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HomeMy WebLinkAboutSDP200900025 Plan - Other (not approved) 2005-10-10ARF-AFA C B if 41D CIK 9 real a - I I \zvl1)41 1 Ar5kk) TABLE "A" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL USE TABULATION SDP -2005m00104 SITE DATA: OWNER/APPLICANT: POST OFFICE LAND TRUST C/O C.W. HURT CONTRACTORS, LLC P.O. BOX 8147 PROPOSED/APPROVED SQ. FOOTAGE NUMBER OF DWELLINGS MAX. DWELLING CHARLOTTESVILLE, VIRGINIA 22906 N XrPROPOSED _f SQUARE FOOTAGE TO PERMITTED BY BLOCK PROPOSED/APPROVED TO UNITS PERMITTED BY ATTN: KATURAH ROELL DATE VIA SDP BY CODE DATE VIA SDP BLOCK BY CODE '`°4. ( 434) 979-8181 t ENGINEER: WW ASSOCIATES, INC. BLOCK I NO' SDP SUBMITTED 55,000 NOT PERMITTED -- a d s 1402 GREENBRIER PLACE f CHARLOTTESVILLE, VA. 22901 BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED -- $ x ATTN: DAVID M. JENSEN, P.E. r (434) 984-2700 BLOCK III NO SDP SUBMITTED 50,000 NO SDP SUBMITTED 40 SOURCE OF SURVEY: RIVANNA ENGINEERING AND SURVEYING, PLC BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 SOURCE OF TOPOGRAPHY: RIVANNA ENGINEERING AND SURVEYING PLC AND SUPPLEMENTED BY FAULCONER CONSTRUCTION CO. INC. esyr 42 50 a - ...: COUNTY. STATE: ALBEMARLE COUNTY, VA. BLOCK V NOT PERMITTED , I MITTED N A NOT PERMITTED -- Y'° MAGISTERIAL DISTRICT: RIO K V SDP SUB ` ....G q ' r TAX MAP REFERENCE: TAX MAP 32 PARCEL 41 DBLOCNO / Mt; , x ZONING: PD—MC; ENTRANCE CORRIDOR OVERLAY DISTRICT BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED --- b vuu. titer`.. YARD REQUIREMENTS: THIS PLAN IS IN CONFORMANCE WITH s>''k ZMA 01-20 (AREA C) APPLICATIONBLOCKVIIINOSDPSUBMITTED76,000 NOT PERMITTED -- PLAN AND PROFFER #1 BLOCK IX 27,252 40,000 NOT PERMITTED -- VICINITY MAP BUFFER ZONE: N/A SCALE: 11"= 2000' MAXIMUM STRUCTURE HEIGHT: 2 STORIES PER ZMA 01-20 TOTAL PROPOSED 27252 42 (AREA C) CODE OF DEVELOPMENT SQ. FT. EXISTING USE: 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 247,748 UNITS FOR AREA C 78 WATER SOPPLY PROTECTION AREA: NONE INDE O E SHEETS SITE AREA: 3.39 ACRESAREAC BUILDING AREA: 27,252 GSF BUILDING CONSTRUCTION (IBC): TYPE 2B DRAWING NO. SHEET NO. TITLE USE GROUP (IBC): B APPROXI No. EMPLOYEES: 38C-1 1 OF 15 COVER SHEET IMPERVIOUS AREA: 2.79 AC. PERVIOUS AREA: 0.6 AC C-2 2 OF 15 GENERAL NOTES PARKING REQUIRED: 123 SPACES (4.5 PER 1,000 GSF) SEE TABLE "B" TABLE "B" - 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. i TOTAL LOADING C-4 4 OF 15 EXISTING SITE CONDITIONS & DEMOLITION PLAN IMPERVIOUS COVER: 2.79 ACRESBLOCKDU/S.F. TIO 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 II DEPARTMENT OF COMMUNITY DEVELOPMENT C-6 6 OF 15 SITE GRADING AND UTILITY PLAN NOTES: 1. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THIS ENTIREIIIPLANNER/ZONING SITE IS PROVIDED IN THE HOLLYMEAD TOWN CENTER STORMWATER FACILITY 1C-7 7 OF 15 EROSION AND SEDIMENT CONTROL PLAN AND THE SITE IS LOCATED IN DRAINAGE AREA DA—A. SUPPLEMENTAL WATER IV ENGINEER 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. ARB C-9 9 OF 15 EROSION & SEDIMENT CONTROL DETAILS 2. FIRE DISTANCEWIS( PER 4006 GPM ® 20 PSI. FIRE HYDRANT, APPROXIMATELY 250 FEET VI DEPARTMENT OF FIRE RESCUE VII C-10 10 OF 15 SANITARY SEWER PLAN AND PROFILE 3. ALL VIEWS OF EQUIPMENT AND ACCESSORY STRUCTURES FROM THE ROUTE 29 NORTH EC ALBEMARLE COUNTY SERVICE AUTHORITY 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 1,=PGSF 123 243 +120 4 HEALTH: DEPARTMENT C-12 12 OF 15 STORM DRAIN PROFILES BLDG A BLDG A BLDG B UNIT 1—A UNITS 1—B TI -IRU 5-6 UNITS 6—A TNRU 8— 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 C-14 14 OF 15 PHOTOMETRIC PLAN 1 3—COMPARTMENT SINK METER SIZE: 1 " METER SIZE: 1" 1 COMMERCIAL DISHWASHER APPROVED 1 JANITOR'S SLOP SINK C-15 15 OF 15 LANDSCAPE PLAN METER SIZE: " by the Development Albemarle County Community Deevelopment Department Date 11161-260-7 File -sbe 2.00rw1 &'f 5 1te P I an 1 ADDRESSED ACSA COMMENTS JLC 11/29/05 o Y DAVI M. JENSEN No. 11 4 , 4i 0 ' { 4, fid' 1G IONAL A ENGINEERS SURVEYORS PLANNERS AsSOCIATES 14? Mill j.VA2 50RWW Road Ina2a .e.rim soZ ca.,.uk,vwn9oI rhmw. 434.582.61/5 moos; 434."4.zmo Ww. ;"e.n« DESIGNED PROJECT: HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 FINAL SITE PLAN REVISION NUMBER: 72ADDRESSEDACSACOMMENTSJLC12/02/05 3 ADDRESSED COUNTY COMMENTS JJK 1/19/06 DRAWN BY. SLC DRAWING NUMBER: C— 1 4 ADDRESSED COUNTY COMMENTS JJK 2/22/06 TITLE: COVER SHEET 5 ADDRESSED COUNTY COMMENTS JJK 3/23/06 REVIEWED BY. DW 6 ADDRESSED COUNTY COMMENTS JJK 4/20/06 SHEET NUMBER: 1 OF 157ADDRESSEDCOUNTYCOMMENTSJJK053006WWANUMBER: 204225.03 FILE NAME: 422503C-1 DISCIPLINE: CIVIL SCALE: H: AS SHOWN V. NSA DATE: 10/10/05N0. REVISION BY DATE NO. REVISION BY DATE Drawing Path: \\Cville—server\AutoCad\204225.00co Hollymead Towne Center Block 9\HTC Block 9 Final Site PIan\dwg\422503C-1.dwg C 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. 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 UFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTEDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL- ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN MAXIMUM 6" LIFTS. 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 698 BENEATH PAVEMENTS AND WALKS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT TO 90 PERCENT BY ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 4. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING. 5. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 7. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 8. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 9. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 10. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 11. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 12. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 13. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 14. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. ROADWAY CONSTRUCTION NOTES 1. ALL EXISTING UTILITIES WILL BE ADJUSTED TO GRADE BY THE CONTRACTOR. 2. STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH CAPABLE OF SUPPORTING STREET LOADING WITHOUT DAMAGING SETTLEMENT AS DETERMINED BY THE ENGINEER. 3. WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BY COMPACTION OR REPLACEMENT AS REQUIRED. 4. ALL CONCRETE SHALL BE CLASS "A3" UNLESS SPECIFIED OTHERWISE. 5. ALL BITUMINOUS SURFACE TO BE TYPE SM -9.5A (VDOT) UNLESS SPECIFIED OTHERWISE. 6. ALL BITUMINOUS BINDER OR BASE COURSES TO BE TYPE BM -25.0 (VDOT) UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN ON APPROVED PLANS. 7. ALL DETAILS OF PAVING ARE SUBJECT TO FINAL APPROVAL BY THE ALBEMARLE COUNTY ENG. DEPT. AND SHALL BE NOTED ON THE FINAL PLANS AND PERMITS. 8. CONTRACTOR TO GRIND OR MILL EXISTING PAVEMENT AS REQUIRED TO OVERLAY EXISTING PAVEMENT AND TO INDUCE REQUIRED CROSS -SLOPE. PROVIDE HEEL CUT AND SMOOTH FINISH SURFACE BETWEEN LIMIT OF OVERLAY AND EXISTING PAVEMENT SURFACE. 9. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 10. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT, FACTORY MIXED, QUICK -DRYING, AND NON-BLEEDING. PAINT SHALL MEET REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231. 11. HANDICAP RAMPS SHALL HAVE EXPOSED AGGREGATE DETECTABLE WARNING FINISH, IN ACCORDANCE WITH VDOT STANDARD CG -12A. RAMPS SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 12. ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATED SHALL BE AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 13. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. 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. 