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WPO200700001 Plan - E&S Final Site Plan and Comps. 2008-02-20
0 U i U 0 a i.� Q r 0 CL v 6 Q 0 0 N Q 0 c 0 CL 0 z L0 0 N INDEX OF SHEETS DRAWING NO. SHEET NO. CS1 1 OF 20 C1 2 OF 20 C2 3 OF 20 C3 4 OF 20 C4 5 OF 20 C5 6 OF 20 C6 7 OF 20 C7 8 OF 20 C8 9 OF 20 C9 10 OF 20 C10 11 OF 20 C11 12 OF 20 C12 13 OF 20 C13 14 OF 20 C14 15 OF 20 C15 16 OF 20 C16 17 OF 20 C17 18 OF 20 C18 19 OF 20 C19 20 OF 20 TITLE Il !J. IIi�C�D��I 11.1 awv�WA LvT ILI 9 4, ALBhMA.R,.L.E o" SITE DATA: COVER SHEET GENERAL NOTES, DETAILS & TYPICAL SECTIONS EXISTING CONDITIONS & DEMOLITION PLAN OVERALL PLAN SITE PLAN (NORTH) SITE PLAN (WEST) ROAD PROFILES STORM SEWER PROFILES STORM SEWER PROFILES STORM SEWER COMPUTATIONS SANITARY SEWER PLAN AND PROFILES (NORTH), ROAD ENTRANCE PROFILES & WALL DETAILS SANITARY SEWER PLAN AND PROFILES (WEST), RWSA NOTES WATER MAIN PROFILES & CULVERT COMPS EROSION & SEDIMENT CONTROL PLAN (NORTH) EROSION & SEDIMENT CONTROL PLAN (WEST) EROSION & SEDIMENT CONTROL NOTES AND DETAILS EROSION & SEDIMENT CONTROL NARRATIVE AND DETAILS LANDSCAPE PLAN (NORTH) LANDSCAPE PLAN (WEST) E & S / SWM DRAINAGE AREAS BY OTHERS (FOR INFORMATION ONLY) LEGENID EXISTING NEW DESCRIPTION I EXISTING NEW DESCRIPTION _"C"ljD"D 18 l' DE r, rjLx � 2004T, FINAL b"ITE ]PLAN VICINITY MAP 1'=2000' A_1�B=;.EVIATIONS AFF ABOVE FINISHED FLOOR EX CONTOUR (INDEX AS - ATE Q} WATER METER -----��o----- ----500 INDICTED ON SITE PLAN) tFINSHED FLOOR SD STORM DRAIN ARV AIR RELEASE VALVE CONTOUR (INTERVAL r`'S CR4 SFA FIRE HYDRANT- - - - - - - - BACK OF CURB INDICTED ON SITE PLAN) FJORIDE IYDC FIRE DEPARTMENT a.5o 4.,o +99� SPOT ELEVATION F ;;E OF CURB SHC CONNECTION BM --•► OVERLAND FLOW DIRECTIONNv G'OUND FLOOR • WATER VALVE BOV BLOW OFF VALVE HEDGEROWtQGV G,LVANIZED `�YGV GAS VALVE BRL BUILDING RESTRICTION LINE TREE LINE SAN S.S. SAN SEWER MANHOLE - - - CENTER TO CENTER CENTER/EDGE OF STREAM sT Q STORM SEWER MANHOLE C&G CURB & GUTTER EDGE OF PAVEMENT l-- STD CURB DROP INLET - - - - PROPERTY LINE HOOK © DROP INLET -- BOUNDARY LINE INERT ---o SANITARY CLEAN OUT C.L. CHAIN LINK IPS c0 TBA TO BE ABANDONED - - - - - RIGHT-OF-WAY IF, -')N PIN FOUND •IIF LIGHT POLE CO ------------- PUBLIC ALLEY EASEMENT _ TC TELEPHONE POLE WITH CONIC -•---•--•--•-- PROPERTY LINE FOR WEAR FEET (TH) GUY WIRE & ANCHOR CP CONTROL POINT CONVEYANCE TO OTHERS LFT TS&V POWER POLE CY --------- BUILDING SETBACK MNHOLE TYP TYPICAL - - TAX MAP LINE' I'JT IN CONTRACT o TREE SAN - 8" SAN SANITARY SEWER PDT TO SCALE SHRUB SD - T SD STORM SEWER C wQ OFA VAR WETLANDS EX 8'' WATER 8" WATER WATER LINE DLYETHYLENE W WATER LINE DPLX DUPLEX PROP QIPF WO IRON PIN FOUND OHE - OHE OVERHEAD ELECTRIC LINE 1ANTED STONE FOUND WAT WATER EL ELEVATION PVC DLYVINYL CHLORIDE d IPS IRON PIN SET oHT OHT OVERHEAD TELEPHONE LINE EINFORCED CONCRETE PIPE WM WATER METER EOP EDGE OF PAVEMENT REQ'D EQUIRED WT WATERTIGHT UGE UGE- UNDERGROUND ELECTRICAL LINE IGHT WWF BORING TEST HOLE -UGT UGT UNDERGROUND TELEPHONE LINE /� A BENCHMARK GAS GAS GAS LINE L_Ul 1 SPACE/4 UNITS (32/4) 8 TOTAL SPACES REQUIRED (68+8) 76 B"' BM GUEST PARKING 11 ABANDONED OR DEMOLISH UTILITY TOTAL PROVIDED 75 SPACES o-��r; PARKING REQUIRED (PHASE 11): RESIDENT PARKING 2.11 SPACES/UNIT (56 x2.11) 119 v - u - - 0 - o --o FENCE do RIP -RAP o TOTAL SPAC SREQUIIRED)(119+14) 133 PARKING PROVIDED (PHASE 11): GUEST PARKING 27 o��fl o o- o -::::n o FENCE WITH GATE TOTAL PROVIDED 139 *PARKING MODIFICATIONS OF SECTION 4.12.2 (C) TO 2.11 PARKING RATIO APPROVED BY O STOP STOP SIGN KEITH LANCASTER SOUTHERN DEVELOPMENT DATED 02/27/07. GUARDRAIL 1. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THE ENTIRE SITE ARE - --- -~� DRAINAGE DIVIDE NORTH PANTOPS COMMERCIAL. DRAINAGE AREAS BY OTHERS ARE PROVIDED FOR STRUCTURE INFORMATION ONLY ON SHEET 19. - - --- - - - - - - DECK OUTLINE 2. ALL STREETS CONSTRUCTED WITH THIS PLAN SHALL BE PRIVATELY OWNED AND MAINTAINED. A TWENTY-NINE FOOT WIDE ACCESS EASEMENT SHALL BE PROVIDED FOR ALL PRIVATELY OWNED AND MAINTAINED STREETS. ` - - -' FUTURE STRUCTURE WALL MOUNTED FIXTURE WITH LESS THAN 3000 LUMEN. 4. SOLID WASTE SHALL BE COLLECTED IN DUMPSTER AND PICKED UP BY PRIVATE SERVICE. NEW STORM DRAINAGE DESIGNED BY: PROJECT: REVISION NUMBER: DEMOLISH OR STRUCTURE 2g - STRUCTURE NUMBERS -' ENGINEER:SDRAWN ABANDON STRUCTURE NEW SANITARY FINAL SITE PLAN BY. SURVEYORS STRUCTURE STRUCTURE NUMBER DRAWING NUMBER.- REVERSE CURB & GUTTER (CG -6R) NOTE: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN. j IICURB 77 & GUTTER TRANSITION FROM REvrEwED aY: COVER SHEET CS 1 (OR TO) REVERSE CURB & GUTTER 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. r�fL�c/o > _"C"ljD"D 18 l' DE r, rjLx � 2004T, FINAL b"ITE ]PLAN VICINITY MAP 1'=2000' A_1�B=;.EVIATIONS AFF ABOVE FINISHED FLOOR EX OR EXIST E:ISTING SAN SANITARY SEWER AHD AHEAD FF tFINSHED FLOOR SD STORM DRAIN ARV AIR RELEASE VALVE FH F1,E HYDRANT SFA SINGLE FAMILY ATTACHED BC BACK OF CURB FL FJORIDE SFD SINGLE FAMILY DETACHED BF BASEMENT FLOOR FOC F ;;E OF CURB SHC SEWER HOUSE CONNECTION BM BENCH MARK GF G'OUND FLOOR SQ SQUARE BOV BLOW OFF VALVE GALV G,LVANIZED S.F. SQUARE FEET BRL BUILDING RESTRICTION LINE HB MRIZONTAL BEND S.S. STAINLESS STEEL C/C CENTER TO CENTER HC H,,NDICAP STA STATION C&G CURB & GUTTER HDPE H13H DENSITY POLYETHELENE STD STANDARD CIP CAST IRON PIPE HK HOOK STL STEEL CENTER LINE INV INERT SW SIDEWALK C.L. CHAIN LINK IPS IR)N PIN SET TBA TO BE ABANDONED CMP CORRUGATED METAL PIPE IPF IF, -')N PIN FOUND TBR TO BE REMOVED CO CLEAN OUT JB JINCTION BOX TC TOP OF CURB CONIC CONCRETE LF WEAR FEET (TH) TOWNHOUSE CP CONTROL POINT LT LFT TS&V TAPPING SLEEVE & VALVE CY CUBIC YARDS MH MNHOLE TYP TYPICAL DIA DIAMETER NIC I'JT IN CONTRACT UG UNDERGROUND DIM DIMENSION NTS PDT TO SCALE UON UNLESS OTHERWISE NOTED DIP DUCTILE IRON PIPE O.C. N CENTER VAR VARIABLE DU DRIVE UNDER PE DLYETHYLENE W WATER LINE DPLX DUPLEX PROP ROPOSED WO WALKOUT ESMT EASEMENT PS 1ANTED STONE FOUND WAT WATER EL ELEVATION PVC DLYVINYL CHLORIDE WHC WATER HOUSE CONNECTION ELEC ELECTRIC RCP EINFORCED CONCRETE PIPE WM WATER METER EOP EDGE OF PAVEMENT REQ'D EQUIRED WT WATERTIGHT EQPT EQUIPMENT RT IGHT WWF WOVEN WIRE FABRIC PARKING REQUIRED (PHASE 11 WEST): R/W IGHT OF WAY YDS YARDS ALBERMARLE CQTTTTY DEPARTMENT APPROVAT,- .APPROVALS DATE DEPARTMENT OF COMMUNITY DE HLOPMENT 1 3/8107 PLANNING/ZONING NORTH PANTOPS, L.L.C. ENGINEER INSPECTIONS ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. ARB 5/15/07' _ DEPARTMENT OF FIRE & RESCUE ALBERMARLE COUNTY SERVICE ALTHORITY VIRGINIA DEPARTMENT OF TRANSP)RTATION CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS HEALTH DEPARTMENT 6/4107 i JADDRESS COUNTY OF ALBEMARLE, ACSA, AND VDOT COMMENTS CR 1 3/8107 OWNER: NORTH PANTOPS, L.L.C. 