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HomeMy WebLinkAboutSDP200500095 Plan - Approved 2006-11-150194 09 09 ARF -..A C BJI,40CK 5 APPROVED by fIeAlbemade County Development Department I? 91N) Davie l i Zvo6 Re SDP 2ao50o095' 9 S. "' DATA: FINASIT"-' IJUD AN OWNER/APPLICANT: POST OFFICE LAND TRUST C/0 C.W. HURT CONTRACTORS, LLC TABLE "A" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL USE TABULATION P.O. BOX 8147 CHARLOTTESVILLE, VIRGINIA 22906 ATTN: KATURAH ROELL PROPOSED/APPROVED MAX. SQ. FOOTAGE NUMBER OF DWELLINGS MAX. DWELLING (434) 979-8181 SQUARE FOOTAGE TO PERMITTED BY BLOCK PROPOSED/APPROVED TO UNITS PERMITTED BY _ ENGINEER: WW ASSOCIATES, INC. 2 r r' 1402 GREENBRIER PLACE DATE VIA SDP BY CODE DATE VIA SDP BLOCK BY CODE N .�� � u� "' ` CHARLOTTESVILLE, VA. 22901 BLOCK I NO SDP SUBMITTED 55,000 NOT PERMITTED -- �,,�"� ATTN: DAVID JENSEN. P.E. s ,f, r �1 J, E (434) 984-2700 BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED SOURCE OF SURVEY: RIVANNA ENGINEERING AND SURVEYING, PLC. j N BLOCK III NO SDP SUBMITTED . 50,000 NO SDP SUBMITTED 40 s s SOURCE OF TOPOGRAPHY: RNANNA ENGINEERING AND SURVEYING, PLC. SUPPLEMENTED r BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 S -s"°°° BY FAULCONER CONSTRUCTION CO. INC. ,�� �COUNTY, STATE: ALBEMARLE COUNTY, VA. BLOCK V NOT PERMITTED -- 42 50 ASG s r}`ter., x �A SW :,F 1i MAGISTERIAL DISTRICT: RIO BLOCK VI NO SDP SUBMITTED A N NOT PERMITTED r-5 iL / .:� , ��� TAX MAP REFERENCE: TAX MAP 32 PARCEL 41 D BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMUTED -->;r St .ter. ,.� r -' •'�" °a .h ZONING: PD -MC; ENTRANCE CORRIDOR OVERLAY DISTRICT BLOCK VIII NO SDP SUBMITTED 76,000 NOTT PERMITTED LJ CATE FORA M1AY YARD REQUIREMENTS: THIS PLAN IS IN CONFORMANCE WITH BLOCK IX 25,943 40,000 I�:: f PERMITTED -- ZMA 01-20 APPLICATION PLAN TOTAL PROPOSED VICINITY MAP AND PROFFER #1 SQ, FT, 25,943 42 SCALE: 1"= 20010' BUFFER ZONE: N/A MAX. SQUARE MAX. DWELLING UNITS FOOTAGE FOR AREA C 275,000 FOR AREA C 120 MAXIMUM STRUCTURE HEIGHT: 3 STORIES PER ZMA 01-20 (AREA C) CODE OF DEVELOPMENT SQUARE FOOTAGE REMAINING DWELLING 7a INDEX OF SHEETS EXISTING USES: VACANT 249057 REMAINING FOR UNITS FOR AREA C PROPOSED USES: RESIDENTIAL 42 SFADU: AREA C TOTAL SITE AREA = 2.63 ACRES (114,681 SF) DRAWING N0. SHEET N0. TITLE PARKING/CIRCULATION AREA: 0.5 ACRES (21.700 SF) (18.9X) C-1 1 OF 14 COVER! SHEET LANDSCAPING/OPEN SPACE/PLANTERS = 0.19 ACRES (8,272 S.F.) (7.2X) AREA OF LOTS = 2.46 ACRES (107,287.49 S.F.) C-2 2 OF 14 GENERAL NOTES IMPERVIOUS AREA: 2.49 ACRES . TABLE "B" - HOLLYMEAD TOWN CENTER C-3 3 OF 14 EXISTINVG SITE CONDITIONS &DEMOLITION PLAN WATER RESOURCE AREA: COMMUNITY DEVELOPMENT AREA RESERVOIR WATERSHED: NONE AREA "C" OVERALL PARKING TABULATION C-4 4 OF 14 SITE LAYOUT PLAN WATER SUPPLY PROTECTION AREA: NONE PARKING REQUIRED: SEE TABLE "B" C-5 5 OF 14 SITE GRADING AND UTILITY PLAN PARKING PROVIDED: SEE TABLE "B"v C-6 6 OF 14 PROFFERS AND APPLICATION PLAN PARKING/CIRCULATION AREA: 0.50 ACRES C-7 7 OF 14 EROSION AND SEDIMENT CONTROL PLAN ESTIMATED TRAFFIC GENERATION: 420 VPD C-8 8 OF 14 EROSION AND SEDIMENT CONTROL DETAILS AND NOTES NOTES: 1. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THIS ENTIRE C-9 9 OF 14 SANITARY SEWER PLAN AND PROFILE SITE IS PROVIDED IN THE HOLLYMEAD TOWN CENTER STORMWATER MANAGEMENT FACILITY 2. THE SITE IS LOCATED IN DRAINAGE AREA DA -U. C-10 10 OF 14 WATERLINE AND STORM DRAIN PROFILES 2. FIRE FLOW (PER ACSA) FROM CLOSEST FIRE HYDRANT, APPROXIMATELY 880 FEET DISTANCE IS 1986 gmp020psi RESIDUAL. C-11 11 OF 14 LAUREL PARK LANE PLAN AND PROFILE 3. THERE ISA 24' WIDE INGRESS/EGRESS EASEMENT ON PRIVATE ACCESS AISLE. C-12 12 OF 14 GRAND FORKS BLVD PLAN AND PROFILE C-13 13 OF 14 LANDSCAPE PLAN C-14 14 OF 14 DETAILS BLOCK PROPOSED DU F. PARKING TIO REQ EQ. � sPAces TOTAL PROVIDED NET LOADING SPACES APPROVALS DATE. I DEPARTMENT OF COMMUNITY DEVELOPMENT II PLANNER/ZONING III ENGINEER INSPECTIONS ARB j`J V 42DU 2.25/DU 95 183 +138 N/A DEPARTMENT OF FIRE RESCUE VI ALBEMARLE COUNTY SERVICE AUTHORITY VII VIRGINIA DEPARTMENT OF TRANSPORTATION VIII HEALTH DEPARTMENT IX 25.9 4.5 PER 1000 GSF 117 243 +126 3 TOTAL 212 426 +214 3 1 ADDRESSED ACSA COMMENTS JLC 12/20/05 DESIGNED BY. PROJECT: REVISION NUMBER: Tx F � DM J HOLLYMEAD TOWN CENTER 2 ADDRESSED COUNTY COMMENTS JJK 02 09 06 ENGINEERS AREA C, BLOCKS 4 3 ADDRESSED COUNTY COMMENTS JJK 04/14/06 � � SURVEYORS DRAWN BY: FINAL SITE PLAN DRAWING NUM 4 REVISED PER COUNTY COMMENTS JJK 06/30/06 U DAVID M. JENSEN PLANNERS JLC TITLE: COVER SHEET — BER: ,.� No. 11484 AssOCIATESREVIEWEDBY. Y. C 1 _ ��� ��� Po sox 4119 1402 Greenbrier Pica SHEET NUMBER: �s �I �� Lynchburg VA24502 C1=1onesQ1e VA2M1 WWA NUMBER: FILE NAME: DISCIPLINE. SCALE. DATE: sj o �� Phone: 434.316.6080 Phone: 434.9!4.2700 NO. REVISION BY DATE NO. REVISION BY DATE NAL www.wwasso=tes.net 204224.03 422403C— l.dwg CIVIL H: AS SHOWN 9112/05 1 OF 14 MORON"V. NIA Drawing Path: \\Cville-server\AutoCad\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-1.dwg \5t P ms-- (0�, 9s -s MISCELLANEOUS NOTES 1. THIS PLAN IS TO BE USED FOR FINAL SITE DEVELOPMENT PURPOSES ONLY. 2. SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO POST OFFICE LAND TRUST, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 1661 PG. 116. THIS PROPERTY IS INDICATED AS TAX MAP 32 PARCEL 41D. 3. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE "C" ON FEMA FIRM MAP 510006 0125 B, DATED 12/16/80. 4. THE TOTAL AREA OF THE PARCEL OF LAND AS SHOWN IS 2.63 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 ADDRESSED ACSA COMMENTS JLC 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 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 LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTEDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN MAXIMUM 6" LIFTS. 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 698 BENEATH PAVEMENTS AND WALKS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT TO 90 PERCENT BY ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 4. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING. 5. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 7. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 8. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 9. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 10. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 11. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 12. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 13. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 14. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 1 ADDRESSED ACSA COMMENTS JLC 12 20 05 I 20 I I 4' I 2� sr • 2 REVISED LEGEND JJK 02/01/06 DROP INLET i I I I I I 1 24' 3 REVISED PER COUNTY COMMENTS JJK 06 30 06 L_I_J L_I_J SEE LANDSCAPE PLAN C-12 TREE RIPRAP VARI BL O O IRON PIN .'. •� ;` CONCRETE SIDEWALK GRAND FORKS BOULEVARD - 0 NO. REVISION BY DATE NO. REVISION BY DATE 0 1 v DAVID M. JENSEN NoL�t),L 1484 �41I�{�.y 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. ROADWAY CONSTRUCTION NOTES 1. ALL EXISTING UTILITIES WILL BE ADJUSTED TO GRADE BY THE CONTRACTOR. 2. STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH CAPABLE OF SUPPORTING STREET LOADING WITHOUT DAMAGING SETTLEMENT AS DETERMINED BY THE ENGINEER. 3. WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BY COMPACTION OR REPLACEMENT AS REQUIRED. 4. ALL CONCRETE SHALL BE CLASS "A3" UNLESS SPECIFIED OTHERWISE. 5. ALL BITUMINOUS SURFACE TO BE TYPE SM -9.5A (VDOT) UNLESS SPECIFIED OTHERWISE. 6. ALL BITUMINOUS BINDER OR BASE COURSES TO BE TYPE BM -25.0 (VDOT) UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN ON APPROVED PLANS. 7. ALL DETAILS OF PAVING ARE SUBJECT TO FINAL APPROVAL BY THE ALBEMARLE COUNTY ENG. DEPT. AND SHALL BE NOTED ON THE FINAL PLANS AND PERMITS. 8. CONTRACTOR TO GRIND OR MILL EXISTING PAVEMENT AS REQUIRED TO OVERLAY EXISTING PAVEMENT AND TO INDUCE REQUIRED CROSS -SLOPE. PROVIDE HEEL CUT AND SMOOTH FINISH SURFACE BETWEEN LIMIT OF OVERLAY AND EXISTING PAVEMENT SURFACE. 9. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 10. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT, FACTORY MIXED, QUICK -DRYING, AND NON-BLEEDING. PAINT SHALL MEET REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231. 11. HANDICAP RAMPS SHALL HAVE EXPOSED AGGREGATE DETECTABLE WARNING FINISH, IN ACCORDANCE WITH VDOT STANDARD CG -12A. RAMPS SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 12. ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATED SHALL BE AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 13. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. THE COUNTY/CITY SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE R/W THAT ARE NOT PRIVATELY MAINTAINED. 14. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT STANDARDS. SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED. 5. ALL INTERNAL WALKWAYS, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATLEY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9. SIDEWALKS ADJACENT TO TRAVELWAYS ARE 6 FEET WIDE UNLESS OTHERWISE NOTED 10. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. ALBEMARLE COUNTY_ ENGINEERING - GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. WAM ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Haat 4119 1402 Grem6der PLce LyncLbar�, VA 245M Ch.6mesdik VA 2=1 Phome 434.316.6080 P6ome: 434.984.2900 wow. 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). TIMBERWOOD BOULEVARD 24' 6' LEAD WALK VARIPBLE! +i• i 5'X12' STOOP UNIT UNIT 40' i 18' VARIABLE DETA HED '� . DETA HED GA GE GAGE 24' 6' i ,..-- * 24' 12' -� ACCESS PL AISLE EXISTING NEW DESCRIPTION -435= CONTOUR (INTERVAL AS INDICATED ON SITE GRADING AND UTILITY PLAN) X 56. 1 X 56. 1 SPOT ELEVATION TREE LINE X X DEMOLISH EXISTING X -X -X FENCE --- PROPERTY LINE/RIGHT OF WAY _.._ _..__.._ TAX MAP LINE 8" SS SANITARY SEWER 0o STORM DRAIN 8" WL WATER LINE STRUCTURE 00 DUPLEX WATER METER ® ® WATER VALVE i _L181 i I -Ill-4) I I i 4 • SANITARY MANHOLE I 20 I I 4' I 2� sr • STORM MANHOLE 1 I I I I IT ® DROP INLET i I I I I I 1 24' -eco SANITARY CLEAN OUT I�9, L_I_J L_I_J SEE LANDSCAPE PLAN C-12 TREE RIPRAP VARI BL O O IRON PIN .'. •� ;` CONCRETE SIDEWALK GRAND FORKS BOULEVARD - 0 NEW STOOP * 24' WIDE PRIVATE ACCESS AISLE/ALLEY INGRESS/EGRESS EASEMENT NEW PAVEMENT TYPICAL LOT LAYOUT ---= = - CURB & GUTTER NTS - - - - LOT LINE/PROPERY LINE ANO. OF PARKING SPACES - - LIMITS OF CLEARING AND GRADING ® STEPPING STONE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. DESIGNED BY. PROJECT. HOLLYIVIEAD TOWN CENTER REVISION NUMBER: DMJ AREA C. BLOCK 5 3 DRAWN BY: FINALSITE PLAN ,JLC DRAWING NUMBER: GENERAL NOTES REVIEWED BY: TITLE. C-2 DMJ WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: SHEET NUMBER: 204224.03 422403C-2dwg CIVIL H: N/A 9/12/05 2 OF 14 V. NIA Drawing Path: \\Cville-server\AutoCad\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-2.dwg � - - . "I, - - . , , ;, , tt , , , , I 1\ 1, _. ,-, -_ 11 -,-,. -, - - I ­ -­ ,_ _ __ ­. --- ­_ -- .- __ ___ - -_ -"- 1'� . I . I" " I , I 11 � 1� , I \ 1, I . � .11 - ,__ I 1�. 1. 11'' - ­., I �, , "' .� ,_ _., 1. I— _­ ____ - ­ __ __ -1 . 1�, 1\ '.. , , I" . 11, � , ,�, 1, � 1, . .. �', 1, � -1. 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FINAL SITE PLAN . '-' DAVID M. JENSEN �' - PLANNERS JLC I TITLE. DRAWING NUMBER: I It No. 11484 REVIEWED BY: EXISTING SITE CONDITIONS C-3 - . -A AsS %f )"CIATES ' DMJ AND DEMOLITION PLAN 1A PO EWx 4119 1402 GreenbTier Plwe SHEET NUMBER: 0 "100 4 � ko ,,, A OwImuville, VA 2M] G L WWA NUMBER: FILE NAME: DISCIPLINE. SCALE. DA : I PW 734V316= Mom 4M.9FA.2700 NO. I REVISION I BY DATE NO. REVISION BY , DATE IONAL %VW.Wwwsmiatesmet -1 204224.03 422403C-3 CIVIL H: 1 "=30' 9112105 - - __ I V. NIA I - __ _� � Drawing Path: \\Cville-server\AutoCad\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-3.dwg area LR. Reserved For Future DedIca�t��� 0.43 Acs Post Oft iu -nd Trust r! \ _1AB 16 FZA ,� , Zye dy yyj jg 51 J ���(2) 1 s"x 1sTimberwcod Blvd 146 SIGHT DISTANCE -s�: of -i��` STEPPING STONES � TYP Variable Width i 246 SIGHT DISTANCE t`,fi. , Stu `t Public R VV & .��i���,e����.���.e, �:':�,�r�.,���en ♦ � :... 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RLIRE SMT 3 ,., 7 } �! - _ t.\s . - k �.t ___ r ,_. � , s .�_z.-a,•;:'t�+..« .�.�.__.r,_�x _x .t,N_...:.r>-. _L __.. ,.: - ,j � ...'.«. � _ i r +on ..... .,.... ',.tet c i '�.�•E� t .. .. .. • .. .r. «w ... ...... ....... ......__..A.,.. --..-..,_-_.,«.____,.._....c.. _.._.._...__.... ._. _.. .A_-_..._.__-. _...922_.... ...._ ......._._.. »,. , ._.<__.._ ........__._.... .b._ \'i _ - r� T M A� 9 :y EASEME T LOT 9 LOT 10 LOT 13 LOT 1 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 11 LOT 12 LOT 15 LOT 16 ! y� X, , �, _ = <; -'� f •, +; -.\ •\..' �7 t �f ,l."t ,.N � �1, �0 C": �,Y �,,, \ �•,C. �". � .\ � .,J T61/ I �/ �{ �� ''s. _� r '„'� y, � ',.'� �\� \ .tea :\,�•`` ' ;i> '� T� I o CONNECT Z I STO SIGN & STREET D=1 �/ EX. 8" WL) NAM SIGN 1+48.41 LAUREL PARK LANE I / T�„� °ate 3"�• `• ', ; ACCESS ROAD � BLOCK 5 I• I I I I I I I / e �• - OT /BlocIc C4 , , � I� �� I ,L� s I I r� � I i -L� I I I �r.� ; I � I •L� I 1 I �r.' I I •r.� � I I 1� I / �o _ RS4 .20 ,:ti�,;� f"3 Acres .p .,,� � �' 1 I•• r , I 1 1 is 1 ; i 1 ( i. 1 i i. 1 , I J' ! P �\ C"-�""'•�, � LZ^ •'`'` � . CG 6 l c i i OT , f f• _ 1 sem.. 1 /SIGHT DIST C YNACEr' 1 �..I' -1 f_1 1 ,'L i l :..: ,._. .. .x. .. _..._.. ..,a, . .. ..._. r... _._ ., .....__.,�-. ..... ..-. .... ...... ,..,.- : ,. ... -. .. .. . _,__. .... .. .- t: .. .... ._. .. .. .. .... _.. .�. ,... .. ... .. ..,,_,. .. __.... .. _. - _ �u,. ... .. _ _. .. 1. .. ... -.. �. _ .- . ,.. .... �'��r...� ."v., . ... ..�; �.. ,.. . .� / _ , INGRESS EGRESS ESM'T 4O , STOP SIGN & STREET. 8. NAME SIGN D-9 VARIABLE k WIDTH DRAINAGE EASEMENT 8" STUBOUI, TO BE CAPPED `F o 8"X8" CRO FH 8 V ` J4 8" BOUT/ ' TO BE PE SITE DISTANCE EASEMENT �f / . .c f r % 1>1 X. 20' ACSA WATERLINE ESM'T CG_ 1 ADDRESSED ACSA COMMENTS JLC 12/20/05 8 REVISED PER VDOT COMMENTS JJK 7/12/06 2 ADDRESSED ACSA COMMENTS JLC 01/03/06 9 REVISED HORIZONTAL LOCATIONS OF ALLEY do GRAND FORKS BLVD. JJK 7/25/06 3 ADDRESSED ACSA COMMENTS JJK 01/11/06 0.06' 0.11' 0'00'46" 0.11' N 63'54'25" W •4 ADDED STEPS JJK 02/01/06 9'00'02" 81.60' N 78'00'22" W C5 167.50' 5 REVISED BOUNDARY JJK 02/09/06 C6 100.00' 43.44' 81.95' ' 6 ADDED CURB RADII, SIGHT DISTS., STOP & STREET NAME SIGNS JJK 04/10/06 26.96' 53,53' 17'02'16" 53.33' S 41'42'07" W 7 REVISED PER COUNTY COMMENTS JJK 06/30 06 11'22'35" 18.14' N 27'29'42" E C9 100.00' NO. REVISION BY DATE NO. REVISION BY DATE `R= 5 0 "'{,� ^<^ 119 SIGHT DISTANCE0. o MOTE: =30.0'\. ;`ADJUST ER,A ME & i f MANHOLE COVER T0, \ 1 /GRADE. y �!