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 OEADATD END 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 1 C WATER METER 11 29 05DESIGNED FHS 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 LIGHT POLE TELEPHONE POLE, WITH GUY DRAWN BY. JLC AND ANCHOR 0- POWER POLE SIGN RIPRAP O IRON PIN A ^.:.: . CONCRETE SIDEWALK QNUMBER OF STANDARD PARKING SPACES NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHEET NUMBER: 2 OF 5 SHOWN MAY NOT BE USED. 1 ADDRESSED ASCA COMMENTS JLC 11 29 05DESIGNED01 r rW, 04ENGINEERS DA M. JENSEN No. 1148 dp A y OA 1 2 i+s G sloHeL A im SURVEYORS PLANNERS ASSOCIATES 147MERidpBmd 1(tte[a' I - P a mc v vd BY. DMJ PROJECT: HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 FINAL SITE PLAN REVISION NUMBER: DRAWN BY. JLC DRAWING NUMBER: C- 2 TITLE: GENERAL NOTESREVIEWEDBY. DMJ SHEET NUMBER: 2 OF 5 WWA NUMBER: 20422503 FILE NAME: 422503C-2 DISCIPLINE: CIVIL SCALE: H: N/A V: N/A DATE: 10/10/05 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\ 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 ofthe 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 oftheir 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 ofbuildings, 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 ofthe 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 ofTimb rv.00d 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 ofZMA- 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 tum lanes at intersections located in Area C pursuant to road plans approved by the Virginia Department ofTransportation ("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 tum lane and taper lengths will be determined with final road plans to be reviewed and approved by VDOT. C. Signalization at Timberwood Boulevard and Route 29 shall include reconstruction at the Forest Lakes Subdivision entrance location, as scheduled in coordination with VDOT. All tum movements shall be signaled at the intersection of Route 29 and Timberwood Boulevard, as approved by VDOT. The existing intersection exiting Forest Lakes shall be reconstructed to maintain the dual left lanes, the continuous right tum lane and add a through lane according to the final design in the previous paragraph. D. The Owner 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 tum lane starting at the right -in at the Northern boundary of TM 32 Parcel 41 A to the right -in at the Southern entrance ofArea C. E. Construction of one additional continuous right tum Northbound lane starting 1090 feet south of Timberwood Boulevard at the location ofthe 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 ofthe 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:. OV* W.WJ6 r;$: txoa lr,a Aw.io 3.b3 iii I, „sur eCDi ,rot,rwrep a ori Qt*w wOrft1 . i/I kir trmel:d.ata.;tppeayal 9frow }•ore baeu.aYM:Ned. '1'kail:.t sit. cues.lr:ts tl ieduiddr uieirOil4iri 2 1 w:ca agim+edpp6wdolbi a adr9beharfodntaiiuil it Mf r..Mli4a.1'>MeZ!!a i+r:eo a W as eq ed'81i` a i fsana U+1. . e goo low, wa aeM,a n • s+aa*Apiabi t die n7 1: pi0 1Aiik 1i>t tlill t'aa pZ ton e!h iitiva.n4lwureraa4+rcou la aao otd+aw#aoae ixre wew>m , 0. floras aval A r atyuie aon timoc i6iad acct. ZMA-01-020 Attachment E Hdb mead Town C ffft 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 ofthe 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 ofthese 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 ofthe rezoning and shall diligently pursue such approvals fcan 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 offunding 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 ofthe 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. Ifthe 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 ofthe 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 ofthe 25 h day of July 2003, by: Post Office Land Trust By B: r y' isrles'VV' quit, Trustee BEY •Z;.. Fns. ' , Trusfee W A DESIGNED J: PROJECT: IM HOLLYMEAD TOWN CENTER REVISION NUMBER: 1 ENGINEERS DRAWN BY: AREA EA C BLOCK 9 SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBER: DAVID M. JENSEN PLANNERSTITLE: 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'ssjo p ebOIWjMVA26so5 Phow WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: N A DATE: , NO. REVISION BY DATE NO. REVISION BY DATE NAL 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 . .. I}\ 1 \ 7' 1 ` I IL` f i I I ! 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'a r, \ 1 biA 00' 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. No. 114&} D, 0 I gI NAL $. k... I l 1 1 i 11 1 Curve Radius Tangent Length Delta Chord N 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 C1 1 100.00' 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 -- To-8-.8-6-1----f1-5.83, 16.47 32.85 10'2-7-'2 '1 32.80 S 55'26'56" W C20 670.00' 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 i-6 '7.57 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_.1 4 S 61'13'31" E C66 25.00' j 22.86' 37.03' 84'52'37" 33.74' S 14'53'47" E 25% SLOPE OR GREATER 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 DESIGNED BY: PROJECT: 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 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' L2 6 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'-0'2W 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 9DRAWNJLCFINALSITEPLAN 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' 10/10/05V: 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.6emcut B 1832'Par 413 Wr — _ 5— DB Y o I ` DavidT-umey AR FF- _ --Zone,.11C r .. CT10N & . TEMP OR _ D462-187- CONSTRv SEMENT 1 — — =- GR Afl1NG EA — — — — — — — _ \ U s • self -S TW 571.50BCD \ BW 558.00 ZONE: RA Mj/ cA L. r TOWE / Ag6SZZ01'19"ES3T0119E302. 6SNA- -- -- -- -- -- S42 32' 4 — — — — — E , ._. --- — — S. 6.585' C/O 0 50' I j INTERVALS S42 32 E — -- — 00 I & AT END OF I 318.47II I PIPES i 12'X25'- 1 MElLOADING— DUMPSTER WITH o BM _ SCREEN WALL BLOCKS I EX. 1C=537.45'f22 I I I PEOORAT y a iiUNDERDRAIg i_jorn ti I 6 I. s 6 Ap x iWD I g I ( I 10 r 0 1 12 ,2 I ORT.O_ OF LLU r Par 4 ID t2VZLO--\ 41-D T m LO TYPE 14 2 ' - j a Z pLO PARCEL I rOSTF.0 , 20 ACSA A BO I 13 I I +ANT ` •C I ,, SANITARY I ASSEMBLY s, I 7 ON. . 0 L,, C SEWER 6" GV 17 Q USE T*RU"T EASEMENT I " 5 O I'vl ERCIAN6GVFOR $-y. -US-E-. , RE LINE 04:z rl' 8 GV AND TYPE A BO BLOCK 7 C/O 0 50- I SSEMBLY AcsI I — ALS / I AT EN OF 6" TEE PIPES F M '6—A s:. I < X051 TH 8—A & EX. TC=537.98I _M I 6 J _ ZONE' cn I I 3 O —B y N 37 WgO o N q' 25 , 1 $ VACAN'T I ao EE 5 '-'fl' 6 O I I ` X 6?" ES 4. 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 op-, ;.'. , 4fP g0 0 650 ' 52'50 16 E 14D yy . ,L , /DJUS7 ANHO MISER, 5 / 0 t 2 'L° / %9VER TO /.' 9` SWLM Faci I ,. k ti ; • J' ti,b .. / ' ELEVAON Gj5 / V1 DO b° F / 1z' 4• 6' 8" WATERLINE 'C '° -y . 1 k0 . ' : : I 3'1 4 tib x x o' `O L,1 O00 .5 ' O ` Pte,. Z Zo `. ' %;` / f / ^ o' J p b•f31'47"W \y . •: ° J ti h1 , J . , % / ©.. 1' n 1.24' a+. ° •* / J , S' ti 2 .' , O r' a~ 20' ACSAwow ; o •.'. QS ,r ;/ / l isWATEREASEMENT1da.WAN Jv G f X6.20 IISsu, • .' by i /% q; ui 2 123CEOST '`' 1 N \ , r 2 6S L_4 .93` ' y CFF1POST04932E ; LAND TRUST 1 N 1&' L' , 8.00 ` f • TRUSTL I oEACr" `\ \ - '_ N50'41 X34 - Y , r' f , Cl d o \ 1 .r-_....'.... .fir. , , '.•'- a AR \ ..,, yi'r" O' ._ .....,.. •1 .0 j ` !/ gj e`'rA<.. BLOCK 8 O ^ t \ 65 asmwsuecxvrMe: v st Acs lam N, 2.04' 0 • l 0 IF THIS DRAWING IS A REDUCTION pos, Fj.(-E LA 1 ZON'F PD D CZONE . ,.r'"` ~ { .:' GRAPHIC SCALE MUST BE USED VACANT r !1 • I:. l oAl E:"'`ANT Lot t*' SCALE: 1 " = 30' 0 PDM --M( ZONE n 30' 0 30' 3Cl A. f ^ I :.t o t-ISE- CON x r , 2 ADDRESS1 ED ACSA COMMENTS JLC 12/02/05 ACSA COMMENTS JLC 11/29/05 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 PLAN5ADDRESSEDCOUNTYCOMMENTSJJK02/23/06 REVIEWED BY. C— 5 6 ADDRESSED COUNTY COMMENTS JJK 03/23/061 o No. 11 ASSOCIATES DMJ 1* 147Mill R Road 140zcs .raoc SHEET NUMBER: 7 ADDED BUMPER BLOCKS JJK 04/20/06 '4 Cs rK T4w2 CbMICO ft VA 22"1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: rnoe 4sai6ns ems: 434."4.2700 H: 1 "=30' NO. REVISION BY DATE NO. REVISION BY DATE • NAL ,.. nd 204225.03 422503C-5.dwg CIVIL V: NIA 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' 1 I I 1 l I j ' 1 I 1 ' +' + + + r r`3T r 41 1 {' i j I j I I i j I 1 1 1 1 11+1 111111 110 1 I I 1 1+ 1 11 1 y 1 1 1 l co -.. 1131 ` joso h- II t I 1 / 1 I } 1 1 1 1 1 1 t 1 y 1+ l IW// I 1 1 I I ) 1 1 I i+\ 1+ 1 1 1 1 1 1 1 1 I 2'1'l - I_ / 1 1 1 11 - J I I I /.1 1 1 -,-.L 1 1 I 1 1 I I , , l 11 / 1 { 1 1 1 1 1 1 t l l t y I l / eravi. Turh i 1 1 1 OR CRY QE I / 1 + 1 + 1 1 11 y y 1 Ied: Zon N& 1 _--- I 1 1++ 1 1 11 1 1 1 1 1 1 I%1!!CONR>JAsEMEN I I 1-- r ` I ~ + i 1 i i 1 1 } t i ° `LDB `a pidt I ! I ! I G E L-- I 1 \, 1 V 1 J s ° Se It tovagizl , rW 571.50 1 1 / GR AD I_ I I + 1 1 1 1 1 V I 1 \\ Cd BW 558.00 1 Ot E 4, 1 ! ! / t 1 I C1- • / 1 _ r / 1 g86 8Ar 18 ! JI I / + 1 ` 51\ ---- ___ - _ ------------------- if Tor/_ W R S$7'bl'A19pE/" E 1 1 i 542 32!_ 45 PIPES X25__ O I / 1 I Ir LO.ADING\ WITH/' o 1 ! I I B 7.4 MPSTEf / / iI I Mg \BUM1 / I 1 I LX irC 535hI1yI 2 i S SEEN WALL BLOCKS 1 PERt'ORAT \\ 1 t I 1 1 1 t l I t f l l I i UNDE DR 11 11 f o I I { 60 Arel- 1 i ` / I i I 1 I 11 r 6 N ! 10 OFN // 1 / / // / //i // //,/ _ / \ ,/ / / j I I II 12 1 12 1 t ( I I 7_1 I 1 1 t I l } i I l { 1 1LLU10 10 L( ar 4, 1J41 -D 2 2 I / 'ClI 1 I14I / - I I / / /l // / cn I 1 TYPE / 1 1 D 1 r 1 11', I I/ 20' 1 S/A I ABO / / / 1 11 1 I / / 56 .0 Z'.. 1 1.1 I \ \ SjA I RY / I " EMBILY 1 I / ,,E :C. I ! i • 1 1:111 /` ` /' 1rl1 WER I 1 1 16 I GV / 17 i I I . gt 15 1 1 I / f ! / . I Y A.) ) IS HNT I / 5 0 \ / I -i I" 101"N. LjI" / 1 1 / I t .1 I I $'S g0 1 / \ I / I I ! I 1 , I 6 G 6R 1 ao 1 I I / Lr) FIRE ILII E/ t ' 11 I I ' iry `n I I I 111 I` I t 1 8" GV I AN TYPE A B\\ / r 1 I 1 d l l l t 1Il11flI / / t 1 I 1 II 0 1 4OLy,/ 1 ! 1 I I i ` 1 1 I ` / 0 P 5 1 I N SSEM1371, 1/ 1! I! , I / / 1 1 // IALS11I ! 