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR 5/15/07' (434)979-8181 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 6/4107 1402 GREENBRIER PLACE CHARLOTTESVILLE VA 22901 4 CLIENT DIRECTED CHANGES / ADDRESS ALBEMARLE COUNTY COMMENTS CR 9112107 TTN: DAVID M. JENSEN, P.E. SOURCE OF BOUNDARY: 5 PARKING DATA UPDATED CR 1015/07 SUPPLEMENTAL SURVEY PROVIDED BY WW ASSOCIATES, APRIL 2007. 6 ADDRESS COUNTY OF ALBERMARLE COMMENTS DT 1/11/08 ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: RIVANNA TAX MAP REFERENCE: RESIDUE TMP 78-12 ZONE: R-6; CLUSTER DESIGNATION EXISTING USE: NO. REVISION BY DATE N0. BY DATE 1 O � DAVID M. JENSEN No. 11484 0 APPLICANT: SOUTHERN DEVELOPMENT 170 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VA 22911 ATTN: CHARLES ARMSTRONG (434)245-0894 OWNER: NORTH PANTOPS, L.L.C. 195 RIVERBEND DRIVE CHARLOTTESVILLE, VA 22911 (434)979-8181 ENGINEER: WW ASSOCIATES, INC 1402 GREENBRIER PLACE CHARLOTTESVILLE VA 22901 (434) 984-2700 TTN: DAVID M. JENSEN, P.E. SOURCE OF BOUNDARY: RIVANNA ENGINEERING AND SURVEYING, PLC SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEY, INC. JANUARY 4, 2007. SUPPLEMENTAL SURVEY PROVIDED BY WW ASSOCIATES, APRIL 2007. VERTICAL DATUM: NAVD 88 (MONUMENT #HW0496 AND EXISTING MH) COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: RIVANNA TAX MAP REFERENCE: RESIDUE TMP 78-12 ZONE: R-6; CLUSTER DESIGNATION EXISTING USE: VACANT PROPOSED USE: NORTH SITE AREA = 4.02 ACRES NORTH UNIT COUNT = 24 (TOWNHOMES) NORTH DENSITY = 6 UNITS/ACRE NORTH AREA OF LOTS = 1.61 ACRES (40.05% NORTH AREA OF ROADS (PRIVATE) = 0.34 ACRES NORTH IMPERVIOUS AREA = 1.22 ACRES 30.35%) NORTH AREA OF OPEN SPACE = 2.4 ACRS (59.70%) WEST SITE AREA = 5.71 ACRES WEST UNIT COUNT = 32 (TOWNHOMES) WEST DENSITY = 6 UNITS/ACRE WEST AREA OF LOTS = 1.93 ACRES (33.80% WEST AREA OF ROADS (PRIVATE) = 0.47 ACRES WEST IMPERVIOUS AREA = 1.57 ACRES (27.50%) WEST AREA OF OPEN SPACE .= 3.78 ACRES (66.20%) YARD FRONT = 25' *SIDE = 10' " REAR = 20' *NOTE: 'TIE SIDE SETBACK REDUCTION TO 10' IS ALLOWED AS THE SITE IS IN COMPLIANCE WITH SECTION 4.1 1,3 OF THE ALBEMARLE COUNTY CODE. MAXIMUM BUILDING HEIGHT: 35' WATERSHED RESOURCE AREA: COMMUNITY DEVELOPMENT AREA WATERSHED: NONE WATER SUPPLY PROTECTION AREA: NONE ESTI Iiii 4? TRAFFIC GENERATION: 316 ADTAPPROVED , AREA (PHASE II NORTH): 4.02 ACRES (175,190 SF) by the A1ibvirtlarleCounty AREA (PHASE 11 WEST): t 1 illf I ,1�� I r a Deparl ent 5.71 ACRES (248,751 SF) Date ofFile PARKING TABULATION -- L&5 Ploiv1_s PARKING REQUIRED (PHASE II NORTH): RESIDENT PARKING *2.11 SPACES UNIT (24x2.11) 51 GUEST PARKING: 1 SPACE/4 UNITS (24/4) 6 TOTAL SPACES REQUIRED (51+6) 57 PARKING PROVIDED (PHASE 11 NORTH): GUEST PARKING 16 PARKING PROVIDED ON LOTS 48 TOTAL PROVIDED 64 SPACES PARKING REQUIRED (PHASE 11 WEST): RESIDENT PARKING 2.09 SPACES/UNIT (32x2.11) 68 GUEST PARKING: 1 SPACE/4 UNITS (32/4) 8 TOTAL SPACES REQUIRED (68+8) 76 PARKING PROVIDED (PHASE 11 WEST): GUEST PARKING 11 PARKING PROVIDED ON LOTS 64 TOTAL PROVIDED 75 SPACES PARKING REQUIRED (PHASE 11): RESIDENT PARKING 2.11 SPACES/UNIT (56 x2.11) 119 GUEST PARKING: EUNITS // 14 TOTAL SPAC SREQUIIRED)(119+14) 133 PARKING PROVIDED (PHASE 11): GUEST PARKING 27 PARKING PROVIDED ON LOTS 112 TOTAL PROVIDED 139 *PARKING MODIFICATIONS OF SECTION 4.12.2 (C) TO 2.11 PARKING RATIO APPROVED BY WILLIAM FRITZ, DEPUTY ZONING ADMINISTRATOR PER ELECTRONIC COMMUNICATION WITH KEITH LANCASTER SOUTHERN DEVELOPMENT DATED 02/27/07. NOTES: 1. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THE ENTIRE SITE ARE PROVIDED IN EXISTING STORMWATER MANAGEMENT FACILITIES 1, 2 & 3 FOR LUXOR & NORTH PANTOPS COMMERCIAL. DRAINAGE AREAS BY OTHERS ARE PROVIDED FOR INFORMATION ONLY ON SHEET 19. 2. ALL STREETS CONSTRUCTED WITH THIS PLAN SHALL BE PRIVATELY OWNED AND MAINTAINED. A TWENTY-NINE FOOT WIDE ACCESS EASEMENT SHALL BE PROVIDED FOR ALL PRIVATELY OWNED AND MAINTAINED STREETS. 3. EACH UNIT SHALL BE EQUIPPED WITH EITHER A FREE-STANDING LIGHTING FIXTURE OR A WALL MOUNTED FIXTURE WITH LESS THAN 3000 LUMEN. 4. SOLID WASTE SHALL BE COLLECTED IN DUMPSTER AND PICKED UP BY PRIVATE SERVICE. DESIGNED BY: PROJECT: REVISION NUMBER: ==CR PAVILIONS AT PANTOPS PHASE 11 -' ENGINEER:SDRAWN FINAL SITE PLAN BY. SURVEYORS To DRAWING NUMBER.- PLANNERI S TITLE: REvrEwED aY: COVER SHEET CS 1 .ASSOCIATES DJM� r�fL�c/o > SHEET i\.UMBER. PO Boz 4119 1402 Greenbrier Plaace Lynchbutt5,VA24502 CSaz1ottcsvillo,VA229901 WWA NUMBER: FILE NAME: SCALE: DATE: Phone: 434316.6080 Phone: 434.984-27(00 205143.04 5143040 -CS 1. d wg H.: NSA 12118106 1 of 20 www.wwassociates.net - a i U 0 LO 0 c v 0 Ct_ r -- c a� c 0 Ki LO 0 N 0 Q 0. 0 Z LO a N 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 OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE UFT THICKNESS. COMMON FIU_ MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC SHALL 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. THE CONTRACTOR SHALL USE SELECT MATERIAL UNDER BUILDINGS, STRUCTURES, PARKING AREAS, ROADS, 'SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES. CONTRACTOR SHAD_ USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. THE MATERIAL SHALL BE PLACED IN MAXIMUM 6" LIFTS. 3. THE CONTRACTOR SHALL USE 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 SHALL BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING., 5. ALL FINISHED GRADING, SEEDING AND SODDING SHAH BE DONE IN SUCH A MANNER TO PRECLUDE THE PONIDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. ALL STREETS OUTSIDE PUBLIC RIGHT-OF-WAY SHALL BE PRIVATELY OWNED AND MAINTAINED. 7. THE CONTRACTOR SHALL VERIFY THAT, ALL UTIU11ES LE, 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 SHALL 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. ITE 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 SHALL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 15. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE "C" ON FEMA FIRM MAP 51003CO287D, DATED FEBRUARY 9, 2005. 16. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY, 17. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 18. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. COORDINATION NOTES: 1. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUC110M OF THESE PLANS. 2. THE CONTRACTOR SHALL NOTIFY THE HOLDER OF SAID EASEMENT ANY TIME WORK IS PERFORMED OFF-SITE. =P WITHIN AN EXISTING 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 SHALL CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR SHALL VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. UTILITY NOTES 1. THE CONTRACTOR SHALL 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 SHALL BE 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, THE CONTRACTOR SHALL NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY HORIZONTAL/VERTICAL LOCATION AND SIZE AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES OR MATERIALS. 3. 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. 4. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED ON THE DRAWINGS. 5. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 6. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION 219. 7. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. 8. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 9. ALL UTILITIES SHALL BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 10. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 11. 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. 12. 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. WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLAN AND WHERE SHOWN, i 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. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERUNE OF :PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 5. ALL WATER AND SEWER APPURTENANCES SHAD_ BE LOCATED OUTSIDE OF ROADSIDE DITCHES, 6. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THiw UNE. 7. THE CONTRACTOR SHALL BES RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001) 8. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 1. ALL EXISTING UTILITIES SHALL 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 GEOTECHNICAL 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 SHALL BE VDOT TYPE SM -9.5A UNLESS SPECIFIED OTHERWISE. 6. ALL BITUMINOUS BINDER OR BASE COURSES SHALL BE VDOT TYPE BM -25.0 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 SHALL 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 8E 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 MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL ALBEMARLE COUNTY ENGINEERING:- GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS 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 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. CONSTRUCTION INSPECTION ',OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY THE CONTRACTOR MUST NOTIFY` THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE:' GRADING AND PREPARATION OF THE ROAD BED SUBGRADE, THE CONTRACTOR SHALL HAVE CER TESTS PERFORMED ON THE` SUBGRADE SOIL THREE (3) COPIES OF THE TEST RESULT SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGNER ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. 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 4.1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR NATURAL WATERCOURSE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENT WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED: FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL., AND ROADWAY SHOULDER WIDTHS SHAM BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B, OR C) 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY 12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, ;SHALL BE STRICTLY ADHERED TO, EXCEPTIONS WILL NOT BE ALLOWED. 14. UPON COMPLETION OF THE ;ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALI STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "AL.BERMARLE COUNTY STREET NAME SIGN REQUIREMENTS". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN THE APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULARTORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IIN THE OPINION OF THE DIRECTOR :OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER, TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENIGINE9 IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL_ FIELD CONDITIONS AND APPROVED PLAN. 1 ADDRESS COUNTY OF ALBEMARLE, ACSA, AND VDOT COMMENTS CR 3/8/07 ONE ®SWING (FOUR [4] SEATS) ONE 1� SLIDE 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR 5/15/07 TWO 2) BENCHES 1 -PLAY FI @ 4342 S.F. 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 6/4/07 4 CLIENT DIRECTED CHANGES / ADDRESS ALBEMARLE COUNTY COMMENTS CR 9/12/07 6 ADDED DECK NOTE TO TYPICAL LOT DETAIL/ADDED TYPICAL SIDEWALK SECTION DT 1/11/08 NO, REVISION BY DATE NO. BY DATE SITE PLAN NOTES (CONT.) 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 IMMEDIATELY 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 SHALL HAVE HANDRAILS ON BOTH SIDES. 9. THE CONTRACTOR SHALL VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, THE CONTRACTOR SHALL 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 REQUIREMEN IS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATION'S 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 SHALT BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE CURRENT VERSION OF THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE VIRGINIA WORK AREA PROTECTION MANUAL 7. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). RECREATIONAL AMENITIES TABULATION: PHASE I 5' AMENITIES INCLUDE. 