_5s t,' PROPOSED FINISH , y' -J ROTATE MANHOLE COVER AND, , S.a}t t•, sa z I=� _ AVOID CUFF GOUTT R. THE/ SANITARY �� �� \`O E LINE MAY NEED TO \, r�F \�\`\y:, �� t. SEWER (` s ti, ti c r.1tlrk t ,. BE SHO�ENED TO AVOID f 70 �;; if ` ii Curve Radius Tangent Length Delta Chord Chord Bear. C1 47.50' 17.16' 32.93' 39'43'32" 32.28' N 18'33'22" W C2 509.00' 115.10' 226.38' 25'28'58" 224.52' N 51'09'37" W C3 509.00' 0.06' 0.11' 0'00'46" 0.11' N 63'54'25" W C4 520.00' 40.93' 81.69' 9'00'02" 81.60' N 78'00'22" W C5 167.50' 29.19' 57.81' 19'46'23" 57.52' S 87'36'26" W C6 100.00' 43.44' 81.95' 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 7525'11" E C16 526.50' 55.06' 109.73' 11'56'27" 109.53' S 63'03'55" E C17 32.50' 7.707' 15.14' 26'40'55" 15.00' S 70'33'25" E C18 32.50 7.69 15.11 26'37 57" 14.97' N 82'47'09" E C19 , 180.00 , 16.47' , 32.85 „ 10'27'21 , 32.80 S 55'26 56 W C20 670.00' 108.86 , 215.83 » 18'27 26 n 214.90 N 39'29'36" W C21 543.00' 4244 84.71 8'5616 84.62' S 43'5710' 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' 19'3955" 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 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 86.37 172.29' 10'10'56" 172.07' N 46'02 45 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' 65.27' 130.36' 7'14'52" 130.27 N 47'30'47" E 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 C48 523.50' 65.36' 130.05' 14'14'01" 129.72 N 36'19'50" W C49 32.50 29.26' 47.64' 835908" 43.49' N 24'20 26 E C50 276,00' 45.50 90.19' 18'43'24" 89.79' S 5743'23" W C51 32.50' 29.22' 47.60 83'54'38" 43.46' N 71'10'08" W C52 523.50 50.72 , 101.12' 11'04'01"1 , , „ 00.96 S 34'44'50" E C53 67.50 61.85 100.14 85'00'00" n 91. 20 N 01'1314 W C54 766.50' 6 50 30.82 61.60 n 43617 61.59 S j9'45'00" W C55 833.50' 36.33' 72.62' 459'31" 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' 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 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' 734'42" 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 61'13'31" E C66 25.00' 22.86' 37.03' 84'52'37" 33.74' S 14'53'47" E C67 523.50' 14.47' 28.93' 3'10'00" 28.93' S 41'51'51" E C68 526.50' 32.68' 65.27' 7'06'12" 65.23' N 65'29'03" W 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 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 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' L26 S 4548'25" E 10.00' L27 S 44'11'49" W 26.24' L28 S 66'30'54" W 12.07' L29 S 67'05'05" W 12.77' L30 S 71'46'50" W 56.41' L31 N 41'37'02" W 39.33' L32 S 48'22'58" W 7.76' L33 N 41'37'02" W 25.65' L34 N 39'42'06" W 10.45' r 4, 1 CURB/& GUTTER. �j'"_1. o�., \' f Si, ' x/ r \ 0111, TMP 32-41-D \ C .z 9! tl e' d States Postal Service J 1.659--184 Plat IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED -B 2378-421 SCALE. 1 - 30 Ztmied: L1 � off, E `: ice 30' 0 30' "): �. DESIGNED BY: PROJECT: ° y DMJ HOLLYMEAD TOWN CENTER REVISION NUMBER: r ENGINEERS DRAWN BY: AREA C, BLOCK 5 9 I SURVEYORS FINAL SITE PLAN , v DAVID M. JENSEN 9 PLANNERS JLC TITLE: DRAWING NUMBER: SITE LAYOUT PLAN No. 11 4 ,� IATE RSI EWED DMJ 0�Y. C-4 ��* ��W Poaox4119 1402CmenbrierPl= SHEET NUMBER: Lynchbur& VA 24502 Q,.r1"uesville, VA 22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 Sl o AL www.ww985oet81es.net 204224.03 422403C-4.DWG CIVIL H: 1"-30' 9112/05 4 OF 14 V: NIA Drawing Path: M:\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-4.dwg I 1, I . \� .1, - - - I" I., I., ".._- �, , , -1. I-- ­ _ I ­­ ­ -11 .... . .. . .. -, - I—- 1� �, I— ", 1',,� �,,� , -1 ,, �, ­ " I 1, -�, I I N, , '. ", I �_ ­"%%'��, 1� ""- � . , , . -1/11, I �., 11, -, % , - . -, I 1\ I _. � ---- - --- `�� " ,,, I 1� , I , " \. 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DRAWING NUMBER: 5 JJK 02/09/06 vo No. 1�t4lfbk REVIEWED BY: SITE GRADING AND C-5 . 6 ADDED SPOT ELEVATIONS & GRADING . JJK 04/14/06 . . �, - C I .� AsSOCIATE,S DMJ . UTILITY PLAN I — :�, PO Box 4119 1402 Greenbrier Place SHEET NUMBER: 7 REVISED PER COUNTY COMMENTS JJK 30/06 :e�, � G Lynchbur&VAU502 CIAHOUft,ilie,VA22901 WWA NUMBER: FILE NAME: DISCIPLINE. SCALE. DATE. NO. 06 moft: 434.316.6090 Pbonc: 434.984.2700 H: 1`_-30' 1 1 &IONAL WWW.WW&BSOCIMCS.net 204224.03 422403C-5.dwg CIVIL 9112105 REVISION I By DATE NO. , REVISION BY I DATE I V. NIA I Drawing Path: M:\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-5.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: l) the rezoning itself gives rise to the need for the conditions; and 2) such conditions have a reasonable relation to the rezoning request: 1. Development shall be in general accord with the Application Plan entitled Rezoning Application Plans for Hollymead Town Center Regional Service Area C, (Sheets A-1, A-2, only), prepared by Rivanna Engineering & Surveying, PLC, revised, last revised, July 7, 2003 ("Application Plan"), The standards of development and central features and major elements within the Property essential to the design of the development shall be in general accord with the Block Exhibit, the Code of Development's Narrative, and the Code of Developments tables and appendices set forth in the attached Application Booklet, entitled "Hollymead Town Center, Application Booklet, ZMA-01-20 (Area C)." The Owners have presented, as part of their rezoning application, a number of conceptual plans and illustrations for various purposes, but principally to provide justification for the rezoning actions they are seeking. Unless specifically referenced in these proffers, all plans and illustrations submitted as part of Applicant's rezoning application, other than the Application Plan as defined above, shall be deemed illustrative only, and such plans and illustrations shall not be deemed proffers. The Owners reserve the right to reconfigure the internal block improvements, consisting of buildings, parking and drive aisles and drive-through window features and as shown on the Application Plan in order to: i) comply with conditions imposed by Special Use Permits, and ii) assure compliance with ARB requirements iii) and provide all necessary storm water management and BMP's as necessary. 2. The Owners of Area C, as shown on the Application Plan (the "Owner") shall course completion of the foll owing road improvements that shall be roads constructed to VDOT standards and either be accepted by VDOT or be bonded for VDOTs acceptance as follow A Construction of Timberwood. Boulevard, as depicted on the Application Plan and further described as follows: i) from the intersection at US Route 29 to a new terminus within Hollymead Town Center that is shown at the extension of the ZMA-01-020 Attachment E Hollymeald Town Center Area C VDOT future road improvement project of Airport Road, this will provide the connection to Airport Road from Route 29 as previously proffered as part of ZMA- 94-08. The constructed improvements shall include two Eastbound lanes in conjunction with the improvements designed for TM 32 Parcels 41D1 and 41A to the first dual lane roundabout at access road B and Westbound lanes of dual left lanes, one thru lane and one continuous right tum lane from the roundabout at access road B to the intersection with Route 29, from the roundabout at access road B a two lane section shall be constructed to the VDOT extension, with additional tum lanes at intersections located in Area C pursuant to road plans approved by the Virginia Department ofTransportabon ("VDOT') and the County as part of the Area C site plan. B. Construction of dual left turn lanes at the intersection of Route 29 and Timberwood Boulevard, from northbound Route 29 into Timberwood Boulevard. The tun 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 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 -fleet 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 in) a continuous right tum lane starting at the fight -in at the Northern boundary of TM 32 Parcel 41A to the right -in at the Southern entrance of Area C. E. Construction of one additional continuous right tum Northbound lane starting 1090 feet south of Timberwood Boulevard at the location of the beginning of the tum and taper of Worth Crossing and Route 29, and terminating at Timberwood Boulevard F. Access Road C, between Area A and its intersection with Timberwood will be built or bonded before the issuance of the first certificate of occupancy within Area B. If bonded, the road will be constructed for acceptance by VDOT within one year of the first certificate of occupancy. COUNTY OF A+_BEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 May 25, 2005 Fax (434) 972-4126 Katurah Roell Virginia Land Company 195 Riverbend Drive Charlottesville VA 22911 RE: SDP -2005-0011 Hollymead Town Center Area C Block 5 Preliminary Site Plan Dear Sir: The Department of Community Development hereby grants administrative approval to the above— referenced site plan. The approval of the preliminary site plan is valid for (1) one year in accordance with Zoning Ordinance Section 32.4.3.1. Therefore, the preliminary approval shall expire May 25, 2006. If the preliminary site plan approval expires, a new application must be filed and processed. Please address all of the requirements and conditions listed below and submit eight (8) tentative plan copies to the Department of Community Development. This letter must be submitted with the tentative plans, as a checklist, to document that you have addressed all requirements or conditions, or the tentative plan will be denied. NO. I REVISION I BY I DATE I NO. I REVISION I BY I DATE The Erosion and Sediment Control Plant and the BMP Stormwater Management Plan, with the associated applications and fees, may also be submitted with the eight (8) tentative Plans: Failure to do so will result in a separate application to be filed w6th the Department of Community Development at a later date. After the initial tentative plan submittall, each department/agency will contact you to discuss any remaining conditions. After all aforementioned department/agencies have granted a tentative approval, you may submit the final mylars (2 sets), two paper copies, final site plan application, final site plan fee, and a copy of all written tentative approvals to the Department of Community Development. Signing of the plans will occur within one week once it is determined that the final site plan mylors reflect all tentative approvals. The final site plan will be subject to all final site plan requirements (Zoning Ordinance Section 32.6), in addition to the following conditions. 1. The Zoning & Current Development Division shall not accept submittal of the final site plan for signature until tentative approvals for the following conditions have been obtained. The final site plan shall not be signed until the following conditions are met: A. Planner approval to include: 1. [32.6.3] Approval of a landscape plan in compliance with Section 32.7.9. The plan should be overlaid with the utilities plan to show all landscaping to be located out of any utility easement. and, 2. [32.6.6(j)] Submittal of a description and photograph or diagram and show the location of each type of outdoor luminaire that emits 3,000 or more initial lumens. Please be aware that installation of such luminaires in the future that are not shown on this plan shall require an amendment to this plan. and, 3. [32.6.6(j)] [4.17.4(b)] Submittal of a photometric plan on the site plan demonstrating that parking area luminaires are in compliance with 4.17.4 b and, 4. [32.6.4.1] The final plan approval is subject to the issuance of a Certificate of Appropriateness from the Architectural Review Board and, 3. Approval and recordation of all plats of easements for access. B. Engineer approval to include: 1. A completed application and fee for erosion control and stormwater management. [17— 203, 17-303] and, 2. An erosion control plan, narrative and computations.[ 14-311, 17-203] 3. All roads needed for access to this site must be built or bonded before final site plan approval can be granted. Plantings in sight distance easements will need final approval and, rDTH OF ID M. JENSEN k�Njojl14 _ AL _ ZMA-01-020 Attachment E Hollymead Town CenterArea C The road improvements listed in proffer 2 A, 2B, 2C, 2D, 2E and 2F above shall be constructed, in accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing improvements shall be i) constructed to VDOT design standards pursuant to detailed plans agreed to between the Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for VDOTs acceptance as a condition for issuance of any certificate of occupancy for Area C improvements (except as otherwise provided in proffer 2F). The width, length, location, (inside median or outside existing pavement), type of section (e.g., urban vs. rural), and geometries of all lane improvements shall be as required by VDOT design standards and detailed plans submitted by the Owner and approved by VDOT. 3. All road improvements listed in proffer 2 above shall be substantially completed prior to the issuance of the first Certificate of Occupancy in Area C; notwithstanding the foregoing, the road proffers described in proffer 2 above shall be satisfied if the Owner has submitted plans for all such road improvements for review by VDOT, and although such improvements are not fully completed by the issuance of a Certificate of Occupancy for Area C, sufficient bond has been supplied to satisfy all costs to complete such improvements in accordance with plans approved by VDOT. Substantially complete for the purposes 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 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 proposes 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 ref mded to the Owner. 5. The Owner shall contribute $200,000.00 (the "total contribution") to the County for the purpose of funding capital improvements related to the Hollymead Town Center. The contribution shall be paid as follows: $100,000.00 shall be contributed to the County within 30 days after the first final site plan or subdivision plat containing dwelling units is approved in Area C; the remainder of the contribution shall be paid on a pro rata basis at the time a certificate of occupancy is issued for each dwelling unit; the pro rata contribution shall be based upon the number of dwelling units approved as part of the first final site plan or subdivision plat. Iffive years after the date of approval of the first final site plan or subdivision plat the total contribution has not been fully paid, the Owner ZMA-01-020 Attachment E Hollymead Town Center Area C shall contribute the unpaid balance within 30 days upon the request of the County. If the fund is not exhausted within 10 years from the date the last contribution is made, such unexpended funds shall be refimded to the Owner. 