1 / ! 1 1yll1 \ l I I I / 1 / I I Ii1111I/ & A EN OF t i I M i1 BM 1 \ i! l 1 tl I 0 9r.: 1 ! l ( 00 ! I III I / 6 6P PIPE I F 6l( t N / p I I I 1 / DA I, , y I 1 THR 8- & / I \ \ /! ! /, ` i I g I 0 I ' / / / 1 i / ! / , E. C 537.8 \ Iti 11 1` I \ \ I ZONW*' C l / 1 / I # 1 { I } I 6-B THRU / / b 1 / / ! I z / \ I I 1 1 \ 1 '._ I l I cn I I1. 3 O I I { -B I / A 1 N 1I I \ \ I I, ! 1 I Y o S 1 r h / , I / I 1 \ + 4' 2 37 W i• 1 \ t \ I _,, l ! 1 I / l / to I Ilt, INT1 I 11 / • : s j 6 1II \ 6 /. / • / // // iplw / / 1 / / I 34. 160II \ \' / / ' j F // / / // .p I - / /i / •- ,' \ to 0 1 l " X Q.,3 1 \ _ f \ 1 , / ! / / / / 1 / // / ! I \ ( I I ! '\ GV REA-U f / :`Lj Sr b 5 If x. If b 1 1 _ \ ! .• \ `• / / I / ! 1 I I 1 ! } l \ { Q / / h0. A '(E </ I 1 / 1 / ,p' '`' b / - •/ /I :' I ,..- f1.-. . I I \ \ \ # I 1 + I 1 J .'. • 8 / ` \ " / / b 'SL Z \ ti 5\' / r \ ,'- µms\ ' ' r- I 1 1 i'\ O\ ate.• / \, / 1- / l ..•'` \ ,,.• -- y~ ,,,I,... ... l I l I 1 / /r / l l t 'i / 6, 1 I 4 11 1 !1 ) \ I \ PLUG G- ; s+, 1 ! r ^ \I / i / / / rf / / / / / / 11 • P) \ 15 ` F / F. I ' • . -/ ' /' 1 1 1 \ ti V l R ti ;: 1 \ ! / 1 1 1 ,// / / / // 1{ , 11 // /' p9 Q •, / \ I yF4 5 / •0 / ,•,.• J/.h Q / _: ,\\ , r ,,; I -: \\ 1 51l / \ ^h '3 I / J / o Ik h, r \ f -' I /A . t / / / i+ / / / / / I i/ / / Q 2 f o \ J I \ _ / I 1 I / 50116E 6 c I i I I t MANH •9ISER \ i / 9 /•. r l: /al ' 1 % o / &' . C V TO ! t PO\ / .: ' : /,h / / ,, r ; 4LEVATION 1•, I o // / i y ."' f %•' I r \ 1 1 I I I i i`•>... / \ c = r # f \ I I I CI' / f 1 / " I 8 WATERUNE l / - . - 1 \ I 1 16%Q 1 1 i r 1 1 \ / / d' / Ox / / / ?:/ 2° / / i' ,\` I i 1 / N to 1'47» / 1 C 1 1 ° ' f.' , \ ' l • ` i• I I I 1 / I 1 I tiP ti o //,`h 1, ` 1 1 I?\ e low 1.24 \ 1 s 1 ti h / \ / ;. f ,,' 11 1 1 • 1>n. I . I •. I` ! III I l I // / .•` y i 1 z\ : I I 1 / f / / Jam' ..°. /\ \ > 1 oJIt } \\ 1 I / i \ 20' ACSA h / / b / i / _ : , - \ I 1` 1 J I 1 1 1 l t _/ \ , ?~ , / c •' • S /1 \ O': 1' 1 (...1, I.. ; I I I :• r / I / I 4,:/ WA'YFR EASEMENT ! / - I \ _ _ - - / J / / \ Q Q ' ' , 1 i I : I ' I I I / i 1 \ 1 f 1 1, d's • r ' ' 1 I 1 . ._ I s ' ,. 11 1\ \\ \ I 11 11 \ \ \ i ` _ \ 1 i = . • \ ` ` ` ..... ., G ..: t \ S ,' ; \ \ :' / ` .\ ' • i I I '. 1 I F. t ''. / ! ! 1 ! LX Offff I / 1r` ' C/2 h it 2 _ j' ` + I / P / / % , 65 ly 42.9__ __..._-/ \v ict1 , i I I / l I / N ! / i S'` t ; >' ,1 \s %' \ ,`,: 1OST OOSF1 } LNND TRU I / w l`/ l / ' .: i r : - „ . 35 49 2 E :; fib` . 'S' I l 1 t •\ 11 f / U / N / k ' 1 •', \ „r: _. '.' : `' \ 8.00 ' ls i` I NDI " , i : ' l` 1 OLAsl I I }/ 1 1 i\ I / / l \ f -t/ A /1 :,.,_\ t + \ ) / :tom+- I \ I / / I I 1 \ s \ \ N50'4 Rtock0 ( I / / \ 11\ 4 / /'• • I -F-ti' ° . _'\ \ I ! 1 :1 1 I v- ` I w 1 I/BL 1 1 1 i I 1 \I 1' "" j O -• '".°_..... "' ...•.. f\ I EI I I 1 I I : I \\, ,\ 1 I \ I / I I t \ h \ \ fi\ 1 0 t 1 I l I \ _ I I 1 1 1 1 1 1 J 1 - h o ..: l l s r ; ;' ' I Ln2.04 I 1 11 1 I I I \ \ 1 0 \ ` ~' :. ,•3S: } 1 1' s vu iRUc,,. ' {:<:' Sj l ' 1 I 1 i,.'..\ _...I IF THIS DRAWING IS A REDUCTION yy 1 1 1 0 I I ! ^ `, \ - \ `' \\ 8 ;1 1 # i I I I 1 -- \ \ \ \ ZON -'• 1 1 0o I o .:.., . ;, , 1 + \ •Q o 1 GRAPHIC SCALE MUST BE USED 1 1 1 t\ iI 1 1 1 u I \ ! \/ ?<' :•i _I h I # ' t ' I 11 I 1 i 1ONNECTTOEXISTING11'OP OF II \-/ T1 1 I _ I• \ \ Y I ( n•o S` \ '' / ` t• K', 1 1 .+.•ILj 1 I I<..•:.. . \\ _ - PAVEMENT, CONCRETE DEW I D : IVA y 1 1 - ..\ ti \ ` SCALE: 1 30 CURB AND GUTTER )N' LINEA I }E '' 1 1 1 1 a r j \\r r" / 4, \: r, \, < p7 ;: •, # 1 III 1 1 \ l -, { \ r, i \ ,'` •,• , A 1 1 I 1U - ° I ,.. GRADE. PROVID i31v100TH TRA I QN I 1 1 1 I > I ( ' '\''\d f + f C \ AND PfC dIB POSITIVE DRAIN1, x \ / I 11 1 I I 1 1,\O 1 (\ (, \ /' 1 1 1 \ \ \, .., t _i ILII #I / III l t 1 \ / , r \ y L, + 1 } I # 1 1 1 I \ \ \ -, _ 30 0 30' I 1 1 I 1 1 1 \ // / 1 Y. •r I 1 1 I I l \ \ 1 \\ ' • I I \ i 1 1 I \ / / / I \ ^j, \ I i 1' 0 1 + I \ \ 1 '\- 1 0 0 1 •` I III1\ / 111 \ I I I I I / \\ " kj 6 fir/ : • ,:; "'' ". 1 I \ \ \ ! \ \ \ _ 111+\\ ,' --- !!! r I I II / 4ii• . 1. \ 1 ink ADDRESSED ACSA COMMENTS JLC 11/29/05 8 REVISED GRADING AT WATER QUALITY SWALE "A" JJK 04/20/06 SH 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' DW HOLLYMEAD TOWN CENTER g ENGINEERS DRAWN BY. AREA C. BLOCK 93ADDRESSEDACSACOMMENTSJLC01/16/06 , SuRv>EvoRs JLC FINAL SITE PLAN DRAWING NUMBER: 4 DELETED INFO ON TMP 41-D JJK 01 19/06 \ DAVID M. JENSEN > PLANNERS TITLE: SITE GRADING AND5REVISEDGRADINGJJK01/25/06 6 ADDRESSED COUNTY COMMENTS JJK 02 23 06 ,0 No. 1 ,a REVIEWED BY: — j o ASSOCIATES DMJ UTILITY PLAN A 147 Mill RidpRoad Id02c, icrPlm SHEET NUMBER: 7 ADDRESSED COUNTY COMMENTS JJK 03 23/06 s G Iy„ad, vwz4sm cmlaneirftVA2MI WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: ORAL 422503C — 6. d w 6 of 15S! Phone:431.ss2b175 Phox:434.984.2'= , N0. REVISION BY DATE NO. REVISION BY DATE "'a"°•"°°'tla'°" 204225.03 9 CIVIL v: NIA 30 05 Drawing Path: \\Cville-server\AutoCad\204225.00co Hollymead Towne Center Block 9\HTC Block 9 Final Site Pian\dwg\, 4 ` I / 11 i 1 1 l 1 l I I t I I I I I I j I I I / I ---_ NOTE: CULVERT INLET PROTECTION 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 sold- _ - - 1 1 1 1 I 1 I I 1 I } I - S F _ _ _ _ I I I I I + / ( — — — — — , — ! IS TO REMAIN IN PLACE UNTILrJI I 1 / BUILDING A IS COMPLETE AND THE11111111II I I O I TW 571.50/ IGRA0*1G EA rI '' 1 1 1 t 1 l 1 I I } 1 \\ {) I \ I { ' BW 558 00 / / PARKING LOT HAS BEEN I I j J 1 6 / } } 1 } 1 } I I _ _ — _ -- \ I STABILIZED. UPON STABILIZATION 5° g 592 p I I I MITI { 5 O - - - -p$' '\ _ - - - - - —` - - - OF BUILDING A & THE PARKING I I !\ } } 5 5 - - '1`" h \ ----- = -------- J AREA, THE CULVERT INLET 84 5 8 i I -'-- -5-- -- --_-- - 1 PROTECTION FOR THE CULVERT TO 5 5$ T01' l E 3 ` - _ . - EX ST -54A IS TO BE REMOVED S42 5 T ' - `` - _ — --- — -I- -/- /_L/ — — — — — —AND BUILDING B IS TO BE CONSTRUCTED. 1 { 542.3 /45"E -( frt — i `_ 4 - IN TE ZVAL-S— A7-Et4D OF PIPES 1\2X25 - t LOADING\ `o — ' DUMPSTE WITH SaREEN WALL BUM I ! I I I I I F r " / BLOCKS 1 IUII \. \ \ , / i r / / 1 \ ' - / ' / / \ \\\\\-- '''\ ' /' I \ IN, I1I \ ! / / 1 \ / / l 1 I 1 I I PERFIORAT l I+ // 1 I I i 1 /// / 1 1 I / / \ I i uNDEI DR 4. NQTE: FUTUkE /ROOF / D C 1 D*NAGE Td BE / I I Q C. DIRECTED 4 PER j I h 10 1 1 J N / \PORTION- OF WATER 12 1 12 C I - /\, / 1 / / / / / \ // // - - I Q\tJ 4tIlY SWALE A / / / f I I 1 / / t 1 a III I 1 1 I .I j // / / 'M / / h - 10 0 ! I / I I O I i I l I 1 it I / / / / / / / /, / / /// , _ - - , / _ \ / ) I i- 46 AC. / / I , 1 1 I / / / / / C=0.9 + 1 N II 1 /! / > 1 j / / !/ ( / I/ I V I I f TYPE / I 64 I 1 / I ( / p' A A A BO 1 56 .0 1 I ! I + NC! IRY ' ) fA SEMBk4 I 1 I 1 C ) i j i I 1 I I I I A 11 11 I / / I \ q I Lam: 1 / // / r l l SEIWER ! I 16 I GV / 1 1 1 I ! PIS$ EINT 0 / IMC. , I — 10 C L27 I P I I V I t 1oIIUn 1 1 o I , N ,. I 'I \ / SF / I I I} 1 1 1 ,: GI0®5 1 1 ` J_...1 ! 1 I l I ! ,n 1 ,n 1 1 1, 1 1 1 VAN I I I 1 AIE OF _ co 1/ 1 co II l rn / 6 X6t, E T 1 \' ._..L :/ 1 tl 1 I `• \ \\ / ! / / /l f /! I 00 I I 10 -/YR WAFER UR EV T• \ \ f/ I l 1 \\ \ \111 75539' N44'37 W 4. I00 / 1 1 \ 34.74 n I \ QAIo 1 , 1 . Q 1 / 11 ! i I / 1 / l l / //i l :•r s :,¢ ; ( • ,l s >,..• , m , ,fr•• AN - /552.03 I T -7 T r... 1 1 I I C 0- l ;".1 /00. 1 •. / /°` ,' / 1 I '` ;-- X 1 } / \ \ \ _ / I I I l I / ! t l l .,,) 1 .; \ . • . - •. -1• \ I ti I ,,: . . , / ' 2 _ \-' ;` . - 1 NV. -1 I - 8" P G / \ 41 I ny 2• l ` • \ 1,` ,,- ' . _ 00000, e% 016"E 1 2.52 \ I ? \ I xq /' ' r ti \ •% / i 1C I / i/ / l 1 / I % Q• 9Q / / I N +/ ti` l , , / •ti \\ A S. ;' HC4L,E RISER, i I , I / 1 I \ G \'00wY \ / / ,t;2j / a d I P A:" & CQvE(R TO I . I `' ! \ Imo' Q• I N 1 ' '` tii o / , .. a.;' / b ,, / ,'j ` ELEV ON 1 X55 - - cA. I I oy- / I I P / / \ / I 57 .5 /.: / `°o' " j f I Y I f J r J• \\ i!_ g INE 75. /. .• / ,/ ' / / / ' .; ' ,.' •t .`' `ter o `. ' \ ;f ! .I / \ 0 WATERL4 J S 7 040 I o p po \ • . ' ' 'P ` / / °R / `. :. ' 5' ` ,,. \.' // - •. ! \ ` Z• . I Is''1 I j J (j 0 / / • 1 i / / / If 3 1'47"W oi- I • \ I I l 1 , S t y /: / / i r / 1 / d'o J . Vie. .,/ o / " I 1 1, . I I '''°GI I / / 1 ,\ 24 t i \ ! / 1\ I. 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I I I I I I { 1 t v t \ \ \ \-- 1 _ OA TO IOP 1= 2E80 Ct.. 1 \ , I \ f \ o \. 1 + I i , 1 1 1 I \ - _ , - - - - 1 \/ r IiII / III I 1 I CIIP 1 \d" + 1°:,J'4,_--- c,IW- ; IN '- :08 I 58.38 I \ 570., \ ; +.