4 - TOT LOTS 1 - FULL BASKETBALL COURT MIN 4" VDOT A3 - GENERAL PHASE 11 NORTH AMENITIES INCLUDE: 1 -TOT LOT 2 ONE ®SWING (FOUR [4] SEATS) ONE 1� SLIDE TWO 2) CLIMBERS ONE 1) BUCKABOUT OR WHIRL TWO 2) BENCHES 1 -PLAY FI @ 4342 S.F. 1 -SYSTEM OF 6' WIDE PATHS PHASE it (WEST) AMENITIES INCLUDE: 1 -TOT LOT 0 2000 S.F. ONE1) SWING (FOUR [4] SEATS) ONE 1 SLIDE TWO 2) CUMBERS ONE 1) BUCKABOUT OR WHIRL TWO 2) BENCHES 1 -PLAY F @ 10,616 S.F. 1 -SYSTEM OF 6' WIDE PATHS CONCRETE 3 00 PSI AT 28 DAYS MIN. 4" VDOT NO. 21A AGGREGATE SUBBASE DETAIL - TYPICAL SIDEWALK SECTION NO SCALE 'LAY FIELD SUMMARY: PHASE li (NORTH) 1 @ VARIABLE DIMENSIONS = 4342 SF PHASE If (WEST)l @I VARIABLE DIMENSIONS = 10616 SF TOTAL FIELD AREA SIZE = 14958 SF 0.34 AC 12'- 6' 11' 6" DIAMETER PIPE BOLLARD i u r. r u r r t - . .r t a a •t .0 . ' r STOCKADE FENCE 6" DIAMETER PIPE lir BOLLARD, CONCRETE FILLED, SET IN CONCRETE 3' BELOW GRADE EXTENDING 4' ABOVE GRADE PAINT OSHA YELLOW ! D . ° 120' SWING r u i u t u V DIAMETER BYlV DEEP RECESSES FOR GATE CANE BOLTS. PROVIDE TWO P ` ' ° o ' D A ° AT EACH GATE IN CLOSED AND OPEN t . U : t U t . u t POSITION. FIELD VERIFY EXACT LOCATIONS. NOTE DO NOT PROVIDE LOCKING LATCH. DUMPSTER 1 D o ! D o ! D o t D MUST BE ACCESSIBLE AT ALL TIMES. r1> r . u a • • o . D o t t a CONTAINER ENCLOSURE SHALL BE MIN. 8' HIGH 1 CONCRETE PAD DESIGN TO WITHSTAND 10,000 LBS. SINGLE WHEEL LOADS nrr n, urn rnn nnanr n»aures n u.n �.. nare^. _r ►Vvl nv. LIYt DETAIL - DUMPSTER PAD NO SCALE ANS , -, .,.LADE 51' PEDESTRIAN ACCESS l a, w PEDESTRIAN ACCESS AND VEGETATIVE CD _j o AND VEGETATIVE PLANTING ESM'T � 29' INGRESS EGRESS EASEMENT a PLANTING ESM'T 5' 6' 13' 13' 6' 5' ' .5' 1' CONC. SIDEWALK 1 .5 1.5" SM -9.5A 3.0" BM -25.0 BASE COURSE SIDEWALK SURFACE COURSE CG -6R 1 �� TACK CG 6* PRIME 2% 2% 12 'H-- "I�I/_1/1''% �\ -6" VDOT NO. 21A AGGREGATE SUBBASE -" H�` 12" STABLE SUBGRADE NOTE: ALL CURB SHALL BE VDOT CG -6 EXCEPT WHERE SPECIFIED AS CG -6R (SPILL -CURB) NORTH PHASE - MOUNTAIN VIEW LANE 24 TOWNHOUSE UNITS @ 5.86 AVG. VEHICLE TRIP ENDS PER UNIT WEEKDAY 50% ENTERING, 50% EXITING (ITE) (24)(5.86) = 140 VPD SSV = 4 (VDOT PREDICTED VALUE E. OF U.S. RTE. 29) TI=8 1.5" SM -9.5A@ 2.25 = 3.375 3.0" BM -25.0 0 2.25 = 6.75 6"21A@0.6 =3.6 TOTAL = 13.725 > 8 OR WEST PHASE - SUMMIT LANE 30 TOWNHOUSE UNITS @ 5.86 AVG. VEHICLE TRIP ENDS PER UNIT WEEKDAY 50% ENTERING, 50% EXITING (ITE) (32)(5.86) = 188 VPD SSV = 4 (VDOT PREDICTED VALUE E. OF U.S. RTE. 29) I1=8.5 1.5" SM -9.5A® 2.25 = 3.375 3.0" BM -25.0 0 2.25 = 6..75 6"21A@0.6 =3.6 TOTAL = 13.725 > 8.5 OK DETAIL - TYPICAL STREET SECTION NO SCALE 2'2' 6 J-13. 1 F2" SM -9.5A 31 2% 4" VDOT NO. 21A AGGREGATE SUBBASE DETAIL - TYPICAL ASPHALT TRAIL SECTION NO SCALE SAWCUT EX. SURFACE COURSE EX. BASE" COURSE ---J- 12" HEEL CUT NEW SURFACE COURSE NEW BASE COURSE EX. AGGREGATE�`� Y ���-YJ=��� `7� � p� BASE COURSE--• NEW AGGREGATE BASE COURSE NOTE: TACK ALL ASPHALT HORIZONTAL AND VERTICAL SURFACES DETAIL - HEEL CUT NO SCALE NOTE: DECK MAY PROJECT 4' INTO REQUIRED SETBACK BUT NO LESS o THAN 6' FROM REAR LOT LINE. o cy- I 12' DECK (TYP.) I I I I I I --------------------- --------------------------------------------------t ► I; I I I I I it I I I i i I I I 10' MIN. ; LOT 32 LOT 31 LOT 30 SIDE YARD I I I I j SANITARY C.O. I I 10' (LOCATON VARIES) PAVED DRIVEWAY I I I T I 10' l WATER i to, CD z I i N � U -71r - I 00 CONC 2'-4,'I SIDEV TAPE F a SAN SEWER WATER METER (LOCATON VARIES) L __ L_ _ __ _J I_._ TYPICAL LOT DETAIL WITH MINIMUM YARD REQUIREMENTS SCALE: 1"=10' TH pF W_DESIGNEDCRY: PROJECT: REVISION NUMBER: PAVILIONS AT PANTOPS PHASE II ENGINEER& DRAWN BY. FINAL SITE PLAN p ` SURVEYORS'! To DRAWING NUMBER. DAVID M. ,JENSEN PLANNER.& TITLE: GENERAL NOTES, DETAILS & C 1 REVIEWED BY: ° �' "' 8 AsSOCIATESojw___ DSM TYPICAL SECTIONS © ti� PO Box 4119 1402Grv;nb' rPlace SHEET NUMBER: �y Lynchbutg,VA24502 Cka.WonesviUaVA229011 WWA NUMBER: FILE NAME: SCALE: DATE: �S&Phone: 434316.6080 Phone: 434.984.2700' H: AS NOTED 2 2 I�NAiL �' www.wwassocatcs.net 205143.04 514304C-C1.dwg V: S 12/18/06 O , , f / > ..� �.' \\ ` __ _ __ _ ___ __--_.._--�, / � _ � � _--.. _" \ EX. 2'0' RWSA SM ----------- � � \ _/_ (j 540'32'14 1-----------__--_-_.__---p.6X742 PG. 95 TidR. 76E -OG !! r/ !I `�' i� . ' i IOJ '6� "` ` --,-, 654.73 _ _ D.B. 859 PG. • 53 -- — - - ---- - - _ _ ____ _ _ ____ _ _ _._. - - — - - — - - — - - ---- +' I ` -�I I EX. 100' VEPCO ESMT -------------- FO nuW w;o TRUST ! 4 ! ( I \ \ i \ \ \ \ / �? "'�-` % z z' S"u✓ , n >l ! i ( ! ) �? '\ I 1 t ��`� t ' ! 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(BY OTHERS /' j' I /, j• i t w _— _w — r i/ '-r`. I 1 r / I l I I • \ / - I /i'L-- % EX. SEDIMENT BASIN �3 `. i - /i 1 ��' (;•�-7, �� ': i '�,7%r 5' %/f/r/i' I i I' i ' I \\` - ., ,. \/ ' // , i0 BE CONVERTED 70 \ ` '� ,t ' r ✓" %'' /: r / r.!,.1` 1'1 ` , \ �` i l: 1i - TMP. 7 -1 / 1 r i/r : /' - - / NO RTI , , I' ll� 8 2 '%'' .'/, i rr \ EX,, FOREBA \, , - ;' ...-...JNORTH PANTOPS_/ ' F \FACILBY3 (BY OTHERS) TOWNHOUSES LLC EX. SEDIMENT BASIN 2 ZONE: R6 ,� _ ,•\ m>. rx-n /• ' ,/ //fr/ff,r i , /'/, - y r L,,i_ _ n �,�'•'�'; % !'f/'/, Y• ,ll r .� USE: VACANT i� r r r r lr r ,/i .-i - 1 ��. __ _ _ ___ __ _ _ _ - _ /, 'j l'r,�' . :: j%/.. . ( rr "1''I TO BE CONVERTED TO ./ -- t. :� 1 _ \ t4, rn li STORMWATER MANAGEMENT/',1 �A FACILITY �2 , I (BY OTHERS) v. recn / , - 1 + Y v,' ,'i%::' - �'=- is%." __�i,'c_ �� - 4 � I r :r':'% l '\\r�__ \\`:�. 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'' `Ili °'i l�r I�A(� r/, j f �� \\\`\\. �.$ IT�,Iy 1 \\\ i / �\ "'\ \ -"7 —0WAp0USES Z45N ,\, r i j1"1°ii14,ll1,'11141 1 ilii` , ��S2i,�,;`✓ - _ c. .. `�`% ° I < \ �,\a\\ \\\` \ \ fF RD`. `` `` ,�1, 'un 41 II' 1I I1\ \ __, •,€d - \�\\``\ i:- � ='. -"' - :- � - \\' , �o: rrrlun ql'I I PIIIIII i I Ilnl- ✓\ � `,��"\ _s.�%= -, _:'Y � � `s '� ` 1 t \ \.O`\ `\:A`' - _ SURFACE DRAINAGE NOTE PER SECTION 5.02 OF THE COVENANTS AND RESTRICTIONS, THE DECW7AMf RESERVES UNTO ITSELF, ITS SUCCESSORS AND ASSIGNS PERPETUAL AND ALIENABLE DRAINAGE EASEMENTS AND RIGHT OF WAY ABOVEGROUNDANDUN ROU D AS n - I ` <!\ SHOWN ON THE PIAT TO CONSTRUCT MAINTAIN INSPECT REPLACE D REPAIR AN PIPES AND SWAB FOR STORM AND SURFACE WATER DRAINAGE. FURTHER E DECLARANT ESTABLISHES SUCH EASEMENTS FOR DRAINAGE AND WATER FLOW AS _ r ` I THE CONTOURS OF THE PROPERTY AND THE ARRANGEMENTS OF BUILDINGS ON THE , `, `:::__- %, /,r, r - -, ,,;; ul v,\� \\\1 „ �``\`2� ` � � 1: • N0 _ \ ' `' \ -� PROPERLY REQUIRES. OECIARANT RESERVES AN EASEMENT OVER ALL THE LOTS, COMMON AREA STORM WATER BASINS FOR THE PURPOSE OF CORRECTING ANY DRAINAGE DEFICIENCY AND FOR ALL OF THE FOREGOING, TOGETHER NTH THE RIGHT G AND S THE E HI THE ON IS MEN T APPLY - - -__ -- \�','9/rnrl r I 1 � r , r 1 111 - ���`�::, uGl 1 I lll� f - •y t°.' TO RAM TRANSFER E SANT . w LE TH CTI INTENDED 0 AP L TO ALL LOTS AND PHASES IN THE PANLIONS AT PAMOPS, R EXPRESSLY APPLIES , TO PHASE 1, LOTS 17 THRU 23, 24 THRU 29 AND 143 THRU 148 AND PHASE 2 L075 7 THRU 7, 8 THRU 74, 15 THRU 27, 45 THRU 50 AND 57 THRU 56. ' ___ __`_____ ``� ,, _ .