT PLAN ESTIMATED TRAFFIC GENERATION: 1,476 VPD NOTES: DEPARTMENT DEPARTMENT OF COMMUNITY DEVELOPMENT C -6 6 OF 15 SITE GRADING AND UTILITY PLAN 1. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THIS ENTIRE III PLANNER /ZONING C -7 7 OF' 15 EROSION AND SEDIMENT CONTROL PLAN SITE IS PROVIDED IN THE HOLLYMEAD TOWN CENTER STORMWATER FACILITY 1 ENGINEER AND THE SITE IS LOCATED IN DRAINAGE AREA DA —A. SUPPLEMENTAL WATER IV i -7 QUALITY CONTROLS FOR AREA C, BLOCK 9 ARE PROVIDED WITH TWO ON —SITE V 42DU 2.25/DU 95 183 +88 N/A INSPECTIONS C -8 8 OF' 15 EROSION AND SEDIMENT CONTROL DETAILS AND NOTES WATER QUALITY SWALES. = �1 ARB C -9 9 OF 15 EROSION &SEDIMENT CONTROL DETAILS 2. FIRE FLOW (PER ACSA), FROM CLOSEST FIRE HYDRANT, APPROXIMATELY 250 FEET VI DISTANCE IS 4006 GPM ® 20 PSI. DEPARTMENT OF FIRE RESC 0!• 3. ALL VIEWS OF EQUIPMENT AND ACCESSORY STRUCTURES FROM THE ROUTE 29 NORTH EC VII ALBEMARLE COUNTY SERVICE AUT RITZ( C -10 10 OF i,5 SANITARY SEWER PLAN AND PROFILE GIµ�.,� ((c. (O'7 SHALL BE ELIMINATED. VIII VIRGINIA DEPARTMENT OF TRANSPORTATION C -11 11 OF 15 WATER LINE PROFILES 4. NOTE: WATER METERS HAVE BEEN SIZED BY ASCA IX 27252 4.5 PER 123 243 +120 4 HEALTH, DEPARTMENT l000 GSF 12 OF 15 STORM DRAIN PROFILES BLDG A BLDG A BLDG B UNIT 1 —A UNITS 1 —B THRU 5 —B UNITS 6 —A THRU 8 —B TOTAL 218 426 +208 4, —13 1,3 OF 15 DETAILS 1 WATER CLOSET (1.6 GPF) 9 WATER CLOSETS (1.6 GPF) 6 WATER CLOSET (1.6 GPF) 2 LAVATORIES 9 LAVATORIES 6 LAVATORIES 1 3— COMPARTMENT SINK METER SIZE: 1" METER SIZE: 1 C =14 14 OF 15 PHOTOMETRIC PLAN 1 COMMERCIAL DISHWASHER 1 JANITOR'S SLOP SINK 15 OF' 15 LANDSCAPE PLAN METER SIZE: V Ae 1 ADDRESSED ACSA COMMENTS JLC 11/29/05 , 0 DESIGNED BY: PROJECT: REVISION NUMBEi <): 2 ADDRESSED ACSA COMMENTS JLC 12/02/05 DMJ HOLLYMEAD TOWN CENTER 7 3 ADDRESSED COUNTY COMMENTS JJK 1/19/06 ENGINEERS DRAWN BY: AREA C, BLOCK 9 �, `r 4 ADDRESSED COUNTY COMMENTS JJK 2/22/06 DAVI M. JENSEN SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBE—D _ : 5 ADDRESSED COUNTY COMMENTS JJK 3/23/06 No. 11404 PLANNERS TITLE: c _ 1 REVIEWED BY COVER SHEET 6 ADDRESSED COUNTY COMMENTS JJK 4/20/06 �4k / !� 4,� ASSOCIATES DMJ •A 51 ti} 147WIRidgeRoad 1402GrccnbrierPlacc SHEET NUMBER.. 7 ADDRESSED COUNTY COMMENTS JJK Lynchburg, VA 24502 chernotmvil4VA22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 05/30/06 s`pjONAL �� Phone: 434.582.6175 Phone: 434.984.2700 H: AS SHOWN w%Vmwassociates.net 204225.03 422503C -1 CIVIL 10/10/05 1 �F 15 N0. REVISION BY DATE N0. REVISION BY DATE V: N/A Drawing Path: \ \Cville _server \AutoCad \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg \422503C -1.dwg 1 MISCELLANEOUS NOTES 1. THIS PLAN IS TO BE USED FOR PRELIMINARY 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 3.39 ACRES. THE BOUNDARY AS SHOWN HAS BEEN DETERMINED BY RIVANNA ENGINEERING AND SURVEYING, PLC ON JULY 13, 2004. 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 THROUGH 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: MAY VARY FROM THOSE SHOWN. 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 PER INSPECTORS. AUTHORITY CONTRACTOR S ATLTHEESTARTOOFIB OTIFYING E W RK. 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 ASCA COMMENTS I JLC 1 11 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 FOUR 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 SPECIFICATIdNS, 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. 0 Y I DA &rDAD OF vA JENSEN No. 11481* �►� G� SjoNAL �1' 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. WA ENGINEERS in SURVEYORS PLANNERS ASSOCIATES 147 Mitt Ride Road 1402 Onwhdar Pkm LyarLbuap,W4102 CbK1oderM%VA22901 Pfioaa: 4 582.6175 Phoom 434.9842700 www.wwa.net 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 "VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES ". 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 r_7r-%C'n1 n EXISTING NEW DESCRIPTION _435- -435- CONTOUR INTERVAL AS INDICATED ON SITE PLAN) +56.1 +56.1 SPOT ELEVATION 1 rYYYr1 TREE LINE X X DEMOLISH EXISTING UGT CENTER /EDGE OF STREAM - - M - FENCE AND GATE EDGE OF PAVEMENT PROPERTY LINE /RIGHT OF WAY -� CG -2 HEADER CURB CURB AND GUTTER OVERHEAD POWER SS AND /OR TELEPHONE - - - - - -- -- -- SANITARY SEWER momEzzomm= STORM DRAIN AND END WALL, TYPE AS INDICATED - -- - - 8 -W - WATER LINE Tw FW TRAFFIC WIRE "GE- UGE - UNDERGROUND ELECTRICAL --W ST UNDERGROUND TELEPHONE ,y 61 ABANDONED OR REMOVED UTILITY 0 0 STRUCTURE ^ 0_5 /-7 DESIGNED BY: PROJECT: REVISION NUMr3f R. DMJ HOLLYMEAD TOWN CENTER DRAWN BY: AREA C, BLOCK 9 JLC FINAL SITE PLAN DRAWING NUMEsI _R: REVIEWED BY TITLE: GENERAL NOTES C- 2 DMJ ' WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBS k: 204225.03 422503C -2 CIVIL V: N/A 10/10/05 2 OF 15 Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg� C WATER METER FHA FIRE HYDRANT YFDC FIRE DEPARTMENT CONNECTION 0 WATER VALVE OO SANITARY MANHOLE O O STORM MANHOLE F__01 r--q CURB DROP INLET --oco ---eco SANITARY CLEAN OUT LIGHT POLE �3 TELEPHONE POLE, WITH GUY AND ANCHOR �- -a POWER POLE -� SIGN RIPRAP O IRON PIN CONCRETE SIDEWALK QNUMBER OF STANDARD PARKING SPACES NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. ^ 0_5 /-7 DESIGNED BY: PROJECT: REVISION NUMr3f R. DMJ HOLLYMEAD TOWN CENTER DRAWN BY: AREA C, BLOCK 9 JLC FINAL SITE PLAN DRAWING NUMEsI _R: REVIEWED BY TITLE: GENERAL NOTES C- 2 DMJ ' WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBS k: 204225.03 422503C -2 CIVIL V: N/A 10/10/05 2 OF 15 Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg� NO 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 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 turn 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. REVISION BY I DATE 1 NO. REVISION ti ilFa�oRatbJ4a�11 Vir**.L. . mtt lI1R��'+ �IA4t�a�r�1 '�Cal�l4�alrri��i�dll!'�t1�. i+Mb111A�Q�e'p1M�l. *now OF 1 DAVID M. JENSEN .d No. 114 4 .P`p1oNIAL ��Cs site ZMA -01 -020 Attachment E Hollymead Town Cenkr 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 VDO T's 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 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 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 maintaini tV 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 Foik of the Rivanma 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. Submitted as of the 2511 day of July 2003, by: Post Office Land Trust ,Ch >i3 y "rl,# Sy lG. F , Ttu �r^ //W°1117 A WA ENGINEERS rimSURVEYORS DESIGNED BY: DMJ PROJECT: HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 FINAL SITE PLAN REVISION NUME .VR: 0 DRAWN BY: JLC DRAWING NU II3T -1 : TITLE: PROFFERS AND APPLICATION PLAN PLANNERS C-3 REVIEWED 8Y: ASSOCIATES DMJ SHEET NUMBER: 3 OF 15 147 Mil I Ridge Road 1402 Cirembrier Place Lynchburg, VA 24502 cherloneaWte,VA22901 Phone: 434.582.6175 Phone: 434.984.2700 www.awassmWes.net WWA NUMBER: 204225.03 FILE NAME: 422503C -3.dwg DISCIPLINE: C1V1L SCALE: H: N/A V: N/A DATE: 10/10/05 Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \d s� ; �� 1 � 1 1 1 cn { i 1 1 ,..