+ G $ IIN', INI 1 02' 43 ) 1111 \\ \ - - - I !I I I I I / / h-6 ic,, '`e j- 4' o + I 111 \\ J 10 YR }NATE SURrFACE h h' Lc, ^ \ ` ,.. \ ELCV. 578.80 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' 30' 0 30' 1 s ADDRESSED ACSA COMMENTS JLC 11/29/05 8 ADDED WEIRS IN WATER QUALITY SWALE "A" JJK 05/30/06 O DA M. JENSEN Up No. 11484 0, /do #t 8 oxeL AN ENGINEERS SURVEYORS PLANNERS AsSOCIATES 147 Mill RidrRmd 1• w2C3roonhritxPlue Phow.43U. SILyncbbw& VA 24502 Fbow.e434.,Vwnsol Phone: 434382.6175 P6ox:434.984.2700 w. W •w waaociates•net DESIGNED BY: DMJ PROJECT: HOLLYMDE AD TOWN CENTER A r'A C. BLOCK 9 FINAL SITE PLAN REVISION NUMBER: 8 2 ADDRESSED ACSA COMMENTS JLC 12/02/05 DRAWN BY. SLC 3 ADDRESSED ACSA COMMENTS JLC 01/16/06 DRAWING NUMBER: C — 74E&S REVISED PER EX. CONDITIONS JJK 01/19/06 TITLE: EROSION AND SEDIMENT CONTROL PLAN REVIEWED BY: DMJ5REMOVEDSEDIMENTBASIN & REVISED DRAINAGE AREAS JJK 03/23/06 6 REVISED CULVERT INLET SEDIMENT TRAP TEXT JJK 04/20/06 SHEET NUMBER: 7 o f 7 5 WWA NUMBER: 204225.03 FILE NAME: 422503C - 7. d wg DISCIPLINE: CIVIL SCALE: V N/ A30 DATE: 10/10/057REVISEDCULVERTINLETSEDIMENTTRAPS, ADDED NOTE FOR BMP JJK 05/19/06 NO. REVISION BY DATE NO. REVISION BY DATE Drawing Path: \\Uville—server\Autocad\ZU42Z5.UUCo Hollymead I owne center tsioCK V \H I U MOCK 'd r inai Jlte Tian \awg \,4LLw,)u— / .awg 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. 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 IFILTERED 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 VEHICULAW 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 ARB 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. 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] TEMPORARY CONSTRUCTION TR CE 31] TEMPORARY SEEDINGFSILTFENCESFXX -X 3.07 RM DRAIN INET PROTECTION IP DESIGNEDMJ: BY: 3.08 INLET PROTECTION C I P NARRATIVE REVISED 3.09 DIVERSIONIVPO DIKE STONE C-QNSTRUCTION ACCESS -\ STONE . 0ONSTRUCTION ACCESS '-.. MUSTMOM FULL. WIDTH OI' INIGRESS AND EGRESS OPERATION 2x 3.11 DIVERSION AY RWD JLC 31] TEMPORARY SEEDING TS 3.32 PERMANENT SEEDING P$ O j'X D D M. JENSEIN ' No. 11 OT Q 9s d jORAL ' 39] DUST CONTROL DC DESIGNEDMJ: BY: 3.35 MULCHING MPJ 2 70' MIN. 3" $M -2A ,ASPHALT TOP CQI;JRSE MI4..2 f A AGGREGATE BASE 74' MIN. - ASPHI&T PAVED WASHRACK 2u 4 2x'. 2% 17' MIN: 1 LO -*---POSITIVE DRAINAGE TO SEDT. WENT TRAPPING. QE 1C.E x ExI5'TING A MINIMUM WATER TAP OF a IS REQUIRED W!,"`H A . MINIMUM WASH HOSE DEA: OF 1.5. PAVED CONSTRUCTION ENTRANCE 1 EDITED EROSION & SEDIMENT CONTROL LEGEND JLC 01/17/06 O j'X D D M. JENSEIN ' No. 11 OTQ 9s d jORAL ' m ENGINEERS SURVEYORS PLANNERS ASSOCIATES 147 Mill Ri*Road MGreenbrier Place Lynehblr6,VA24502 cs.IeaerlaavArnol Phone: 434.582.6175 Phone: 434.984.2700 www.wwassociates.na DESIGNEDMJ: BY: PROJECT: HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 FINAL SITE PLAN REVISION NUMBER: 2 NARRATIVE REVISED JJK 01/19/06 DRAWN BY: JLC3NARRATIVEREVISEDJJK03/23/06 DRAWING NUMBER: C-8EROSIONEROSIONANDSEDIMENTCONTROL DETAILS AND NOTES REVIEWED BY: DMJ SHEET NUMBER: 8 OF 15 o .a..... WWA NUMBER: 204225.03 FILE NAME: DISCIPLINE: 422403C-8.dW9 CIVIL SCALE: DATE: H: ' „= 30 ' 10/10/05V: N/A n re__. e•ei_ n,__\ AnrfGnzn NO. REVISION BY DATE N0. REVISION BY DATE urawmg rulLn; M: %'Lv'tLLJ.vv%;v nvllyl I Icv%j Ivor Ic ulv%.n " N... v 4.v . v ...- -. . ..... .... y N . .-.-.-. . • -•• y Drawing Path: M:\204225.00co Hollymead Towne Center Block 9\HTC Block 9 Final Site Pian\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 stoNAL611rmnr4MM` ENGINEERS SURVEYORSiPLS AsSOCIATES Lyae6bar,tp24M c•1d 0mvftVAZW1 WWWV: DESIGNED BY PROJECT. HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 FINAL SITE PLAN REVISION NUMBER: 42ADDRESSSEDACSACOMMENTSJLC12/02/05 3 ADDRESSSED ACSA COMMENTS JLC 01/16/06 DRAWN BY: JLC DRAWING NUMBER: C— 1O 4 TOPO REVIISED TO MATCH EX. CONDITIONS JJK 01/19/06 TITLE: AND PROFILETARY SEWERREVIEWE OMJPLAN SHEET NUMBER: 10 O F 15 WWA NUMBER: 204225.03 FILE NAME: 422503C-9. d wg DISCIPLINE: CIVIL SCALE. H: 1"--50: 1 =10 DATE. 10110105 NO. REVISION BY DATE NO. REVISION BY DATE w i w ii rifi Ill• i;i/IRI d'I Tliii Fa ITf1 If 11wFw y:m,5 r s' lam..L=P-m•T 11Wm mm w• lw F ., MRs= NOWALi 1 ADDRESSSED ACSA COMMENTS JLC 11/29/05 Qp p DAVID bl. JENSEN 9 d No. 11, 10- jtvlTob 1 stoNAL611rmnr4MM` ENGINEERS SURVEYORSiPLS AsSOCIATES Lyae6bar,tp24M c•1d 0mvftVAZW1 WWWV: DESIGNED BY PROJECT. HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 FINAL SITE PLAN REVISION NUMBER: 42ADDRESSSEDACSACOMMENTSJLC12/02/05 3 ADDRESSSED ACSA COMMENTS JLC 01/16/06 DRAWN BY: JLC DRAWING NUMBER: C— 1O 4 TOPO REVIISED TO MATCH EX. CONDITIONS JJK 01/19/06 TITLE: AND PROFILETARY SEWERREVIEWE OMJPLAN SHEET NUMBER: 10 O F 15 WWA NUMBER: 204225.03 FILE NAME: 422503C-9. d wg DISCIPLINE: CIVIL SCALE. H: 1"--50: 1 =10 DATE. 10110105 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. l I SUM 0"! ttttttttttLR i{. t.t 7tt l lG11tt1•5 = VA m1 Q t"7 1l G—Irt•itt It 4t 1 0- NEOLS On 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?! f,l f l t7\ •' A1>lq l l !'Cii:1l! r1 i>!l i 1 -a Ll iCSm= 11 Lt:1- i!>•1i t1i 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 /29/05OF DESIGNEOMJ: PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: 2 ADDRESSSED ACSA COMMENTS JLC 12/02/05 ENGINEERSAFJEA 4 3 ADDRESSSED ACSA COMMENTS JLC 01/16/06 j j SURVEYORS DRAWN BY. FINAL SITTEOPLAN9 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'heef/ 1 Lyndibmg,VA 24502 chnl.;a VA&m1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: s Phone: 434.582.6175 Dhow- 434984.27M H: 1 "=50' 11 OF 15sONALWWW.Wwasmiales.mt 204225.03 422503C-10. dwg CIVIL V: ? = 10, 10/10/05 NO. REVISION BY DATE NO. REVISION BY DATE Drawing Path: M:\204225.00co Hollymead Towne Center Block 9\HTC Block 9 Final Site Plan\d, 4+00 3+00 2+00 IN21111 ultluu ADDED STRUCTURE TYPES JLC 11/04/05 2 ADDRESSED ACSA COMMENTS JLC 11/29/05 3 ADDRESSED ACSA COMMENTS r 12/02/05 620 ADDRESSED ACSA COMMENTS 620 600 600 620 JJK 01/19/06 6 ADDRESSED COUNTY COMMENTS JJK 03/23/06 ADDRESSED COUNTY COMMENTS JJK 04/20/06 NO. 13Y BEPWMN- D-4 D1- I m 565.00 561.16 558.00 10.13 1511 MPE D-3 DI -1 na 574.50 571.40 590 590 15 11 MPE D-2 DI -3B L=12.0 564.50 557.97 590 555.67 555.42 9.12 1511 RCP D- I DI -3B 552.50 552.25 i to 15" RCP f i- --- ------------ ----- - --- ---- 8.57 610 610 M14-1 610 580 580 580 4_PjATENMGE-S--SHALL- P I 1 554.15 551.15 10.11 15 11 RCP rM IR" _Wx 570 570 570 UK W L ONS, 600 I ---------------- . ....... . 560 560 600 600 ff---- -- ------- 4M - - - - - - - 550 m =. t --E 5 50 4 540 a- CL 540 590 540 590 7 590 LQ 530 530 05.1 %' Te 530530 4+00 3+00 2+00 IN21111 ultluu 0+00 1 ADDED STRUCTURE TYPES JLC 11/04/05 2 ADDRESSED ACSA COMMENTS JLC 11/29/05 3 ADDRESSED ACSA COMMENTS 620 12/02/05 620 ADDRESSED ACSA COMMENTS 620 01/16/06 5 620 JJK 01/19/06 6 ADDRESSED COUNTY COMMENTS JJK 03/23/06 7 ADDRESSED COUNTY COMMENTS JJK 04/20/06 NO. REVISION 13Y BEPWMN- D-4 D1- I m 565.00 561.16 558.00 10.13 1511 MPE D-3 DI -1 na 574.50 571.40 570.00 4.87 15 11 MPE D-2 DI -3B L=12.0 564.50 557.97 590 555.67 555.42 9.12 1511 RCP D- I DI -3B 552.50 552.25 t ------------- ------- 15" RCP 610 8.57 610 610 M14-1 610 563.51 551.35 580 4_PjATENMGE-S--SHALL- P I 1 554.15 551.15 10.11 15 11 RCP rM IR" _Wx 570 570 UK W L ONS, 600 560 600 600 600 ff---- -- ------- 550 m =. t --E 550 5 A' 9 C" -I'm 540 a- CL P - ----- - 590 4-- 590 590 590 LQ 530 s 530 05.1 %' Te 520 520 40-- 580 F 580 580 580 0 -cr510 510 i 7 t QQ6 500 T 500 E 570 570 570 570 560 560 8!!--RCR 560 560 I A207 550 550 550 550 Ln - ----- A ::- 540 540 540 f- R-E 7 530 530 530 530 t- 106 to 520 520 520520 NOTE-- S' I a PI .0 --C-vw Z_ AWT'jjRE'Sr-rSTr 510 510 510 510 0+00 1 ADDED STRUCTURE TYPES JLC 11/04/05 2 ADDRESSED ACSA COMMENTS JLC 11/29/05 3 ADDRESSED ACSA COMMENTS JLC 12/02/05 4 ADDRESSED ACSA COMMENTS JLC 01/16/06 5 TOPO REVIISED TO MATCH EX. CONDITIONS JJK 01/19/06 6 ADDRESSED COUNTY COMMENTS JJK 03/23/06 7 ADDRESSED COUNTY COMMENTS JJK 04/20/06 NO. REVISION 13Y DATE 0+00 1+00 2+00 3+00 NO. i REVISION I BY D I JENSEN 1'p No. 11 4rf C MAL 1+00 Strwture Desuption Length Rim Invert In Irwert Out Slope (%) Ren-orks Number Elevation Ott Outgoing Pipe) D-6 DI -3B L=8.0 582.85 m 576.97 2.77 15" RCP D-5 DI -3B L=8.0 582.50 576.25 576.00 5.29 1511 RCP D-4 D1- I m 565.00 561.16 558.00 10.13 1511 MPE D-3 DI -1 na 574.50 571.40 570.00 4.87 15 11 MPE D-2 DI -3B L=12.0 564.50 557.97 590 555.67 555.42 9.12 1511 RCP D- I DI -3B L=8.0 1 562.50 552.50 552.25 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 563.51 551.35 580 4_PjATENMGE-S--SHALL- P I 1 554.15 551.15 10.11 15 11 RCP IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 11" = 1 OR 10, 0 10' 50' 0 50' HORZ: 1 " = 50' A GIN ERS mi, SURVEYORS PLANNERS AsSOCIATES 0+00 DESIGNED BY. DMJ DRAWN BY. AC REVIEWED BY. DMJ 1+00 PROJECT: HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 FINAL SITE PLAN TITLE: STORM DRAIN PROFILES REVISION NUMBER: 7 DRAWINC NUMBER: C-12 SHEET NUMBER: 147 Mill ltidp ItMA 1402 Cyreenhft Pb= Lynd6w& VA 245M ChIT1042mille, VA 22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DA E: Phone. 