6. Upon the request of the County, for any parcel used for non-residential purposes in the portion that is currently zoned Light Industry that will be rezoned to PDMC the Owner shall petition for and consent to a Community Development Authority ("CD A") established pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the purpose of financing, funding planning, establishing, constructing, reconstructing, enlarging, extending or maintaining Route 29 and roads and other improvements associated therewith, which shall include, but may not be limited to improvements to Route 29 from the South Fork of the Rivanna. River to Airport Road, the extension of Ridge Road as depicted on the Master Plan, to the South and across the Rivanna River to connect to Berkmar Drive. Submitted as of the 25h day of July 2003, by: Post Office Land Tnist �f By Charles W. Hurt, Trustee Shirley T.. Filsr r, Trustee 4. A stormwater management plan and computations. Computations must include water routings for the 2yr and 10yr storms for adequate channels (and pipes, drop inlets, etc.). Best Management practices shall be designed and sited to capture runoff from the entire land development project area and, in particular, areas of impervious cover (including roofs) within the land development, to the maximum extent practicable. The site plan cannot be approved if the building roofs do not drain to the stormwater management facility. Please supply calculations to show the roofs will adequately drain to the stormwater management facility. [17-304. specifically 17-315A] and, 5. A completed stormwater management facilities maintenance agreement and fee. [17-304] and, 6. VDOT comments must be addressed before final site plan approval. [VDOT] C. Albemarle County Service Authority approval to include: 1. The dedication and approved easement plat for the Joseph Wright sewer extension has not been completed. Approval will not be granted until this is done. D. Virginia Department of Transportation approval to include: 1. The centerline of Timberwood Blvd needs to align with the approach section constructed with the Airport Road project. The transition through the intersection hinges on that alignment (i.e. no more than 6 feet of transition through the intersection). The current design show about 10 feet of transition, which is not acceptable. The developer has stated they will add a 4' transition and pull the curb in on the corner of block. and, 2. The radii at the connection opposite Grand Forks and the radii at the corner of Timberwood and Public Road will need to be upgraded to include CG -12's. Please contact me at your earliest convenience if you have any questions or require additional information. Sincerely, Francis H. MacCall Senior Planner Zoning & Current Development fmaccallOolbemarle.org File: SDP -2005 —0014 WJA ENGINEERS SURVEYORS FAX PLANNERS ASSOCIATES 147 Mill Ridge Road 1402 Greenbrier Place Lynchburg, VA 24502 Cludoue ,ille, VA 22901 Phone: 434.582.6175 Phone: 434.984.2700 www.wwassociates.net DESIGNED BY. PROJECT. HOLLYMEAD TOWN CENTER REVISION NUMBER: DMJ AREA C. BLOCK 5 FINAL SITE PLAN 0 DRAWN BY: JPD DRAWING NUMBER: TITLE. PROFFERS AND APPLICATION PLAN C-6 REVIEWED BY: DMJ SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE. SCALE. DATE: 204224.03 422403C— 6. d wq CIVIL H: AS SHOWN 9112105 6 OF 14 Drawing Path: \\Cville—server\AutoCad\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-6.dwg y. .< n: `t f it 1 { t { y-- ,. � _�,`./� , :\ •, , `•^ -+i. 1 L4�2. > .. , a.C! i i < ti�� --1 .. ICM ' L, r^ .�' - r < •�;`. ,r p ,fit -zo I Q 3 p M1 y I34D t :7 71._1----1.___. ,. z 77 qi Ii"T 1+ p 7) 4 Z, -.7 I7�7 _Z7 IN I PN. LOT LOT Off 011 0' .6 .;„.3� I--------- ... X IAM 0m. 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B Zoned, Ll Post X 4D I10000, '11 1001 2 A. .100, 0/ ILA 1101 > # t+ II000, f 1000, 400e ISCALE: 1 40' i ' r 1 � I r i % / !, ' � 1 � 1 � �\ ak i�: y' 't `_:�'ty r ' �\ .>rA''' '�� a�?'.` , , ! , 3, ' , , �r ' /:, �_/ _ 7,.`Q/ '' -"9,n_,�` ♦ �`\af_`',�•_gyp ''• , \ ` � $ sdA ,�\�\._ \m �.��/ �-;�)C\_G�_�am}•'�`•h,'. ,\ ��`\ t � �--- — `/- `�rG\JJ,\��"\\,`�\\ 1 �' `\' . �,\\a' `��!t Z +1( '. \ \/�\, \ \•. ,"l\ \\\ \,\ `t. t \ �!I !. t \ \ \ `'.r ./rr'� r��, t o�_ GRAPHIC SCALE MUST BE USED ,00e IF THIS DRAWING IS A REDUCTION 0000, 40' 0 40' > III/ II 1 ADDRESSED ACSA COMMENTS JLC 12/20/05 2 ADDRESSED ACSA COMMENTS JLC 01/03/06 3 UPDATED TOPO TO REFLECT EX. CONDITIONS JJK 01 20 06 • 4 REMOVED SILT FENCE, ADDED DIVERSION DIKES & DUST CONTROL JJK 04/11/06 5 REVISED SEDIMENT TRAP 0 ST -74 JJK 06J,30/06 6 REVISED PER VIDOT COMMENTS JJK 7/12/06 7 REVISED HORIZONTAL LOCATIONS OF ALLEY & GRAND FORKS BLVD. JJK 7/25/06 NO. REVISION BY DATE N0. REVISION BY DATE TH 01p A DESIGNED BY. PROJECT: HOLLYMEAD TOWN CENTER ENGINEERS REVISION NUMBER: DMJ AREA C, BLOCK 5 7 SURVEYORS DRAWN BY. FINAL SITE PLAN I JENSEN PLANNERS DSB TITLE. DRAWING NUMBER: No. 1 1 REVIEWED BY: EROSION AND SEDIMENT C-7 yb Aww sSOCIATES DMJ CONTROL PLAN PO Box 4119 1402 Greenbrier Place' SHEET NUMBER: + Lynchburg, VA 24502 ClarloUesville, VA 290Ibone: 4M.9841700 WWA NUMBER: nLE NAME. DISCIPLINE: SCALE. DA "ONAL www.vzAmsomtes.net 204224.03 422403C-7.dwg CIVIL H: 1_-40' 9112105 7 OF 14 V. NIA Drawing Path: M:\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-7.dwg Erosion and Sediment Control Narrative I. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO PROVIDE THE CONSTRUCTION OF 42 TOWNHOMES IN HOLLYMEAD TOWN CENTER. THE SITE IS LOCATED IN ALBEMARLE COUNTY AND WILL INVOLVE DISTURBING 4.24 ACRES. THE DEVELOPMENT WILL INCLUDE 42 TOWNHOME UNITS, PAVEMENTS AND SUPPORT UTILITIES. II. EXISTING SITE CONDITIONS THE PROPOSED SITE IS LOCATED HOLLYMEAD TOWN CENTER. THIS SITE WAS CLEARED, GRUBBED AND GRADED AS PER THE APPROVED MASS GRADING PLAN FOR HOLLYMEAD TOWN CENTER, AREA C. THE SITE DRAINS TOWARD SWM FACILITY #2. III. ADJACENT PROPERTIES THE SITE IS BOUNDED BY PROPOSED TIMBERWOOD BOULEVARD PHASE II TO THE WEST, PROPOSED LAUREL PARK LANE TO THE SOUTH, GRAND FORKS BOULEVARD TO THE EAST AND A UNNAMED ROAD TO THE NORTH, ALL WITHIN HOLLYMEAD TOWN CENTER AREA C. IV. OFF-SITE AREAS ALL SOIL MATERIAL HAILED 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. %= ACCORDING TO USDA SCS SOIL MAPPING, THE PROJECT SITE UES ON SOIL TYPE 34D-GLENELG LOAM. SOIL TYPE 34D-GLENELG LOAM, 15 TO 25 PERCENT SLOPES, IS DEEP, MODERATELY STEEP, WELL DRAINED SOIL THAT IS FOUND ON SIDE SLOPES ALONG DRAINAGEWAYS. SLOPES ARE SMOOTH AND ABOUT 400 TO 800 FEET LONG. AREAS OF THIS SOIL COMMONLY ARE LONG AND WINDING. THEY RANGE FROM 10 TO 40 ACRES. THIS SOIL HAS AN ERODIBILITY FACTOR K = 0.32 AT 0-8 INCHES WITH PERMEABILITY RANGING FROM 0.6-2.0 INCHES PER HOUR. 34D FALLS WITHIN HYDROLOGIC SOIL GROUP B. A. 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 71MBERWOOD BOULEVARD. 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. 1. TEMPORARY 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 14. 6. TEMPORARY RIGHT-OF-WAY DIVERSION (RWD) 3.11: SHALL BE INSTALLED ACROSS THE CONSTRUCTIONENTRANCE AS SHOWN ON THE PLANS, SHEET 7 OF 14. 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. gavatim:1 q -1W 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. FOR SOUTHERN SLOPE (BEYON BLDG 15) APPLY 108 POUNDS OF KENTUCKY 31 FESCUE, 2 POUNDS OF RED TOP GRASS, 20 POUNDS OF SEASONAL NURSE CROP, AND 20 POUNDS OF CROWNVETCH. 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 FERTIUZED, LIMED AND MULCHED AT THE FOLLOWING RATES: FERTILIZER 10-20-10 AT A RATE OF 1000 POUND PER ACRE; LIME OF AGRICULTURAL GRADE UMESONE 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. 1 ADDRESSED ACSA COMMENTS JLC 1 12/20/05 3.31 n&m 2 ADDED MINIMUM STANDARDS MS -17 & MS -18 JJK 01/24/06 3A7 INLET PROTECTION 3 ADDED GENERAL CONSTRUCTION NOTES FOR EROSION CONTROL PLAN JJK 04/1%6 INLET PROTECTION 4 REVISED PER COUNTY COMMENTS JJK 06/30 06 NUMBER: PLANNERS TITLE: REVfEWED EROSION AND SEDIMENT C- 8 AsSOCIATIES DMJY NOTES AND DETAILS PO Box 4119 1402 Greenbrier Place Lynch bur8A 24502 Clwlouncville, VA ?3901 OPhone:w1ou WWq NUMBER: NO. REVISION BY DATE NO. REVISION 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: N/A 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 CONSTRUCTELD 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 IIMMEDIATELY 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-UNEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS;, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES, EXCEPT FOR ANY DIVERSION DITCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED► OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT' DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. D. TRENCH BACKFILL MATERIAL SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABIUZATION SHALL BE ACCOMPLISHED IN ACCORDANCE W17H THESE REGULATIONS. F. ALL APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WrTH AT ALL TIMES MS -17 CONSTRUCTION ACCESS ROUTES: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVEDI 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 SHMI 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 STABUZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. D. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND SYSTEMS SHALL BE MAINTAINED, INSPECTED, AND REPAIRED AS NEEDED TO INSURE CONTINUED PERFORWANCE 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 F -OR 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 STRUCTURE SHALL BE INSPECTED AF rO EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND THE TRAP 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. 3.18) RIPRAP INSTALLATIONS SHOULD BE INSPECTED PERIODICALLY TO DETERMINE IF HIGH FLOWS HAVE CAUSED SCOUR BENEATH THE RIPRAP OR GEOTE MLEE FABRIC OR DISLODGED ANY OF THE STONE. 7. (SPEC. 3.31 & 3.32) AREAS WHICH FAIL TO ESTABLISH VEGETAXTIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIIFIED. B. (SPEC. 3.36) VIII. SEQUENCE OF CONSTRUCTION 1. CONSTRUCT THE TEMPORARY PAVED CONSTRUCTION ENTRANCES, RIGHT OF WAY DIVERSION, SILT FENCE, DIVERSION DIKES 1 & 2, ADJUST STUBOUT INVERT TO 572.14 AND ADD) CULVERT INLET SEDIMENT TRAP FOR EXISTING STORM DRAIN STRUCTURE ST -74, ADD STORM DRAIN INLET PROTIECTION ON EXISTING INLETS AS SHOWN ON SHEET 7. 2. CONSTRUCT AND INSTALL ALL OTHER EROSION AND SEDIMENT CONTROL MEASURES AS IS PRACTICABLE. 3. PERFORM GRADING TO BRING ALL AREAS TO GRADES SHOWN; INSTAkL.L STRUCTURES UP TO D-5 WITH STANDARD DROP INLET PROTECTION. INSTALL PIPE TO D-6, ADD CUILVERT INLET SEDIMENT TRAP AT END OF PIPE SET IVERT AT 587.89. INSTALL REMAINING UTILITIES. CURB AND GUTTER, PAVEMENTS AND CONSTRUCT BUILDINGS. 4. PROVIDE TEMPORARY SEEDING AND OTHER EROSION CONTROL DEVICES TO MINIMIZE TRANSPORT OF SEDIMENT. 5. PERFORM PERMANENT SEEDING, STRAW MULCHING, AND STABILIZE ALLL DISTURBED AREAS. APPLY DOUBLE SHREDDED HARDWOOD MULCH TO PLANTED AREAS. 6. EROSION CONTROL DEVICES MUST REMAIN IN PLACE UNTIL RELEASED( BY THE EROSION CONTROL INSPECTOR. INSTALL STRUCTURE D-6. 7. REMOVE TEMPORARY EROSION CONTROL MEASURES, AND STABILIZE AFFECTED AREAS. 8. CLOSE OUT THE PROJECT. T OF DAVID M. JENSEN No. 114,84 Sj�NAl E� BY DATE IX. PROPERTY OWNER RESPONSIBLE FOR MAINTENANCE IMPLEMENTATION 1. POST OFFICE LAND TRUST C/O C.W. HURT CONTRACTORS, LLC P.O. BOX 8147 CHARLOTTESVILLE, VIRGINIA 22906 ATTN: KATURAH ROELL (434) 979-8181 ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR EROSION CONTROL PLANS ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTCICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS). THE CONTRACTOR SHALL SUBMIT A SUPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLANNING APPROVAL AUTHORITY. ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURE NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUN-OFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. EROSION AND SEDIMENT CONTROL LEGEND 3.02 PAVED CONSTRI.ICTION PROJECT. CE 3.31 n&m SILT FENCE SF X -X X 3A7 INLET PROTECTION [3.30] Ip DUST CONTROL DC INLET PROTECTION CIP Foll,TEMPORARY DNMION DIKE DD 3.11TEMPORARY Y DNERSION PROJECT. HOLLYMEAD TOWN CENTER 3.31 TEMPORARY SEEDING O 3.32 PERMANENT SEEDING p$ [3.30] AREA C, BLOCK S DUST CONTROL DC DRAWN BY. STONE 76' MIN. CONSTRUCTION ACCESS-\ 3" SM -2A ASPHALT' TOP /-COURSE " MIN. 21A AGGREGATE RASE tt- --- POSITIVE DRAINAGE *MUST EXTEND Ful L WIDTH TO SEDIME'N'T' Or INGRESS AND EGRESS TRAPPING DE, VICE OPERATk01*t . i. NOTE: HYDRANT SOUTH OF INTERSECTION AT TIMBERWOOD BOULEVARD AND LUAREL PARK LANE TO BE USED TO SERVE AS WASH RACK. PAVED WASH RACK ;E DESIGNED BY: PROJECT. HOLLYMEAD TOWN CENTER REVISION NUMBER: WAM DMJ ENGINEERS AREA C, BLOCK S 4 SURVEYORS DRAWN BY. FINAL FINAL SITE PLAN DSB NUMBER: PLANNERS TITLE: REVfEWED EROSION AND SEDIMENT C- 8 AsSOCIATIES DMJY NOTES AND DETAILS PO Box 4119 1402 Greenbrier Place Lynch bur8A 24502 Clwlouncville, VA ?3901 OPhone:w1ou WWq NUMBER: FILE NAME. DISCIPLINE: SCALE. SHEET NUMBER: DATE: Phone: 4-14V316.6080.24102 434.984.2700 www.wwassoaates.uet 204224.03 422403C-8.dwg „ , CIVIL H: 1 =30 g/12/05 8 �F 14 V: NIA Drawing Path: \\Cville_server\AutoCad\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-8.dwg Drawing Path: M:\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-9.dwg Drawing Path: \\Cville-server\AutoCad\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-10.dwg I---------- ------- - --- --- - ---------- ------- - -------- - - --­----­ .......... .......... ........ .. . -1-.1--l-I I _­­ I ... .......... ......... . . ..... . ------ ..... . ------ . ----------------- 620 ... ....... 620 ------------- ---- ------- --------- ---- --------- ... ........ ...... i I ......... ... ... . ..... ...... ... ............ .. . .......... ---- ------- ---- ---------- ..... - ----------- ---- --------- - --------- 7 - ---- ------ 620 ........ ------ -------- -------- . ..... ......... ------- ---------- -------- ---------- ------ ---- ------- ------- - - ------ --- ------------ -------- --------- --- ? ---------- I620 II.... ------------- ---- ---- __ .......... - - ------- - ------- I----------------- --------- ----- - -------- - - --------- ------ II- --- -- -- ---------- - ----- - ----- III--- IIII610 610 610 610 II- - ----- ---- ------------- ----- --- -- -- - ----- I- - ---_-------- ------ - --------- ------------ ---- ------ II...... ..... . . ............. -- -------- - . ........ --------- --- ------ - ---------- - ----- . . ............ -NEW-- 'GRADE! ....... . . ......... . ...... - ------ ---- ------- 600 ........ ... .................. .......... 600 I00 . ......... 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DMJ PROJECT. HOLLYMEAD TOWN CENTER AREA C, BLOCK 5 REVISION NUMBER: 6 2 ADDRESSED ACSA COMMENTS JLC 12/20/05 3 ADDRESSED ACSA COMMEWS JLC 01/03/06 VERT: 1 = 1 O' SURVEYORS DRAWN BY. FINAL SITE PLAN 4 ADDRESSED ACSA COMMENTS JLC 01/11/06 ID M. JENSEN No. 1 84 0. 10, 0 10' PLANNERS AsSOCIATES 147 Nfiff Ridge Road 1402 Chvenbrier Pkce Lynchburg, VA 24502 Cluriouesville, VA 22901 AC DRAWING NUMBER: C_ 10 TITLE. WATER LrNE AND 5 UPDATED TOPQ TO REFLECT EX. CONDMONS JJK 01/19/06 "'DMJ" 6 ADDED NOTE (MT IS -1) & DRAMAGE SUMMARY TABLE JJK 04/10/06 SHEET NUMBER: WWA NUMBER: FILE NAME: DISCI PLINE. SCALE. - DATE. 10NAL S1 50' 0 50' HORZ: 1 50' Phone: 434.592.6175 Pbonc: 434.984.2700 umv.wWaswcatesnet 204224.03 4224 03C I 0. d wq CIVIL H: 1 =50 "-- 9112105 F 1 4 NO. REVISION BY NO. 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SHEET N0. TITLE PYI I IV. f\Y11 VI\!11 I I\VC. LL C-1 1 OF 14 COVER (434) 979-8181 2 PROPOSED/APPROVED MAX. SQ. FOOTAGE NUMBER OF DWELLINGS MAX. DWELLING TABLE �� " _ B HOLLYMEAD SQUARE FOOTAGE TO PERMITTED BY BLOCK PROPOSED/APPROVED TO UNITS PERMITTED BY ENGINEER: WW ASSOCIATES, INC. DATE VIA SDP BY CODE DATE VIA SDP BLOCK BY CODE r� 1402 GREENBRIER PLACE N CHARLOTTESVILLE, VA. 22901 F AyrEIsm ;' I ATTN: DAVID JENSEN, P.E. .:, (434) 984-2700 ,^,LL BLOCK I NO SDP SUBMITTED 55,000 NOT PERMITTED --`!, PARKING TABULATION BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED SOURCE OF SURVEY: RIVANNA ENGINEERING AND SURVEYING, PLC. BLOCK IIINO SDP SUBMITTED 50,000 NO 5DP SUBMITTED 40� ARB �—�U��i y I s ^z SOURCE OF TOPOGRAPHY: RIVANNA ENGINEERING AND SURVEYING PLC. SUPPLEMENTED SSRr�e" BY FAULCONER CONSTRUCTION CO. INC. BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 4 OF 14 SITE LAYOUT PLAN WATER SUPPLY PROTECTION AREA: NONE � �.� ,�� 1 COUNTY, STATE: ALBEMARLE COUNTY, VA. BLOCK V NOT PERMITTED -- 42 50 „t `•� F MAGISTERIAL DISTRICT: RIO _ �,CC/' N� LOADING HEALTH DEPARTMENT BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED 117 Z TAX MAP REFERENCE: TAX MAP 32 PARCEL 41 D r �'� oe aac� BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED-- OF SPACES PROVIDED 212 SPACES APPROVALS BLOCK VIII NO SDP SUBMITTED 76,000 NOi PERMITTED -- ,� 4A� �, i ZONING: PD—MC; ENTRANCE CORRIDOR OVERLAY DISTRICT SITE GRADING AND UTILITY PLAN PARKING REQUIRED: SEE TABLE "B" fi I BLOCK IX 25,943 40,000 NOT PERMITTED __ F YARD REQUIREMENTS: THIS PLAN IS IN CONFORMANCE WITH `�r?} 1 {' �H "s` ZMA 01-20 APPLICATION PLAN PARKING PROVIDED: SEE TABLE "B" AND PROFFER #1 TOTAL PROPOSED C-6 6 VICINITY MAP SQ. FT. 25,943 42 II BUFFER ZONE: N/A "= SCALE: 1 20000' MAX. SQUARE 275,000 MAX. DWELLING UNITS 120 MAXIMUM STRUCTURE HEIGHT: 3 STORIES PER ZMA 01-20 FOOTAGE FOR AREA C PARKING/CIRCULATION AREA: 0.50 ACRES FOR AREA C (AREA C) CODE OF DEVELOPMENT SQUARE FOOTAGE REMAINING DWELLING UNITS 78 PLANNE(�/ZONING INDEX H E ETS EXISTING USES: VACANT REMAINING FOR 249,057 FOR AREA C ESTIMATED PROPOSED USES: RESIDENTIAL 42 SFADU: AREA C III TOTAL SITE AREA = 2.63 ACRES (114,681 SF) PARKING/CIRCULATION AREA: 0.5 ACRES (21,700 SF) (18.9%) C-7 7 OF 14 EROSIC)N AND SEDIMENT CONTROL PLAN TRAFFIC GENERATION: 420 VPD LANDSCAPING/OPEN SPACE/PLANTERS = 0.19 ACRES (8,272 S.F.) (7.2%) AREA OF LOTS = 2.46 ACRES (107,287.49 S.F.) DRAWING N0. SHEET N0. TITLE C-1 1 OF 14 COVER SHEET 1 ADDRESSED ACSA COMMENTS JLC 12/20/05 DESIGNED BY: PROJECT. =, HOLLYMEAD TOWN CENTER REVISION NUMBER: 2 ADDRESSED COUNTY COMMENTS JJK 02/09/06 DMJ � ENGINEERS AREA C, BLOCK 5 5 3 ADDRESSED COUNTY COMMENTS JJK 04/14/06 - BY. DRAWN Y: SURVEYORS FINAL SITE PLAN 4 4 REVISED PER COUNTY COMMENTS JJK 06/30/06 � JLC DRAWING NUMBER: DA D M. JENSEN PLANNERS TITLE: 5 REVISED PER ARB COMMENTS JJK 08/18/06 EVIEWED BY: COVER SHEET C_ 1 No 1� AsSOCIATES "D147 DMJ Po Box 4119 1402 Greenbrier Place SHEET NUMBER: LynchhuYg,VA24502 cl,arlouesville,VA22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316 .6080 Phonc: 434.984.2')00 I�NAL H: AS SHOWN ' ND. REVISION BY DATE NO. REVISION BY DATE �''���t�•ne1 204224.03 422403C-1.dwg CIVIL 9/12/05 OF 14 V. NIA Drawing Path: M:\204224.00 C-2 2 OF 14 GENERAL NOTES IMPERVIOUS AREA: 2.49 ACRES TABLE �� " _ B HOLLYMEAD TOWN CENTER C-3 3 OF 14 EXISTINgG SITE CONDITIONS & DEMOLITION PLAN WATER RESOURCE AREA: COMMUNITY DEVELOPMENT AREA AREA � C OVERALL PARKING TABULATION RESERVOIR WATERSHED: NONE ARB �—�U��i VI C-4 4 OF 14 SITE LAYOUT PLAN WATER SUPPLY PROTECTION AREA: NONE VII BLOCK PROPOSED PARKING REQ. # TOTAL N� LOADING HEALTH DEPARTMENT 25.9 4.5 PER 1000 GSF 117 243 +126 3 DU/S.F. RATIO REQ. OF SPACES PROVIDED 212 SPACES APPROVALS DATE C-5 5 OF 14 SITE GRADING AND UTILITY PLAN PARKING REQUIRED: SEE TABLE "B" I PARKING PROVIDED: SEE TABLE "B" DEPARTMEf�T OF COMMUNITY DEVELOPMENT C-6 6 OF 14 PROFFERS AND APPLICATION PLAN II PARKING/CIRCULATION AREA: 0.50 ACRES PLANNE(�/ZONING ESTIMATED III C-7 7 OF 14 EROSIC)N AND SEDIMENT CONTROL PLAN TRAFFIC GENERATION: 420 VPD ENGINEE INSPECT60NS C-8 8 OF 14 EROSION AND SEDIMENT CONTROL DETAILS AND NOTES NOTES: IV 1. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THIS ENTIRE V 42DU 2.25/DU 95 183 +88 N/A C-9 9 OF 14 SANITARY SEWER PLAN AND PROFILE SITE IS PROVIDED IN THE HOLLYMEAD TOWN CENTER STORMWATER MANAGEMENT FACILITY 2. THE SITE IS LOCATED IN DRAINAGE AREA DA—U. C-10 10 OF 14 WATERLINE AND STORM DRAIN PROFILES 2. FIRE FLOW (PER ACSA) FROM CLOSEST FIRE HYDRANT, APPROXIMATELY 880 FEET DISTANCE IS 1986 gmpCa?20psi RESIDUAL. C-11 11 OF 14 LAUREL PARK LANE PLAN AND PROFILE 3. THERE IS A 24' WIDE INGRESS/EGRESS EASEMENT ON PRIVATE ACCESS AISLE. C-12 12 OF 14 GRAND FORKS BLVD PLAN AND PROFILE 4. VISIBILITY OF MECHANICAL EQUIPMENT SHALL BE ELIMINATED FROM THE EC. IX C-13 13 OF 14 LANDSCAPE PLAN C-14 14 OF 14 DETAILS 1 ADDRESSED ACSA COMMENTS JLC 12/20/05 DESIGNED BY: PROJECT. =, HOLLYMEAD TOWN CENTER REVISION NUMBER: 2 ADDRESSED COUNTY COMMENTS JJK 02/09/06 DMJ � ENGINEERS AREA C, BLOCK 5 5 3 ADDRESSED COUNTY COMMENTS JJK 04/14/06 - BY. DRAWN Y: SURVEYORS FINAL SITE PLAN 4 4 REVISED PER COUNTY COMMENTS JJK 06/30/06 � JLC DRAWING NUMBER: DA D M. JENSEN PLANNERS TITLE: 5 REVISED PER ARB COMMENTS JJK 08/18/06 EVIEWED BY: COVER SHEET C_ 1 No 1� AsSOCIATES "D147 DMJ Po Box 4119 1402 Greenbrier Place SHEET NUMBER: LynchhuYg,VA24502 cl,arlouesville,VA22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316 .6080 Phonc: 434.984.2')00 I�NAL H: AS SHOWN ' ND. REVISION BY DATE NO. REVISION BY DATE �''���t�•ne1 204224.03 422403C-1.dwg CIVIL 9/12/05 OF 14 V. NIA Drawing Path: M:\204224.00 ARB �—�U��i VI DEPARTMEf�T OF FIRE RESCUE � ALBEMARL� COUNTY SERVICE AUTHORITY VII VIRGINIA DEPARTMENT OF TRANSPORTATION VIII HEALTH DEPARTMENT 25.9 4.5 PER 1000 GSF 117 243 +126 3 TOTAL 212 426 +214 3 co Block 5\204224.03 Final Site Plan\dwg\422403C-1.dwg MISCELLANEOUS NOTES 1. THIS PLAN IS TO BE USED FOR FINAL SITE DEVELOPMENT PURPOSES ONLY. 2. SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO POST OFFICE LAND TRUST, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 1661 PG. 116. THIS PROPERTY IS INDICATED AS TAX MAP 32 PARCEL 41D. 3. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE "C" ON FEMA FIRM MAP 510006 0125 B, DATED 12/16/80. 4. THE TOTAL AREA OF THE PARCEL OF LAND AS SHOWN IS 2.63 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. 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 LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTEDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN MAXIMUM 6" LIFTS. 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 698 BENEATH PAVEMENTS AND WALKS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT TO 90 PERCENT BY ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 4. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING. 5. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 7. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 8. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 9. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 10. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 11. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 12. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 13. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 14. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 1 ABBREVIATIONS JLC 1 12/20/05 O BC BACK OF CURB O.C. ON CENTER 2 BM BENCH MARK PE POLYETHYLENE BO BLOW OFF PROP PROPOSED 3 C/C CENTER TO CENTER RCP REINFORCED CONCRETE PIPE C G CURB AND GUTTER REQ'D REQUIRED CIP CAST IRON PIPE RT RIGHT 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 LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTEDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN MAXIMUM 6" LIFTS. 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 698 BENEATH PAVEMENTS AND WALKS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT TO 90 PERCENT BY ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 4. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING. 5. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 7. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 8. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 9. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 10. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 11. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 12. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 13. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 14. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 1 ADDRESSED ACSA COMMENTS JLC 1 12/20/05 O IRON PIN a• ...:� 2 REVISED LEGEND JJK 02/01/06 0 NEW STOOP 3 REVISED PER COUNTY COMMENTS JJK ns /3n /ns NO REVISION BY I DATE 1 NO. REVISION BY I DATE jr VIA DAVID M. JENSEN 9 No. 111484 s" f 0NA L 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. ROADWAY CONSTRUCTION NOTES 1. ALL EXISTING UTILITIES WILL BE ADJUSTED TO GRADE BY THE CONTRACTOR. 2. STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH CAPABLE OF SUPPORTING STREET LOADING WITHOUT DAMAGING SETTLEMENT AS DETERMINED BY THE ENGINEER. 3. WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BY COMPACTION OR REPLACEMENT AS REQUIRED. 4. ALL CONCRETE SHALL BE CLASS "A3" UNLESS SPECIFIED OTHERWISE. 5. ALL BITUMINOUS SURFACE TO BE TYPE SM -9.5A (VDOT) UNLESS SPECIFIED OTHERWISE. 6. ALL BITUMINOUS BINDER OR BASE COURSES TO BE TYPE BM -25.0 (VDOT) UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN ON APPROVED PLANS. 7, ALL DETAILS OF PAVING ARE SUBJECT TO FINAL APPROVAL BY THE ALBEMARLE COUNTY ENG. DEPT. AND SHALL BE NOTED ON THE FINAL PLANS AND PERMITS. 8. CONTRACTOR TO GRIND OR MILL EXISTING PAVEMENT AS REQUIRED TO OVERLAY EXISTING PAVEMENT AND TO INDUCE REQUIRED CROSS -SLOPE. PROVIDE HEEL CUT AND SMOOTH FINISH SURFACE BETWEEN LIMIT OF OVERLAY AND EXISTING PAVEMENT SURFACE. 9. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 10. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT, FACTORY MIXED, QUICK -DRYING, AND NON-BLEEDING. PAINT SHALL MEET REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231. 11. HANDICAP RAMPS SHALL HAVE EXPOSED AGGREGATE DETECTABLE WARNING FINISH, IN ACCORDANCE WITH VDOT STANDARD CG -12A. RAMPS SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 12. ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATED SHALL BE AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 13. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. THE COUNTY/CITY SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE R/W THAT ARE NOT PRIVATELY MAINTAINED. 14. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT STANDARDS. SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED. 5. ALL INTERNAL WALKWAYS, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATLEY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9. SIDEWALKS ADJACENT TO TRAVELWAYS ARE 6 FEET WIDE UNLESS OTHERWISE NOTED 10. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. WAM ENGINEERS SURVEYORS in PLANNERS ASSOCIATES PO Be& 4119 1402 (heem6ria PLoe Lynchbur8, VA 24502 Cbmi~d 6 VA 21901 Phaue: 434 316.6080 Phone 434.9842700 Www-wWamocistaLw 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). TIMBERWOOD BOULEVARD 24' - - - - 6' LEAD WALK VARI BLE I• I 5'X12' STOOP UNIT UNIT 40' I I VARIABLE 18' DETA HED :h�- _• DETA HED GAR GE GiGE 24' 12'IL-6' 12PL 4 r� ACCESS AISLE 110' „, I I I I4,LD r -4'I 2, I T I i i�9,1 24 40' r -_.L L_I-J LJ VARI BLqq GRAND FORKS BOULEVARD * 24' WIDE PRIVATE ACCESS AISLE/ALLEY INGRESS/EGRESS EASEMENT TYPICAL LOT LAYOUT NTS EXISTING NEW DESCRIPTION -435- CONTOUR (INTERVAL AS INDICATED ON SITE GRADING AND UTILITY PLAN) X 56. 1 X 56. 1 SPOT ELEVATION rel TREE LINE X X DEMOLISH EXISTING X -X -X FENCE - - - - PROPERTY LINE/RIGHT OF WAY TAX MAP LINE 8" SS SANITARY SEWER mz=mm= STORM DRAIN 8" WL WATER LINE 0 STRUCTURE U 0 DUPLEX WATER METER ® ® WATER VALVE ® • SANITARY MANHOLE sT • STORM MANHOLE ® DROP INLET -eco SANITARY CLEAN OUT SEE LANDSCAPE PLAN C-12 TREE NEW PAVEMENT CURB & GUTTER - - - - LOT LINE/PROPERY LINE ANO. OF PARKING SPACES - LIMITS OF CLEARING AND GRADING ® STEPPING STONE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. ��� X1144 FDRAWN BY. PROJECT: HOLLYIVIEAD TOWN CENTER REVISION NUMBER: J AREA C, BLOCK 5 3 Y: FINAL SITE PLAN ,JLC DRAWING NUMBER: GENERAL NOTES REVIEWED BY: TITLE. C-2 DMJ WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE. SHEET NUMBER: 204224.03 422403C-2dwg CIVIL H: N/A 9/12/05 2 OF 14 V: N/A Drawing Path: \\Cville-server\AutoCad\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-2.dwg RIPRAP O O IRON PIN a• ...:� CONCRETE SIDEWALK 0 NEW STOOP NEW PAVEMENT CURB & GUTTER - - - - LOT LINE/PROPERY LINE ANO. OF PARKING SPACES - LIMITS OF CLEARING AND GRADING ® STEPPING STONE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. ��� X1144 FDRAWN BY. PROJECT: HOLLYIVIEAD TOWN CENTER REVISION NUMBER: J AREA C, BLOCK 5 3 Y: FINAL SITE PLAN ,JLC DRAWING NUMBER: GENERAL NOTES REVIEWED BY: TITLE. C-2 DMJ WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE. SHEET NUMBER: 204224.03 422403C-2dwg CIVIL H: N/A 9/12/05 2 OF 14 V: N/A Drawing Path: \\Cville-server\AutoCad\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-2.dwg E e s e r've d F o, r F U'tu re D le (JiC .14 IN 0A3 Acs Open Space 3 4.49 Acs IF THIS DRAWING IS A REDC SCALE MUST UCTION I Post Office Land Trust SCALE: 1 30' TMP _32-41D A 'F—,USED 0 30, 30, 1659-4--&3 P, _DB Z, -0-ne d tam NOTE: IMPROVEMENTS SHOWN ON THIS SHEET 6 nage- m e rw.