� , _ ...,,; 0 { ! 1+ I I+ I 1 1 1 { 1+ I I s ",�;� I_ 0 + 1 1 1 1 1+ 1 1 1 1 1 1 1 a , \ ` cD I 1 1 { h 4 "J1, 1' I I + o ^' , al, J I 1 Ln 1 1 1 + 1 1 1 1 1 I 11 I :- _ -( I. J '�' i ll IIZI Off- SIT' =, (` _1- I { 1 1 1 + 1 1 1 1{ /+ I I I I I / I J J J IMP OR �N & r �- / - +J . - I I' + 1 11 1 1+ 1 1 1 1 1 11 1 +I I ! 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C1 47.50' 17.16' 32.93' 39'43'32" 32.28' N 18'33'22" W C2 509.00' 115.10' 226.38' 25'28'58" 224.52' N 51'09'37" W_ C3 509.00' 0.06' 0.11' 0'00'46" 0.11' N 63'54'25" W C4 1 520.00' 40.93' 81.69' 9'00'02" 81.60' N 78'00'22" W_ C5 167.50' 29.19' 57.81' 19'46'23" 57.52' S 87'36'26" W C6 100.00' 43.44' 81.95' 46'57'23" 79.68' S 64'29'50" W C7 180.00' 26.96' 53.53' 17'02'16" 53.33' S 41'42'07" W_ C8 91.50' 9.11' 18.17' 11'22'35" 18.14' N 27'29'42" E C9 100.00' 62.67' 111.96' 64'09'03" 106.21' N 24'11'35" W C10 555.64' 12.92' 25.83' 2'39'48" 25.83' N 70'58'58" W_ C11 100.00' 42.24' 79.93' 45'47'56" 77.82' N 68'35'14" E C12 99.50' 11.37' 22.65' 13'02'24" 22.60' S 15'57'16" E C13 100.00' 21.81' 42.96' 24'36'40" 42.63' S 34'50'35" E C14 107.50' 27.13' 53.16' 28'19'55" 52.62' - S 68'20'25" E C15 526.50' 58.91' 117.33' 12'46'05" 117.08 S 75'25'11" E C16 526.50' 55.06' 109.73' 11'56'27" 109.53' S 63'03'55" E C17 32.50' 7.707' 15.14' 26'40'55" 15.00' S 70'33'25" E C18 32.50' 7.69' 15.11' 26'37'57" 14.97' N 82'47'09" E C19 180.00' 16.47' 32.85' 10'27'21" 32.80' S 55'26'56" W C20 670.00' 1 108.86' 215.83' 18'27'26" 214.90' N 39'29'36" W C21 543.00' 42.44' 84.71' 8'56'16" 84.62' S 43'57'10' E C22 42.50' 18.10' 34.22' 46'08'20" 33.31' S 62'33'19" E C23 115.00' 37.03' 71.65' 35'41'59" 70.50' N 02'15'49" W C24 115.00' 19.93' 39.47' 19'39'55" 39.28' N29'56'46" W C25 17.00' 9.06' 16.65' 56'06'04" 15.99' N 11'43'42" W_ C26 123.00 29.24 57.41 26'44 40 56.89 N 02'57 00 E_ C27 160.00' 30.62' 60.51' 21'40'11" 60.15' N 39'23'10" E_ C28 115.00' 22.01' 43.49' 21'40'11 " 43.24' N 39'23' 10" E C29 526.50' 22.24' 44.45' 4'50'15" 44.44' _ S 59'30'49" E_ C30 546.50' 0.56' 1.12' 0'07'03" 1.12' S 53'00'23" E C31 555.64' 6.13' 12.26' 1' 15'53" 12.26' N 69'01' 12" W C32 563.64' 27.98' 55.91' 5'40'59" 55.88' N 65'32'19" W C33 104.50' 129.04' 186.03' 101'59'51" 162.42' N 11'41'56" W C34 960.50' 13.87' 27.74' 1'39'17" 27.74' N 40'07'38" E C35 969.50' 84.10' 167.78' 9'54'55" 167.57' N 45'54'44" E C36 969.50' 2.26' 4.52' 0' 16'01 " 4.52' N 51"00"13 " E_ C39 75.00' 5.59' 11.16' 8'31'30" 11.15' S 57'06'01 " E C40 245.00' 34.49' 68.52' 16'01'29" 68.30' S 44'58'51" W C41 1030.50' 62.68' 125.20' 6'57'40" 125.12' S 47'22'11" W C43 46.50' 49.17' 75.63' 93'11'38" 67.57' S 89'41'58" W C44 454.00' 192.39' 363.94' 45'55'49" 354.28' N 20-44'18" W C45 473.58' 51.92' 103.43' 12'30'46" 103.22' N 08'29'00" E C46 197.50' 33.21' 65.81' 19'05'30" 65.51' S 19'23'47" W C47 520.58' 92.97' 184.00' 20'15'05" 183.04' N 12'21'09" E j C48 523.50 65.36' 130.05' 14'14'01" 129.72' N 36'19'50" W l C49 32.50' 29.26' 47.64' 83'59'08" 43.49' N 24'20 26 E 1 C50 276.00' 45.50 90.19' 18'43'24" 89.79' S 57'43'23' W_� C51 32.50' 29.22' 47.60 83'54'38" 43.46' N 71'10'08" W C52 523.50' 91.74' 181.63' 19'52'45" 180.72' N 07'42'46" W C53 67.50' 61.85' 100.14' 85'00'00" 91.20' N 01' 13'114" W C54 766.50' 30.82' 61.60' 4'36'17" 61.59' S 39'45'00" W 1 C55 833.50' 36.33' 72.62' 459'31" 72.60' N 39'5637" E_� C56 84.50' 21.43' 41.96' 28'27'31" 41.54' N 51'42'00" E C57 177.50' 87.95' 163.32' 52'43'01 " 157.62' S 87'44'07" E C58 297.50' 34.54' 68.77' 13'14'42" 68.62' N 21'21'42" E ' C59 1 25.00' 25.00' 39.27' 90'00'00" 35.36' S 42'46'24" E C60 417.50' 30.33' 60.56' 8'18'40" 60.51' S 83'37'04" E C61 19.50' 18.87' 29.99' 88'07'11 " 27.12' N 56'28'41 " E C62 182.50' 8.55' 17.10' 5'22'02" 17.09' N 09'44'04" E C63 197.50' 13.08' 26.12' 7'34'42" 26.10' S 32'43'53" W C64 29.50' 31.48' 48.25' 93'42'47" 43.05' N 10'20'10" W C65 60.00' 4.08' 8.15' 7'46'52" 8.14' S 61'1 S31 " E C66 25.00' 22.86' 37.03' 84'52'37" 33.74' S 14'53'47" E_1 + i'i il Course Bearing Distance L1 N 43'08'29" W 336.11' L2 S 48'22'58" W 120.21' L3 S 48'22'58" W 12.73' L4 N 41'37'46" W 33.13' L5 N 41'37'46" W 31.84' L6 S 48'22'38" W 12.23' L7 S 48'22'38" W 158.68' L8 N 37'46'01" W 168.50' L9 N 48'21'41" E 82.73' L12 I S 56'55'44" E 21.58' L13 S 56'55'44" E 43.38' L14 N 33'04' 16" E 68.43' L15 N 27'59'04" E 54.70' L16 N 76'50'14" E 64.76' L17 N 33'04'16" E 15.23' L18 S 52'24'17" E 24.68' L19 S 5712'10" E 37.41' L20 S 56'30'29" E 17.81' L22 S 87'46'24" E 10.75' L22 N 26'19'54" W 17.47' L23 S 63'46'50" W 48.30' L24 S 37'13'29 " E 9.22' L25 S 44'11'35" W _ 47.54' L26 S 45'48'25" E 10.00' L27 S 44'1149" W 26.24' L28 S 66'30'54" W 12.07' L29 S 6705'05" W _ 12.77' L30 S 71'46'50" W 56.41' L31 N 41'37'02" W 39.33' L32 S 48'22'58" W 7.76' L33 N 41'37'02" W _ 25.65' IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' 30' 0 30' DESIGNED BY: PROJECT: REVISION NUMf'TR: 1 ADDRESSED ACSA COMMENTS Jac o1 17 os TH o � DMJ HOLLYMEAD TOWN CENTER 2 EXISTING CONDITIONS CORRECTED JJK 01/19/06 `l 25% SLOPE OR GREATER ENGINEERS DRAWN BY: AREA C. BLOCK 9 3 3 ADDRESSED COUNTY COMMENTS JJK 02/23/06 C m SURVEYORS PLC FINAL SITE PLAN DRAWING NUMr_--',-- D M. JENSEN PLANNERS REVIEWED BY TITLE. EXISTING SITE CONDITIONS & C-4 No. 11484 - -- o� SSOCIATES 147 T4 ;11 DMJ DEMOLITION PLAN A 1j 1 Ridge M2 SHEET NUMBS 12: Lynchburg, VA 24502 cnar10kc8v01c,VA72901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: jo NAL �G Phone: 434.582.6175 Phone: 434.984.2700 " , as NO. REVISION BY DATE NO. REVISION BY DATE wwwm sociates.net 204225.03 422503C -4.dwg CIVIL H: 1 =30 V: NIA 10110/05 4 OF 15 Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Pl0n \dwg \422503C- 4.dv:g IL " Ff .Y y ... 2. X y......., _` ..... t� < .. -x.. ,` aT : .. J osel. D. A �' - r -� CO�ISTRUEA O MENj I - = c \ ; .� �. �; TW 571.50 CE i °' a ? z D B 4 BW 558.00 m.,. _. GRADING — _ ,N _ - �.. A .. r 9 — — _ 9 "E — — — — — — — — — M. � S Y � 1 � � .� . _ ' 32'45 "E - - — - _. —_. - - � 1 �30�L. 6'� - - _ - --• - - �123.17' 'E E . _ — — �h... — — / S37'O1 S42 -- i y I C/O ® 50' l CD INTERVALS I 1 I I & AT END OF S42732'45"F-- - ` - - 00 2 r- - 31 B.47 PIPES �i 12 X25 I LOADING I DUMPSTER WITH B o BM SCREEN WALL UM r,) "' EX. TC= 537.45' I I I I o I I � CV NI 20' ACSA SANITARY SEWER I I EASEMENT co 2_0 I I I I l I I I ,1 I 8 1 I II 2 2 ' BLOCKS I i I i PEOORAT D ,s' UNDERDRAI D m m p 66 �rLS r.