434.S$16175 Phone: 434.984.2700 H: i Pp =50' 12 OF 15 www.wwusodates.net 204225.03 422503C- 1 l.dwg CIVIL V: 1-_10, 10/10/05 Drawing Path: M:\204225.00co Hollymead Towne Center Block 9\HTC Block 9 Final Site Plon\dwg\422503C-12.dwg 610 610 600 600 590 590 YD-, M k -S Fp 4- dLDN_EEN_.VW.ER I INF AN STORM- -DRAKAGE- 580 4_PjATENMGE-S--SHALL- P 580 T 570 570 UKW L 560 560 ff---- -- ------- 550 m =. t --E 550 12 9 C" -I'm 540 540 P - ----- - 4-- 530 530 05.1 %' Te 520 520 40-- 0 -cr510 510 i 7 QQ6 500 T 500 A GIN ERS mi, SURVEYORS PLANNERS AsSOCIATES 0+00 DESIGNED BY. DMJ DRAWN BY. AC REVIEWED BY. DMJ 1+00 PROJECT: HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 FINAL SITE PLAN TITLE: STORM DRAIN PROFILES REVISION NUMBER: 7 DRAWINC NUMBER: C-12 SHEET NUMBER: 147 Mill ltidp ItMA 1402 Cyreenhft Pb= Lynd6w& VA 245M ChIT1042mille, VA 22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DA E: Phone. 434.S$16175 Phone: 434.984.2700 H: i Pp =50' 12 OF 15 www.wwusodates.net 204225.03 422503C- 1 l.dwg CIVIL V: 1-_10, 10/10/05 Drawing Path: M:\204225.00co Hollymead Towne Center Block 9\HTC Block 9 Final Site Plon\dwg\422503C-12.dwg 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 kk7.57 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'TITLE: N . 11484 NNERS REVIEWED BY: PHOTMETRIC PLAN C- 14AssocunsDMJloSHEETNUMBER: rD 1171 dad 14p2ameotrierrdoe WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 8l A16 1 +3. 00 204225.03 422503C-13.dwg CIVIL H: 1"=50 10/10/05 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 h0lcoililliI , 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. SQ. 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. 22901Y 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 ;` j ` 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 MAGISTERIAL DISTRICT: RIOiSAGr} S BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED -- T; ; L `, Y ;' TAX MAP REFERENCE: TAX MAP 32 PARCEL 41D ZONING: PD—MC; ENTRANCE CORRIDOR OVERLAY DISTRICT BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED a. 6 vAr DJYAY YARD REQUIREMENTS: THIS PLAN IS IN CONFORMANCE WITHcl ZMA 01-20 (AREA C) APPLICATIONBLOCKVIIINOSDPSUBMITTED76,00 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 UNI PROPOSED USE: COMMERCIAL/RETAIL120 WATER RESOURCE. AREA: COMMUNITY DEVELOPMENT AFOOTAGEFORAREACFORAREAC 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: 38C-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 ACRESBLOCKDU/S.F. TIO 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: DEPARTMENTDEPARTMENT OF COMMUNITY DEVELOPMENT C-6 6 OF 15 SITE GRADING AND UTILITY PLAN 1. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THIS ENTIREIIIPLANNER/ZONING C-7 7 OF' 15 EROSION AND SEDIMENT CONTROL PLAN SITE IS PROVIDED IN THE HOLLYMEAD TOWN CENTER STORMWATER FACILITY 1 ENGINEERAND 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 ECVIIALBEMARLECOUNTYSERVICEAUTRITZ(C-10 10 OF i,5 SANITARY SEWER PLAN AND PROFILEGIµ.,((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, DEPARTMENTl000GSF 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— 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: 1C=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 _ 1REVIEWEDBYCOVERSHEET 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 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 TOCONSTRUCTIONTOINCLUDETYPEANDSIZEOFPIPEANDSERVICES 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: DATE 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 SEECTORS. THE RVICCE AUTHORITY OFRACTOR FICIALSS ATL THEESTARTOOFIB NOTIFYING THE E 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 THEGENERALWATERANDSEWERCONSTRUCTIONSPECIFICATIONSASADOPTEDBYTHEALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILLITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. BACKFLOW PREVENTION REQUIRED. 10. ALL WATER METERS ARE TO BE SIZED BY THE ALBEMARLE COUNTY SERVICE AYTHORITY. GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 219. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN 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. 1 ADDRESSED ASCA COMMENTS JLC 11/29/05 FHS FIRE HYDRANT YFDC FIRE DEPARTMENT CONNECTION 0 WATER VALVE OO SANITARY MANHOLE O O STORM MANHOLE F__01 r --q CURB DROP INLET eco 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. NO. REVISION BY DATE NO. REVISION BY DATE T OF f WA DA DM. JENSEN No. 11481 * 0.4, 4, SjONAL g,$ 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/CIN 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 ENGINEERSinSURVEYORS PLANNERS ASSOCIATES 147 Mitt Ride Road 1402 Onwhdar Pkm LyarLbuap,W4102 CbK1oderM%VA22901 Pfioaa: 4 582.6175 Phoom 434.984.2700 WWW.Wwanodulmaket 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'n1n 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 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 WST UNDERGROUND TELEPHONE y 61 ABANDONED OR REMOVED UTILITY 0 0 STRUCTURE 0_5/- 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 H: NIA 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 FHS FIRE HYDRANT YFDC FIRE DEPARTMENT CONNECTION 0 WATER VALVE OO SANITARY MANHOLE O O STORM MANHOLE F__01 r --q CURB DROP INLET eco 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/- 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 H: NIA 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 intersections located in Area C pursuant to road plans approved by the Virginia Department of Transportation ("VDOT") and the County as part ofthe Area C site plan. B. Construction of dual left turn lanes at the intersection of Route 29 and Timberwood Boulevard, from northbound Route 29 into Timberwood Boulevard. The tum lane and taper lengths will be determined with final road plans to be reviewed and approved by VDOT. C. Signalization at Timberwood Boulevard and Route 29 shall include reconstruction at the Forest Lakes Subdivision entrance location, as scheduled in coordination with VDOT. All turn movements shall be signaled at the intersection of Route 29 and Timberwood Boulevard, as approved by VDOT. The existing intersection exiting Forest Lakes shall be reconstructed to maintain the dual left lanes, the continuous right tum lane and add a through lane according to the final design in the previous paragraph. D. The Owner proffers to dedicate land and construct a third through lane on Route 29 consisting of lane width, shoulder and drainage improvements) southbound from the entrance road, (Timberwood Boulevard) at the Property's Northern boundary. The Owner also shall dedicate land or cause to be dedicated and construct: i) a continuous through lane 500 -feet to the Southern boundary of Area C, ii) a taper lane consisting of a 200 foot taper beginning at the Southern boundary and Route 29 (in the event area B is not rezoned and their proffers accepted), and iii) a continuous right turn lane starting at the right -in at the Northern boundary of TM 32 Parcel 41 A to the right -in at the Southern entrance ofArea C. E. Construction of one additional continuous right tum Northbound lane starting 1090 feet south of Timberwood Boulevard at the location ofthe beginning of the tum and taper of Worth Crossing and Route 29, and terminating at Timberwood Boulevard F. Access Road C, between Area A and its intersection with Timberwood will be built or bonded before the issuance of the first certificate of occupancy within Area B. If bonded, the road will be constructed for acceptance by VDOT within one year of the first certificate of occupancy. te,0ww`.. 1*5 1iR33 - ---_ - __ fat tr1A . 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 ofthe 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 ofthe 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. Ifthe 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. ofthe 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 ofthe 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 i3 y10 F r^ //e/&Y7 Drawing Path: M:\204225.00co Hollymead Towne Center Block 9\HTC Block 9 Final Site Plan\d OFDMJf 1 DAVID M. JENSEN ' 10 No. 114814 aZ3 sIONAL I ENGINEERS rimSURVEYORS PLANNERS ASSOCIATES 147 Mil I Ridge Road 1402 Cmccnbricr Place Lynchburg, VA 24502 chuloncsWtc,VA2MI Phone: 434.582.6175 Phone: 434.984.2700 I www.wwassociates.net DESIGNED BY: PROJECT: HOLLYMEAD TOWN CENTER AREA C BLOCK 9 FINAL SITE PLAN REVISION NUME .VR: DRAWN BY: JLC DRAWING NUMBS R: C-3 TITLE: PROFFERS AND APPLICATION PLANREVIEWED8Y: DMJ SHEET NUMBER: 3 OF 1 5 WWA NUMBER: 204225.03 FILE NAME: 422503C-3.dwg DISCIPLINE: CIVIL SCALE: N/A y : N/A DATE: 10 10 05JN0. REVISION BY DATE N0. REVISION B DATE Drawing Path: M:\204225.00co Hollymead Towne Center Block 9\HTC Block 9 Final Site Plan\d s ; r 1111cn { 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^' t,. Ln1 1 1 + 1 1 1 1 1 I 11 I I l I i 1 II I 11 1 11 II 11 1 I 1 { I. 