- N Use,: S TIMBERWOOD BOULEVARD—PHASE 11 AND Eas '-Vd'r'i 0 bi e ... Widt-h­ Pub i .......... . + Tj% VII.Ir z r. `y�, \\\r I-/,r ,,:r _� '�, `"``• -.777 -soz T' RK BENCHMA ­-END­ SE M­ GN---AND—. t6p -Of EX P ­EX INLET ST 62 D ST-\61 ---RtP—RAP_- ELEV. 4 BLOCK 5 586.00 A C ..... .. AR C . ........... Blo k C4 "'11"LLYMEAn TOWN CEhTER 2.22 Acres TMP 32-41D -41-D TMP 32 t A _.ToA Office Land Trust D-9',Il 661 -1 1`6 DB 165§-183 P LAT Zoned',, .D C`< REMOVE EXISTING IEXTENT NECESSARY TO INSTALL NEW ENTRANCE PRIOPERTY LINE-M MP FRO ORT ROAD F 'EC -'RO" I-77 IC6 Public,� R/W [)[3 6 19 TW 32-4 1 C D[3 -IBill Baptist Church . ,'/-�- !/— !� ,�4 ��E��v\! f; Lauri- ,,., (;i_•� � ,..,R},. fO..�, , ,lt�t i .�_ \ .- � '"'\w/� ,j\ r'`,;i,.J..,�.-`'i' ' / ,! " .. __- ' �r•, \ 'r�`'r,.r+,-.' '- — � -- - \. - _r.- r,—/-_/.i_r•,i .( _-. , ..—_i _ ,.., — ri�,\r�`ir./_. rn'`.rY: -^_-�te'„.-_r`�1 —''� vf_, fn -\ .`.ra,3. D§'43,44 0, DB 74' 3445 -7 -7- Zoned. J�A C§4 t, Use: Church I7!� TMP 32-4 1 D FFICE LAND TRUST 'C6 TO POST B14D& 1 .16 DB DB 1659-183 PLAT ar PD-NIC A ID Current Use: Vacant -e t �r 0_`_ c�i;. i� �`. l�_` ,,`' ,\-'ice,;' ` °,.� \\.�/ Fulti, Jse: Road c� LaiI6B \1 66 1 6 59i- I 83 Pi 4t, TMP 32-41D2 United States Postal Service r -AC 0 DB 1.659-184 Plat rie �DB 2378-427 <1 Zoned: Ll DESIGNED REVISION NUMBER7 1 ADDRESSED ACSA COMMENTS JLC 01/03/06 BY. PROJECT. 2 UPDATED TOPO TO REFLECT EX. CONDITIONS JJK 25% SLOPE OR GREATER HOLLYMEAD TOWN CENTER 3 01/20/06 ENGINEERS DMJ AREA C,, BLOCK 5 3 REVISED PER COUNTY COMMENTS JJK 06/30/06 SURVEYORS DRAWN BY. FINAL SITE PLAN DAVID M. JENSEN PLANNERS JLC T1 TL E. EXISTING SITE CONDITIONS DRAWING NUMBER: No. 11484 S RIEWED 11 C_ 3 AsSOCIATE DMJ AND DEMOLITION PLAN _— \, X POS 4119 1402 CirmbTier Place SHEET NUMBER: Ly VA 24:01 Chlollmille, VA 22901 WW4 NUMBER: NAME: Phone: .31 6.6 Phone: 434.994.2700 FILE DISCIPLINE. CALE. DATE. INO. REVISION By DATE NO. REVISION BY DATE -10NAL WWW.%VmS0cWes.uet 204224.03 CIVIL H: 1 "=30' 9112105 3 OF 14 V.- NIA Drawing Path: \\Cville—server\AutoCad\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-3.dwg Drawing Path: M:\204224,00co Block 5\204224.03 Final Site Plan\dwg\422403C-4.dwg SI) P 200 s- 0 9s Ar t� a E ReserXed F n\r F LA -u re D e.0i c a 0.,43 A)�,, s IOpen Space i fice Lnd 'Ir,rust 4.49 Acs Post Of -66-1 - I -J 6 m IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED ID SCALE: 1 30' r "k-,DISTAN6E­- SIGH BJ.v 7 i 30' 0 30' T bl$TANCE I -fi C bl a ---W`d.t-h­ 246' SIGH --------- - ...... - ---- -- ---- - --- - --------- Z -OPEN 'SPACE PARCE A -"SEN -PRIVATE -GRE N- SPACE, z 30+00 28+0 29+00 0 VAR 1 32+00 R + EASEM� x 335 SIGH 0 0 0 `4 7=7 32 TM/0.1315 A tAL- 76.33 i 00 H 0 r 00 LOT 13 LOT 1 4 -tor ii LOT 1 LOT_ LOT_ - 1 5- tOT -m To 2�' LOT 3 LOT -4 LOT 5,," LOT LOT 7 LOT 1 LOT 12 FF -88-00 FF -86.67 D B /20 ffl�ft.00 FF -86.00 FF -86.6 -86.f 7 IFF --85,00- -,FF- ,00 BF -;7%--0Q, BF -78.00 4i -a6.67 FF -86.00 .()o FF ­85 -.0G-- --FF--M00__ NNEC T t�i-86 00 BF -77.00 00- u BF=76-.00 BF -7a.00 BF -77.00 BF -77.00 BF -7f O -q- 6.00_.,_ NAM. SIGN 6 )1' SIGN & 3TREET BF -76. BF=R7 BF­77-,W� 8F--77_50_ 8 x K LANE\= PEN 09E PAR x P5.33 X 4 +48.41 LAUREL PAR x F 6.33X .33 X S ROAD 86.33 x 95.83 R 1P 85.33 85.33 -.-BLOC \85X.33 85.83 K 5 ACCES 8 53 1 1 87-33 T PI TEST 84 TO As 71 P5.50 R? FLI 7 7 3.67 GF-� 3.67 �.46 GFz6 .80 GF' 'k C4 VERT ERI L;UHZRIZ. Bloc V , CATION AN RA QQ Zoned SIZE 0 EX- WIL. T7-'-' T .34 Gll`+�.34 GF 12 Qk_. 0 Acres Use" z 25 TN P -41 D 0, Pos fQffice Lai D B 6 6 1 -I I N DB I 659 8/3 PLA'r z 4 of) ed P -)-.MC I\; -I ca n 00 z zl� T 42 tOT 41 LOT 38 ',LOT 37 LOT 34-,"" LPT 29 LOT LOT 35 LO 0 IFF -94,00F IFF �'-92.00 STOP Sl LOT 40 �OT 36 LOT 28 & STR5ET- 6 BF -0 50 FF -�97 FF=95.00 FF=9 FF -96.00 FF=961 FF'"95.00 3.67 F -92.67 F ,,W-94.67 FF -94.00 t5r W03.00 A 0 tammo. 0wo 1917�-86.00 BF-�84.61A B __83.00 N 200 BF -86.00 '60 F-84.00 BF -83-67 E.- BF= FF -92.00 YY=QZ.D6_ AM E S BF=87.00 BF -85. 8* /16 N 1317-8 �3.00­ BF=83.00 u I ­ 9 f-Bt-L� 90.5 '97, 40 �O 01 I S _T STOP Sl�m, X. &/ STkEF� 77 1" NAM 7 iOUT" . . . . . . . . . . 5-�96i 8- ST4 4 DB B5-1 Tb BE 4 tIOUT/ PJEP "I zd' T 590 §F 4P ------- 96- f r -98 _02- �04 ,TOP=587.4 TANCE� 7 9' �GHT 61 EASEM�Nt, 'y PACE S OPEN S PARCEL *B',/ -14 i *SEMI`�-PRIVATE 16 7 \Ik�IN SPACE TEMPORARY CONMUO ON AND GRADING EASEMEN C 6 tx L) -P Ic 0 f TMP 3 -4 1 D United State Postal. Service "XI P B 16 T) 7 g 7 7 Zotied, 1�', A X/ Use- Post 0-frice 1 ADDRESSED ACSA COMMENTS JILC 12/20/05 8 JJK 7/12/06 DESIGNED BY. PROJECT. HOLLYMEAD TOWN CENTER REVISION NUMBER: 2 ADDRESSED ACSA COMMENTS JLC 01/03/06 9 REVISED HORIZONTAL LOCA11711ONS OF ALLEY & GRAND FORKS BLVD. JJK 7/25/06 DMJ 3 UPDATED TOPO TO REFLECT EX. CONDITIONS JJK 01/20/06 ENGINEERS DRAWN BY. AREA C. BLOCK 5 9 4 ADDED STEPS JJK 02/01/06 SURVEYORS JLC FINAL SITE PLAN A 5 JIJIK 02/09/06 DAVID M. JENSEN PLANNERS REVIEWED BY. TITLE. SITE GRADING AND 6 ADDED SPOT ELEVATIONS & GRADING JJK 04/14/06 No. �4104� AssOCIATES DMJ UTILITY PLAN C-5 PO Box 4119 1402 Cimenbier Mce SHEET NUMBER: 7 JIJK Lynchhum VA 24502 Omdoue&,,ille, VA 22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: 06/30/06 Phone: 434.316.6080 Pbonc: 434.984.2700 NO. REVISION BY DATE NO. REVISION By DA -'ONAL WWW.Wwa&socWts.net 204224.03 422403C-5.dwg CIVIL H: 1 "-30' 9112105 V. NIA Drawing Path: M:\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-5.dwg ZMA-01-20 PROFFERS Holly mead Town Center Area C July 25, 2003 TAX MAP 32, Parcels 41D, 43A, 44, 45,46 37.1 Acres Pursuant to Section 33.3 of the Albemarle County Code (the "Code"), the owners, or their duly authorized agents, hereby voluntarily proffer the conditions listed below which shall only be applied, except as specifically set forth herein to the area identified as Regional Service Area C on the Application Plan, (defined below) comprising all or some of the above referenced tax map parcels (the "Property"). These conditions are proffered as part of the requested zoning and it is agreed that: 1) the rezoning itself gives rise to the need for the conditions; and 2) such conditions have a reasonable relation to the rezoning request: 1. Development shall be in general accord with the Application Plan entitled Rezoning Application Plans for Hollymead Town Center Regional Service Area C, (Sheets A-1, A-2, only), prepared by Rivanna Engineering & Surveying, PLC, revised, last revised, July 7, 2003 ("Application Plan"). The standards of development and central features and major elements within the Property essential to the design of the development shall be in general accord with the Block Exhibit, the Code of Development's Narrative, and the Code of Development's tables and appendices set forth in the attached Application Booklet, entitled "Hollymead Town Center, Application Booklet, ZMA-01-20 (Area C)." The Owners have presented, as part of their rezoning application, a number of conceptual plans and illustrations for various purposes, but principally to provide justification for the rezoning actions they are seeking. Unless specifically referenced in these proffers, all plans and illustrations submitted as part of Applicant's rezoning application, other than the Application Plan as defined above, shall be deemed illustrative only, and such plans and illustrations shall not be deemed proffers. The Owners reserve the right to reconfigure the internal block improvements, consisting of buildings, parking and drive aisles and drive-through window features and as shown on the Application Plan in order to: i) comply with conditions imposed by Special Use Permits, and ii) assure compliance with ARB requirements iii) and provide all necessary storm water management and BMP's as necessary. 2. The Owners of Area C, as shown on the Application Plan (the "Owner") shall cause completion of the following road improvements that shall be roads constructed to VDOT standards and either be accepted by VDOT or be bonded for VDOTs acceptance as follow A Construction of Timberwood Boulevard, as depicted on the Application Plan and further described as follows: i) from the intersection at US Route 29 to anew terminus within Hollymead Town Center that is shown at the extension of the ZMA-01-020 Attachment E Hollymead Town Center Area C VDOT fixture road improvement project of Airport Road, this will provide the connection to Airport Road from Route 29 as previously proffered as part of ZMA- 94-08. The constructed improvements shall include two Eastbound lanes in conjunction with the improvements designed for TM 32 Parcels 41D1 and 41A to the first dual lane roundabout at access road B and Westbound lanes of dual left lanes, one thru lane and one continuous right tum lane from the roundabout at access road B to the intersection with Route 29, from the roundabout at access road B a two lane section shall be constructed to the VDOT extension, with additional tum lanes at intersections located in Area C pursuant to road plans approved by the Virginia Department of Transportation ("VDOT') and the County as part of the Area C site plan. B. Construction of dual left tum 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 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 in) a continuous right tum lane starting at the right -in at the Northern boundary of TM 32 Parcel 41A to the right -in at the Southern entrance of Area C. E. Construction of one additional continuous right tum Northbound lane starting 1090 feet south of Timberwood Boulevard at the location of the beginning of the turn and taper of Worth Crossing and Route 29, and terminating at Timberwood Boulevard. F. Access Road C, between Area A and its intersection with Timberwood will be built or bonded before the issuance of the first certificate of occupancy within Area B. If bonded, the road will be constructed for acceptance by VDOT within one year of the first certificate of occupancy. COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 May 25, 2005 Fax (434) 972-4126 Katurah Roell Virginia Land Company 195 Riverbend Drive Charlottesville VA 22911 RE: SDP -2005-0011 Hollymead Town Center Area C Block 5 Preliminary Site Plan Dear Sir: The Department of Community Development hereby grants administrative approval to the above— referenced site plan. The approval of the preliminary site plan is valid for (1) one year in accordance with Zoning Ordinance Section 32.4,3.1. Therefore, the preliminary approval shall expire May 25, 2006. If the preliminary site plan approval expires, a new application must be filed and processed. Please address all of the requirements and conditions listed below and submit eight (8) tentative plan copies to the Department of Community Development. This letter must be submitted with the tentative plans, as a checklist, to document that you have addressed all requirements or conditions, or the tentative plan will be denied. NO. L REVISION I BY I DATE I NO. I REVISION I BY The Erosion and Sediment Control Plc, alnd the BMP Stormwater Management Plan, with the associated applications and fees, may also be submitted with the eight (8) tentative Plans. Failure to do so will result in a separate application to be filed with the Department of Community Development at a later date. After the initial tentative plan submittal, each department/agency will contact you to discuss any remaining conditions. After all aforementioned department/agencies have granted a tentative approval, you may submit the final mylars (2 sets), two paper copies, final site plan application, final site plan fee, and a copy of all written tentative approvals to the Department of Community Development. Signing of the plans will occur within one week once it is determiined that the final site plan mylars reflect all tentative approvals. The final site plan will be subject to all final site plan requirements (Zoning Ordinance Section 32.6), in addition to the following conditions. 1, The Zoning & Current Development Division shall not accept submittal of the final site plan for signature until tentative approvals for the following conditions have been obtained. The final site plan shall not be signed until the following conditions are met: A. Planner approval to include: 1. [32.6.3] Approval of a landscape plan in compliance with Section 32.7.9. The plan should be overlaid with the utilities plan to show all landscaping to be located out of any utility easement. and, 2. [32.6.60)] Submittal of a description and photograph or diagram and show the location of each type of outdoor luminaire that emits 3,000 or more initial lumens. Please be aware that installation of such luminaires in the future that are not shown on this plan shall require an amendment to this plan. and, 3. [32.6.60)] [4.17.4(b)] Submittal of a photometric plan on the site plan demonstrating that parking area luminaires are in compliance with 4.17.4 b and, 4. [32.6.4.1] The final plan approval is subject to the issuance of a Certificate of Appropriateness from the Architectural Review Board and, 3. Approval and recordation of all plats of easements for access. B. Engineer approval to include: 1. A completed application and fee for erosion control and stormwater management. [17— 203, 17-303] and, 2. An erosion control plan, narrative and computations.[14-311, 17-203] 3. All roads needed for access to this site must be built or bonded before final site plan approval can be granted. Plantings in sight distance easements will need final approval and, TH O,F D D M. JENSEN 9 .