- _ ,. �u. 2 ,�. 14 2 C C g_j _ I , -1 -1, PD i'S A- - EC , 'USE: (_"'tc L R( 4 8" GV AND TYPE A BO C/0 ® 5 I SSEMBLY I VALS X & AT EN OF M (1 6 X6" TEE PIPES F 6 —A O THRY 8 -A & � O, EX. TC= 537.98 <-00 �'1 6 -B THRU - O -B / N J ,2 '37'W 5 � r'o. N 4 9) I� 34. ' 19 1b A 6 "X6"1 EE �.t1 5 o \!G �, ? Iw 'J m Q \ O " X 6"+" 1_ES 1T G GV IRE —1 1 i✓ \ Rti \ 11 1 8 -5 52' 50' 16 "E ,\p'l 12.52 8" WATERLINE 'C' 20' ACSA WATER EASEMENT poS-f Of-TICE j_jk-NC_D 71 t,"RUST AR1.EA C B 0 CK Nes �vyyj ZION- , .,T U -SE. VACANT JLC 1 11/29/05 1 8 JLC 1-305-1- ' S, T 01/16/06 A R. f-`,. A C JJK 01/19/06 B 02/23/06 -;(--)C I Acs Z� .. JJK ZONE,' PD-MC I J .S,' ,„% N rf USE: I I I I o I I � CV NI 20' ACSA SANITARY SEWER I I EASEMENT co 2_0 I I I I l I I I ,1 I 8 1 I II 2 2 ' BLOCKS I i I i PEOORAT D ,s' UNDERDRAI D m m p 66 �rLS r.- _ ,. �u. 2 ,�. 14 2 C C g_j _ I , -1 -1, PD i'S A- - EC , 'USE: (_"'tc L R( 4 8" GV AND TYPE A BO C/0 ® 5 I SSEMBLY I VALS X & AT EN OF M (1 6 X6" TEE PIPES F 6 —A O THRY 8 -A & � O, EX. TC= 537.98 <-00 �'1 6 -B THRU - O -B / N J ,2 '37'W 5 � r'o. N 4 9) I� 34. ' 19 1b A 6 "X6"1 EE �.t1 5 o \!G �, ? Iw 'J m Q \ O " X 6"+" 1_ES 1T G GV IRE —1 1 i✓ \ Rti \ 11 1 8 -5 52' 50' 16 "E ,\p'l 12.52 8" WATERLINE 'C' 20' ACSA WATER EASEMENT poS-f Of-TICE j_jk-NC_D 71 t,"RUST AR1.EA C B 0 CK Nes �vyyj ZION- , .,T U -SE. VACANT JLC 1 11/29/05 1 8 JLC 12/02/05 JLC 01/16/06 JJK 01/19/06 JJK 02/23/06 JJK 03/23/06 JJK 04/20/06 BY DATE NO. of -� �. I �Y � • �` ,,..,. �,' `� ,> N �;, \ `l`L S" 35.49 "32 E f _ �. . _ z r f • - ' sr N510' !f / d q{] \ S •� .. ..- M /t /{ 1 ✓J ,/r Y � Blods"- i »•> : :wu.Jr YW9gY I ``suers J ............... N 3' r. yg{ .9 p ` . pi a ,y a• O f ; �R �f�..,. '� 4 .��,� C ..i.. C t 7b. ._ LO( G o r,.. w k ' t "Y wi' a s'b _j SE m I 3T �r A � " t` ' r-^-v qr"' ;. � 3 -y,q es \90 1 q.,t r ijl� . �u MERC �n o ._a -- G ADDED WEIRS IN WATER QUALITY SWALE "A" JJK 05/30/06 DESIGNED BY: PROJECT: ' y .g DMJ HULL MEAD TOWN CENTE 1 ENGINEERS DRAWN BY: AREA C, BLOCK 9 SURVEYORS JLC FINAL SITE PLAN DAVID M. JENSEN t9 PLANNERS TITLE: SITE LAYOUT PLAN REVIEWED BY: No. 11 ASSOCIATES DMJ 0� � 147 Mill Ridge Road 1402 Grccnbricr Placc �s �ip ��} Lynchburg, VA 24502 chulomv0lc,VA22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DAT `pIONAL F'� Phone: 434.582.6175 Phone: 434.984.2700 H: 1 " -30' www.wwassociates.net 204225.03 422503C -5.dwg CIVIL REVISION BY DATE V: NIA THIS DRAWING IS A REDUCTION RAPHIC SCALE MUST BE USED SCALE: 1 " = 30' 30' 0 4df ' / REVISION NUMBE:?: R 8 DRAWING NUMBL-r': C- 5 SHEET NUMBER: E: I n /nom 5 OF 15 Urawing Path: \ \Cville— server \AutoGad \2U4225.UUco Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dw1 1 Il I I 41 it i I / I l I I % l o 1 f ) ) I I 1�/ I / / \ I I } 1 1 } 1 } 1 I I y I 1 I I �,,.�. 0y "1 ,/ 's/a ,.- ..e ' r ) I 1 1 1 1 I Y a� - E—rl I / 1 _ I_ 1 1 1 1 I I y 1 I I I I I v y -- —IJ � I 1 1 I u r I 1 1 I I I I I _ �•..; �., '�,,.� � � �> � / - �'• 1 I I 1 I 1,7MPORI�R C-�1�N „t I::� 1 >f I se, • a I�- { /TW 571 .50 / ! �. 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PROVID SMOOTH T / AND PFVF6E POSITIVE DRAINA \ - - -- j \ / 30 0 30' `° ? _ / ( { I I I I I / 111 I I 1 I 1 \ \ / I \ 1 \ 1 � I � '. •� ,l 1 I I I 1 \ 1 \ \ \ ..,,, ,,� _ . 1 ' , � 1 1 ' III ! / III I I 1 / l � \ `1.'': \ • � ; \ \ ;, i I 1 y I 1 \ \ I \ , W .� ., ?� .. r --- �--: "�� ~'� ��. ; - i IIII 1 I \ w \ i k °� 0 1 I I I \ \ \ I ,/ \ \ ��` \ •- I I \ I o 1 I \ \ \ .7 1 r' ✓>� \ \ k \ - 1 ADDRESSED ACSA COMMENTS JLC 11/29 05 8 REVISED GRADING AT WATER QUALITY SWALE "A" JJK 04/20/06 DESIGNED BY: PROJECT: REVISION NUMB,[- rib 2 ADDRESSED ACSA COMMENTS JLC 12/02/05 9 ADDED WEIRS IN WATER QUALITY SWALE "A" JJK 05/30/06 Y DMJ HOLLYMEAD TOWN CENTER g ENGINEERS DRAWN BY: AREA C, BLOCK 9 3 ADDRESSED ACSA COMMENTS JLC 01 16/06 SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBE17 4 DELETED INFO ON TMP 41 –D JJK 01/19/06 DAVID M. JENSEN 19 PLANNERS TITLE: 5 REVISED GRADING JJK 01/25/06 No. 11 4 REVIEWED BY.- SITE GRADING AND C-6 K 'gyp [ ASSOCIATES DMJ UTILITY PLAN J 6 ADDRESSED COUNTY COMMENTS J 02/23/06 „p J �► 147 Mill Ridge Road 1402 Greenbrier Place SHEET NUMBER: 7 ADDRESSED COUNTY COMMENTS JJK 03/23/061 ASS► �G� Lynchburg, VA 24502 Cbu1oneevdte,VA22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.582.6175 Phone: 434.984.2700 "=30' N0. REVISION BY DATE N0. REVISION BY DATE r0NAL S www.wwassociates.net 204225.03 422503C -6.dwg CIVIL H: . N/p 10/10/05 6 Of 15 Drawing Path: \ \Cville _server \AutoCad \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dw _�TF —t I l l 1 s SF goo ONSqRuc MENT / _= �- /�I/I 1 1 /C EASE _ �► ' — I 1 / ApUNG - 7 ;I �1 GR �►_ 6- — \ 4 45„ 7 °011 S2 _ I h _ 1 I 542° 3 /45 "E - I; \ I I I — — — — — — — NOTE: CULVERT INLET PROTECTION C0 / _ _ _ — FOR THE CULVERT TO EX ST -57A — IS TO REMAIN IN PLACE UNTIL BUILDING A IS COMPLETE AND THE TIN 571.50 / PARKING LOT HAS BEEN \ I BW 558.00 / �. .. , — — — — _ STABILIZED. UPON STABILIZATION ✓� �� '\l `v` — _ — �V — — — — ,� _ �— — — — OF BUILDING A & THE PARKING - - - -- = — __ - - - -_ , AREA, THE CULVERT INLET — _ — — — — — — — — / PROTECTION FOR THE CULVERT TO EX ST -54A IS TO BE REMOVED AND BUILDING B IS TO BE CONSTRUCTED. `— _INTERVALS I\ - � & AT- -E-14g OF � — _ 31 l / \ / � _�► , / / . � ` /PIPES:• - -' DUMI�ST WITH �OREEN WALL Z/ BUMw \ BLOCKS ., 3 \ \ \ \ -- — _ _ -- — _ / r I ! \ � / / � ,- --, — / / ' / / / I • I ' \ �`� - \ } 1 I I I I I I � \ / // �� _ PERF�ORDEf�DR l 1 �` 1 I 1 1 NOTE: FUTUI`tE PROOF t I I I I m / pC I I U o DRAINAGE Td B� / ( co -1 —�° I D _ All I 106o DIRECTED TO I�PPER } / J ( -� 10 ° i \PORTION bF ATER / I I I III } I - � -- " " I 12 /✓ /// / yam, I Q�tJAtITY SWAL E A / I / r IPA _ I_ I { I LC) l } I I I } I I 1 11 i \ — l f 1 46 AC. 1° ° � / 1 } / ice, { — h — V / I I I I 1 I f/ / / N I / 4 _ l l 2 ,I / 00 - 1 / / / / U TYPE / C -0.9 64 �1 } I I / / (( / /I I 1 / 4 I I I I I I 4 I /✓ `D / I / / / / I / I C ACtA I A BO 1 I 1 ( /` I S / / I 1. `II, 1 Y I� 1 / I I I I } 1 1 1 1 1 II 1 11 EMBk // / I / I 1 I L 1 \ 1 1 1 } 3q ER 1 I 16 GV ! 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It Ix } \ I t / l / t / J/ `o' 00000/ y 0 16 E / • � h1 ,� ��o ;� r �\ .�' ,. \ \ %�\ .�. , / :� / / , i / ➢� 10� 2.52 \ / / TC �E H01_E SER, CQ4R TO \ i•: g r ; t l 1 / i!D•9 / I �, �,'� \� ti/�\�G / /�� j .