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MP1 ItIT0MP \ i . 1 i / cfl I II I ,! I 1)661-1.16 J I I 1 ! ( / ,II11I, l 1 ! II I / / I i I ! , / 1 ! I I II I I I I o 1I ,. 11 I J / / I/ i I IRt'r 1 I 1 / , { / 1 1 V l I ! ! J l ! I 1 J 1 1 I ! I IC -Lt. 1 , , l , I 1 I l I1 1 + 1 DB 2125-133l I I/ 1 1 I ! l / ( 1 I I I I I I J l I O 11 1 I 1 1 DB 223 8625I1 / I O IJ O / 1 1 c,,1', I ,II I 65, -1 3 p1aNI 1 ~\N 1+ \ II I S 4 c:> Ln ,/ ADJUST EX. 24" ./ // / // '\© ,\ \ APP(XIMATE / / i 2 I LOCATION EK. / / / / DIA. HDPE / .' _ \ Ij:.' \ l \\ \ \ // 11 I I I I I 1 / l \ 1 11 I / I II J 1 EDIMEWT TRAP / / / i ` / i / IIR / /-,WTFALL 1 1 \ \ \ \ \ &1 OUTFALL 1 \\i' If 1 I I l I I l l 1 / / / / ! ! / 1 1 / J J I I I I I / / / , ! /' / ! \ \ \ '` .• I _ ! - I l , 52'50/16 E i I 1 -_- ii /, / l , J ! r 1 1 1/2.52 ti? / I I J J l / ! ! J I t /: ,-` .'"\ f. -i l J1 REMOVE/ E li i \ \ • 1 : i , /- a/ r-. I / I l 1/ / ,/ CURB//& GUTTERif1 !I I I r f 1 - II I If J I 11 I I + // IJ l l 11 / / ' /' / l // // / / -\ \ ' •} I'`N+6 26 1 ? ''1'p i . I II . J , I I / II ' c I I 1 I _ ( _ J 5 / I l / / / / / / / / - \ i •:.;;r 5•C .5 ' 1 Z ' I 1 I 1` 1 1 • -.. ( I \ x`11 1 / / / 1 1` 0.13 \ ! I I J / , 1 ! / 1 / / / // , / ! / Il ;' \,' \ I va3 7- 1 '4711W 11.24 I I I / _ / / / i - C i W I , ib I _. ' ! / C43 S L-. 2.933 I i I 1 / 1 Nj/ 1/ / / / .(:..• / \ ,1 Y " / ;: I ,, r 0S 1 u 4 ~ N35'49 2"E\, 00. 1 1 Il I ' I I ` i I C1-%r.. \ I ! . / ,N50 41 1 .. _ I \ I / 1 I 1 1 s+ ;, \ ,': r ` ' \ 1 I B1061111i r'.. I 1 \ +^ 1.2ti8 .. ,: / . ' I LO c-i' \..• I I I 1 I l 1 II \ ! I I I I I /B /: I 1 1 1 11 I I t 11 I 1.. \ \ , i IIL 61 I Aics. 1I`•.,,,,. \. ,~ ` ,.-. r , f . , , 24 1 I w ( 1 I I 1 / W. . I I\ 1 1 1 I( I / \ ; f / S 1- 1 , a•¢ '"` l l... b. 1 l o I? I M 0 1 i •, i\ 8 0 F,1 I I I I { I C. . I .1.. \ oc 1 00 I 1 \ `\ I I ,Iw : I 4 1 I t I I1 ( I \ \.. / _ 1 ' I I I ` O \ !i '•/ '\ \.1\ I ,.,.s . d I -,+d G .. V:'\i. ui I, ! (I . I f I I \ J 1 \ , „. / . ` ` \ ` ' t \ \ ' ; 91I"`^^•" .,,,; L....- , ,,. t t_ ,- -, ' 1 4 `; { \ \ I 1 III I N4Of a, 1+ i 1II{II I III I 1 1 1 1 \, \ O iszoI o 1 1 I i \ \ 1 , \ \ 1 S: v 1 ADDRESSED ACSA COMMENTS JLC 01/17/06 Delta Chord W Chord Bear. 2 EXISTING CONDITIONS CORRECTED JJK 01/19/06 39'43'32" 32.28' N 18'33'22" 3 ADDRESSED COUNTY COMMENTS JJK 02/23/06 226.38' 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' NO. REVISION i BY DATE N0. I REVISION BY DATE TH 0 D M. JE SEN d No. 1148 25% SLOPE OR GREATER A ENGINEERS SURVEYORS PLANNERS ASSOCIATES 147 Mill Ridge Road 1402 Gmicnbrier Plaec Lynchburg, VA 24502 Charloncaviltc, VA 22901 Phone: 434.582.6175 Phone: 434.984.2700 www.wwaSsociates.net DESIGNED BY: PROJECT: Curve Radius Tangent Length Delta Chord W 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 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 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 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 67'05'05" 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' DMJ HOLLYMEAD TOWN CENTER DRAWN BY: AREA C. BLOCK 9 AC 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' 10/10/05V: N/A REVISION NUIll:R: 3 DRAWING NUMf_'f_ C-4 SHEET NUMBED' 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 ... S X 412. t < .. aT , J osel. D. A I Turrier [e _11 - r-CO ISTRUEAOMENj I - = c \ ; TW 571.50 CE i °' a . z m.,. -. GRAO NG - D B 4BW 558.00N _ - A ONN 9 — — 9"E — — — — — — — — — M. S Y . . _ ' 32'45"E - - — - _. —_. - - 1 30 L. 6' - - _ - --- - - 123.17' E E h... — — S37'O1 S42 -- 56.58 i y I C/O ® 50' l CD INTERVALS I 1 S42 32'4=F- — — 00 2 AT END OF r- 31 8.47 PIPES i 12 X25 LOADING WITH o BMDUMPSTER SCREEN WALL BUM EX. TC=537.45' BLOCKS I . I I I 2 2 { I; PEOORAT DIII , s' UNDERDRAI D m r I m XWb 7eLf . 1 ,, CD PORT10'.!N04 P a r 4 cr)P. v N 2 . , E C, ITYPE E; '. e 20 ACSA BLPD I,:..ABO I 13 IY, CAN'T' SE0 - I ` a... .. SANITARY Y I w IASMSE, , i l SEWER6 , { ',_ ,., .. :•. ,I -AlIEASEMENT -- 6 GV FOR 4_11AREA1 FIRE LINE , 4 8" GV ANDC7_k v I I 0 tiG TYPE A BO C/0 ® 5 SSEMBLY VALS X PIPES EN OFM( Acs 6X6" TEE g I TH 68AA & / ; EX. TC=537.98' z 5'1 6-B THRU , PD-MC/ I o 3ZONE,-. 1 I I 3 X05 - B c° s 4' 2 7 W t >` 5I 34. yy 6'l ' iror I 1 -ISE , ao I I 6 X6 EE 5 o J \ ' 8 G , IQ X 687111 SES / ,,• .Q s ' hQ. Y 0 1p '\ ` \ P / 00 X EX. 5' WIDE ©g 1 G aIE x G r CONCRETE I ` GG Q'1 '1°' WALK g o O / % \ p o0s PLUG CONP. 8' WIDEG\P CCRETE r8L' LK ..• i -' pp 8 G-2 ` '7j g1 p P) 65 0 0 52' 50' 16"E \ \ OO Jc, ti oo '" n c, •/ OJ • , \l' /i RI / i , N ` 0 D'3 / y'P, G / o i4DJUS7, MiAN#1HOI,E ' ISER, swm- 4 < RAID & CQVER TO g' V ELEVA16ON 00 \ \ OPO / , J '. - 612 k. / 8 J ti J h e ' Q , ' ` '' ' . -`gyp c a "'J 8" WATERLINE C g 1 Q UV d' b22 S J /, \,` J '" f / , j 'G. O' o 3 1'471vWq 6' IRA - i 11.24'/ Jv ti 2 —1 •' 20' ACSA 1 \ \ \ Zti e, Or •' S Q-Q ' r' " .%%` ` . 1 i vow WATER EASEMENT 1 ''p, G 6.20 \ kp Of-"FICE C 12 a " ZDl-CEf r1j U4 r AW D ST w rix /' it / / / -% ZJJ'S`1LAND EA N50'41`34' r 4 o waremvn.1s» tii 1 OCK 4. OHO 00 - . /` Block- 1 I \ S zs.._... _\6 N3' 1 \ fV Lo 04 V VCIS t A t 9 J- yy'o ,@'y, j , fZONE- 1 .R,.. • Z-JO.. .ii 9 PDC-" Swe....wJ .!. .7b,. `«.i .. -._ Nov J vJ Acs4R( pUSE- P VACANT i ! . , v' 1. • .• } _ µ iNT .. ..s "h... A, MERC I::dI 1 ADDRESSED ACSA COMMENTS JLC 11/29/05 8 ADDED WEIRS IN WATER QUALITY SWALE "A" JJK 05/30/06 _ DESIGNED BY: PROJECT: g DMJ HOLLYMEAD TOWN CENTS 2 ADDRESSED ACSA COMMENTS JLC 12/02/05 D1 ENGINEERS DRAWN BY: AREA C, BLOCK 9 f7 3 ADDRESSED ACSA COMMENTS JLC 01/16/06 SURVEYORS JLC FINAL SITE PLAN 4 DELETED INFO ON TMP 41—D JJK 01/19/06 DAVID M. JENSEN ' PLANNERS TITLE: SITE LAYOUT PLANREVIEWEDBY: 5 ADDRESSED COUNTY COMMENTS JJK 02/23/06 . No. 11 6 ADDRESSED COUNTY COMMENTS JJK 03/23/06 o A O 4,' AsSOCIATES DMJ S I 147 Mill Ridge Road 1402 Grccnhricr Placc 1 Lynchbarg,VA24502 cmr1onc Ic,VAu9oi WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DAT 7 ADDED BUMPER BLOCKS JJK 04/20/06 `pIONAL F' Phone: 434.582.6175 Phone: 434,984.2700 H: 1 "=30' www.wwassociates.net 204225.03 422503C-5.dwg CIVIL , C NO. REVISION BY DATE NO. REVISION BY DATE V: NIA THIS DRAWING IS A REDUCTION RAPHIC SCALE MUST BE USED SCALE: 1 " = 30' 30' 0 30' fir/ REVISION NUMBE.?: R 8 DRAWING NUMBL-r': C- 5 SHEET NUMBER: E: I n /nom 5 OF 15 Urawing Fath: \\cville—server\Autocad\2U4225.UUco Hollymead Towne Center Block 9\HTC Block 9 Final Site Plan\dwl I I I I ) I I II I 1 111 11 11 11 11 11 1} 11 11 11 II II II II II coo1 .... / • I I I - I I I 1 / I I I / 1 1 1 1 1 1 11 1 I b 4 r I I I I I I r •- / I / /! 1 I I 1 1 11 11 11 1 1 1 1 1 II 1 II I k,.. .e ! 1 I / 1 S i / // I 1,7MP OR CRY OF CONST ?\L rx. 8/ C)ro C-. GRA I ptj g9 59 9Q I II 1 1 1 1 1 1 I j5g6 S1i7'01 11 `"3p 1 1 I 1 71-7 1 I „ / _ 1 I S4273_32145- 31,47 1'\2'X25 LOADING\ I I } I t.,.-.'\111 I 1J ;i \ 1 1 I I '// // l I I / / l 12 1 It ry` v b Ln IS w ! t„. / / i cn 1 I TYPE / I 1 f ? , / / 10 I I / 20' i A `jA / / I A BO / / 1 I 13 I 1 1 0 ' 1 / / i tI EMBILY 1 SQA I AIRY / 1 / / 1 1 1 } \NER I 16 I GVt' l' / L, '' I I l I 6” G FOR I iit' 11 / -// .. .. 1 1 S HNT I I I I I 1 / / ,5 5p 1 I FIRE ILI E 11 I r 1 j 1 deJ7.. 0 P 50' IIVALS , 11IENCOF t I /l l i o 1j1 ( 1 0C / PIPE 1 1 I! I 6 X6ico I Ii \ \ ItAli.. 6 5 1 X11 ;} 1 \ I I ,..w.r ! / / /l / / 1 I I I / n ; : 6 X E P . t1 I c \ X V1 j i ` E ' t I I // \\ \ -- l 11 I l / I r I r 11 l \ { \ \ ` \ I / 1 \ 1 I \ \ _ / / / I I / I/ 1 / l apoilkJ I ;1 1 11 l l v v it l I l , /l , , / PLUG G I al 41. 52'50/16 E D,\p'i 1 2.52 IIS,-, / \ ! 5. / 1'`XQ I I / \ / / / I yr N t) k WATERLINE X X 1 / 1.24' \-~~` I I I 1 11 // 200 ACSA WA'T R EASEMENT ! if el C12 0 rQiL N- D y A.R V B.-' I I rodII e. h 41111 I Z 1 I \\ I } / // /\ ( / R ht 1 I t 0 1 I, C I o \ t \ J: - I 1 1 1 t in ONNECT TO EXISTING fOP OF II 1 I l o PAVEMENT, CONCRETE iDEW L DS (1, CURB AND GUTTER I INE AI J' I III I 1 1 1 1 GRADE. PROVIDSfv100TH TRAI IM QN / III 1 i 1 1 AND PR_0V6E' POSITIVE DRAINA. I I I \ \\ // I 1 \ li'`; 1 0 I Jill 11 / 1111It 11 I I I II \ , l / \ t' Gli III I / II1 I I l / / \ 5• .lbs \ 1 t L 1 i, R• I , V 1 , 1 11 I i f / rl ,•a, . _ " ^,:., , I,• D . i.. y. el, '1 , / TW 571.50 / 1a, s" S\ 58BW5.00 1fI \ / r25-.1 rNTERV4L 1 AT-E41D OF PIPES1/ DUMPSTh WITH // o I l / f i I 1( iBUMBM S EEN WALL BLOCKS ~ ~ ' I, 11 // j ! l II I I 1 fXi lfC 15{ 371.451 PERCRATED I I 1 4 1 I I UNDEf nR D I \\ t I` 11 I 1 1 1 I I I I I I I 1 I' I I r -I \5 I 1 I ! } 1 I I I 1 1 1 1 1 1'' I " Y J I co X66 ..11 i t I I I I l l i i II10,. .f 1 1 I I O 1 1 t I I II I ;1,•, n 10 10 / Cp _ ` ter.. -a r ' ..