� No. 114 4 ,� IoW$ 11 0{ww s� � DATE AL ZMA-01-020 Attachment E Hollymead Town C vff Area C The road improvements listed in proffer 2 A, 2B, 2C, 2D, 2E and 2F above shall be constructed, in accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing improvements shall be i) constructed to VDOT design standards pursuant to detailed plans agreed to between the Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for VDOTs acceptance as a condition for issuance of any certificate of occupancy for Area C improvements (except as otherwise provided in proffer 2F). The width, length, location, (inside median or outside existing pavement), type of section (e.g., urban vs. rural), and geometries of all lane improvements shall be as required by VDOT design standards and detailed plans submitted by the Owner and approved by VDOT. 3. All road improvements listed in proffer 2 above shall be substantially completed prior to the issuance of the first Certificate of Occupancy in Area C; notwithstanding the foregoing, the road proffers described in proffer 2 above shall be satisfied if the Owner has submitted plans for all such road improvements for review by VDOT, and although such improvements are not fully completed by the issuance of a Certificate of Occupancy for Area C, sufficient bond has been supplied to satisfy all costs to complete such improvements in accordance with plans approved by VDOT. Substantially complete for the purposes of these proffers shall mean approved sub -base gravel, curb and gutter, intermediate surface and necessary storm water management improvements and satisfactory completion of road improvements required for public safety, and signalization; but shall not include final activated signals which are subject to testing and synchronization according to VDOT inspection. All proffers to make road improvements contained in proffer 2 of these proffers are conditioned upon VDOTs approval of an entrance permit at the Timberwood Boulevard intersection with Route 20 as shown on the Application Plan. The Owner shall submit to VDOT plans for such road improvements within 30 days of the rezoning and shall diligently pursue such approvals from VDOT. 4. Upon request of the County, the Owner shall contribute $10,000.00 to the County or VDOT for the purposes of finding 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 finds were contributed, such finds 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 fiilly paid, the Owner ZMA-01-020 Attachment E Hollymead Town Center Area C shall contribute the unpaid balance within 30 days upon the request of the County. If the fund is not effiausted within 10 years from the date the last contribution is made, such unexpended funds shall be refunded to the Owner. 6. Upon the request of the County, for any parcel used for non-residential purposes in the portion that is currently zoned Light Industry that will be rezoned to PDMC the Owner shall petition for and consent to a Community Development Authority ("CD A') established pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the purpose of financing, funding, planning, establishing, constructing, reconstructing, enlarging, extending or maintaining Route 29 and roads and other improvements associated therewith, which shall include, but may not be limited to improvements to Route 29 from the South Fork of the Rivanna River to Airport Road, the extension of Ridge Road as depicted on the Master Plan, to the South and across the Rivanna River to connect to Berkmar Drive. Submitted as of tine 25h day of July 2003, by: Post Office Land Tnrst BY f C .: t 1,},, By: Charles W. Hurt, Tn►stee Shiricy L. Fist r, Trustee 4. A stormwater management plan and computations. Computations must include water routings for the 2yr and 10yr storms for adequate channels (and pipes, drop inlets, etc.). Best Management practices shall be designed and sited to capture runoff from the entire land development project area and, in particular, areas of impervious cover (including roofs) within the land development, to the maximum extent practicable. The site plan cannot be approved if the building roofs do not drain to the stormwater management facility. Please supply calculations to show the roofs will adequately drain to the stormwater management facility. [17-304. specifically 17-315A] and, 5. A completed stormwater management facilities maintenance agreement and fee. [17-304] and, 6. VDOT comments must be addressed before final site plan approval. [VDOT] C. Albemarle County Service Authority approval to include: 1. The dedication and approved easement plat for the Joseph Wright sewer extension has not been completed. Approval will not be granted until this is done. D. Virginia Department of Transportation approval to include: 1. The centerline of Timberwood Blvd needs to align with the approach section constructed with the Airport Road project. The transition through the intersection hinges on that alignment (i.e. no more than 6 feet of transition through the intersection). The current design show about 10 feet of transition, which is not acceptable. The developer has stated they will add a 4' transition and pull the curb in on the corner of block. and, 2. The radii at the connection opposite Grand Forks and the radii at the corner of Timberwood and Public Road will need to be upgraded to include CG -12's. Please contact me at your earliest convenience if you have any questions or require additional information. Sincerely, Francis H. MacCall Senior Planner Zoning & Current Development fmaccall®albemarle.org File: SDP -2005 —0014 WAA ENGINEERS SURVEYORS PLANNERS ASSOCIATES 147 Mill Ridge Road 1402 Greenbrier Place Lynchburg, VA 24502 Cladaueseille, VA 22901 Phone: 434.582.6175 Phone: 434.984.2700 www.wwassociates.net ;*� 11114-1406 DESIGNED BY. PROJECT. HOLLYMEAD TOWN CENTER REVISION NUMBER: DMJ AREA C, BLOCK 5 0 DRAWN BY. FINAL SITE PLAN JPD DRAWING NUMBER: PROFFERS AND APPLICATION PLAN REVIEWED BY: TITLE. PC-6 DMJ WWA NUMBER: FILE NAME, DISCIPLINE. SCALE: DATE: SHEET NUMBER: 204224.03 422403C— 6. d wg CIVIL H: AS SHOWN 9112105 6 OF 14 Drawing Path: \\Cville_server\AutoCad\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-6.dwg Isnow yT .��..�t�'{•'Gri ,.i \f, IJt''.\C.a-V _3A I34D & . ......... IT F�x 50" N I........... - ----- - I -p- C 11 7 L L L '7 A L T X. .4 ki 4 I56 41i IL llW - ----- A N' 5. IX 00 Ar" 84, 0.7q -q4,34 3F4 IIFT� y Block C4, 7. D 44\ R=l 5 t�4.,-Z4 F3 3, i10 T I ice Lail, Trust AN I;F II'J 661 - (1i Ix 8�.42 __)B 1 6 5 1 8 PLIA] 0$•4— ed' P -D -NIC EA Iz 110 AO. It 42 I OT 3��– IIIL78 I"T 4i) T NI -11,110 IF' 7 9,s, r iqi7 F F 9 t 7 -4 I1< 7 N L--- "too I7S I---------- IIloll' P T1 6i i F I7 LIMITS OF IP IICLEARI AN A ... .... ........ P, ..... ...... -7 .. .... IA Q R, ADAM -JAN I1 4 ilA D LIMITS OF L ­6,/C.LEARING AND Q DIN'G-. TIT RA Is 1w II}601 -41D2 Im4 IC1 'k 1.1 Service h it d States Post, ,._'- �`-; i. -/ ' F t-�_r_!//l„. /rr '_Y :�,�.,;S ". _”1 « ..,/ 't1,„'1 r r�,d',.�(i.�,,h-,'I.f +!,'-.,-,. t, --• :,..,-/ f” h.�__ ,\,_.. t��,-�._ ;,``%'..� �.✓j,_ -, . .-�.',` !; r-',..mo�i"b�„”.i'�T: ):;Yiic:� . /.{l�`,� ._F�\'.ty\f,_Fi\ _�J�r,,r.tr'nf'`.". 1 84 PJ 00 .0� IDB 1659 I J, II/ Ll ed.. I,7 y Post Office II000 J4D 000, 0000 IL I2 IN,/ Exam Ifmom > IA- 1000, II1, . 1 5 . 110, V 1.400' ate �'.\; 1-100' t I-100, II1000, IIF THIS \,D\.` R,�A- WINW RAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED -3- SCALE: 1 40' I< 1100, II401 ti\ 40' 0 II< II40 I7 X 1 ADDRESSED ACSA COMMENTS JLC 12/20/05 H of DESIGNED BY. PROJECT. HOLLYMEAD TOWN CENTER REVISION NUMBER: 2 ADDRESSED ACSA COMMENTS JLC 01/03/06 ENGmERs DMJ AREA C, BLOCK 5 7 3 UPDATED TOPO TO REFLECT EX. CONDITIONS JJK 01/20/06 SURVEYORS DRAWN BY. FINAL SITE PLAN 4 REMOVED SILT FENCE, ADDED DIVERSION DIKES & DUST CONTROL JJK 04/11/06 ID . JENSEN PLANNERS DSB TI TL E. 5 REVISED SEDIMENT TRAP 0 ST -74 JJK 0 30/06 No. 11 8 REVIEWED BY: EROSION AND SEDIMENT C-7 �00 7 6 REVISED PER VDOT COMMENTS JJK 7/12/06 ASSOCIATES DMJ CONTROL PLAN 0. PO Box 4119 1402 Greenbrier Ptace 7 REVISED HORIZONTAL LOCATIONS OF ALLEY & GRAND FORKS BLVD. JJK Lyni VA 24502 ClmdomesAlle, VA 22"] WWA NUMBER: FILE NAME: DISCIPLINE. SCALE. DA SHEET NUMBER: 7/25/06 Phone: 434.316.6M Phi 434,984.2700 m 0 H: 1 "_ 40' 7 14 REVISION By -DATE NO. REVISION BY DA 10NA ===tes.nell 204224.03 422403C— 7. dwg CIVIL 9112105 V.- NIA Drawing Path: M:\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-7.dwg Erosion and Sediment Control Narrative MS -5. STABILIZATION OF EARTHEN STRUCTURES: N/A 1X. PROPERTY OWNER RESPONSIBLE FOR MAINTENANCE IMPLEMENTATION 1. PROJECT DESCRIPTION STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 1. POST OFFICE LAND TRUST THE PURPOSE OF THIS PROJECT IS TO PROVIDE THE CONSTRUCTION OF 42 TOWNHOMES IN HOLLYMEAD TOWN CENTER. THE MS -6. SEDIMENT BASINS AND TRAPS: N/A C/O C.W. HURT CONTRACTORS, LLC SITE IS LOCATED IN ALBEMARLE COUNTY AND WILL INVOLVE DISTURBING 4.24 ACRES. THE DEVELOPMENT WILL INCLUDE 42 SEDIMENT TRAPS AND BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED. P.O. BOX 8147 TOWNHOME UNITS, PAVEMENTS AND SUPPORT UTILITIES. A. THE MINIMUM CAPACITY OF A SEDIMENT TRAP SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND CHARLOTTESVILLE, VIRGINIA 22906 SHALL CONTROL A DRAINAGE AREA OF LESS THAN 3 -ACRES. ATTN: KATURAH ROELL II. EXISTING SITE CONDITIONS B. THE MINIMUM CAPACITY OF A SEDIMENT BASIN SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND (434) 979-8181 SHALL CONTROL A DRAINAGE AREA OF 3 -ACRES OR GREATER. THE PROPOSED SITE IS LOCATED HOLLYMEAD TOWN CENTER. THIS SITE WAS CLEARED, GRUBBED AND GRADED AS PER THE MS -7. CUT AND FILL SLOPES: APPROVED MASS GRADING PLAN FOR HOLLYMEAD TOWN CENTER, AREA C. THE SITE DRAINS TOWARD SWM FACILITY #2. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH III. ADJACENT PROPERTIES ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. FOR EROSION CONTROL PLANS MS -8. CONCENTRATED RUNOFF DOWN CUT OR FILL SLOPES: ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND THE SITE IS BOUNDED BY PROPOSED TIMBERWOOD BOULEVARD PHASE II TO THE WEST, PROPOSED LAUREL PARK LANE TO CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE SEDIMENT CONTROL PRACTCICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING THE SOUTH, GRAND FORKS BOULEVARD TO THE EAST AND A UNNAMED ROAD TO THE NORTH, ALL WITHIN HOLLYMEAD TOWN TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CENTER AREA C. MS -9. WATER SEEPAGE FROM A SLOPE FACE: CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. SEDIMENT CONTROL REGULATIONS. M. OFF-SITE AREAS MS -10. STORM SEWER INLET PROTECTION: ES -2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND ALL SOIL MATERIAL HAILED ONTO OR OFF-SITE WILL BE WITHIN AREAS OF HOLLYMEAD TOWN CENTER THAT HAVE A BONDED SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. ACTIVE EROSION AND SEDIMNT CONTROL PERMIT ISSUED BY ALBEMARLE COUNTY. TREATED TO REMOVE SEDIMENT. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS MS -11. STABILIZATION OF OUTLETS: N/A THE FIRST STEP IN CLEARING. V. SOILS BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH MAINTAINED ON THE SITE AT ALL TIMES. A. 5= THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ACCORDING TO USDA SCS SOIL MAPPING, THE PROJECT SITE UES ON SOIL TYPE 34D-GLENELG LOAM. MS -12. WORK IN LIVE WATERCOURSES: N/A ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, AREAS), THE CONTRACTOR SHALL SUBMIT A SUPLEMENTARY EROSION CONTROL PLAN TO SOIL TYPE 34D-GLENELG LOAM, 15 TO 25 PERCENT SLOPES, IS DEEP, MODERATELY STEEP, WELL DRAINED SOIL THAT IS CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING THE OWNER FOR REVIEW AND APPROVAL BY THE PLANNING APPROVAL AUTHORITY. FOUND ON SIDE SLOPES ALONG DRAINAGEWAYS. SLOPES ARE SMOOTH AND ABOUT 400 TO 800 FEET LONG. AREAS OF THIS CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION SOIL COMMONLY ARE LONG AND WINDING. THEY RANGE FROM 10 TO 40 ACRES. THIS SOIL HAS AN ERODIBIUTY FACTOR K = EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. CONTROL MEASURE NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS 0.32 AT 0-8 INCHES WITH PERMEABILITY RANGING FROM 0.6-2.0 INCHES PER HOUR. 34D FALLS WITHIN HYDROLOGIC SOIL MS -13. CROSSING A LIVE WATERCOURSE: N/A DETERMINED BY THE PLAN APPROVING AUTHORITY. GROUP B. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDED. ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UN11L A. CRITICAL AREAS MS -14. APPLICABLE REGULATIONS: N/A FINAL STABILIZATION IS ACHIEVED. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED CARE SHALL BE TAKEN TO STABILIZE ALL SLOPES AND PREVENT EROSION. CARE SHALL ALSO BE TAKEN TO MINIMIZE THE WATERCOURSES SHALL BE MET. FILTERING DEVICE. TRANSPORT OF SEDIMENT ONTO TIMBERWOOD BOULEVARD. MS -15. STABILIZATION OF BED AND BANKS: N/A ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS AND AFTER EACH RUN-OFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR VII. EROSION AND SEDIMENT CONTROL MEASURES COMPLETED. CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL MS -16. UNDERGROUND UTILITIES: BE MADE IMMEDIATELY. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED BY UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS, IN ADDITION TO THE CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. OTHER APPLICABLE CRITERIA:- SYMBOLS, RITERIA:SYMBOLS, DETAILS, AND DIMENSIONS USED ARE TAKEN FROM THE HANDBOOK, AS WELL AS THE VIRGINIA DEPARTMENT OF A. NO MORE THAN 500-UNEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. EROSION AND SEDIMENT CONTROL LEGEND TRANSPORTATION'S ROAD AND BRIDGE STANDARDS, VOLUME 1, 2001. 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. A. STRUCTURAL PRACTICES C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENTTEraRMY TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS 3'02 CE F111DNERSM V1AY �. OR OFFSITE PROPERTY. 1. TEMPORARY CONSTRUCTION ENTRANCE (CE), 3.02: TEMPORARY CONSTRUCTION ENTRANCES SHALL BE PAVED IN D. TRENCH BACKFILL MATERIAL SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE a.0 SILT F04M SF X -X X F&3]1TUMMY Sam= TS -®-- ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A STABILIZATION. O MINIMUM 1" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE E. RESTABIUZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. 3.07 iTMt DRAIN noN !p CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA F. ALL APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH AT ALL TIMES C PERMANENT SEWNG TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR MS -17 CONSTRUCTION ACCESS ROUTES: 3Ad C ,. CIP ® a O WATERCOURSES. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO 2. SILT FENCE (SF), 3.05: SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ON TO PAVED SURFACE. WHERE SEDIMENT IS 7EMPORAW MINIMAL GRADES TO FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE ATTACHED SITE PLAN. TRANSPORTED ONTO A PAVED OR PUBLIC ROAD, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END a DNOt" Dim DD 3. STORM DRAIN INLET PROTECTION (IP), 3.07/ STORM DRAIN INLET PROTECTION SHALL BE PROVIDED FOR INLETS AS OF EACH DAY. SEDIMENT SHALL BE REMOVED BY SHOVEWNG OR SWEEPING AND TRANSPORTED TO A SEDIMENT SHOWN ON THE PLANS. DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS 4. CULVERT INLET PROTECTION (CIP) 3.08: PROVIDE CULVERT INLET PROTECTION WHERE SHOWN ON SHEET 7 OF 15. PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING 5. TEMPORARY DIVERSION DIKE DD 3.09: TEMPORARY DIVERSION DIKES SHALL BE INSATLLED AS SHOWN ON THE ACTIVITIES. (DID) MS -18 TEMPORARY E&S CONTROL MEASURE REMOVAL PLANS, SHEETS 7 OF 14. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE 6. TEMPORARY RIGHT-OF-WAY DIVERSION (RWD) 3.11: SHALL BE INSTALLED ACROSS THE CONSTRUCTIONENTRANCE AS STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE SHOWN ON THE PLANS, SHEET 7 OF 14. LOCAL E&S AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS 7. DUST CONTROL (DC), 3.39: PROVIDE DUST CONTROL IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT WHERE ON-SITE AND OFF-SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT TAKEN. FURTHER EROSION AND SEDIMENTATION. STONE 70" MIN. B. VEGETATIVE PRACTICES OOiVSTItUCTi4N D. • ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND SYSTEMS SHALL BE MAINTAINED, ACCESS 3" SM -2A ASPHALT TOP 1. TOPSOILING & STOCKPILING (TO), 3.30: TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND INSPECTED, AND REPAIRED AS NEEDED TO INSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. COURSE EXISTING STOCKPILED FOR LATER USE. STOCKPILES ARE TO BE STABILIZED WITH TEMPORARY VEGETATION AND HAVE SILT ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AT THE: END OF EACH DAY AND AFTER z --'r- PAVEMENT FENCE INSTALLED ALONG THE LOWER PERIMETER. STOCKPILES SHALL BE LOCATED AS SHOWN ON THE PLANS. EVERY RAINFALL EVENT, 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 1, DAMAGE TO EROSION CONTROL MEASURES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY SHALL 13" MIN 21A A0GREGATE BASE SELECTION WILL BE DEPENDANT ON THE TIME OF YEAR IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL BE REPAIRED BEFORE THE END OF EACH WORKING DAY. HANDBOOK. 2. MAINTAIN ALL SEEDED AREAS UNTIL A UNIFORM STAND IS ACCEPTED. 3. PERMANENT SEEDING (PS), 3.32: PERMANENT SEEDING SHALL BE PROVIDED ON SITE TO PROVIDESTABILIZATION FOR 3. (SPEC. 3.02) PROVIDE FOR EQUIPMENT WASHING AS NEEDED TO PREVENT THE TRANSPORT OF SOIL ONTO ALL DISTURBED AREAS. SEEDING RATES ARE IN POUNDS PER ACRE. FOR HIGH MAINTENANCE LAWN AREAS APPLY EXISTING ASPHALT ROADWAYS. ANY SEDIMENT ON THE PAVEMENT SHALL BE REMOVED IMMEDIATELY. 200-250 POUNDS OF KENTUCKY 31 OR TURF -TYPE TALL FESCUE. FOR GENERAL SLOPES 3:1 OR LESS APPLY 128 4. (SPEC. 3.05) SILT FENCE BARRIERS WILL BE CHECKED DAILY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. POUNDS OF KENTUCKY 31 FESCUE, 2 POUNDS OF RED TOP GRASS, AND 20 POUNDS OF A SEASONAL NURSE CROP. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL REACHES HALF WAY TO THE TOP OF THE STONE, MIN FOR LOW MAINTENANCE SLOPES STEEPER THAN 3:1 APPLY 128 POUNDS OF KENTUCKY 31 FESCUE, 2 POUNDS OF BARRIER. RED TOP GRASS, AND 20 POUNDS OF SEASONAL NURSE CROP. FOR SOUTHERN SLOPE (BEYON BLDG 15) APPLY 108 5. (SPEC. 3.07/3.08) THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 'CONSTRUCTION ASPHALT PAVED POUNDS OF KENTUCKY 31 FESCUE, 2 POUNDS OF RED TOP GRASS, 20 POUNDS OF SEASONAL NURSE CROP, AND 20 SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCESS WASHRAGIf t POUNDS OF CROWNVETCH. THE SEASONAL NURSE CROP USED IS BASED ON THE FOLLOWING SEEDING DATES: FROM ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE FEBRUARY 16 THROUGH APRIL USE ANNUAL RYE; FROM MAY 1 THROUGH AUGUST 15 USE FOXTAIL MILLET; FROM DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. AUGUST 16 THROUGH OCTOBER USE ANNUAL RYE; AND FROM NOVEMBER THROUGH FEBRUARY 15 USE WINTER RYE. 6. (SPEC. 3.18) RIPRAP INSTALLATIONS SHOULD BE INSPECTED PERIODICALLY TO DETERMINE IF HIGH j EXtS'RNG' ALL PERMANENT SEEDING SHALL BE FERTILIZED, LIMED AND MULCHED AT THE FOLLOWING RATES: FERTILIZER FLOWS HAVE CAUSED SCOUR BENEATH THE RIPRAP OR GEOTEXTIL.E FABRIC OR DISLODGED ANY OF THE2� 2X PAVEMENT 10-20-10 AT A RATE OF 1000 POUND PER ACRE; LIME OF AGRICULTURAL GRADE UMESONE AT A RATE OF 2 TONS STONE. 2% 12' MIN•W PER ACRE; AND STRAW MULCH AT A RATE OF 1-1/2 TONS PER ACRE. BEFORE SEEDING, 4 INCHES OF TOP SOIL 7. (SPEC. 3.31 & 3.32) AREAS WHICH FAIL TO ESTABLISH VEGETATIVE (COVER ADEQUATE TO PREVENT RILL SHALL BE SPREAD IN AREAS TO BE SEEDED. APPLY FERTILIZER AND LIME UNIFORMLY AND MIX WELL INTO TOP 4 EROSION WILL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. INCHES OF SEED BED. PREPARE SOIL FOR PERMANENT SEEDING BY TILLAGE OF TOPSOIL IN PLACE TO LOOSEN 8. (SPEC. 3.36) THOROUGHLY AND BREAK UP ALL CLODS TO A DEPTH OF 6 INCHES. REMOVE ALL STUMPS AND ROOTS, COARSE ...._._ POSITIVE D NAGE VEGETATION, STONES LARGER THAN 1-1/2 INCHES AND ALL CONSTRUCTION DEBRIS. SOIL SHALL BE WORKED BY TO SEQIME'NT *MUSTEX"tET�tp Full. VY'C1#°ti SUITABLE AGRICULTURAL EQUIPMENT TO A DEPTH OF NOT LESS THAN 4 INCHES. SURFACE SHALL BE UNIFORM, TRAPPING {DEVICE €3I�ERA°CIf7 SMOOTH AND DRAINABLE. A FIRM AND COMPACT SEED BED IS REQUIRED. VIII. SEQUENCE OF CONSTRUCTION OF ATIJ£S5 AND EGRESS N 4. MULCHING (MU), 3.35: ALL TEMPORARY AND PERMANENT SEEDING SHALL BE STRAW MULCHED. 1. CONSTRUCT THE TEMPORARY PAVED CONSTRUCTION ENTRANCES, RIGHT OF WAY DIVERSION, SILT FENCE, C. MINIMUM STANDARDS DIVERSION DIKES 1 & 2, ADJUST STUBOUT INVERT TO 572.14 AND ADD CULVERT INLET SEDIMENT TRAP FOR MS -1. STABILIZATION OF DENUDED AREAS: EXISTING STORM DRAIN STRUCTURE ST -74, ADD STORM DRAIN INLET PROTECTION ON EXISTING INLETS AS PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL SHOWN ON SHEET 7. GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 2. CONSTRUCT AND INSTALL ALL OTHER EROSION AND SEDIMENT CONTROL MEASURES AS IS PRACTICABLE. - 2' MIN. DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT OR UNDISTURBED FOR 3. PERFORM GRADING TO BRING ALL AREAS TO GRADES SHOWN; INSTALL STRUCTURES UP TO D-5 WITH P4SITNE DRAINAGE LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT STANDARD DROP INLET PROTECTION. INSTALL PIPE TO D-6, ADD CULVERT INLET SEDIMENT TRAP AT END OF 2% T4 SEDIMENT FOR MORE THAN ONE YEAR. PIPE SET [VERT AT 587.89. INSTALL REMAINING UTILITIES, CURB AND GUTTER, PAVEMENTS AND - TRAPPING DI*ViE MS -2. STABILIZATION OF SOIL STOCKPILES: CONSTRUCT BUILDINGS. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR 4. PROVIDE TEMPORARY SEEDING AND OTHER EROSION CONTROL DEVICES TO MINIMIZE TRANSPORT OF PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND SEDIMENT. FILTER C1OTH PERMANENT STABILIZATION OF ALL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY 5. PERFORM PERMANENT SEEDING, STRAW MULCHING, AND STABILIZE ALL DISTURBED AREAS. APPLY TRANSPORTED FROM THE PROJECT SITE. DOUBLE SHREDDED HARDWOOD MULCH TO PLANTED AREAS. MS -3. PERMANENT VEGETATIVE COVER: 6. EROSION CONTROL DEVICES MUST REMAIN IN PLACE UNTIL RELEASED BY THE EROSION CONTROL =OR_A A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY INSPECTOR. INSTALL STRUCTURE D-6. NOTE: STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED 7. REMOVE TEMPORARY EROSION CONTROL MEASURES, AND STABILIZE AFFECTED AREAS. HYDRANT SOUTH OF INTERSECTION AT 71MBERWOOD THAT, IN THE OPINION OF THE E&S INSPECTOR, IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT EROSION. 8. CLOSE OUT THE PROJECT. BOULEVARD AND LUAREL PARK LANE TO BE USED MS -4. TIMING AND STABILIZATION OF SILT TRAPPING MEASURES: TO SERVE AS WASH RACK. 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 PAVED WASH RACK FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 1 ADDRESSED ACSA COMMENTS JLC 12/20/05 DESIGNED BY: PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: 2 ADDED MINIMUM STANDARDS MS -17 & MS -18 JJK 01/24/06 T OF Aid DMJ 3 ADDED GENERAL CONSTRUCTION NOTES FOR EROSION CONTROL PLAN JJK 04/10/06 r ENGINEERS DRAWN BY. AREA C, BLOCK 5 4 � SURVEYORSDSB FINAL SITE PLAN DRAWING NUMBER: W'A 4 REVISED PER COUNTY COMMENTS JJK 06/30/06 DAVID M. JENSEN �' PLANNERS TITLE: EROSION AND SEDIMENT No. 11 4 REVIEWED BY: C-8 �ww SDMJ NOTES AND DETAILS '0A Q� PO Box 4119 1402 Greenbrier Place SHEET NUMBER: Lynchburg, VA 24502 CharinUesrille, VA 22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phonc: 434.984.2700 H: 1' „- 3� , 8 O F , 4 NO. REVISION BY DATE NO. REVISION BY DATE "ON wwwmWassociaw.uet 204224.03 422403C-8.dwg CIVIL 9/12/05 MIN V. NIA Drawing Path: \\Cville_server\AutoCad\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-8.dwg Drawing Path: M:\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-9.dwg Drawing Path: \\Cville-server\AutoCod\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-10.dwg I--------- IT---------- - - -- --------- .......... ---- ...... ... .. ...... ..... ....... . I ....... -- --------------- ------- ------- --------- ---- --------------------- -------- - ­ - - 620 --- ------------ -- ---- ------------------------------ ----- -------- 620 ------- -- -------- -----------­- --------------- ----- - ------- ---- ------ -------------- ------ ---- --------- ------------ ------- ---- ------------ -- ............ -­------------ ------- ---- ---- ------ - -------- ------- - ---- ------------ ---- ----- 620 -1 . I- � I � ­ ­ - --------------- ------- ............ ----- ----- I - ----- --------- ----------- - ------- -- ------------- ---- ----- ------- .. .... .... 620 -- -------- ------------- . ..... . ------ I----------- IIII----------- 610 ------ - 610 I.......... 610 610 -EXI" -- ----- --GRGt4ND--1 ...... ---------- I------ -- ---- . ......... -- - ----- -- I----------- -------- - ------ 7 ------- ------- ....... . .... ........ 4 I........... n ----- ---- ------- --- -------- -------- ---- ---- ------- - ------ 600 4- - 600 - ---------- ........... -------- - --- - ......... .. - ------- . . ......... .... . . .. .............. .. ----------------- - -- ---- ....... 600 . ......... . ... ... -jMkTEf II---------- ------ --------- -----_------- --- - --------- ---------- ------------- --- ---- -- ---------- I2 ---- .. .......... ... ....... - ----- - -- -- 590 590 4 590 590 IIA ------- ---- ...... I----------- I- ------- ­ ...... ----------- --- ------ - ---------- - -- -------- --- --- ---------------- - -------- 580 --------------- -COMPRACTEED -f ------- .......... 580 -- ------ 'WATFW1W- -------- Ta ----- -------- 580 - ----- I04! 580 I---------- . ......... ....... ..... .. ..... . . ... .... .... .... .. . . ............ . . ........ It ... ........... . .. .... IM ------- ----- --------- ------------ ------- ........... ------ - ----- -- ----- - ------------- I. -4 -- -------- ------- ..... - - -------- .... . .......... ----- - .... ... ---- ------- ........ I--------- - ---- ------- - ---­------ --- - --- ------------ - ----------------- 570 --------- 570 --- ---------- --- -------- I570 II570 II.. . .............. I- --------- -- -------- - ..... ...... . ..... ...... .... . ...... .......... ------ I............. . ... . ....... . .......... -------- ---------- ... ....... .. III-------------- T 560 560 560 Lug - ------ ........ I---- ----------- ----------- -- -------- < ------- ----- - - - ------- ........... - - ---------- ------ -------- . ......... ------ ------ IITOT--;, I!T . ..... . ..... ------- V1 Ix Iry I U ------ --------- ------------ - --- 550 -- - ------ ----- -------- -- - ------- . . ......... - -------- ------- ------- I------------ ....... ------- ---- 550 t 550 550 .......... .... ­­ - - � _ ... ... ........ . ..... ...... I f + .. .... I+ ou I------ 11--.11 . ..... --------- ----------- cry -------- ----- ----- ---- IIta It - - - -------- ------ ---------- ------ - ------- - ------- ------ --------- - ... .... - ------ --------- 540 . .. .... - 540 ---- --- -------- - ------ ------- ........ - ------ ------- ------- ---------- 540 540 10+00 11+00 12+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 0+00 1+00 WATERLINE 'A' PROFILE- WATERLINE 'B' PROFILE- FUTURE STORMDRAIN PROFILE Stuture Description ...... lz* Rirn Imert In Invert Ott Slope Remarks ------------- ---------- --- ----- 630 630 630 --- -NaT-E-:------MfttfMLfM---SE-PARATiON---BETWE 630 Ntl_ - - ------ - - ------ ...... --- --- ---- - XOT&-- -.1. SHAP.I.N.G.- .......... Nurrber Elevation Ott _(QutEping Pipe) ------- ---- - ------ --- --- -------- - . ..... - � - "R - - ------- -------- -- -3 ---- --- D-9 MH- I m 596.00 586.35 586.15 3.00 18" RCP ME9 - -------- TOW.- ----- ------- - ----- -------- ------ T -- - ------- ------ -------- ----- ------ D-8 DI -313 L--8.0 590.50 583.66 583.41 6.32 l811RCP__-_-_ T TUR D-7 DI -3C L = 6.0 589.00 na 585.00 0.50 15"RCP - ----- ----- I------ ------- ------ - ----- ------- ---- ----- ------ -- - ---- ----- D6 DI -1 m 587.40 m 582.40 2.00 18" RCP - ------------- - ------- ------ ----- --- - ----- ------- . . ..... . ..... . ...... .. ...... 620 620 620 D-5 DI -3C L==6.0 589.14 581.80 581.55 2.5 - ---------- ---- -- _E D-4 DI -3C L=6.0 589.14 580.78 580.53 D . .. .... ----- -- D-3 MH- I na 589.25 580.14 579,89 4.64 RCP ------- --------- ------------ 584.79 I- - ------ -- --- - ------ --------- ­­-­ ------ ------ D-2 DI- I 575.25 575.00 3.91 P - - ------------ ----------- ------ ------- - ------ 581.50 2111K - -------- -- - --------- -- -------- --------- --- --------- - ------------- T -------- - - - --- ------ . ... . ...... ------- --- -- -- 610 rn, 610 OR 610 D DI rn - I - I na 1 575.50 571.79 571.54 3.60 1 24" RCP 00 --- - ------ - ------ - ----- -- ------- ----- ------ ........ ------------- ......... ------- -------- ------ ----------- - 2� . . .... . .... . .. ....... ------------- ------- LU -------- - --------- ----- ---- . ..... . . ...... ----- ------- 600 600 - - - ------ - 600 ------- - -- 600 -- -- ----- --- - --- ----- ...... -- ---- ----- . ...... . .... ... 7-- ILL -- - -------- ------- - --- ... ... - ------ ... ....... I------------------------------- ........ .. ......... . ......... ......... ...... ED I --- - - ---- ---- - ----- - ------ -D 590 -------------- - ----- ----------------- ---- ------------ ------------ ---- ---- --- 7- - - ------------------- - --------- ------------ 590 ------- E ----------- - -- ---------- 590 -- ----- 590 -2 - ------ ------ --------- .... ... - - ---- --------- tAIJREt�PARK (IST V==�4' --LA-N-E.-- -StA.-- 3+2-1- ------- --------- . ........ . ........ . --------- . ........ ------ . . .... ----------------- ------ - ----- - ---- --- 580 580 .... ..... . 580 -- ----- ---- -- -- ------- . ....... ------- 580 580 -T . ..... I- . ........ ------ - - ---------- 570 570 T 570 ------------ ... --- ------- ----- ---- 570 ------------ -NOTE- 570 I----------------- -------- ------- ------- ---- ----- I- I -BE -4-N&ULATED ---- -- - -------- ------- ------- ------ ----- ------- ---- - -------- - --- 560 560 -------- I560 -- - -------- . .... ..... - -------- - ---- - ------- t --- -- - -------- . ..... - -------- - ------- - - - ------- ----- ------ - - ------------ . ...... - - -------- . ...... [T) . . ........ ....... II4tc I... ..... ... P 550 7' 550 . ...... IT 550 --------- _0 -L,,T-- ------------- -----­------ Irroo - -- - --- ----- 417 .r., -t- I -------------- . ... ...... -- ---- Ar --------- .............. V _Ln __(_D F1__ o? . to ! 