� �� c,'� °/ / �,,; EILEV ION 1 5 Fz 6a� ( �1 1 J ( \ I v / / I �. 1 _ \ J I I 5r G' / I \ I I : \ \ P� O D / / / �\ ` / , �,< - , 2� �� o i J I ;C) I .Q� ';� �'I I I / .0-0 �' G• / P f� t PO ATERLINE C� TIC 75• /, / ` ! �' ,,:• �'y 5� I "� . -;c>7 I LI J / \ L.— .°A if' vam c.o 1 f /1 / � � � �i� / �, P / � � ( J I 1 �. . �' .o I I I o I 1 ( I O / / 1 \ w I 1.24 I � ' / v 2 / . � -f- '�• , ,�� 1, � I ` I I `-' ` I 1 I / / ) \, ! / _ I I \ \I I 1 / ! 1 \ - / .• \ f';f TS I0F 1 I ► ► (I I l 1 / / / / / / // ILL C E AID D GRADING 3 \ \ 1 1\ I !! I / / � �,. . +.... . - . �' q ..:w�" ,�s` , % . -�\ 1 } } ., I ; I �?' 1` \ � / l I 1 r I r ;� ;; i I I I 1 \/ ( I n 1 I 35° 49 2 E,. �' � �;' \ . �^�. I I 1 I I `I, �, 0 l I 1 I l 8.or1 \'' N O 4� s . • 1 I I 1 J I , l0 1 ( ( l/ \ l I \ / \/ o0 0 s\ o o \ \ q�':. `" �5�--- =_---- z 4» J I I 1 1 I S F 11 (\ \ /• .: s� ya �'t i } LO I I I I I \ \\ 1 '< 1 / � l 1 \ I �, � 1 I � � I ( I � \ `r �` �. /� � S7,�• } I I I I , I 1 �% \ \ � o° 4" Hi PE.`- L� 1 I 0) o S ®p L.F. 2' HID PE I( I^ o 1'5.467 �. •' I I I I I 1 1 I I I \ \ \-__ ' I J � it � ;' � � .i�� A TO I► �p 1= 2E80 1 C. I 1 1 \ �' \ d '; � I I I I 1 1 1 } \ \ \ — _ _ IF THIS DRAWING IS A REDUCII(_ :' \d I \ f 1 1 1 1 1 1 111 1 1 l` --A / I I / I 1 \ 1 sr I 1 \ ' ' _ \ \ +✓ ° 1 I I I I 1 1 h \ 1 \ ~ — \ \ — — GRAPHIC SCALE MUST BE USE_. :; �< 1 \ °I I ! \ \ '\ / i l I1► I I / III 1 I 11 C P 1 d� i \ " ' ` SCALE: 1 " = 30' � �` INV IN ; 570.'68 0 1 \ n t 1 I II }III / 1I} II MEN 3J V. IN = 58.38 1 \ 30 �i I I }Ilil III I I r' ' 0 o 10 YR )NA TEt� SURFACE 1 h I E 578.80 v. 1 ADDRESSED ACSA COMMENTS JLC 11/29/05 8 ADDED WEIRS IN WATER QUALITY SWALE "A" JJK 05/30/06 DESIGNED BY: PROJECT: REVISION NUMBE?: 2 ADDRESSED ACSA COMMENTS JLC 12/02/05 01p DMJ HOLLYMEAD TOWN CENTER g ENGINEERS DRAWN BY: AREA C, BLOCK 9 3 ADDRESSED ACSA COMMENTS JLC 01/16/06 � SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBF -7': 4 E &S REVISED PER EX. CONDITIONS JJK 01/19/06 DA M. JENSEN `� PLANNERS TITLE: EROSION AND SEDIMENT 5 REMOVED SEDIMENT BASIN & REVISED DRAINAGE AREAS JJK 03/23/06 „d No. 11484 REVIEWED BY: C— 7 INLET SEDIMENT TRAP TEXT boa ASSOCIATES DMJ CONTROL PLAN _- 6 REVISED CULVERT JJK 04/20/06 �, /� ., 147MWRidgeRoad 1402Gn:cnbriorPlaoc SHEET NUMBER: vl ti Lynchburg, VA 24502 Cbmtot..vdic,VAU901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 7 REVISED CULVERT INLET SEDIMENT TRAPS, ADDED NOTE FOR BMP JJK 05/19/06 9tl�G Phone: 434.582.6175 Phone: 434.984.2700 H: 1 " =30' NO. REVISION BY DATE NO. REVISION BY DATE ANAL www.wwassociates.net 204225.03 422503C -7.dwg CIVIL V: N/A 10/1 0/05 7 of 15 Urawing Nath: \ \Cville— server \AutoCad \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg \422503C -7.dwg Erosion and Sediment Control Narrative I. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO PROVIDE THE CONSTRUCTION OF APPDXIMATELY 27,252 S.F. OF COMMERCIAL RETAIL SPACE IN HOLLYMEAD TOWN CENTER, AREA C. THE SITE IS LOCATED IN ALBEMARLE COUNTY AND WILL INVOLVE DISTURBING 3.39 ACRES. THE DEVELOPMENT WILL INCLUDE TWO 2 -STORY BRICK BUILDINGS, 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 #1. III. ADJACENT PROPERTIES THE SITE IS BOUNDED BY PROPOSED TIMBERWOOD BOULEVARD PHASE I TO THE SOUTH, BLOCKS 7 & 8 TO THE NORTHWEST, A SELF - STORAGE FACILITY TO THE NORTHEAST AND AN UNDEVELOPED PARCEL X TO THE EAST, ALL WITHIN HOLLYMEAD TOWN CENTER AREA C. 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 TYPES, 27B- ELIOAK LOAM, 34D- GLENELG LOAM. SOIL TYPE 27B- ELIOAK 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 TIMBERWOOD BOULEVARD OR INTO THE BIOFILTER AREAS. 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 'IHE ATTACHED SITE PLAN. 3. STORM DRAIN INLET PROTECTION (IP) 3.07: STORM DRAIN INLET PROTECTION SHALL BE PROVIDED FOR INLETS AS SHOWN ON THE PLANS. 4. CULVERT INLET PROTECTION (CIP) 3.08: PROVIDE CULVERT INLET PROTECTION WHERE SHOWN ON SHEET 7 OF 15. 5. TEMPORARY DIVERSION DIKE (DD) 3.09: TEMPORARY DIVERSION DIKES SHALL BE INSATLLED AS SHOWN ON THE PLANS, SHEETS 7 OF 15, 6. TEMPORARY RIGHT -OF -WAY DIVERSION (RWD) 3.11: SHALL BE INSTALLED ACROSS THE CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS, SHEET 7 OF 15. 7. 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 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 -112 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. 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- 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 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 CHANNELS 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 STABILII7;D IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS -16. UNDERGROUND UTILITIES: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORZDANCE 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 FIL?. -RED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MIANNER 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 SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND- DISTURBING ACTIVITIES. 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 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 MEASURES SHALL BE PERMANENTLY STABLIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -19 ADEQUACY OF RECEIVING CHANNELS: PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVLOPMENT 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. 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. VIII. SEQUENCE OF CONSTRUCTION 1. CONSTRUCT THE TEMPORARY PAVED CONSTRUCTION ENTRANCE, DIVERSION DIKES, TEMPORARY RIGHT OF WAY DIVERSION, CULVERT INLET TRAP /PROTECTION, SILT FENCE, AND STORM DRAIN INLET PROTECTION ON EXISTING INLETS AS SHOWN ON SHEET 7 OF 15. INSTALL 15" HDPE AND TEMPORARY STUB FROM EX. STRUCTURE ST -57A. INSTALL CULVERT INLET TRAP. 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. CULVERT INLET PROTECTION FOR THE CULVERT TO EX ST -57A IS TO REMAIN IN PLACE UNTIL BUILDING A IS COMPLETE, THE PARKING LOT HAS BEEN STABILIZED AND THE STORM DRAIN SYSTEM IS FUNCTIONAL. 7. UPON STABILIZATION OF BUILDING A & THE PARKING AREA, THE CULVERT INLET PROTECTION FOR THE CULVERT TO EX ST -54A IS TO BE REMOVED AND BUILDING B IS TO BE CONSTRUCTED. 8. EROSION CONTROL DEVICES MUST REMAIN IN PLACE UNTIL RELEASED BY THE EROSION CONTROL INSPECTOR. 9. REMOVE TEMPORARY EROSION CONTROL MEASURES, AND STABILIZE AFFECTED AREAS. 10. 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 EROSION AND SEDIMENT CONTROL LEGEND FTEMPORARY11 TEMPORARY RWD O CE 3.31 3.05 TS --o-- 3.32 PERMANENT SEEDING PS SILT FENCE 3.07 DUST CONTROL DC IP STORM DRAIN INLET PROTECTION Foal CIP CULVERT INLET PROTECTION 1;019 DD � DIVERSION YDIKE FTEMPORARY11 DIG RS ONWAY RWD O 3.31 TEMPORARY SEEDING TS --o-- 3.32 PERMANENT SEEDING PS 3 DUST CONTROL DC F.315 MULCHING M U STONE CONSTRUCTION ACCESS:: --. 