{ i I i I - - I J.. l ..:.1 ' •, 1 I 56 .0 s E. 1; 'jT/' + I ! I I' fi. . k = I 1 I / N o \ \ / I / I II I I, NI '.r w F .. u -. r• I / I ! ., 8" GV AND /! rI I 1 co l ' TYPE A Bb \ / ! I I I I I `f' 1 I / / SSEMgLItI ! ! I I I{ I I 1 I M (1 1 \ /l /i IBM 1 1- I \ F 6-A 'q ! / / ! l E j fiC-537.`8' } THRY 8-/ & / Q / / b 1 ,/ /' / /' Z /\ 11 6_B THRU / S64 1 II l // / / \ 11 11 \1 \ 4,2 ,37 w.' 00 4r irj r1i / , \ EES I / / Q / ' / / / /-"'• h, II ,, -_ O' low i 00 Y '•\ 'r"'\ Y.'I/'/' ./ /•/ / ANH L,E ISER, \ l . t i / s; d R CQVE TO 10bN \ , 55 I r I III \ I f fit, i I1p 1• ,, `;s; I`' I 1 I Ic i I I // / } 1 ,1 tti,G: r p0 1 1 1 I I I' , ' , . \' 1 , !/ / 11 I II • I `. 1 l 1 I I 11.• ate/ ! ! j l, l. 1 I i I I I I \ \. I I L F I \. I I t\\ b _ GMT IF THIS DRAWING IS A REDUCT,_)11 GRAPHIC SCALE MUST BE USE[': SCALE: 1 " = 30' 30' 0 30 1 ADDRESSED ACSA COMMENTS JLC 11/29/05 8 REVISED GRADING AT WATER QUALITY SWALE "A" JJK 04/20/06 Y DAVID M. JENSEN 19 No. 14 gyp [ p J VSs G r NAL ENGINEERS SURVEYORS PLANNERS ASSOCIATES 147 Mill Ridge Road 1402 Greenbrier Place Lynchburg, VA 24502 cladotmffvinr,VA22901 Phone: 434.582.6175 Phone: 434.984.2700 www.wwassociates.net DESIGNED BY: DMJ PROJECT: HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 FINAL SITE PLAN REVISION NUME3c.f': g2ADDRESSEDACSACOMMENTSJLC12/02/05 9 ADDED WEIRS IN WATER QUALITY SWALE "A" JJK 05/30/06 3 ADDRESSED ACSA COMMENTS JLC 01/16/06 DRAWN BY: JLC DRAWING NUMBED.' C-6 4 DELETED INFO ON TMP 41-D JJK 01/19/06 TITLE: SITE GRADING AND UTILITY PLAN5REVISEDGRADINGJJK01/25/06 REVIEWED BY: DMJ 6 ADDRESSED COUNTY COMMENTS JKJ 02/23/06 SHEET NUMBER: 6 of 15 WWA NUMBER: 204225.03 FILE NAME: 422503C-6.dwg DISCIPLINE: CIVIL SCALE: n V. NIA30 DATE: 10/10/05 7 ADDRESSED COUNTY COMMENTS JJK 03/23/06 NO. REVISION BY DATE NO. REVISION BY DATE Drawing Path: \\Cville_server\AutoCad\204225.00co Hollymead Towne Center Block 9\HTC Block 9 Final Site Plan\dw son 1 1 1 1 1 1 1 I I I I 1 I I SF E ASE _ '-ApUNG I ! / 1 GR ,, _..I Aga 6 - // ' I I 1 I I I } I _` — - x,02 II I I I 1 II I I ,v 6 Fay a ! ! \ = S4 45„ J ) /_`5a 7°011 IEr3 \_ 2 8 / I \ \ \ \ \ 1 I 542° 3 /45"E — I I I , I / I I I - - - - - - - NOTE: CULVERT INLET PROTECTION C0 / _ _ - FOR THE CULVERT TO EX ST -57A IS TO REMAIN IN PLACE UNTIL i BUILDING A IS COMPLETE AND THE TW 571.50 / PARKING LOT HAS BEEN I BW 558.00 / , - - - - - STABILIZED. UPON STABILIZATION v - \ '\l / `v` - _ OF BUILDING A & THE PARKING ----- = - __----_ , AREA, THE CULVERT INLET PROTECTION FOR THE CULVERT TO Ill! INNIPF_ _ _ _ - - _ _- _ _ _ - A BUILDING G TO BE REMOVED r_Lr! -- —AND BUILDING B IS TO BE CONSTRUCTED. 1NTI`RV-AL-S}t/ g OFA - t /( 31 / / / \ / _ , / / . ` / PIPES 1'x25; _ - `'\ / \ / / / / - LOADING - - -— DUMT WITH SVREEN WALL i BUM N2 \ BLOCKS 3 \ \ \ \ -- - _ _ -- - _ / r I ! \ / / ,- --, - / / ' / / / I • I ' \` 1 \ 1 `' / I 1 1 I } I I I I I I I III , I 1 I I I I I IPERFORDEfDR ::E l 1 ` 1 I 1 1 NATE: FUTUkE PROOF D Cj \ 1 1 i / // ,' DRAINAGE Td BE / ( co -1 —\°` I D _ I I I , \ I 1 t // DIRECTED Tb 4PPER } / ^ J ( -4AC. o i PORTION- OF ATER I 12 I 12_ CSO. yam, I Q tJAtITY SWAL E A / I / r I _ I_ I { I ; l } I I I } I I 1 11 10 0 / 1 }I I IIII 4PA- lb f/ N I / 4_ l / 2 00 1 / / / / U- TYPE / C-0.9 64I / / (( / /I I 1 / 4 I I I I I I 4 I / `D / I / / / / I / I A A I A BO 1 I 56:.0 1 ( /` I S / / I 1. `II 1 C { / I 11 / I I I} 1 1 1 1 1 II 1 II co ! J l /S'A IITgqRY I A EMBkY Ar - 1\ \ 1 1 1} 1wJER I I 16 GV 1},11 / I I ` ASgy NT I 1 _= ° i 1 I 11 1 L_ :.'. I - ._/-.: low- 1oI / J I !' ! .t1 I Cr 1 i I V I III II 1SFIs' 0 ©5 ANS A o o l o E 0I / L _..• III II I i / / / -6 'X61„ FE- vo I I co 1/ o 10/ YR WADER UR EV. _ 5539 \ t 1 \ '°\NN44'27 37 dD Sv 1 1A '% = 2.03 e J C=0.0 \ C 0:; l L. ' INV. IM .- `544. I J/ PXG 00, I 1 5 -5 1 . 0 16 E I\ \ / • h1 , o ; r \ .' ,.\\ %\ .. , / : / / / i 10 \ / / TC l l1Y0.9 / / / \' / / 2 / \ ;q. 5...> H0l_E RSER, 2% P TO \ i•: g r ; t l 1 / 1l `\ j . c,` / ,; EILEV ION 1 5 6cA ( \1 1 J / / I . 0D / / / \;` / , `' ,<. Ir,-- \ o :I I ; Q id 000* i ' G• / / l \ I / 2, \ t / Zo/ / / ! j' 1 \ ` I (.' ! ' ; I _ P f tve, ATERLINE C TQC 75• /, / ` ! ' ,,:• ' y 5 I " .-;c>7 I LI J / \ 2b, / !R,. fr:. \,r / l , - I I ( J I 1 . / , l o I I I o IP 3 5 ti,, / / i : °, , ' \ r,,. . i ` . l , I ' w 1 .24 \ 1 I oI f' ; f ITS I O F 1 I (I I l 1 / / / / / / / / EARI G C E Aid D GRADING 3 \ \ 1 1\ I !! I 1} ., I ; I b?' 1` \ / l I 1 r IiIII1 \/ ( In1IE,.^r. 0 I l 8.or1"\ o. 1 I ! 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IN, = 58.38 1 \MENiII}Ilil III I I I / a \ F\ l 1 o l 1 I \ \ \ } \ r' 10 YR )NATE 578t SURFACE I EL- 80f1/ 1 ADDRESSED ACSA COMMENTS JLC 11/29/05 8 ADDED WEIRS IN WATER QUALITY SWALE "A" JJK 05/30/06 DESIGNED BY: PROJECT: REVISION NUML E?: OP DMJ HOLLYMEAD TOWN CENTER g2ADDRESSEDACSACOMMENTSJLC12/02/05 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 8Y: C — 7 INLET SEDIMENT TRAP TEXT boa ASSOCIATES DMJ CONTROL PLAN _- 6 REVISED CULVERTJJK 04/20/06 , / ., 147MWRidpRoad 1402Gn:cnbriorPlaoc SHEET NUMBER: vl ti Lynchburg, VA 24502 Cbar1o=.vu1c VAu901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 7 REVISED CULVERT INLET SEDIMENT TRAPS, ADDED NOTE FOR BMP JJK 05/19/06 s.9j 9tl G Phone: 434.582.6175 Phone: 434.984.2700 H: 1 "=30' NO. REVISION BY DATE NO. REVISION BY ANAL www.wwassociates.net 204225.03 422503C-7.dwg CIVIL V: N/A 10/10/05 of 15 DATE Drawing Path: \\Cville-server\AutoCad\204225.00co Hollymead Towne Center Block 9\HTC Block 9 Final Site Pian\dwg\422503C-7.dwg J 1NTI`RV-AL-S}t/ g OFA - t /( 31 / / / \ / _ , / / . ` / PIPES 1'x25; _ - `'\ / \ / / / / - LOADING - - -— DUMT WITH SVREEN WALL i BUM N2 \ BLOCKS 3 \ \ \ \ -- - _ _ -- - _ / r I ! \ / / ,- --, - / / ' / / / I • I ' \` 1 \ 1 `' / I 1 1 I } I I I I I I I III , I 1 I I I I I IPERFORDEfDR ::E l 1 ` 1 I 1 1 NATE: FUTUkE PROOF D Cj \ 1 1 i / // ,' DRAINAGE Td BE / ( co -1 —\°` I D _ I I I , \ I 1 t // DIRECTED Tb 4PPER } / ^ J ( -4AC. o i PORTION- OF ATER I 12 I 12_ CSO. yam, I Q tJAtITY SWAL E A / I / r I _ I_ I { I ; l } I I I } I I 1 11 10 0 / 1 }I I IIII 4PA- lb f/ N I / 4_ l / 2 00 1 / / / / U- TYPE / C-0.9 64I / / (( / /I I 1 / 4 I I I I I I 4 I / `D / I / / / / I / I A A I A BO 1 I 56:.0 1 ( /` I S / / I 1. `II 1 C { / I 11 / I I I} 1 1 1 1 1 II 1 II co ! J l /S'A IITgqRY I A EMBkY Ar - 1\ \ 1 1 1} 1wJER I I 16 GV 1},11 / I I ` ASgy NT I 1 _= ° i 1 I 11 1 L_ :.'. I - ._/-.: low- 1oI / J I !' ! .t1 I Cr 1 i I V I III II 1SFIs' 0 ©5 ANS A o o l o E 0I / L _..• III II I i / / / -6 'X61„ FE- vo I I co 1/ o 10/ YR WADER UR EV. _ 5539 \ t 1 \ '°\NN44'27 37 dD Sv 1 1A '% = 2.03 e J C=0.0 \ C 0:; l L. ' INV. IM .- `544. I J/ PXG 00, I 1 5 -5 1 . 0 16 E I\ \ / • h1 , o ; r \ .' ,.\\ %\ .. , / : / / / i 10 \ / / TC l l1Y0.9 / / / \' / / 2 / \ ;q. 5...> H0l_E RSER, 2% P TO \ i•: g r ; t l 1 / 1l `\ j . c,` / ,; EILEV ION 1 5 6cA ( \1 1 J / / I . 0D / / / \;` / , `' ,<. Ir,-- \ o :I I ; Q id 000* i ' G• / / l \ I / 2, \ t / Zo/ / / ! j' 1 \ ` I (.' ! ' ; I _ P f tve, ATERLINE C TQC 75• /, / ` ! ' ,,:• ' y 5 I " .-;c>7 I LI J / \ 2b, / !R,. fr:. \,r / l , - I I ( J I 1 . / , l o I I I o IP 3 5 ti,, / / i : °, , ' \ r,,. . i ` . l , I ' w 1 .24 \ 1 I oI f' ; f ITS I O F 1 I (I I l 1 / / / / / / / / EARI G C E Aid D GRADING 3 \ \ 1 1\ I !! I 1} ., I ; I b?' 1` \ / l I 1 r IiIII1 \/ ( In1IE,.^r. 0 I l 8.or1"\ o. 1 I ! I WA N O 41 34 ;' F ,/ 1 I i s . 1 I I 1 J I I I I. qC':. coo co 1 1 I 1O z 4» J I I 1 1 I SF 11 (\ \ /• .: s ya 't i } I I I I I \ \\ 1 S7 4" Hi PE.`- 1 I o Sp L. F. 2 LO rn' D I( I^ 1 1 IIIIIJ `---i II t I \ it \ \ f :\ . t . •-,' I I I I I 1 1 I I I \ \ -__ i 1 1 III1 I 0A TO I p 1= 2E80 1 C. I 1 1 \ ' \ d '; I I I I 1 1 1 } \ \ - _ _ IF THIS DRAWING IS A REDUCII(_:'\1I \ 1 I -- 1 1 I 111 1 1 l` / I I / I 1 \ 1 sr I 1 \ '`'_ / \ \ + ° 1 I I I I I 1 1 h \ 1 \ ~ `'- - __ -, - - GRAPHIC SCALE MUST BE USE_i:; 1 \ °I I ! \- i III I I / III 1 I 11 C P 1 d i \ SCALE: 1 " = 30' 570 INNINVIN;" V. IN, = 58.38 1 \MENiII}Ilil III I I I / a \ F\ l 1 o l 1 I \ \ \ } \ r' 10 YR )NATE 578t SURFACE I EL- 80f1/ 1 ADDRESSED ACSA COMMENTS JLC 11/29/05 8 ADDED WEIRS IN WATER QUALITY SWALE "A" JJK 05/30/06 DESIGNED BY: PROJECT: REVISION NUML E?: OP DMJ HOLLYMEAD TOWN CENTER g2ADDRESSEDACSACOMMENTSJLC12/02/05 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 8Y: C — 7 INLET SEDIMENT TRAP TEXT boa ASSOCIATES DMJ CONTROL PLAN _- 6 REVISED CULVERTJJK 04/20/06 , / ., 147MWRidpRoad 1402Gn:cnbriorPlaoc SHEET NUMBER: vl ti Lynchburg, VA 24502 Cbar1o=.vu1c VAu901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 7 REVISED CULVERT INLET SEDIMENT TRAPS, ADDED NOTE FOR BMP JJK 05/19/06 s.9j 9tl G Phone: 434.582.6175 Phone: 434.984.2700 H: 1 "=30' NO. REVISION BY DATE NO. REVISION BY ANAL www.wwassociates.net 204225.03 422503C-7.dwg CIVIL V: N/A 10/10/05 of 15 DATE Drawing Path: \\Cville-server\AutoCad\204225.00co Hollymead Towne Center Block 9\HTC Block 9 Final Site Pian\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 1-1/2 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. 