11 UU ...... - --- --- - --------- -- i ...... --- ----_--------- -- ------ --- ------ ----- - - ------ 550 -------- --------- . ..... T --- ----- - ------ ---- ---------- 550 > ICU U j II=1 A�- -------- 540 7KIX I : I 540 540 - r t1j, Iout ----- ------ - - - I - U...... -Z Z_ZJ i 540 L.LJj 540 ------- ----- ------ --------- . ..... ... .. ..... -------- -- ------ - --------- ---------- 6� ....... ... - - ----- ----- ------------ - -- --------- ------ - ------------ I+ - ------------ ----- ----- - --------- 530 530 C . !U I530 - -- ----- - -- ----- 530 530 - ---------- - ------------ ------ - ---------- ------ - - ---------- -- --------- ...... --------------- -- - ---- ------ - ---- - ----- ------ - -- - ---- ----- I--------- ...... .. ..... - .... . . ..... -- - ----- . . .. ..... . ..... ------- ----------------- - ---------- ------------- ­- --- - -- ----- . ..... - ------- - - - ---- ----------- -------------- -- --- --------- ---­---------- - --­----------- I100+00 101+00 102+00 200+00 201+00 202+00 203+00 301+00 300+00 400+00 STORMDRAIN PROFILES ///04 1 ADDED STRUCTURE TYPES JLC 11/04/05 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED A ENGiNEERs DESIGNED BY. DMJ PROJECT. HOLLYMEAD TOWN CENTER AREA C, BLOCK 5 REVISION NUMBER: 6 2 ADDRESSED ACSA COMMENTS JILC 12/20/05 3 ADDRESSED ACSA COMMENTS JLC 01/03/06 VERT: 1 = 1 O' SURVEYORS DRAWN BY: FINAL SITE PLAN 4 ADDRESSED ACSA COMMENTS JLC 01/11/06 JLC DRAWING NUMBER: T/ TL E. WATER LESIE ANI) STORMDRAIN PROFILES ID M. J ENSEN No. 1 84 15 4:1 10, 0 10, 50' 0 50' PLANNERS AsSOCIATES 147 Wl Ridge Road 1402 Greenbrier Place Lynchburg, VA 24502 Cladouesville, VA 22901 C_ 10 5 UPDATED TOPO TO REFLECT EX. CONDITIONS JJK 01/19/06 REVIEWED BY. DMJ 6 ADDED NOTE MOT IS -11) & DRAINAGE SUMMARY TABLE JJK 04/10/06 SHEET NUMBER: WWA NUMBER: 5LE NAME: DISCIPLINE. SCALE. _5A__ TE. �710XAL HORZ: 1" 50' Phone: 434.582.6175 Pbonc: 434.984.2700 . www.wwassociatesmet 204224.03 422403C- 1 0. dwg CIVIL H: 1 "=50' "= 9112105 NO. REVISION BY REVISION BY DATE 1 I V. i i 0, Drawing Path: \\Cville-server\AutoCod\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-10.dwg \ \ \ \\\\\ \ \/area E \\\ \ \�eser\,�ed F\r Future De�ica 0.43 Ac\S \ \ \ Open ce 3 \\ 4.49 A \ \ ` \ F 1 Post Office Land St \�0Sb ESM' \/ \� \��\ EC_ C_ \ \ \ 5 - _ 1059 P, pa \1Fi' SIGH ISTA E\ \ \ \ \ \ 2� -L8_X1�'t TTe rvvo� Blvd__- - T T,,,�. �r -�7�� - P P I N G STOftE-S- _ _ - t7 se : s-VV-tLLe� W e &,A y_ - - __ ____ __ ___ \ \�- ---�-TYp,�_ - 69�ABRC__ �C1rIC1iJ���iC�t�"1- --------�-- 246' SIGHT DI TANCE Drainag�E�Bem�t \ - - 576 - - - - _ - _ - �,-1Vlaint�nance E_as_emenC - - - - - - - _ _ _ 7x_ -� Public -R/W -\ \ \ \ 2.9-'X25' arsunage�ase4z�et\\ � \ 7 7 • n _ -AT- 60 0 -70 v 28+0 f- \ TIMBERWOOD BOULE RD EX.1 WX60 6 \ 29+ 0 Public R W VARIES 30+00 DRAINAGE - 31 0 - \ / I DESIGN SPEED 30 M�H 1 EASEMENT - 32 00 \ co / T DISTANCE \ �/ aJ /99 -LR �/ EX 335' SIGH _ 335 C) 00/ ``�/ ) �5��, O CO S ATERLIN SM'T / \ 341 -LR \ \\ \ \ \ \ � ( v� R% a �2 � V,5 S - 7 2 N F i 3 00 l 1 3 SSo 12.58' 1 1 ( vIt '82:10, QP1111 HIM _ " a ,�� egsy% ° ° \ Tb,•r\ \ \ \ \\� \ \ � / Sg _ R='�.o L=4�-'1x \ \ q / 1�IDL _� i _ -- --- - PYA ( e g, [ �\ \ \ + L T 1 LOT- 2' 'LOT 3 LQ�'4- LOT 5 LOT � LOT 7 `EQl 8 ' �OT-9 LOT 1 1 LOT 12 LOT 13 LOT 14 1, 57 I ( 00 3Q5 i \ �O \ \ 9 -AB \ \ _ _ Ib�TH�# �4 P a / 00 FF= .00 F=88.00 FF=86.67 L L - D-S-EC-�I-AP1-D- \ \( FF=86.67 FF=86.6 \ FF=S6.00 FF=86.00 FF 08- F=8� 1 �1 8 \\ \ BF �/9�0 BF=78.00 F =x-6.67 �( FF=86.00 FF=800 BF=77.00 BBQ='7�-;po--�F=$5.�ffl �=�.d0 �F��a"=gg--Sp- _� _ � 2 / \ \ CONNECT TO BF=78.00 BF=77.00 b / BF=76.00 BF=77.00 I 14 -IC o ♦ \ \\ 3 -VP \ BF=780 BF=77.00 BF=77. _ BF=76.OQ BF=Z6 -- -�fF=-�7.,;z0 �v/ �0T � � ♦ \ \ \ EX. 8" WL I Py 7> < ai \ X X \ OT \ \ I 153.21 \ 86.33 186.33X 86.33 86.33 X 1 85.33 15.33 X 85 33 1 5. 1 84.3 X 84.31 84.31 85.331 85.83 85..83 X '� F �� / (� ° \ - 3Q , ♦♦\\\\ \\ TEST PIT C TRACT R 7.33 1 1 \ 1 1 \ 1 \ 1 Slgl AD A 84 1 1� �- _ I oo ��S'00 �F T 7,Q ' - 67 ♦♦ 3: Q I jH RIZ. I\ (�s sa far I r 1 I I \ 0 � / EXAMPLES OF TREES LARGE: WILLOW OAK- TIMBERWOOD BOULEVARD ZELKOVA - GRAND FORKS BOULEVARD 0c) EDIUM: STEWARTIA INTERIOR STREET CHERRY - ACCESS ROAD 1510CK U4VERp� 2.22 Acres \ cc- • . �1-� els • ; •• ` <,7:d �` •• • - �� ►• iSHRUBS 32-41D IWA V11 I Office Lafid Trust' • ' _� - ,•�; ' • : , _��.� 11 + '■ Ir • No. BOTANICAL N.COMMON NAME HEIGHT DBIO 661-116 165§-183 PLAT 11.25*, Hb P;,", "ED. GOUCHER" GLOSSY . - - . - ROSE CREEK "ROSE CREEK" ABELIA 5 CM fir'+. `f a ,�, • Ii - ! ,A •�,� u • �, • , !COMPACT •. 'i. ' • �r•I/I ��11 1� '• I • ••• •• • .• - ••. • LOT •e AG _ •• •. •. : 'moi r � ,• '������ • • i •. • • • • 1� 7 ,HOLLY SPACING AREA OF CANOPY 510 S.F. 419 S.F. AREA OF CANOPY 99 S.F. 77 S.F. AREA OF CANOPY 14 14 16 < c� 7 %X / I H 86 ILEX CRENATA HELLERS 12"-18" AS SHOWN 16 \ \ G3 H ZS S 91. oZS - > 89 0�� �I S 1 / R0�1{RPORT ROAD „ „ ZS . \. x � x v g � x� 5 �( � 6 / oo HELLERS HOLLY +ZS /- ZS P�6..2'1 SD 3 / Q ,.. - - / IDL 3 N 4'-5' ZSR \ ". � � Ob 0 � �� ° _ .X; j X° ix J �\�r�s / / �5� IC ) ,/ / // c� I \\ ILEX X DRAGON x _ 4 9 / / / \ AQUIPERNYI LADY - 8.�0 o ub1; / , / c�, \ „DRAGON LADY" HOLLY \ 1 C �\I� 96 II / - - D - 4 / �, \ TMP 32-41 C „ „ I8" STUBOUT� \ �� �`L`A,L- 7 T �, �/ Dg 85 339 / / \ LA 5 LEUCOTHOE COAST 24"-,30 1 \ TO BE o \ \ � + a i i �\ , ° F\ 2 �� 1 / / I Laurel.Iii11 Baptist Church AXILLARIS -\ -6 GV \ - - - / i �\� 9 5 -LA / // / I LEUCOTHOE I \ \PPED-J a> - �`\'.� � i � �--�R�.ND --RCS ��BQ_U 4E�lA D - - T(C ° � DB�43 4� Plat' ol- - ./ - . - .. co \ 3 / / 1 \ \ 6p ` .. 1 . -�R I V . E_R . ASD . \ \ -58971 \ 3 / / DB 743-445 \ 8 \X8 CRO �` % - i \ I 1 -98764-/ / / / 1 \ LR 440 LIRIOPE BIG BLUE #1 / / FH r / \ I rt rt _ / Zoned: RA \ \ \ 8 BOUT/ \ ' 1 / /' 0 I / / / 1 MUSCARI LIRIOPE 6 / / Use: Church "BIG BLUE" 1 1 \ S09°4233"W // / / / l I D-6// / I \ TO E CA P \ \ \ I� / 1 94 \ \ 33.72' Sg j // / 9� / / / Gf�i New 20' Water ° I 6 WI \ �.. 1 -VP / / ) \ - \ New 35�' FH \ / / 59 Access E�aseri� \\ / I I \ \ 1 ew Va ' ble 1d h RCcce�s 1E slemeot/ I I I 8 / B N / I / I J \ PLMJ 13 PRUNUS MAJESTIC 24" 30" \ /x 1 ° 13'3 R- 17.50 , / / / / / / / � ) � l / l I I \ LAUROCERASUS JADE 403.52 / // , S \ L-3 1 / / / / i / / 96 1 I I III (' I I (, - - - - -- / F \��� V �� S \ )) 1/ I \ "MAJESTIC JADE" CHERRY LAUREL 338 �9� / //600 98 / / �T/// // / / 02 I ) I I I I /% / / / \ \ , \ �^, '\ 1 ! \ VP 92 VIBURNUM DECKER 3'-4' _ --. DISTIX r I� \ \ R=30.00' -�- - "`--� / / / / / / / / ) 0� I ) I) / / I / / \TCOP=587.4 �\ 1 I ) \ PRAGENSE PRAGUE \ EASEM;N1 \ �� ' \ \ L=41.77' \ / // �/7/ / / 08 / / / l / I // lI / \ ' 1 19' SIGHT D`STAgCE \ U ��-1 -2" "DECKER" VIBURNUM co�DO \\ \ ,//���z 2 l I / lI)/--I/ � \ / N52°30'58 'W \\ \ \\ \ \\ \ 1 \ ( l`O \ �� /i Z / �) 14 I l l L/ \ / M. H. \ \ \ \ \ \ \\1` ///%�) I / 7 \\ 596 �� �i� �� i�r 16 / l l / / 11 ) / 28.03 \ \\ \ \ \\ \ R=30.00' \ � � / i i - - _ \ (/ L=49 91, � � �� � � j � / �,l/l / p}OTE: \ 48 28 18" O.C. 1.5 IN 44 TOTAL AREA OF CANOPY PROVIDED: 19,720 S.F. /ADJUST TMP 32-41D TREE COVER CALCULATIONS TEMPORARY CONSTRUC ON ,/ / MANHOLE COVER TO \ \ \ \ POST OFFICE LAND TRUST / RADE. \ \ \ SITE AREA = 2.63 ACRES AND GRADING EASEME // / PROPOSED FINSH \ _ \ \ \ \ \ DENSITY = 42 UNITS _ DB l 1-116 / 2.63 ACRES = 15.97 UNITS PER ACRE - \ \ \ TREE COVER REQUIRED = 15% ROTATE MANHOL� COVER \ \ � � \ DB 165 -183 PLAT \rTa E/� /)xt� � �/,�/ / \ / TO AVOID CURB AND To \ \ \ \ \ \ \ \ \\ 0' Dr g /� i i/ / / \ / GUTTER. THE/SANITARY / \ \ \ \ \ Zoifed: PD -MC - = 2.63 0.15 = 0.39 AC OR 17,185 S.F. �� 1 /� i �, i i i l I./ l / l \ / TO C' \ Current Use: Vacant INTERIOR PARKING = N/A / �igt / / I / l ( \ / SEWER LINA MAY EA AVOID 7F \ \ 15 a \ \ \ \ \ \ Future Use: Road STREET TREES REQUIRED = 1 PER 50 FEET // f ` - �j �/ \ I , l // / 1 BE SHOENED \ \ \ STREET TREE FRONTAGE = 1514 L.F. / -1 / / CURB/ \ o \ ��I/ / / GUTTER. \ , \ ^�s \ \ \ \ \ \ \ \J�\ STREET TREES REQUIRED _ 30 T11 / /0 STREET TREES PROVIDED 30 \ -7Z / - _ /, _ ) , 1, / 111 \ /'`TMP 32-41D26 61 United States Postal Service \ \ \ 8 PB 1659-184 PlatW9 \ \ �46.'2�/l D\B 2378-427 3000� < SAU Oti Zoned: LI \ \ \ \ \ \\ \\ Use• Po��Off � u � � IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' tce 1 ADDRESSED ACSA COMMENTS JLC 12/20/05 8 REVISED HORIZONTAL LOCATIONS OF ALLEY & GRAND FORKS BLVD. JJK 7/25/06 DESIGNED BY: PROJECT: 2 REVISED LANDSCAPE PLAN & LEGEND JJK 01/24/06 9 REVISED CANOPY REQUIRED AND PROVIDED CALCULATIONS. JJK 9/01/06 hF y DMJ HOLLYMEAD TOWN CENTER REVISION NUMBER: 3 REVISED LANDSCAPE PLAN & LEGEND JJK 02/01/06 f M ENGINEERS DRAWN BY. AREA C, BLOCK 5 9 4 REVISED BOUNDARY JJK 02/09/06 DAVID M. JENSEN PLANNERS TITLE: SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBER: �' 5 ADDED FOUNDATION PLANTINGS JJK 05/05/06 REVIEWED BY: LANDSCAPE PLAN 6 REVISED PER COUNTY COMMENTS JJK 06/30/06 .deo No. 11184 �� ASSOCIATES DMJ C- 13 +s •�' PO Box 4119 1402 Greenbrier Place SHEET NUMBER: 7 REVISED PER VDOT COMMENTS JJK 7/12/06 ass ` � to y Lynchburg, 443 A,hos°o Phoo�434.984.22901 NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: I DIVA ativW."acaociatrq.nct 204224.03 422403C-13 CIVIL V700 . 1 "=30' N0. REVISION BY DATE N0. REVISION BY DATE V. 9112/05 13 OF 14 N A Drawing Path: M:\204224.00co Block 5\204224.03 Final Site Pla n\dwg\422403C - 1 3.dwg PANT LIST LARGE TREES KEY No. BOTANICAL NAME COMMON NAME CALIPER ZS 11 ZELKOVA SERRATA VILLAGE GREEN 2 Y2" "VILLAGE GREEN" ZELKOVA QP 10 QUEROUS PHELLOS WILLOW OAK 2 Y2" MEDIUM TREES KEY No. BOTANICAL NAME COMMON NAME HEIGHT PY 11 PRUNUS YOSHINO 6'-7' YEODENSIS FLOWERING CHERRY SP 11 STEWARTIA JAPANESE 6'-8' PSEUDOCAMELLIA STEWARTIA 1510CK U4VERp� 2.22 Acres \ cc- • . �1-� els • ; •• ` <,7:d �` •• • - �� ►• iSHRUBS 32-41D IWA V11 I Office Lafid Trust' • ' _� - ,•�; ' • : , _��.� 11 + '■ Ir • No. BOTANICAL N.COMMON NAME HEIGHT DBIO 661-116 165§-183 PLAT 11.25*, Hb P;,", "ED. GOUCHER" GLOSSY . - - . - ROSE CREEK "ROSE CREEK" ABELIA 5 CM fir'+. `f a ,�, • Ii - ! ,A •�,� u • �, • , !COMPACT •. 'i. ' • �r•I/I ��11 1� '• I • ••• •• • .• - ••. • LOT •e AG _ •• •. •. : 'moi r � ,• '������ • • i •. • • • • 1� 7 ,HOLLY SPACING AREA OF CANOPY 510 S.F. 419 S.F. AREA OF CANOPY 99 S.F. 77 S.F. AREA OF CANOPY 14 14 16 < c� 7 %X / I H 86 ILEX CRENATA HELLERS 12"-18" AS SHOWN 16 \ \ G3 H ZS S 91. oZS - > 89 0�� �I S 1 / R0�1{RPORT ROAD „ „ ZS . \. x � x v g � x� 5 �( � 6 / oo HELLERS HOLLY +ZS /- ZS P�6..2'1 SD 3 / Q ,.. - - / IDL 3 N 4'-5' ZSR \ ". � � Ob 0 � �� ° _ .X; j X° ix J �\�r�s / / �5� IC ) ,/ / // c� I \\ ILEX X DRAGON x _ 4 9 / / / \ AQUIPERNYI LADY - 8.�0 o ub1; / , / c�, \ „DRAGON LADY" HOLLY \ 1 C �\I� 96 II / - - D - 4 / �, \ TMP 32-41 C „ „ I8" STUBOUT� \ �� �`L`A,L- 7 T �, �/ Dg 85 339 / / \ LA 5 LEUCOTHOE COAST 24"-,30 1 \ TO BE o \ \ � + a i i �\ , ° F\ 2 �� 1 / / I Laurel.Iii11 Baptist Church AXILLARIS -\ -6 GV \ - - - / i �\� 9 5 -LA / // / I LEUCOTHOE I \ \PPED-J a> - �`\'.� � i � �--�R�.ND --RCS ��BQ_U 4E�lA D - - T(C ° � DB�43 4� Plat' ol- - ./ - . - .. co \ 3 / / 1 \ \ 6p ` .. 1 . -�R I V . E_R . ASD . \ \ -58971 \ 3 / / DB 743-445 \ 8 \X8 CRO �` % - i \ I 1 -98764-/ / / / 1 \ LR 440 LIRIOPE BIG BLUE #1 / / FH r / \ I rt rt _ / Zoned: RA \ \ \ 8 BOUT/ \ ' 1 / /' 0 I / / / 1 MUSCARI LIRIOPE 6 / / Use: Church "BIG BLUE" 1 1 \ S09°4233"W // / / / l I D-6// / I \ TO E CA P \ \ \ I� / 1 94 \ \ 33.72' Sg j // / 9� / / / Gf�i New 20' Water ° I 6 WI \ �.. 1 -VP / / ) \ - \ New 35�' FH \ / / 59 Access E�aseri� \\ / I I \ \ 1 ew Va ' ble 1d h RCcce�s 1E slemeot/ I I I 8 / B N / I / I J \ PLMJ 13 PRUNUS MAJESTIC 24" 30" \ /x 1 ° 13'3 R- 17.50 , / / / / / / / � ) � l / l I I \ LAUROCERASUS JADE 403.52 / // , S \ L-3 1 / / / / i / / 96 1 I I III (' I I (, - - - - -- / F \��� V �� S \ )) 1/ I \ "MAJESTIC JADE" CHERRY LAUREL 338 �9� / //600 98 / / �T/// // / / 02 I ) I I I I /% / / / \ \ , \ �^, '\ 1 ! \ VP 92 VIBURNUM DECKER 3'-4' _ --. DISTIX r I� \ \ R=30.00' -�- - "`--� / / / / / / / / ) 0� I ) I) / / I / / \TCOP=587.4 �\ 1 I ) \ PRAGENSE PRAGUE \ EASEM;N1 \ �� ' \ \ L=41.77' \ / // �/7/ / / 08 / / / l / I // lI / \ ' 1 19' SIGHT D`STAgCE \ U ��-1 -2" "DECKER" VIBURNUM co�DO \\ \ ,//���z 2 l I / lI)/--I/ � \ / N52°30'58 'W \\ \ \\ \ \\ \ 1 \ ( l`O \ �� /i Z / �) 14 I l l L/ \ / M. H. \ \ \ \ \ \ \\1` ///%�) I / 7 \\ 596 �� �i� �� i�r 16 / l l / / 11 ) / 28.03 \ \\ \ \ \\ \ R=30.00' \ � � / i i - - _ \ (/ L=49 91, � � �� � � j � / �,l/l / p}OTE: \ 48 28 18" O.C. 1.5 IN 44 TOTAL AREA OF CANOPY PROVIDED: 19,720 S.F. /ADJUST TMP 32-41D TREE COVER CALCULATIONS TEMPORARY CONSTRUC ON ,/ / MANHOLE COVER TO \ \ \ \ POST OFFICE LAND TRUST / RADE. \ \ \ SITE AREA = 2.63 ACRES AND GRADING EASEME // / PROPOSED FINSH \ _ \ \ \ \ \ DENSITY = 42 UNITS _ DB l 1-116 / 2.63 ACRES = 15.97 UNITS PER ACRE - \ \ \ TREE COVER REQUIRED = 15% ROTATE MANHOL� COVER \ \ � � \ DB 165 -183 PLAT \rTa E/� /)xt� � �/,�/ / \ / TO AVOID CURB AND To \ \ \ \ \ \ \ \ \\ 0' Dr g /� i i/ / / \ / GUTTER. THE/SANITARY / \ \ \ \ \ Zoifed: PD -MC - = 2.63 0.15 = 0.39 AC OR 17,185 S.F. �� 1 /� i �, i i i l I./ l / l \ / TO C' \ Current Use: Vacant INTERIOR PARKING = N/A / �igt / / I / l ( \ / SEWER LINA MAY EA AVOID 7F \ \ 15 a \ \ \ \ \ \ Future Use: Road STREET TREES REQUIRED = 1 PER 50 FEET // f ` - �j �/ \ I , l // / 1 BE SHOENED \ \ \ STREET TREE FRONTAGE = 1514 L.F. / -1 / / CURB/ \ o \ ��I/ / / GUTTER. \ , \ ^�s \ \ \ \ \ \ \ \J�\ STREET TREES REQUIRED _ 30 T11 / /0 STREET TREES PROVIDED 30 \ -7Z / - _ /, _ ) , 1, / 111 \ /'`TMP 32-41D26 61 United States Postal Service \ \ \ 8 PB 1659-184 PlatW9 \ \ �46.'2�/l D\B 2378-427 3000� < SAU Oti Zoned: LI \ \ \ \ \ \\ \\ Use• Po��Off � u � � IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' tce 1 ADDRESSED ACSA COMMENTS JLC 12/20/05 8 REVISED HORIZONTAL LOCATIONS OF ALLEY & GRAND FORKS BLVD. JJK 7/25/06 DESIGNED BY: PROJECT: 2 REVISED LANDSCAPE PLAN & LEGEND JJK 01/24/06 9 REVISED CANOPY REQUIRED AND PROVIDED CALCULATIONS. JJK 9/01/06 hF y DMJ HOLLYMEAD TOWN CENTER REVISION NUMBER: 3 REVISED LANDSCAPE PLAN & LEGEND JJK 02/01/06 f M ENGINEERS DRAWN BY. AREA C, BLOCK 5 9 4 REVISED BOUNDARY JJK 02/09/06 DAVID M. JENSEN PLANNERS TITLE: SURVEYORS JLC FINAL SITE PLAN DRAWING NUMBER: �' 5 ADDED FOUNDATION PLANTINGS JJK 05/05/06 REVIEWED BY: LANDSCAPE PLAN 6 REVISED PER COUNTY COMMENTS JJK 06/30/06 .deo No. 11184 �� ASSOCIATES DMJ C- 13 +s •�' PO Box 4119 1402 Greenbrier Place SHEET NUMBER: 7 REVISED PER VDOT COMMENTS JJK 7/12/06 ass ` � to y Lynchburg, 443 A,hos°o Phoo�434.984.22901 NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: I DIVA ativW."acaociatrq.nct 204224.03 422403C-13 CIVIL V700 . 1 "=30' N0. REVISION BY DATE N0. REVISION BY DATE V. 9112/05 13 OF 14 N A Drawing Path: M:\204224.00co Block 5\204224.03 Final Site Pla n\dwg\422403C - 1 3.dwg Drawing Path: \\Cville_server\AutoCad\204224.00co Block 5\204224.03 Final Site Plan\dwg\422403C-14.dwg