�`\^ `:" \ ,III �I, I1, /r dll � j', / '�r�,'\--- /' m \•. _ �' �� p �\ _ // �cn"c1ml,'a°-rz,wwv: 1 _-__-' `\\ \\\`\\\ �,\``` '%lllr/nl:i _ o.r, �, ::,.,\ 1 / I, 1 1 -,\�- :,3 v\'•q . x m,rors. \us ` �--- `--� - \ , 77, o NOTE -`; , \' y \ ' `;r/ '� SEE 1"=20' SCALE SfTE PLANS ON SHEETS 5 AND 6 FOR ADDITIONAL DETAIL. \\`„ 0 1 ADDRESS COUNTY OF ALBEMARLE, ACSA, AND VDOT COMMENTS CR3/8/07 DESIGNED BY: PROJECT: REVISION NUMBER: Tx OF IF THIS DRAWING IS A REDUCTION GRAPHIC �= GR PAVILIONS AT PANTOPS PHASE 11 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR 5/15/07 (� 6 c 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 614107 �{}� ,r SCALE MUST BE USED BiJGLNEERS DRAWN BY: FINAL SITE PLAN > 1' r ® $URV&YORSI To DRAWING NUMBER: 4 CLIENT DIRECTED CHANGES / ADDRESS ALBEMARLE COUNTY COMMENTS CR 9112/07 D ID M. JENSEN a SCALE: 1" = 80' PLANNERS TITLE: r REVIEWED BY: 6 ADDRESS COUNTY OF ALBEMARLE COMMENTS DT 1/11/08 ,q No 111484 m I OVERALL PLAN C3 �iSSOCIATES DJM `Pow. WW POB�a119 rozc„mm;eel,m SHEET NUMBER: �I (h I� 6' 80' 0 80' " vnus°a �m.,.,,L.v.nsvl WWA NUMBER: FILE NAME: SCALE: DATE: SS1oNAu E� rulesoan e a s�raa, H: 1"=a0' 4 of 20 N0. REVISION - BY DATE N0. BY DATE 205143.04 514304C—C3.dwg V: NIA 12/18/06 X \xz Z -,OF I6LEARING \7 SEE OVERALt'-p G , I l \ \\ FOR 500 �SHEET -F Z 01. XL0 EXTENT OF SIGHT DISTANCE \\ �v 1 - ` ' / / uh / ................ Z \\ \\ \off` \\ °/ \ \ °��//` \ \ /�` / \ \ \ \ \ \\ \\ �, c �� \\ //' \\ h \7 \` ``\\\\ - - _ ' / z UA Iz 0 k, C. �eao, <'Al 19 /,�> 11V4 �,q ",o, �is Sj /0 2000 SF DESIGNATED 7Z��,_ TOT LOT y FIELD 0 . X 1>\ SHEET 2 \; \ \ \ \ \\\ \ \ \ �+� \ C/�%/ 1 F :UElAU) 0 - - - - - - - - - - - - - ok OKI ZZZI- 490 7xl ,�� po I ,/8 t8, \ \ ` �' R- 500 >< A x ' RATN SFRs No" T --- Z4 X 'x X� 'd J, LOT 45\ LOT 46 L11T 47 LOT 48 OT 49 LOT -LQT 51 LOT- 52 LOT 55 -LOT 54 LOT -55 LOT 56 -E --�A D U �YPE "A" T__ DU \TYPE "4" D PE "V DU TYPE "A" DU\TYPE "A" �Q U T, D U TYRE "A" DU TYPE -r --DU- TYPE "A" DU TYPE TYPE ")�l DID_T'�PE xZ y 2. 9 % 'f =489.59 R-494.1rg, FF=496.19 FF- 9819 FF= 50 1, 1 FF- 503.19 FF=504.6- a, U \j4 FFA479-89\ FF 80.89 \ FF 8 8 F ��484.89 FF=487.59 F =�72.73 -3.03 BF ------ \ BF=4 73 BF= BF=X74.73 131`�-479�4,5 BF=484.03 kF=486.03 BF=488.OS- BF=491.0,3 B -4,9 =494-5,3_1 470.39 G '--GF=483.70 G!"-4-85-70 GF=487.70 _F -9-0 7 0 G F 4 9 Z-7 0- G -F �_4�9_47.2 0 GF=4\69.40 y F 4 4 74.3 9 G 0 G -4 GF= F=47)� 10 G F �\7\9. 1 -PROVID ° 1/\ / \ �' �- , \I N , E L 7Z2 +70 \IT k, + + /7- -4 r 'N 87-2 r-0 to _142 vi - \ \ \ / \\ \ t . F_ 9pi- 89i, 911 925 4 69-Q 71-2\' 79 756 77B 84-8 8 673 825 4-_ (Ty + X z TW O v- 2:LC 67.15 �0 ,ATE VAIN 'A' , - _ `- ` / / \ \ \ \ / -1 + � - 113+0C --- - - r pti \ \ l� \ \\\ ' --1-, 00- TO ASPHALT B!', SAN 1: -4 �4. ION PRO"EMING\ + ARAT 2:1:u' \ x � -� / p �� pS 6`L \ \ \ \/� -1- __-7-- V -I- I 67\----C& PE "Quip %5 Y�: ANDID\ R,�2 Ui & U Q;\ Q_ .4p\ r\ 00 12�1 •AN C.0-_� Typ) JS 6 00 0. + '13 A x 71' 11 6 00 66' -bb X &uMPs%EH PAU \w/ rrk - Vr- -7- -4 - - Q) \� -�', 4g cr ti FE E S EN c DE qp CE 78.5 \ \ \ -4 $\ \ tI \ Z \ -LOT--36 Ul +72 /Z 0 LOT 40 LOT -39- - - -LOT-38 '0" A wo TYpr,�_-_WO TYPE "B" WO TYPE TYPE "B w0 TYPE 4� LOT 42 LO 44 LqT -LOT-41 �g / ♦ / \ \ \ \ GF=485-85 --GF---A2M52 _U�489-52 GF-=*9-2-,�2 58- -------- - x wo -.FF=486.19 FF=48��_.9_5 ff=�489_ FF=492 WO TYPE "C" .85 TYPE TYPE WO TYPE "B" FF=49 X .25 B F_';-� 7 6-. QZ BF=476.70 BF:=479.70 __BF�=_478-2- 710 __B'F�:,484�70 SEE SyEjjI I 1�_, Q'� 473.25 GF=474 GFi=-47_7_2_5_ GF=479.25 TYPE WO -FF,=474.59 FF=477.59 FF:�4:79-.59- I D Aid.. eO FF� 4 \C11 \BF=463\4,,3 BF=_4�641_43 BF=467.43 BF=469.43 W 1;�j it /0 W/o lK 06 �HAINLI� 769 W/o ':F 8 9.9 X 180 +66- 4560 + 6R -6-3 - Q0 Ln ----------- - \18 W/O u FETE ( - - 7' ('% W110 --- ---- -------- 16 ' I j ' \ \ - \ \ - ._ _ _ _ _ ~_ �6 V D ____460 l6n, (S -EE SHEET SECTION fINUNK FENCE ION UALCULATIONs) =4�0 -464.0 iAQ 44�.v J t X 0 0 PERMIT RE PROP RETAINING WALL LSE�AKAi CONNECTION NOTES: Ott r�c G WALL S PAKAi unit I -m t I on I i �-Ti -7 7`1- T t on;, ki-V t LIMI 1 �5\Uf,� �,LUM\lslu \41 b.21 F�,. M RAP •-E I I f:L*N THE CONTRACTOR SHALL SAW CUT EDGE OF EX. CUtS, CUTTERS, � ff=5 T "=-2 -0 LI AND GRAW 12 ��S� OF C)_EARING'_ 'V SIDEWAL,�S AND PAVEMENTS. THE CONTRACTOR SHALL MEET TOP 0 j- BW=455♦.0 BW=455.2---, AND GRAkl�G EX. CURB CUTTERS SIDEWALKS AND PROVIDE SMOOTH T MONS RIP -RAP, DRY PROP. RIP -RAP 0 =4 1.0 It y ..GLASS1(SEE SHEET 9 AM 16♦ AND ENSU POSITIVE DRAINAGE. THE CONTRACTOR TRS ti FOR SIZING AND DETAILS) BW= 60.9 PROVIDE "H EL CUT" IN THE EX. PAVEM�k AND SEAL,S'EAM. low R -AGN ISTING ()F EXISTING RIP -RAPPED- -y SEE SHtET H FOR/ 0- P NOJE� ANJYDET K O� U E NEERED CHANNEL All p� c� N X/ xc:)_21 1 ADDRESS COUNTY OF ALBEMARLE, ACSA, AND VDOT COMMENTS CR 318107 14 (C)p �A, DAVID M. J)ENSEN �` No. 11 84 4l:DJM 41 OA 0N A U,www.wwassmiates.net205143.04 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 20' 20' 0 20' A= ENGINEERS SURVEYORS PLANNERS ASSOCIATES POBox 4119 102GrftnbficrPlam LyncWmu& VA 24502 amlot�ke, VA ZMI Phone: 434.316.6080 Phone: 434.994.2700 DESIGNED BY. CIA PROJECT: PAVILIONS AT PANTOPS PHASE 11 FINAL SITE PLAN REVISION NUMBER: 6 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR 5115107 DRAWN BY. TO 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 614107 DRAWING NUMB' -R: C4 4 CLIENT DIRECTED CHANGES / ADDRESS ALBEMARLE COUNTY COMMENTS CR 9112107 TITLE: SITE PLAN (NORTH) 5 DRAINAGE EASEMENT ADDED TO LOTS 45 - 56 CR 1015107 REVIEWED BY: 6 EXTENDED GUARDRAIL AND ADDED GR -6 TERMNAL TRE47MENT DT 1111108 SHEET NUMBER: 1 WWA NUMBER: FILE NAME: 514304C-C4.dwg SCALE: H: NIA 0NO. V.- DATE: 12118106 REVISION BY DATE NO, BY DA TE \ \ \ \ \ \ - - �► / �`� 11 \ - ` r .tea ♦ �/ JUNCTION tO)f"(�B=1) \ \ Is€ SHEET 9 \ \ \ \ '''-- ``' ` ' FOR DETAIL \ > t \ \ ♦ t \ \ \ \ \ \- _ - - - - ,- rr"f o +� / \ NO WORK A�O�TED W NCTION OX S}1ALt \. - - _ __ - �. 