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. 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. 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 3.02 TEMPORARY RWDOCE 3.313.05 TS o-- 3.32 PERMANENT SEEDING SILT FENCESTORM3.07 319 DUST CONTROL IPDRAIN INLET PROTECTIONCULVERTFoal MULCHING M U CIPINLETPROTECTION DDTEMPO3.09 DIVERSION YDIKE FTEMPORARY 11DIG RSONWAY RWDO 3.31 TEMPORARY SEEDING TS o-- 3.32 PERMANENT SEEDING PS 319 DUST CONTROL DC F.315 MULCHING M U STONE CONSTRUCTION ACCESS,--, 2x' MUST OCTENQ FULL, WIDTH OF INGR SS AND MESS C PI~IR#TIi1N 7W .MIN: A ASPHALT PAVED WASHRACK I. 2X. 12' MIN:* ""...' I r q , -POSITIVE DRAINAGE TO SEDIMENT TAkPPtN,d DEVICE A MINIMOM WASR TAP OF 2" IS REQUIRED W" -i iA MINIMUM 'W'ASH DOSE DIA;. OF 14.0 E PAVED CONSTRUCTION ENTRANCE 1 EDITED EROSION & SEDIMENT CONTROL LEGEND JLC 01/17/06 Irm DESIGNED BY: 0 2 NARRATIVE REVISED JJK 01/19/06 DMJv'r WAMENGINEERS DRAWN BY: 3 NARRATIVE REVISED JJK 03/23/06 ,0% SURVEYORS JLC D D M. JE SEN PLANNERS No. 11 4 ' ASSOCIATES REVIEWED DMJ 2,110 ' 147 Mill Ridpe Road 1402 Greenbrier Place Lynchburg, VA 24502 CW0tM8w1C, v„ 2M1 W WA NUMBER: ONAL $ G Phone: 434.582.6175 Pboae:434.984.2700 NO. REVISION BY DATE N0, REVISION BY DATE www.wwassociates.net 204225.03 PROJECT: HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 FINAL SITE PLAN TITLE: EROSION AND SEDIMENT CONTROL DETAILS AND NOTES FILE NAME: DISCIPLINE: SCALE: DATE: 422403C-8.dwg CIVIL H: 1 "=30' 10/10/05V: N/A 11 77 REVISION NUM(='i R: 3 DRAWING NUMBP 4': C-8 SHEET NUMBEH.- 8 OF 15 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 STRIP223 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 WA ENGH'MERS DRAWN BY. AREA C, BLOCK 9 3 3 ADDED SWALE SECTIONS REMOVED PREVIOUS DETAILS JJK 03/23 06 SURVEYORSJL0 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: NIAgCIVIL 10/10/05 9 OF 15 NO. REVISION BY DATE N0. REVISION BY DATE 4225030-15.dw204225.03 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 — 001 001 6 600LQ 00 590 590 _ o 580 580 570 570 - ral ao 00 -n LN n R6 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 ENGINEERS SURVEYORS PLANNERS ASSOCIATES 147 NO Ridge Road 14(a Greenbrier Phoe vA2asoz ca VAZMI 4& 34V _ 6175 Phone: 434.984.2700 WW=Wcia&=.m DESIGNEDM J: PROSECT: HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 FINAL SITE PLAN REVISION NUMBF_!': 4 DRAWN BY: JLC DRAWING NUMBS -4: C- 10 TITLE. SANITARY SEWER PLAN AND PROFILE REVIEWED 8Y: DMJ SHEET NUMBER: 10 OF 15 WWA NUMBER: 204225.03 FILE NAME: 422503C-9.dwg DISCIPLINE: CIVIL SCALE: H: 1 "-10; V: 1 =10 DATE: 10110105 iPl 11<;:11 G(G! r3•liil i1G l"L 11 JL3i1 l i lal moi= Koff- _ •um Pm - ri 10 Drawing Path: M:\204225.00co Hollymead Towne Center Block 9\HTC Block 9 Final Site Plan\dwg' ENGINEERS SURVEYORS PLANNERS ASSOCIATES 147 NO Ridge Road 14(a Greenbrier Phoe vA2asoz ca VAZMI 4& 34V _ 6175 Phone: 434.984.2700 WW=Wcia&=.m DESIGNEDM J: PROSECT: HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 FINAL SITE PLAN REVISION NUMBF_!': 4 DRAWN BY: JLC DRAWING NUMBS -4: C- 10 TITLE. SANITARY SEWER PLAN AND PROFILE REVIEWED 8Y: DMJ SHEET NUMBER: 10 OF 15 WWA NUMBER: 204225.03 FILE NAME: 422503C-9.dwg DISCIPLINE: CIVIL SCALE: H: 1 "-10; V: 1 =10 DATE: 10110105 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 59011 FYIST- 580 580IND 580 rn FFR 580 D& GRAD -F 570 570 570570 52 DIPPL 560 560560 3' MIN 560 ILL 1 LL ILL LL I 550 550 550 550 it = to 7m- C14 4r LCIO Lin ILLILLLdV11 540 540 540ED 540 LLJ a u :51 CIS CIDy- Lr 530 a a 530 Laa 530 530 0+00 1+00 WATERLINE 2+00 A' PROFILE 0+00 Cft`' 1+00 WATERLINE 'B' 2+00 PROFILE 3+00 0+00 WATERLINE 'C' PROFILE IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1" = 10' 10' 0 10' da= 50' 0 50' HORZ: 1" = 50' 4 1 ADDRESSSED ACSA COMMENTS JLC 11/29/05 0 VID . JE d N0. 11 4 0- v 3 ANAL g,$ G t EN Vpp IV W44M ENGINEERS SURVEYORSffmPLANNERS 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' 42ADDRESSSEDACSACOMMENTSJLC12/02/05 3 ADDRESSSED ACSA COMMENTS JLC 01/16/06 DRAWN BY. AC DRAWING NUMB1F- C-1 1 4 TOPO REVIISED TO MATCH EX. CONDITIONS JJK 01/19/06 TITLE' WATER LINE PROFILESREVIEWEDBY: DMJ SHEET N UMBER' 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 Ott600 ADDRESSED ACSA COMMENTS JLC 12/02/05 600 620 576.00 620 TOPO REVIISED TO MATCH EX. CONDITIONS JJK 01/19/06 561.16 558.00 1511 MPE ADDRESSED COUNTY COMMENTS JJK NOTE; ----- - -- - ------ 7 04/20/06 557.97 NO. REVISION BY REVISION BY DATE D- I D1 -3B L=8.0 562.50 552.50 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 563.51 551.35 590 1L-42 554.15 551.15 10.11 15 11 RCP 7 610 JR -#GN 590 590 610 im etiff S AGE t W!) V&7ER-1JN-E-- 4 ----- -- ---------- ...... i 00 580 W T+ in AMU SEWEil 45 ....... tri.. 00N S TRUCTFOW 570 570 RADE'' 787--- L- R-QU SP ,ZN-S E I\tc CRi QN 600 600 560 4 580 580 WA H- L T in 7i,- .--- - --- iE sq--- 550 32- -L.F 175rp---f 550 000- 0 CL NNE, 590 RG CE.-5:92 c- n 590 590 590 540 570 570 0-0-z- ffa t - - - -------- 1---------.W 530 0. @5.i6 T -e t ----- -------- 520 e% C 580 580 580 r- Lj 580 Uj i 560 560 L-;F;- -45 HIDPE ---------- Lf) 4 co 510 z 41F 510 z 40 41 t t:d - 570570 f..j ..... 570 570 550 500 RtF 4 - - ------ 500 4 i 550 L IST-5 5 f)L -e- -ill- if try EV; U A 540 540 560 560 560 0 f .2-7! P --V- 12 L.rR F, 550 530 530 550 550 550 4+00 3+00 2+00 1+00 0+00 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) ADDRESSED ACSA COMMENTS JLC 12/02/05 620 620 620 576.00 620 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 NOTE; ----- - -- - ------ 7 04/20/06 557.97 NO. REVISION BY 7Wff-N---"TER- -LfNE- - - NO. REVISION BY DATE 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 563.51 551.35 590 554.15 551.15 10.11 15 11 RCP 7 610 JR -#GN 610 610 610 im etiff S AGE t W!) V&7ER-1JN-E-- 4 ----- -- ---------- ...... i 00 580 W RAL.-WATER-- T+ in AMU SEWEil T-- -54A 45 ....... tri.. 00N S TRUCTFOW 570 570 RADE'' 787--- L- R-QU SP ,ZN-S 600 600 560 600 0- 100 600 L ST 5-6 -A T+ 5-6 E 550 32- -L.F 175rp---f 550 01, 00, .,O 4-00". 000- 0 CL 590 RG CE.-5:92 c- 590 590 590 540 ffa t - - - -------- 1---------.W 530 0. @5.i6 T -e t ----- -------- 520 e% C 580 580 580 7- Lj 580 Uj i 10. Lf) co 510 z 41F 510 z 40 t:d - 570570CL -111-- 570 570 500 RtF 500 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=12.0 564.50 557.97 555.67 555.42 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 563.51 551.35 590 554.15 551.15 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 T REVISION NUMBEF: DMJ HOLLYMEAD TOWN CENTER 610 7ENGINEERSAREAC, BLOCK 9 610 DRAWING NUMBER - TITLE: STORM DRAIN PROFILESPLANNERS 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) 10/05V: 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- 600 600 L----------------- 590 590 7 JR -#GN20ARA V&7ER-1JN-E-- ANI -STOR14- MANAGE— 580 APFIU-R-TENANCE-S----SHALL-- 580 W ES--(PAGE- T-- -54A 45 ....... tri.. 00NSTRUCTFOW 570 570 RADE'' 787--- L- R-QU 560 0- 100 560 L LL 550 32- -L.F 175rp---f 550 01, 00, .,O 4-00". 000- RG CE.-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 7ENGINEERSAREAC, BLOCK 9DRAWNBY. SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBER - TITLE: STORM DRAIN PROFILESPLANNERS 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) 10/05V: 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 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. DET. TO SH. 9 JLC 03/23/06 DRAWN BY: rm SURVEYORS REG FINAL SITE PLAN DRAWING NUMBER: DAVID M. JENSEN 9 TITLE: PLANNERS DETAILS No. 411 REVIEWED BY: 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 Felty 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 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 rWA DAVID M. JENSEN O N .11484 , 0o p q 61 lop.iRaa 4 x G` AL AdAA ENGINEERS SURVEYORS PLANNERS ASSOCIATES 14MChicabdaPlan s 2 M 75 Phow a , M DESIGNED BY. DMJ PROJECT: HOLLYMpEAD TOWN CENTER AREA C, BLOCK 9 FINAL SITE PLAN REVISION NUMBER: 32ADDRESSEDCOUNTYCOMMENTSJJK02/24/06 3 PHOTOMETRIC PLAN REVISED JJK 09/01/06 DRAWN BY: JLC DRAWING NUMBED': C — 1 t TITLE: PHOTMETRIC PLANREVIEWEDBY: DMJ SHEET NUMBER. 14 OF 15 WWA NUMBER: 204225.03 FILE NAME: 422503C-13.dwg DISCIPLINE: CIVIL SCALE: 1 -50 V: N/A 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\dwg' Drawing Path: M:\204225.00co Hollymead Towne Center Block 9\HTC Block 9 Final Site Pian\dwg\422503C-15.dwg