2x' 'MUST OCTENQ FULL, Wlt#TH OF INGRtSS AND MESS C?PI RA ON 7W .MIN: A ASPHAI.:T PAVED WASHRACK PENN [;.02] f. 2X. 12' MIN:* ""...' i r Le -POSITIVE DRAINAGE TO SEDIMENT TAkPPtN,d DEVICE E 1. DAMAGE TO EROSION CONTROL MEASURES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY SHALL '' Ul.MLNI 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. FILTER Cf.C?, 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 .5=0 A::", BARRIER. 5. (SPEC. 3.07/3.08) 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 A MINIMUM WASR 'SAP OF 2" IS REQUIRED W"`f-f iA MINIMUM 'WASH SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE HOSE ILIA. OF 14.00 DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 6. (SPEC. 3.09/3.11) E MEASURE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPAIRED AS NECESSARY. PAVED CONSTRUCT/0N C 7. (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. 8. (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. 1 EDITED EROSION & SEDIMENT CONTROL LEGEND JLC 01/17/06 DESIGNED BY: PROJECT. HOLLYMEAD TOWN CENTER REVlsIO �NUMC�r_ R: 2 NARRATIVE REVISED JJK 01/19/06 l� ENGINEERS AREA C BLOCK 9 3 NARRATIVE REVISED JJK 03/23/06 DRAWN BY: SURVEYORS JLC FINAL SITE PLAN DRAWING NuMe 4,1: D D M. JENSEN ffm PLANNERS REVIEWED BY: TITLE: EROSION AND SEDIMENT CONTROL C-8 ,4� No. 11 4P4 - ✓J ASSOCIATES DMJ DETAILS AND NOTES o .A� �i, 2 7 D �► 147 Mill Ridpe Road 1402 Greenbrier Place SHEET NUMBER.- t Lynchburg, VA 24502 Cna O=Svdle,VA2MI WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: �S j $�G Phone: 434.582.6175 Phone: 434.984.2700 "=30' N0. REVISION BY DATE N0, REVISION BY DATE ONAL V: N/A30 www.wwassociates.net 204225.03 422403C -S.dwg CIVIL 10/10/05 B OF 1 Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg \422503C -8.dwg E.P.= 578.00 EL.= 574.00 UNDERDRAIN GRAVEL WATER QUALITY SWALE "A" SECTION Q 578 CONTOUR SEE SHEET 12 OF 15 FOR UNDERDRAIN PROFILES E.P. = 568.00 7� EL.= 564.00 UNDERDRAIN GRAVEL WATER QUALITY SWALE "B" SECTION @ 568 CONTOUR SEE SHEET 12 OF 15 FOR UNDERDRAIN PROFILES *FOR SOME BIOFILTERS, PIPE FLOW WITH OUTLET PROTECTION AND ENERGY DISSIPATORS WILL SUBSTITUTE PAVEMENT /I I I SHEET FLOW ► I ► I ► I 1 / BUMPER BLOCKS STONE FILTER GRASS FILTER STRIP WHERE VELOCITIES BIOFILTER OR PERMIT WATER QUALITY SWALE* NOTES: 1. PROVIDE SHEET FLOW, EVENLY DISTRIBUTED ACROSS PAVEMENT. AVOID CONCENTRATING FLOWS. 2. PROVIDE SILT FENCE OR TEMPORARY DIVERSION AT EDGE OF PAVEMENT DURING CONSTRUCTION. REMOVE AFTER FINAL STABALIZATION. DETAIL - BIOFILTER INLET NOT TO SCALE STONE PROTECTION @ INLET 4" BELOW PAVEMENT TO PREVENT CLOGGING CURB PAVEMENT LUCK BIO— FILTER MIX OR TESTED AND APPROVED EQUIVALENT CLEANOUT W/ WATERTIGHT CAP(TYP) 3:1 SLOPE (MAX) 1' -0" (MIN) UNDERDRAIN GRAVEL --' (AASHTO M43, 1/2"—l') WRAPPED IN FILTER FABRIC 6" MAX V -0" fiv 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. 1ANDSCAPE SOD TURF - 12' -0" (MIN\ 4 " -6" PERFORATED PVC PIPE @ 1% SLOPE (MIN) TO DI OR STORM DRAIN s' -0" MIN) -DROP INLET SEE NOTE 2 3:1 SLOPE (MAX) 6" NON— PERFORATED PVC PIPE @ 1 SLOPE (MIN) NOTES: 1. THE NEED FOR ADDITIONAL PERMANENT EROSION PROTECTION FROM EDGE OF PAVEMENT TO BOTTOM OF WATER QUALITY SWALE MUST BE EVALUATED ON AN INDIVIDUAL PROJECT BASIS. 2. PROVIDE 1' -0" PONDING DEPTH TO THE CREST OF AN OVERFLOW STRUCTURE. OVERFLOW STRUCTURE MAY BE DI IN PAVED AREA, DI IN SWALE (INDICATED), OR STONE WEIR DISCHARGING TO STABLE CHANNEL OR STORM DRAIN. TYPICAL SECTION - WATER QUALITY SWALE NOT TO SCALE 1 NEW SHEET JJK 1/19/06 � U � DESicNEOOMJ: PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: 2 ADDED GENERAL CONSTRUCTION NOTES JJK 03 14 06 l ENGH'MERS DRAWN BY. AREA C, BLOCK 9 3 3 ADDED SWALE SECTIONS REMOVED PREVIOUS DETAILS JJK 03/23 06 SURVEYORS JL0 FINAL SITE PLAN DRAWING NUMBER: . J EN PLANNERS TITLE. ,dam No. 11 At REVIEWED BY: EROSION & SEDIMENT CONTROL DETAILS C-9 o ASSOCIATES DMJ 147 MiR Ridge Road 1402 Greenbrier Place SHEET NUMBER: J L VA 2{502 c��,ue,VA�m WWA NUMBER: FILE NAME: DISCIPLINE. SCALE: DATE: 0NAL � 4.582.6175 rho= 494.9841700 H: NIA g CIVIL 10/10/05 9 OF 15 NO. REVISION BY DATE N0. REVISION BY DATE 4225030 -15.dw 204225.03 V: N/A Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg \422503C -9.dwg IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1"= 10' 10' 0 10' d:�= 50' 0 50' HORZ: 1 " = 50' 6 620 20 620 -_ - 620 610 610 — 6 600 00 590 590 _ o 580 580 570 570 - ral ao 00 -n R 6 560 1,100 con ui 560 : a X L.� — Qui CID N 550 550 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 1 ADDRESSSED ACSA COMMENTS JLC 11/29/05 OF Y 2 ADDRESSSED ACSA COMMENTS JLC 12/02 05 3 ADDRESSSED ACSA COMMENTS JLC 01/16/06 4 TOPO REVIISED TO MATCH EX. CONDITIONS JJK 01/19/06 DAVID M. JENSEN .� No. 11 4 j�NAL � NO. REVISION BY DATE NO. REVISION BY DATE N DESIGNED MJ: PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBF_!�': ENGINEERS DRAWN BY: AREA C, BLOCK 9 4 SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBS -4: REVIEWED 8Y: PLANNERS TITLE. SANITARY SEWER C- 10 ASSOCIATES DMJ PLAN AND PROFILE 147 NO Ridge Road 14(a Greenbrier Phoe SHEET NUMBER: �vA2asoz ca VAZMI WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 4&34V _6175 Phone: 434.984.2700 10 OF 15 �.WW=Wcia&=.m 204225.03 422503C -9.dwg CIVIL H: 1 "-10; 10110105 V: 1 =10 Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg' ��:iPl�11�<�;:11�G(G! � �r3•liil � � � � �i1G�l " "L�11��JL3i1�l��i�lal Koff u um Pm- ��•� r ri�� ` `10 P MJ: PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBF_!�': ENGINEERS DRAWN BY: AREA C, BLOCK 9 4 SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBS -4: REVIEWED 8Y: PLANNERS TITLE. SANITARY SEWER C- 10 ASSOCIATES DMJ PLAN AND PROFILE 147 NO Ridge Road 14(a Greenbrier Phoe SHEET NUMBER: �vA2asoz ca VAZMI WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 4&34V _6175 Phone: 434.984.2700 10 OF 15 �.WW=Wcia&=.m 204225.03 422503C -9.dwg CIVIL H: 1 "-10; 10110105 V: 1 =10 Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg' Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg' Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \c 610 600 610 600 610 600 610 600 590 590 590 590 -- EXIST GROLINIEE�� DFn 580 580 580 580 CEIVIGT. 