1 TAKE PLACE OFF -S CONTRA 'S/MEANS AND \ `-- ��RUCT1Q `� / c--..�}/ / i ♦, ETHODS S{iALL COMP(f,. W(TN THIS UIREMENT. py� - �,-- - \ \ 1 \ \ \ ARE E�p)CAN(E \ ----- / -- - o ` R NE" was � tt. ^ �\ _ _ _ p sr�,�gT, \ � \ \ \ \ � \ ! \ \ \ \ \ \ .�R�E P �E.S �•-�' \ \ �. pER . AGR-M�� \ \ �- ,\„_ OF PHASE, �6 Ci- -- / / ..-- -� SES` !fi(p -�E 2 :.. / 4 ,%�c. / ♦ , �Y 3 \ \ \ \ \ \ \ \ \ '. \ t t � , r A titiw , r +� , r � , r � r , _ \ \ \ /// ,o i ' � \ _._., - ,r , ;% � �-- �t� ♦' `3` j \ \ \\ \ \ \ \� \ \ \ \ \ 1,■rrt�/1t..\"�"t \ +� \rr� f�,,�1 -`IIqq IRS OF C� -_ / � °�� � r �� �► \. \ \ \ \ \ \ \ \ ♦ ` \ \ �� �. C �``` r "' r r� , , ,,,R D-GRAOR C V -FR � � \'_ \ � , ; r ,� / C ♦ , \ \ ----- ♦r \ \ OLATIONS 'Z---_``_`_'- J p VAN tiVFQI\Y, \�• `, i \ �` \ \ \ \ , .;.`` - `'1' '``-- `_' -.. �� � �, \ "`y -'� Q r.� x��-:>y � P� - � _ _ , / � �iNC. \�P, '♦', \ \ ~ „' -. \ \ E S RG \ \ \ \ t'.1ST1NG c4 „� \ \ \ \ � \ \ \ \ \ - AND G \ �\ \ �. • `' \ ,\ 1'' '- '' _- _ _- - �' \ _. ` - -- '' I ,- �/. �: \ / � /„ � \\i" 1 t \ \\ \ CONNECTION NOTES: THE CONTRACTOR SHALL SAW CUT EDGE OF EX. CURBS, '►' ` GUTTERS SIDEWALKS AND PAVEMENTS. THE CONTRACTOR \ \ \ t \ \ ,� ... , ♦ ,, �- \ •' '-�-_.._--..may ''-\•-�...-- '-_ ' - ,544 ,-- -'' - � � h ` / �., � / / ! / J � \ `2 �". , " \ T000 SF SHALL MEET TOP OF EX. CURBS, GUTTERS, SIDEWALKS dT AND PROVIDE, SMOOTH TRANSMONS AND ENSURE POSITIVE DRAINAGE. THE',CONTRACTOR SHALL ALSO PROVIDE HEEL CUT IN THE EX. PAVEMENT AND SEAL SEAM. � `�'`•�\ \ S`\�, ' \ \ . ` -. ``--- \ � 319 ��```-- � `. '' •, .. ,... �.,� `' \ -.. `-�-`._-_ -..`._..-__. --_._-...``_� / � ` , 20 � ( � gSA�gCT �` \ \ � . •`. -' \., ••' t \ 524 \ 1 ~` -^~' \ -.-.: 4•-- \ \ "-, 530 0� '` \ \ \ \ \ � ,,... � , -- .�. -•--_ _ _ � - _ - _ ` `^�-' I � �,,, \ --� �- -- --- - _ _ '` -... 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' EX 18"x8" EE � T TO � / o- -�-\ter-�-., .. , , ,,.,. � �\`` �` ' .� '--`` - - --_- '' •- _ - - - - - - ._. _ - - _ ,I- - _- � -. / , v .� \ 1 r oO` \ \ \ �/ -^' - #t r c r i wr , i r , r r („ ` ._. \ " '- -- • ,`� .` i `'� /:ice ' a t s \ r� l , ♦ \ \ \ i` `` 510 .. ,1.. r r r.. •�• '1� , r .. , ,MAN - �•. irtmm1'rrst, t ° \ � \ `...` _. . '- ♦ w �.+' .--• � G ..►•--.'...--•--•-^ I `_-�_-..� �- r O , � t c'a=� r oi � �' `1 �� ` `.\, '` \ � Ek ) `'"'; \.. `- ..- % I. '' ..-• � " �N SHE �t d S �iC� a -, n I �,.y � --__ __--------- _-_ __.•_ � �� ,- -- a 3C1 ' \ _ - / I ` GE1 pF"SlG F j o I-- ( ` a I: ` ^�.�`4' RCP \ �o '� • �--- 76 C14 - C J o \ A -fCP I 4- N - E " , ( _sc, \ v t 1 ADDRESS COUNTY OF ALBEMARLE, ACSA, AND VDOT COMMENTS CR 3/8/•07 LTH OF O � �/�/� f2 U Y 9 D ID M. JENSEN No. 11484 (, y� w �0,r�?�ts `� j � j//� �4s j j tt V ■ �1ovAL �� ■ IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1" = 20' 2(}' Q 2� 1= �" ==ENC31M RS SURVEYORS PLANNERS _ _ ASSOCIATES PO Box 4119 1402Gtxnb�rierPtace Lynchburg, VA 24502 c1>,,,� a1t., vh rno1 Phooc:434.316.6080 Phone: 434.1.984-2700 www.wwassociatesmet DESIGNED BY: CR PROJECT: PAVILIONS AT PANT PS PHASE II FINAL SITE PLAN REVISION NUMBER.- UM8ER:2 6 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR 5/15107 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 6/4f 07 DRAWN BY: TO DRAWING NUMBER. C5 4 CLIENT DIRECTED CHANGES ADDRESS ALBEMARLE COUNTY COMMENTS / CR 9/12107 TITLE: SITE PLAN (WEST) 5 SHIFTED LOTS 15-2 f CR 10f5,/'07 REVIEWED BY: DJM 6 1-141 ADDED DRAINAGE EASEMENTS LOTS 1-14 REMOVED STORM DRAIN DT 1111,108 SHEET NUMBER: 6 of 20 W WA NUMBER: 205143.04 FILE NAME: 514304C-CS.dwg SCALE: ": 1n-2°' V: N/A DATE: 12/18/06 STRUCTURES 33, 34, & 20%REGRADED DOWN TO CHANNEL AT 3:1 N0. 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W_.....-..— = CLIENT DIRECTED CHANGES / ADDRESS ALBEMARLE COUNTY COMMENTS .-... %� ,;�. ..-___..__ --- -- ----- "____ -- �1__ _ .�,� --.�,--.�; TITLE: ROAD PROFILES �.--I——1 ; - - ___ --- �ltl.______ -:. .-.. - - --- --11 111-- --- _ :�.- --�__C ' _- _. ,..- '...... . �- \ �- _ - -I.�I ,.- . .. I O REVIEWED BY, DJM : ,, __I,I-.- ._- �1 ------�...� ° _-_ �,� ��__---, -_ �_.,___, -..---_ ._.0.- ,:,!Lc) _-________ (� -i _- __, _ __ P_,�.�--_L0 _____--------_� '- - _- . 1- 11� ____- ;-C .._ - .- � - _ Q_A' _11_ -. .0 -_._l_-_-- 11 ..l.._._l.. _1_____l__-___lI WWA NUMBER: 1 205143.04 FILE NAME: 1 514304C-C6.dwg SCALE: H: 1' --50' V. 1'�__ 1 O' DATE: 12118106 1 NO. I REVISION I 13Y I : . -.-__�... __ ..... _l- .:, -, _'Q_ --� __;. . 1-�.�,�.-.-�-�-.---�-..,-s-�--------_.-.._........_.-_.._..-_.__-_._..____.._.,___-1111._--1111---" - '_ - 7------ _ __ - _..._.._ 1-11.1 -. .______....l.-..---.. .........------.,;.--.._--.-__._____---"--. 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I .. -... _.. . 111._ ... --I"-- ,....._,m __->_ "m C- - ,,, 11- , .- .. ... _1. ._ , _I. _ - ..- ...... .. ... ..I. -- = V) ()-'j -,"W- - ._, � ___ _'_. - _. .--1 6 11� _ -1 114M,0, � im - _. __I..... .--, -I . -- . _.. - - - 1 - I I ... .- •.I � _ _1.. z .-. 4.-_... , I .-1�-W_ 1. - _.� 1 I� i ___-.-_- m �0G-r: - -I— � -.-,. _ -,"__-",, - , , ,-.- -;7-1. . .. - . - - . __. _- n _ , .s - cm.-�2' _,--1 1 -1 1 .rt E. '- . . , ... '1c4iz ._ . . 1. .- �.._.I . I ... I—--...... ., .- .. - .. .1 -= _�<L - 1111.. I 1. � .-11 . ... 111_._..1.,-11..11.Cd?_,=1 � .. . +-1-- ..,: - - . cD+ . . . . "- - , , _ 1111, .. ... - , .,. � _..1- - - .... -1 -I - � .. __ __ .. 1-1 . I I . . . ... _ . -: c) .+_v. W_ -, ... - sD I ... .. I. L= - . .- I =,<-4 10+00 11+00 12+00 13+00 14+00 15+00 520 510 500 490 ME 470 560 550 540 530 520 510 500 1 ADDRESS COUNTY OF ALBEMARLE, ACSA, AND VDOT COMMENTS CR -31810 7 1 1 1 TH op � M i ,_ I '-) DAVID M. JENSE __0 No 11 84 0 I it ffl , -sl io,- -10NAL I IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: I " = I O' 10, 0 10, 50' 0 50' HORZI- I" � 50' - � wl� ENGINEERS SURVEYORS WN PLANNERS A sSOCIATES PO Box 4119 1402 Gitenbtirr Ptam Lymbbuxg, VA 24502 cbmiQ(tcswlc'vA2Ml Phone: 434,316.6080 Phone: 434,994.2700 - ___ I www.ww=o6atcsmct DESIGNED 8Y. CR PROJECT. - PAVILIONS AT PANTOPS PHASE // FINAL SITE PLAN REVISION NUMBER: 6 2 - ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. - CR 5115107 . . - . 