1-1 570 570 570 570 560 560 560 560 COVER ad 550 550 _ 550 550 a = UL _ to ui MA LL4 540 to 540 540 540 = a 530 it a 530 a a a a 530 530 00 00 OD 0D!1Lj1 001 C — '- 00 C14 n u a `-1 0 +00 1+00 2 +00 0 +00 1+00 2 +00 3 +00 0 +00 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED WATERLINE 'A' PROFILE WATERLINE 'B' PROFILE WATERLINE 'C' PROFILE VERT: 1" = 10' 10' 0 10' da= 50' 0 50' HORZ: 1" = 50' 1 ADDRESSSED ACSA COMMENTS JLC 11/29/05 0 \ � t ` VID . JE EN Vpp N0. .d 11 4 IV �o v� 3 �► ANAL g,$G� ENGINEERS SURVEYORS ffm PLANNERS ASSOCIATES 147 Mill Ridge Road 1402 (}rccnbricr Place Phnce u434.5824502 Phone: ic,VA2290 www.wwassociates.net DESIGNED BY: DMJ PROJECT: HOLLYMEAD TOWN CENTER AREA C BLOCK 9 , FINAL SITE PLAN REVISION NUMBED' 4 2 ADDRESSSED ACSA COMMENTS JLC 12/02/05 3 ADDRESSSED ACSA COMMENTS JLC 01/16/06 DRAWN BY. AC DRAWING NUMBS_ F' C-1 1 4 TOPO REVIISED TO MATCH EX. CONDITIONS JJK 01/19/06 TITLE' WATER LINE PROFILES REVIEWED BY: DMJ __ SHEET NUMBER:—- 0 F 15 WWA NUMBER: 204225.03 FILE NAME: 422503C -10. d wg DISCIPLINE: CIVIL SCALE: ��50 » > V: l = T 0 DATE: 10/10/05 N0. REVISION BY DATE N0. REVISION BY DATE Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \c 0+00 0+00 1+00 2+00 1 ADDED STRUCTURE TYPES JLC 11/04/05 Invert In ---------- . . ........... Slope (1/o) Renwks 2 ADDRESSED ACSA COMMENTS JLC 11/29/05 610 ------ Ott 600 3 ADDRESSED ACSA COMMENTS JLC 12/02/05 M - ----------- - 1 151# RCP 4 600 JLC 01/16/06 576.25 - ---- - ---------- --- -------- - - -------- 620 --------------- - - -------- ---- - --- JJK 620 620 - ------ ---- - --------- - ----- 1511 MPE ---- ---- - ADDRESSED COUNTY COMMENTS ........ -- - --- --------- -- . ..... 571.40 570.00 ....... - ---------- 1511 MPE 7 ADDRESSED COUNTY COMMENTS JJK 04/20/06 557.97 --- ----------- - ------ ------ NO. REVISION BY -------------- ---- ----- - -- - ------ DATE -- -------- ... . ........ ------ ..... .. . .. ...... 562.50 --------- --------- -- 6.92 15to RCP D- 1A DI-3C L=6.0 .... ... ......... 557.75 554.75 8.57 15" RCP D- 1B 7Wff-N--"TER- -LfNE- - - 563.51 551.35 ARA 1L-42 554.15 551.15 10.11 15 11 RCP -----ANI� -STOR14- MANAGE— 580 -------- ----APFIU-R-TENANCE-S----SHALL-- 580 590 590 W ES--(PAGE- ------- - ------- -T-- --------- -- - - --- ------------------ ------ -00N S TRUCTFOW --- ------ . .. ............. . - - ---- ----- -------- 610 610 -------- - --- - - - - - - - - - 610 im etiff S AGE t W!) - -------------- ---------------------- -------------------- 4 ----- -- ---------- ...... i ----------- 00 ---- ------- ...... ----- - ---------- --- ------- --------- --------- .. ........ -E I\tc CRi �QN -RAL.-WATER-- T+ in .................. .............. - -- --------- -- ----- -------- -4 580 580 ------------ ----------- ------- -WA ------- H- ------- ------- ---------- - ------ -- ----------------------- ---------- (L T in 32- -L.F 175rp---f 7i,- .--- - --- -- ---- -- -- -01,00, .,O� '000- 4-00". -.---iE sq- .... SP ,ZN-S --- --- - -- - --------- - - ------- 600 ------ --- ---------- 600 ---- -- - - -------- ------ N -NE, - -------- -------- 600 --RG 5:92 c- 600 ..... . ........ . ......... - ------ - n 540 ST 5-6 -A T�+ 5-6�E ---------- ----------- ---- - - -- -- ------- ...... 570 570 - 0-0-z- ------- --- ------------- + ---- ------ ------- -- ... . ....... - ------- 530 1---.W - - -- ------- 530 @5.i6 :0 CL ....... ------------- . ..... ------ 590 - - -- ------- -- - -------- ...... - ------------ ----- - - - ------ 590 590 .... ........ - ----- ---- 520 e% -C r- --------- 520 560 560 7- Lj Uj ------- i -L-;F;- -45 HIDPE ---------- ------- 10. Lf) -4 ---- - ---------- Uj ---- -- -co U)- 510 -- - ------- z - -------- ------ - ----- - .. ..... t - - - -------- 510 :z 0. ---------- 41 40 . ......... ... t ---- -- ------ --------- ----- t:d - - --------- f..j ..... . ..... --- ------ ------ t ----- -------- 500 550 - ---------- ------- 500 - ---- ----- 4 - - ------ 4 i 550 580 - ---------- -------- 580 L - -- ------- ------- - ----------- 580 -------- ---- ------- ----------- -if try ----------- --- --- - ------ ........ - ----- -- U -------- -- - ---- --- ...... .. . ... --- --- - --------- --------- ------- A 540 540 . .......... ....... --- --- ------- 570 - ----------- ......... . . ...... - - ----- ----- --------------- - ----- - ----- 570 ------- ------ --CL -111-- ...... 570 570 RtF -- - --- ---- ...... ... ...... ...... .... ........ ..... ...... .... . ...... ...... ......... ----------- ....... ------------ F, --IST-5 530 530 4+00 3+00 2+00 1+00 0+00 5 f)L -e� -ill- 0+00 0+00 1+00 2+00 1 ADDED STRUCTURE TYPES JLC 11/04/05 Invert In Invert Out Slope (1/o) Renwks 2 ADDRESSED ACSA COMMENTS JLC 11/29/05 610 ------ Ott (Outgoing Pipe) 3 ADDRESSED ACSA COMMENTS JLC 12/02/05 M --------- ----- 2.77 1 151# RCP 4 ADDRESSED ACSA COMMENTS JLC 01/16/06 576.25 - ---- - ---------- --- -------- - - -------- 620 --------------- - - -------- ---- - --- JJK 620 620 - ------ ------ 1511 MPE 620 ADDRESSED COUNTY COMMENTS ........ -- - --- 03/23/06 571.40 570.00 ....... - ---------- 1511 MPE 7 ADDRESSED COUNTY COMMENTS JJK 04/20/06 557.97 NO. REVISION BY DATE ----NOTE; ----- - -- - ------ DATE -- -------- ... . ........ ------ ..... .. . .. ...... 562.50 --------- . ........ ..... .. ...... 6.92 15to RCP D- 1A DI-3C L=6.0 .... ... ......... 557.75 554.75 8.57 15" RCP D- 1B 7Wff-N--"TER- -LfNE- - - 563.51 551.35 ARA 554.15 551.15 10.11 15 11 RCP -----ANI� -STOR14- MANAGE— 580 -------- ----APFIU-R-TENANCE-S----SHALL-- 580 W ES--(PAGE- ------- - ------- -T-- --------- -- - - --- ------------------ ------ -00N S TRUCTFOW --- ------ . .. ............. . 610 -------- 610 610 -------- - --- - - - - - - - - - 610 im etiff S AGE t W!) -------------------- 4 ----- -- ---------- ...... i ----------- 00 ---- ------- ...... ..... ------------------------------ ---------- --- ------- --------- --------- 560 -RAL.-WATER-- T+ in .................. .............. - -- --------- -- ----- -- - ............... - -------- --AMU SEWEil ------------ - ----- -LL . ....... ..... - ------ 550 32- -L.F 175rp---f 550 -01,00, .,O� '000- 4-00". .... SP ,ZN-S --- --- ------- -- -- -------- - - ------- 600 ------ --- ---------- 600 ---- -- - - -------- ------ - -------- -------- 600 --RG 5:92 c- 600 ..... . ........ . ......... - ------ - 540 ST 5-6 -A T�+ 5-6�E ---------- ----------- ---- - - -- -- ------- ...... 540 - ------- --- ------------- + ---- ------ ------- -- ... . ....... - ------- 530 1---.W - - -- ------- 530 @5.i6 :0 CL ---- --------- ------ 590 - - -- ------- -- - -------- ...... - ------------ 590 - - ------ 590 590 .... ........ - ----- ---- 520 e% -C --------- 520 7- Lj Uj ------- i 10. Lf) ---- - ---------- Uj ---- -- -co U)- 510 -- - ------- z - -------- ffa t - - - -------- 510 :z 0. ---------- - ------------ 40 ---- -- ------ --------- ----- t:d - - --------- t ----- -------- 500 - ---------- ------- 500 580 580 580 580 ----------- . ...... . ....... -- -- ------ ----- -------- -- - ---- --- ...... - --------- --------- ------- . .......... 570 570 ------- ------ --CL -111-- 570 570 RtF ...... --IST-5 5 f)L -e� -ill- EV; ... - -- - ------- ..... --------- ------- ------ - ------- ---- --- --- --------- -------- --------- ----- -- ------ 560 560 560 560 0 --f .2-7! P--V- - ------------- - ----- ----- -- --------- -- -- ----- -------- ........ . . . 12 L.rR . .. ............ - ------- ----------- ------------- ------- . ...... . ....... . ..... . .. - --- --- ......... ------ 550 550 550 550 --- --------- - - --- - ------ -- ------------- -------------- - - ------- ---- ---- --- ---------------- -- - - - ----------------------------------- -- - --------- -------- ------------ - - ------ ----- -------- ------ --------- ------ -- ----------- --- ----------- ----- ---- r ----------------------- ------- - ------ F--' R C P, C!: 540 .. ......... . 540 540 . ..... 540 EX.— 4 8 --RC P--- - - ----- - -- ------- . .. . ........... . ..... ..... -- - ------- - ----------- - ---------- ---- ------- --------- . . ... ..... ............. . ...... ...... . ..... . .... ..... ....... .............. .... . ...... .. . ........ .. .......... . ..... . ...... . . ...... ........ .. . ... ......... .. ...... ......... . ...... ........... . ...... .... .... 4 - ----- - - --- - ----- ----- --------------------- - -- -------- 530 ------ 1* ----- ---------------------- ------------------ -- 530 530 ------- 530 - ---------- -- LL- - --------- vj vj 4-- . ..... ..... ... .... -------- -- ------- TF i -- ---- ---- .. ... ..... . ..... -- --- ----- . ....... . ... . --------- --- - ------------ --- -------------- - --- 520 ............ 520 520 520 -0 ------- APtNG -tS- -REQUtRE D .... - - ------ . . .... - -- -------- . ... ........ . ... ........ ----- - - 4-� 4--STRUCTAIRE ----- ----- - - ---------- -- I- - --- - - - . .......... - - --------- 4 U ------------------- -- - -- ....... .. ....... ..... ..... . . ............... . - ---- ------ - -------- - ------------- 510 510 510 510 --- - ----- -4 ...... . . ..... ..... . . .. ......... 0+00 0+00 1+00 2+00 1 ADDED STRUCTURE TYPES JLC 11/04/05 Invert In Invert Out Slope (1/o) Renwks 2 ADDRESSED ACSA COMMENTS JLC 11/29/05 610 ------ Ott (Outgoing Pipe) 3 ADDRESSED ACSA COMMENTS JLC 12/02/05 M 576.97 2.77 1 151# RCP 4 ADDRESSED ACSA COMMENTS JLC 01/16/06 576.25 576.00 5.29 15" RCP 5 TOPO REVIISED TO MATCH EX. CONDITIONS JJK 01/19/06 561.16 558.00 10.13 1511 MPE 6 ADDRESSED COUNTY COMMENTS JJK 03/23/06 571.40 570.00 4.87 1511 MPE 7 ADDRESSED COUNTY COMMENTS JJK 04/20/06 557.97 NO. REVISION BY DATE NO. REVISION BY DATE 3+00 01p 0, 1 D '. JENSEN No. 11 4r" 0 Igo/ A16 S:OJ' Strwture Description Length Rim Invert In Invert Out Slope (1/o) Renwks Number DMJ HOLLYMEAD TOWN CENTER Elevation 610 ------ Ott (Outgoing Pipe) D-6 DI-3B L=8.0 582.85 M 576.97 2.77 1 151# RCP D-5 DI-313 L=8.0 582.50 576.25 576.00 5.29 15" RCP D-4 D1- I na 565.00 561.16 558.00 10.13 1511 MPE D-3 DI- I na 574.50 571.40 570.00 4.87 1511 MPE D-2 DI-3B L=12.0 564.50 557.97 L----------------- 555.67 555.42 9.12 15 11 RCP D- I D1-3B L=8.0 562.50 552.50 552.25 6.92 15to RCP D- 1A DI-3C L=6.0 563.25 557.75 554.75 8.57 15" RCP D- 1B M11- I na 563.51 551.35 ARA 554.15 551.15 10.11 15 11 RCP IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10, 0 10, 50' 0 50' HORZ: 11" = 50' 0+00 0+00 1+00 1+00 --- ------- T DESIGNED BY: PROJECT. ....... - -------- -------- -------- ------ DMJ HOLLYMEAD TOWN CENTER 610 ------ .... .. ....... - ------- ...... ENGINEERS - -------- 610 DRAWN BY. SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBER- TITLE: STORM DRAIN PROFILES PLANNERS REVIEWED BY. AsSOCIATES DMJ SHEET NUMBER: 147WIRidpRoad 1402 Grembrier P1w Lyncbhn, VA 24502 CbMIOMSWIC, VA 22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.582.6175 Phone: 434.984.2700 www.wwwsociates.net 204225.03 42250JC- I I. dwg CIVIL H 1 PP=50) 10/05 V: i = 10, 10/ 12 OF 15 ------------ Hollyrnead Towne Center Block 9\HTC Block 9 Final Site Plan\dwg\422503C-12.dwg 4- 600 -- ----- ------ 600 ...... ...... . . . ...... .. . ........ . - - - --------- ----------- ---------- L----------------- 590 590 ---------- - _7 -JR -#GN -.20 ARA V&7ER-1JN-E- -----ANI� -STOR14- MANAGE— 580 -------- ----APFIU-R-TENANCE-S----SHALL-- 580 W ES--(PAGE- -T-- -54A 45 ....... tri.. -00N S TRUCTFOW 570 - - ----------- 570 - - - - - - - - - RADE'' -787--- L- RQU 560 -0- '100 - 560 L .................. .............. - -- --------- -- ----- -- - ............... - -------- ------------ -LL 550 32- -L.F 175rp---f 550 -01,00, .,O� '000- 4-00". -- -------- - - ------- -- -------- -- --------------- - ---- ------- CE.- --RG 5:92 c- 540 ---------- ----------- ---- - - -- -- ------- ...... 540 ------ -- ---- ---- -- ------- --- ------------- + ---- ------ ... . ....... - ------- 530 1---.W - - -- ------- 530 @5.i6 T-e ---- --------- ------ 520 e% -C --------- 520 7- Lj Uj ------- i 10. Lf) ---- - ---------- Uj ---- -- -co U)- 510 -- - ------- z - -------- 41F ------- 510 :z 40 --------- ----- t:d - - --------- 500 - ---------- ------- 500 0+00 0+00 1+00 1+00 410/1? DESIGNED BY: PROJECT. REVISION NUMBEF: DMJ HOLLYMEAD TOWN CENTER 7 ENGINEERS AREA C, BLOCK 9 DRAWN BY. SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBER- TITLE: STORM DRAIN PROFILES PLANNERS REVIEWED BY. AsSOCIATES DMJ SHEET NUMBER: 147WIRidpRoad 1402 Grembrier P1w Lyncbhn, VA 24502 CbMIOMSWIC, VA 22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.582.6175 Phone: 434.984.2700 www.wwwsociates.net 204225.03 42250JC- I I. dwg CIVIL H 1 PP=50) 10/05 V: i = 10, 10/ 12 OF 15 Drawing Path: M:\204225.00co Hollyrnead Towne Center Block 9\HTC Block 9 Final Site Plan\dwg\422503C-12.dwg (4) 1 " (25mm) DIA. HOLES ON 323/4" (834mm) DIA BOLT CIRCLE L. . .......J 1" [25mm] 5/8„ 1 6mm] 2" (51 mm) LETTERS (RFrF<-,SFn FI IISH) (2) CLOSED PICKHOLES (2) CORED PICKBARS DIA BOSS 1y2" 26" DIA. [38mm] [660mm] 3Y8" Y4 (6mm) DIA. [79mm] NEOPRENE GASKET 23" DIA. [584mm] 25" DIA. [635mm] O.D. OF GASKET GROOVE TYPICAL MANHOLE FRAME & COVER NOT TO SCALE NOTE: HYDRANT MUST BE EQUIPPPED WITH CHARLOTTESVILLE THREADS WHICH IS THE KENNEDY GUARDIAN (K -81A) LOCAL STANDARD MUELLLER CENTURION (A -423) OP ^nr-)onvE-n C-ni ini 2500 AND UNDID WHEI`. IN A FILL, ANCHOR THE VALVE TO THE HYDRANT WITH 2-3/4" THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. OR ASPHALT COATED. 