3 CLIENT DIRECTED CHANGES /ADDRESS VDOT COMMENTS CR 614107 . - DRAWN BY. To DRAWING NUMBER : C6 - 4 CLIENT DIRECTED CHANGES / ADDRESS ALBEMARLE COUNTY COMMENTS CR 9112107 TITLE: ROAD PROFILES 6 ADDRESS OF ALBEMARLE COMMENTS DT 1111108 REVIEWED BY, DJM -COUNTY SHEET NUMBER: 7 of 20 1 1 - .- WWA NUMBER: 1 205143.04 FILE NAME: 1 514304C-C6.dwg SCALE: H: 1' --50' V. 1'�__ 1 O' DATE: 12118106 1 NO. I REVISION I 13Y I DATE N0, I 1 13Y 1 DATE I O r_ �z fi O 9 rr} LO O c�� NOTES: 1. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES. 2. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 10 FEET AND STEP DOWN MANHOLE PROTECTION OR INLET SHAPING (IS -1) IS REQUIRED FOR FLOW DROPS OF GREATER THAN 4 FEET. 3. ALL MH -1 STRUCTURES ARE 48" ID UNLESS OTHERWISE NOTED. EXTENDED MONOLITHIC BASE UNIT 6" #57 STONE #5 AT 6;" O.C. EACHWAY: (TYP) EX. 12" PVC NEW 36" HDPE INV=551.92 VDOT STD MH -1 MANWAY & COVER(LOCKING) TOP OF TOPSLAB 557.17 W_ EX. 21 R C P IN OUT= 552.17 \\\ \\ `- TOP OF BOTTOM `// // // S LAB 551.17 FILTER TABRIC SUBGRADE APPROVED DUPONT; TYPAR BY THE GEOTECHNICAL STYLE 3401 OR ENGINEER OR CONTROLLED EQUAL FILL COMPACTED TO 95% DRY WEIGHT DENSITY PER ASTM D-698 AND AS APR OVED BY THE GEOTECHNICAL ENGINEER SECTION A -A STRUCTURE 32 NTS EX INV 552.17 EX. � R 2.00'— EX. PVC PLAN VIEW STRUCTURE 32 NTS 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SITE PLAN (WEST) PROFILES 1 ADDRESS COUNTY OF ALBEMARLE, ACSA, AND VDOT COMMENTS CR 318107 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR 5115107 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR#61, CR 614107 4 CLIENT DIRECTED CHANCES / ADDRESS ALBEMARLE COUNTY COMMENTS CR t 9112107 9/1 550 6 CHANGED PIPE MATERIAL TO HDPE / INCREASED PIPE SIZE TO 36- D 1108 BETWEEN STORM STRUCTURES 13-32 r ------ 540 540 530 NO, REVISION BY DATE NO. BY DATE 17+00 18+00 19+00 20+00 -SKID DS 0. C. m SITE PLAN (WEST) PROFILES H op IF THIS DRAWING IS A REDUCTION GRAPHIC DESIGNED BY. SCALE MUST BE USED CR VERT: 1 10' W—_ ENGINEERS DRAWN BY: o SURVEYORS TO DAVID M. JENSEN 10' 0 10' PLANNERS o No 11484 1 REVIEWEDDJM BY. rp 0ASSOCIATES 0 1.4,1 0 0 PO Box 4119 1402 Greenbrier Plaice IN / 0 \ 50' 0 50' LynchbLw& VA 24502 Omktt�Wn-_VA229901 WWA NUMBER: S Phone. 434316,6080 Phone: 434.98417(00 ONAL HORZ: 1 50' w".wvmssm3tcs.net 205143.04 10+00 11+00 PROJECT: PAVILIONS AT PANTOPS PHASE FINAL SITE PLAN TITLE: STORM SEWER PROFILES FILE NAME: SCALE: - DATE: H: "-' 514304C—C8.dwg V., 1 1"=10501 12118106 REVISION NUMBER: 6 DRAWING NUMBER: C8 SHEET NUMBER: 91 of 20 560 06 550 r ------ 540 540 530 0 510 ....... 51101 EX GRADE @ � PIPE PROP GRADE @ PIPE 1 500 500 y i_____490 490 DEMOLISH PORTION OF EX. 30" STORM DRAIN AS NECESSAR" TO 480 4&0 i 0o SITE PLAN (WEST) PROFILES H op IF THIS DRAWING IS A REDUCTION GRAPHIC DESIGNED BY. SCALE MUST BE USED CR VERT: 1 10' W—_ ENGINEERS DRAWN BY: o SURVEYORS TO DAVID M. JENSEN 10' 0 10' PLANNERS o No 11484 1 REVIEWEDDJM BY. rp 0ASSOCIATES 0 1.4,1 0 0 PO Box 4119 1402 Greenbrier Plaice IN / 0 \ 50' 0 50' LynchbLw& VA 24502 Omktt�Wn-_VA229901 WWA NUMBER: S Phone. 434316,6080 Phone: 434.98417(00 ONAL HORZ: 1 50' w".wvmssm3tcs.net 205143.04 10+00 11+00 PROJECT: PAVILIONS AT PANTOPS PHASE FINAL SITE PLAN TITLE: STORM SEWER PROFILES FILE NAME: SCALE: - DATE: H: "-' 514304C—C8.dwg V., 1 1"=10501 12118106 REVISION NUMBER: 6 DRAWING NUMBER: C8 SHEET NUMBER: 91 of 20 r. - P tro UJ Dcs to li• 1 t t "t a '1 •+► t t' � ' , M 1 ( • ���rtt�,t t 1 � 1`` �• I, r � , � I .•s�' til •1 � '�f'1� •. fiili�!iI r � � r•�z��tlt is .i tr m� �' �, �it i� l ;�i►�4uotfi�trliIl�'(j� jjj I i��..•::.rf.tu�ta�!,ttrilt#i�i�ll�I�illi���l��fEiii� ��li:l��,l 4#�urir.l�t Ot3 r to ut i1 ttutnnntnu �Il�r # �... tfr lollll�; I # � � p E(( s •:r,��, 1 1 1 � e l `•Brill i 1 t dw5l:'��t�. l t� '4d' . Igtl111#1 ,i t{aitllr�::iitlilii�'ii� 1>� r t! I '� rall llllttlu,p:.+'ti+a• ,n�u n i =!' !t pill► r:ter tllltii! , ttl rditliiiill ! r (�� � I i tt � ��111jj[ii1# {j1{ I�I�� flfl �I� li I{4I ��� Ilitilt't1����� �I ���#;;�1�'� •.�;��Ii�9'���''' •�y±� " icln,iliti�illl�I rrt.�au�ctl�u Iliu� .., ,. In li4(1 1()It, nr;' i �i j� " � I ' �►': • ' � ��' �j11'�t� �Fjr�I �Ii {tp 1 t i 1tl� � 1!1111 1 1 I I � ���� �� f �I� t ,:i� • � • .� lili!iIt1�Hl,'i#i���iii�� .ApMq r p I��I ip Irl II i 1 1 rinit ' 1rrMlr Jttgpp, �� t 1 t it if t1 1!1 8 e -is DESIGN OF OUTLET PROTECTION FROM A ROUND PIPE IFLOWING FULL (AINIMISA TAILNATER CONDITION (TW.< 0.5 DIaiETERI) MIAt. Pipe DiaTneter. t . �•rr .1 0.500 i till I ! r fi it « ����� 111 rt `lll[tilitlllllJt111�I��� , �t i ' I�i{ltlilll II i ttllrili��{ �! .iilj=lrtlltl��11� t"•'I+ir!r��G IlitiEl I`` ` t' rttl!!.,ittllltlil,•111iN�ii>�1 # umllnllryt Ill :autStE•ciuuu I IEt- r titlttU► ' ttE 11t11ttiil!t1111 �,i 1 iililtlll 1ti �; s tlftttt�rlEili I t: tilltitil k� 11!1111 1 it ill ff Ilttlif�ll ! tHlltl IIIHI�JiI81{!!!!I!laiz[:Illtti 3 V-> ~ Z-6 c,s I-5 it Project: PAVILIONS AT NORTH PANTOPS PHASE 11 WWA Project Number: 205143.04 By: CR Date: 3(612007 501 10[1 Discharge. fi"3IsEc- Open Channel Design Worksheet Outfall at Structure 8 S00 4 3 1:J 0 1000 ENGINEERS SURVEYORS PLANNERS ASSOCIATES NOTES: 1. SEE SHEET 16 FOR ADDITIONAL OUTLET PROTECTION DETAIL 2. THICKNESS (D) SHALL BE 2'-0" MINIMUM ON ALL OUTLET PROTECTION, Segment !D incremental c incrementalcA Drainage Area {Ac.}Incremental _ .. _ _. w --�- PLANNERS Accumulated Tc (min} i2 {inlhr} 02 (cls) Sloes (ftlft) Channel Geometry b t Maaterial Material VZ x RZ n Allowable Velocity (fps} 2 -Year Velocity {fps} Iia (in/hr) Gto (cfs;) 10 -Year Dept {ft} Maximum Channel Depth (ft} Remarks INVERT ELiEVATiONS UPPER LOWER END END A -:A 0,67 0.35 0.23 0.23 5.00 5.20 1.22 0.057 2.0 4.012.0 EC -2 0.36 0.050 4.00 2.15 6.70 1.57 0.25 2.00 Velocity OK Depth OK B -B C -C 0.45 0.40 1.02 0.87 0.46 0.35 0.69 1.04 5.00 5.00 5.20 5.20 3.61 5.42 0.100 0.200 2.0 4.0 1 1,0 2.0 4.0 2.0 EC -2 EC -3 (A) 0.93 1.30 0.050 0.050 4.00 7.00 3.72 5.25 6.70 6.70 1 4.655 8.98 0.39 0.39 2.00 2.00 Velocity OK Velocity OK Depth OK Depth OK D -D 0.85 0.46 0.39 0.39 5.00 5,20 2.03 0.040 2.0 4,0 2,0 GRASS 0.35 0.170 10.00 0.92 6.70 f3j 0.66 2.00 Velocity OK Depth OK `r 0 W 18 17 0.38 0.44 0.17 0.17 5.00 6 81 1.1 533.00 525.77 104.8 0.069 15 0.013 17.0 13.9 7.6 536.76 3.76 18 t° c ami ay a- '� ;? .c ,. 