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 r2REPLACED ADDRESSED ACSA COMMENTS JLC 11/29/05 01p = DESIGNED BY: PROJECT: REVISION NUMBER: AM DMJ HOLLYMEAD TOWN CENTER BIOFILTER SECTION WITH WATER QUALITY SWALE SECTIO JLC 03/17/06 AM ENGINEERS AREA C BLOCK 9 3 MOVED WAT. QUAL. SWALE SECT. & BIOFILTER INL. DIET. TO SH. 9 JLC 03/23/06 DRAWN BY: SURVEYORS REG FINAL SITE PLAN DRAWING NUMBER: DAVID M. JENSEN 9 TITLE: PLANNERS DETAILS No 4 . 11 REVIEWED BY: C -13 �o �� ASSOCIATES DMJ -- .t� C� •} 147 Mill Ridge Road 1402 Grccnbricr Placc SHEET NUMBER: Lynchbwr&VA24502 Cbu10ttcsviU%VA22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: ORALS* Phone: 434.582.6175 Phone: 434.984.2700 H: AS NOTED: 13 OF 15 ,vww.,w&%sociatm.net 204225.03 422503C- 12.dwg CIVIL 10/10/05 N0. REVISION BY DATE N0. REVISION BY DATE V: N/A Drawing Path: M: \204225.00co Hollymead Towne Center Block 9 \HTC Block 9 Final Site Plan \dwg \422503C- 13.dwg F ac'Mty #1 LAND TRUST BLOCK 1 1,79 Acs M -MC :RCIAL -iz WLS- FVM -3- 400 - PSMH -FG - 22'POLE 3'BASE Mounting Height= 25 feet, From Pole to Photometric IES Candela File: f vm3 DARK BRONZE Center- 2 feet, Initial Lumens per Lamp= 44000, Light Loss Factor (LLF) - 1.0 Number Poles this type = 1 .u-. WLS - FVM -5- 400- PSMH -FG - 22' POLE 3'BASE Mounting Height- 25 feet, From Pole to Photometric IES Candela File: f vm5 DARK BRONZE 2 units per pole, Center= 2 feet, Initial Lumens per Lamp= 44000. Light Loss Factor (LLF) = 1.0 Number Poles this type = 4 WLS- 748 -5- 400- SMH -FG - DARK BRONZE 25' POLE Mounting Height= 25 feet, 3 units per pole. From Pole to Photometric Center= 2 feet. IES Candela File; w(s748 -5f g,ies Initial Lumens per Lamp= 40000, Light Loss Factor (LLF) - 1.0 Number Poles this type = 5 ILLUMINANCE IS IN HORIZONTAL FOOTCANDLES, TARGET PLANE AT Z = 0 FEET, Summary # POINTS 442 AVERAGE 5.3 MAXIMUM 13.4 MINIMUM 0.7 AVG /MIN 7.57 MAX /MIN 19.14 STD DEV 2.95 COEF VAR 0.56 2 TOWER FIXTURES: RUUD DIRECTIONAL FLOODS WITH DF4 -R SERIES, PAR20, DFN703 -D5. MAXIMUM INITIAL COLOR= BLACK. 7 CANOPY FIXTURES: BEGA 6406P WITH (1) 13W CF COLOR- BLACK. CERAMIC METAL HALIDE LAMPS 046677, LUMENS = 2,000. MEAN LUMENS =1 ,600. QUAD -2P LAMP. MAXIMUM LUMENS-860. 1 REMOVED LIGHTS ON TIMBERWOOD BLVD. & ADDED DETAILS JJK 01/19/06 ,r DAVID M. JENSEN ,� N . 11484 ,� 0o �� ,,p G� 61 or" �. �ssj x ti AL Ad ENGINEERS SURVEYORS PLANNERS ASSOCIATES ia�Mma Road 14Q�Gre�aPlan rPe a3asax.6z �w5 �a �, �.� DESIGNED BY. DMJ PROJECT: HOLLYMpEAD TOWN CENTER AREA C, BLOCK 9 FINAL SITE PLAN REVISION NUMBER: 3 2 ADDRESSED COUNTY COMMENTS JJK 02/24/06 3 PHOTOMETRIC PLAN REVISED JJK 09/01/06 DRAWN BY: AC DRAWING NUMBED': C- 14 TITLE: PHOTMETRIC PLAN REVIEWED BY: DMJ - - - - -- SHEET NUMBER: 14 OF 15 WWA NUMBER: 204225.03 FILE NAME: 422503C- 13.dw9 DISCIPLINE: CIVIL SCALE: 1 �� -50, V: N/A DATE., / 10� 10/05 N0. REVISION BY DATE N0. REVISION BY DATE urawing vatn: M: \Lu4LLo.uuco honymeaa IOWne center tweK y \miL; MOCK V rmal Jlte Flan \awg I , I I I co I 0 P 0 0) a r Ln Ln 4. .2 & 0� ,ep VN . _ b - I I LEGEND -tier 0 O� i 01 a 1A CON:�) F P\--) P1 G m ��p t, �_N "I I" I f mt GR )B 4 q)'6 N -------- PARKING LOT .7( Rik SHADE TREE X <�4 !D 7' V A 30 NE Z 1-lik.-L 1) E. ? 2-3 451 00 z TIMBERWOOD BOULEVARD TREE 31 .47' L �b DUMP 5 IG UIM-2 BUM S E� WALL LOCKS LL 41.00 EVERGREEN VD L A zs UL 54. s sl �zs zs zs ORNAMENTAL TREE rri 542.. 3 B L uo�, 1 0 a 5 IG cl_� SHRUBS 10 U) Ln 10 111 2 N J SEASONAL PLANTING BEDS CO "u is TYPE A s BO SA RY SEMBL:� L11 513. 0 17 6 GV U) L 55 ER 0 S NT 00 ko I-A BIOFILTER PLANTS AREA OF CANOPY zs zs 1c;_ (0 9 \-NN (0 BN 11 BETULA NIGRA 'HERITAGE' MULTI-STEMMED 397 HERITAGE RIVER BIRCH 10'- 12' B&B W. Ln zs zs 15 m Sr LS 6 LIQUIDAMBAR STYRACIFLUA 'ROTUNDILOBA' ZV2" CAL 206 C) C) 6'X6' z ROTUNDILOBA SWEETGUM s zs MV 5 MAGNOLIA VIRGINIANA MULTI-STEMMED 113 SWEETBAY MAGNOLIA 8'- 10' B&B C C Ix TD 3 TAXODIUM DISTICHUM 7-8' B&B 79 BALD CYPRESS VACA dD VD 20 VIBURNUM DENTATUM -STEMMED 8 V MULTI 31 NX ARROWWOOD VIBURNUM l'-lX' B&B 10 0 00 IG 27 ILEX GLABRA 'SHAMROCK' 24"-30" 23 SHAMROCK INKBERRY HOLLY �O \ , \cj Z ,O ^q� ✓ , . i�c�. LS PARKING LOT TREES .iII \ k \ / .. \ ,��' �� / .' / /: ¢ P. 5 IG 'VILLAGE GREEN' ZS 24 ZELKOVA SERRATA 2Y2" CAL 452 00 TIMBERWOOD BLVD TREES L0 PLUG 13\ C GB 12 GINKO BILOBA 'FASTIGIATA' M2" CAL 20 FASTIGIATA GINGKO 2 3 uN IG s SHRUBS & ORNAMENTALS -5 4D Z", AC 5 ACER GRISEUM MULTI-STEMMED 88 s5o*c"O, W'F X., ro < PAPERBARK MAPLE 6'-7' B&B SEASON "'A RISER, cow LE d. PLANTIN 10 IX 7 ILEX ATTENUATA 'FOSTERI 6-7' B&B 16 FOSTER HOLLY �\ \ \ P j \ 2' �� '� 4s�` .f\ N ",�� LEVATION AG 34 ABELIA GRANDIFLORA 'ED GOUCHER' 24"-30" 14 ACS 5 ED GOUCHER GLOSSY ABELIA 603.0 P IC 48 ILEX CRENATA 'HOOGENDORN' -30" WATERLINE 24" 10 + HOOGENDORN JAPANESE HOLLY 6/ TOTAL AREA OF CANOPY 20,242 S.F. 'b+ 00 Y (Y- .2 NOTE: A MINIMUM OF THREE FEET OF PLANTING SOIL (FRIABLE SANDY LOAM, FREE zs 1b, OF CONSTRUCTION DEBRIS) SHALL BE PROVIDED THE FULL LENGTH OF EACH TREE PLANTING AREA ON SITE. IN ALL CASES, PROVIDE A MINIMUM OF 100 SQUARE FEET + OF SOIL SURFACE AREA AND 300 CUBIC FEET OF SOIL VOLUME PER TREE. \ ., i i a I T V� "A L Y-1 10 N50' '*Ek ALI c Z Lo lb _3 + *N Cs A Ac, j A gp PT.A", C) o c7, 40 00 IF THIS DRAWING IS A REDUCTION r ( , I - IN + Ln UN _4 GRAPHIC SCALE MUST BE USED liv., T SCALE: 1 30' -,d -A tryp) C� NPA. ANT zs *NCHES Q) 0 0 + f \ CLr)) (D THIS SHEET FOR LANDSCAPE PURPOSES ONLY C� 1 ADDRESSED ACSA COMMENTS JLC 11/29/05 8 ADDRESSED COUNTY COMMENTS JJK 04/20/06 Alm DESIGNED BY: PROJECT: REVISION NUMBEI� 2 ADDRESSED ACSA COMMENTS JLC 12/02/05 9 ADDED WEIRS IN WATER QUALITY SWALE *Am JJK 05/30/06 01p DMJ HOLLYMEAD TOWN CENTER 10 ADDRESSED ACSA COMMENTS JLC 01/10/06 10 GINKO BILOBA 'PRINCETON SENTRY' CHANGED TO 'FASTIGIATA' JJK 11/06/06 ENGINEERS DRAWN BY: AREA C, BLOCK 9 3 SURVEYORS AC FINAL SITE PLAN DRAWING NUMBEF.. 4 ADDED CONOPY CALCULATION JJK 01/19/06 DAVID M. JENSEN PLANNERS TITLE: P CO REVIEWED By- LANDSCAPE PLAN C_ 5 ADDRESSED COUNTY COMMENTS JJK 02/23/06 No. 11484 ASSOCIATES DMJ ----- 6 EDITED PLANT DESCRIPTIONS JJK 02/27/06 OA 147 Mill Ridge Road M2 Greenbrier Place SHEET NUMBER. �*., 10 Wok Lynchbn, VA 24502 ChulofteWdlc, VA 22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 7 REPLACED VIBURNUM PRUNIFOLIUM WITH VIBURNIUM DENTATUM JJK 03/15/06 4Y 10NAL Phone: 434.582.6175 . Phone: 434.984.2700 H: 1"=30' 15 OF 15 NO. REVISION BY DATE NO. REVISION BY DATE Www.wwassocistes.net 204225.03 422503C- 14.dwg CIVIL V: N/A 10110105 Drawing Path: M:\204225.00co Hollymead Towne Center Block 9\HTC Block 9 Final Site Plan\dwg\422503C-15.dwg