17 16 0.54 0.44 0.24 'Accumulated cA taken from Storm Sewer Design uaicutauons Notes: 1. Bare Earth: n = 0.022, max velocity as per VA E&S Handbook, p. V-140. if 2 -year velocity > max, EC -2 lining is required at a minimum. If 2 -year velocity < max, ditch lining material is grass. a Bloc 4 f ver adequacy of net w If lass linin isnot adequate, check EC -3 as a lining m = 0.05. if 2 ear velocity r chap with Tutt established lass lining, ateriat. 1 � 1 2. EC -2 - 4 fps max, n -y ty fps hr q Y Y g 9• ; g 9 q 9 Z ZZ 3. V2 x R2 is used to determine Manning's n for grass lined channels as per VA E&S Handbook, p. V-112 (retardance C). . EC -3 max 4 Type A - 7 fps , n = 0.05 5. EG -3 Type B = 10 fps max, n = OAS >selection from V E&S Hanbook . V414 n = 0 039 d "B -101. B 6. Riprap Lining 10 fps, stone A p 5( �} from E & S Handbook pg. V . Stormwater inlet ComputationsWA .. .. .. _ __ _ - ... ... ._ - ..._ ..._ ..._. -. _. .. ... _ _ ... _ ... - .. .... ENGPNEL STORM SEWER DESIGN COMPUTATIONS _ .. _ _. w --�- PLANNERS Wil ` A orOjeGt plumber: 7205143.04 ; Date:; 11/21/2006 Rev. Sl9/07 Rev.12/19/07 Rev. Ill _.._. AssociATEs - - .INLET WWA PROJECT NUMBER 205143.04 COUNTY ALBEMARLE DISTRiCTRIVANNA DESCRIPTION PAVILLIONS AT NORTH PANTOPS - PHASE t! STORM DRAIN COMPUTATIONS SHEET 1 OF 1 „` = --•••- ENGwEER5 :YORS PLANI�PLAMVERS AssociATEs PO Box. 4119 1402Gre�)rierPlace L}nebbury,VA24502 Chzkncsri„l;,VAU901 Pbone:434.3I6.6080 Phone: 434:.984.2700 mnv.wwacsodamet FROM POINT TO POINT AREA DRAIN "A" ACRES RUN- OFF COEF C CA INCRE- MENT ACCUM- ULATED INLET TIME (TO MIN RAIN I FALL (110) IN1HR RUNOFF Q CFS INVERT ELiEVATiONS UPPER LOWER END END LENGTH FT SLOPE FT/FT DW IN MANNING's n CAPA- CM (FULL) CFS VEL (FULL) FPS FLOW TIME SEC REMARKS TOP INLET ELEVATIONS FT INLET DEPTH (H) FT INLET No. WEST SiTE CLIENT DIRECTED CHANGES9112107ADDRESS ALBEMARLE COUNTY COMMENTS CR CL TITLE: STORM SEWER COMPUTATIONS 6 CL DT 0 REVIEWED BY: DJM 32 17 10.76 0.70 7.53 7.53 10 5.62 42.4 551.92 521.25 202.1 0.152 36 0.013 260.6 36.9 5.5 " 556.00 4.08 32 8Y DATE `r 0 W 18 17 0.38 0.44 0.17 0.17 5.00 6 81 1.1 533.00 525.77 104.8 0.069 15 0.013 17.0 13.9 7.6 536.76 3.76 18 t° c ami ay a- '� ;? .c ,. 17 16 0.54 0.44 0.24 7.94 10.09 5.61 44.5 521.00 513.59 60.9 0.122 36 0.013 233.3 33.0 1.8 528.30 7.30 17 16 15 0.90 0.54 0.49 8.42 10.12 5.60 47.2 513.34 506.80 63.2 0.103 36 0.013 215.1 30.4 1 2.1 � 520.41 7,07 16 r.. .a '�" V! i'•- 3 .2 � G. •..,,,.1 a s� .r w c @} = w t- .� in Q1 cii 24 15 0.48 0.56 0.27 0.27 5.00 6.81 1.8 513.00 511.33 72.0 Q.Q23 15 0.013 9.9 8.0 9.0 .a 522.19 9.19 24 3 0 0 L 'a •s3 Cr t- �, r L (V t'n 23 22 0.35 0.55 0.19 0.19 5.00 6.81 1.3 507.7'7 507.63 18.5 0.008 15 0.013 5.6 4.6 4.0 a% 513.75 5.98 23 22 21 0.06 0.86 OA5 0.24 5.07 6.79 1.7 507.48 507.35 26.0 0.005 15 0.013 4.6 3.7 7.0 514.66 7.18 22 21 15 0.03 0.90 0.03 0.27 5.18 6.76 1.8 507.2.0 506,80 77.8 0.005 15 0.013 4.6 3.8 20.6 514.49 7.29 21 4 1- (� 41 'C (D 0 C Nth:. d tZ 15 14 - - - 8.96 10.16 5.59 501 50G.3 5 494.65 242.0 0.048 36 0.013 147.1 20.8 11.6 519.27 12.92 15 to tu's "_ a W •g zi 27 14 0.33 0.79 0.26 0.26 5.00 6.81 1.8 495.816 495.65 36.6 0.006 15 0.013 4.9 4.0 9.2 504.61 8.75 27 (- 14 13 - - - 9.22 10.35 5.56 51.3 494.410 493.40 34.5 0.029 36 0.013 113.9 16.1 2.1 504.95 10.55 14 13 13A 0.42 0.75 0.32 9.54 10.39 5.55 52.9 493.1:5 492.51 51.6 0.012 36 OA13 74.5 10.5 4.9 505.65 12.50 13 13A 25 - - - 9.54 10,47 5.53 52.8 491.918 491.69 36.3 0.008 36 0.013 59.8 8.5 4.3 0,73 501.89 9.91 13A 25 30 0.13 0.65 0.08 9.62 10.54 5.52 53.1 491.66 488.92 223.7 0.012 36 0.013 74.0 10.5 21.4 500.12 8.46 25 Grade Inlet 6 Di-3BB 8 0.13 0.74 0.10 6.70 0.64 0.00 0.64 0.050 0.020 1.81 2.00 1.10 0.083 4.15 1.00 0.29 0.15 EX 3A EX 2A 0.07 0.90 0.06 0,06 5.00 6.81 0.4 491.50 491.10 34.0 0.012 15 0.013 7.0 5.7 5.9 0.10 495.74 4.24 EX 3A EX 2A EX 7A 0.07 0.90 0.06 0.13 5.10 6.78 0.9 490.95 490.50 87.1 0.005 15 0.013 4.7 3.8 23.0 0.60 495.74 4.79 EX 2A Grade Inlet 8 DI -313B 10 0.24 0.77 0.18 6.70 1.24 0.00 1,24 1 0.050 0,020 3.26 2.00 0.61 0.083 EX 4A EX 1A 0.10 0.90 0.09 0.09 5.00 6.81 0.6 490.25 489.90 34.0 0.010 15 0.013 1 6.6 5.4 6.3 9 494.68 4.43 EX 4A 0,67 0.55 0.37 6.70 2.47 0.00 2.47 0.050 0.020 5.60 2.00 0.36 0,083 4.15 0.85 0.29 0.15 0.14 14.18 0.99 0.24 1.00 EX 1A 30 0.11 0.90 0.10 0.32 5.48 6.67 2.1 489.20 489,00 20.3 0.010 15 0.013 6.4 5.2 3.9 0.00 494.75 5.55 EX 1A 5.81 2.00 0.34 0.083 4.15 0.83 0.29 0.15 0.14 14.66 0.95 0.24 1.00 2.61 0.01 Grade Inlet 30 31 - - - 9.94 10.90 5.20 51.7 488.82 487.63 36.6 0.033 36 0.013 120.6 17.1 2.1 OUTFALL 495.47 6.65 30 NORTH SiTE - DI-4BB 14 0.42 0.76 0.32 6.70 2.11 0.00 11 10 0.46 0.85 0.39 0.39 5.00 6.81 2.7 457.88 457.29 63.7 1 0.009 15 0.013 1 6.2 5.1 12.5 OUTFALL 465.01 7.13 11 Grade Inlet 16 DI -4C 20 0.90 0.54 0.49 6.70 3.26 0.00 3.26 0.001 0,020 2.00 9 8 0.67 0.55 0.37 0.37 5.00 6.81 2.5 470.95 467.88 62.0 0.049 15 0.013 14.4 11.7 5.3 - 478.66 7.73 9 8 3 0.24 0.77 1 0.18 0.55 5.09 6.78 3.8 467.63 465.93 17.5 0.097 15 0.013 20.2 16.5 1.1 478.67 11.04 8 8.33 0.25 Grate Sag Inlet 18 DI -1 - 0.38 0.44 0.17 6.70 1.12 0.00 1.12 0.03 7 6 0.10 0.90 0.09 0.09 5.00 6.81 0.6 499.59 1 486.25 103.1 0.129 15 0.013 23.3 19.0 5.4 0.20 508.43 8.84 7 6 5 0.13 0.74 0.10 0.19 5.09 6.78 1.3 486 483.05 26.0 0.113 15 0.013 21.8 17.8 1.5 494.21 8.21 6 5 4 0.14 0.78 0.11 0.30 5.11 1 6.78 2.0 482.8 470.58 124.1 0.098 15 0.013 20.3 16.6 7.5 6.70 494.21 11.41 5 4 3 - - - 0.30 5.24 6.74 2.0 470.33 465.93 31.8 0.138 15 0.013 24.1 19.6 1.6 481.43 11.10 4 Grade Inlet 22 Di -3B 6 0.06 0.86 0.05 6.70 0.35 0.00 0.35 0.050 0.020 144 2,00 1.39 0.083 4.15 1.00 0.29 3 2 - - - 0.85 5.27 6.73 5.7 465.68 454.9 72.5 0.149 15 0.013 25,0 20A 3.6 479.96 14.28 3 2 1 - - - 0.85 5.33 6.72 5.7 454.65 454.5 18.0 0.008 15 0.013 5.9 4.8 3.7 OUTFALL 458.69 4.04 2 6.33 0.19 Grate Sag Inlet 24 DI -3131B 14 OA8 0.56 0.27 6.70 1.80 0.00 1.80 0.100 0.020 3,36 2.00 0.60 Stormwater inlet ComputationsWA .. .. .. _ __ _ - ... ... ._ - ..._ ..._ ..._. -. _. .. ... _ _ ... _ ... - .. .... ENGPNEL _ .... ... Pavllllons at North Ort!: PantopS By CR ���� f JET SURVEYORS _ .. _ _. w --�- PLANNERS Wil ` A orOjeGt plumber: 7205143.04 ; Date:; 11/21/2006 Rev. Sl9/07 Rev.12/19/07 Rev. Ill _.._. AssociATEs - - .INLET LTH O U r,�,� G�� z, y M. JENSEN No. 11484 �o ( j 11 I j/ �� t �`�7aNAT� F'�� „` = --•••- ENGwEER5 :YORS PLANI�PLAMVERS AssociATEs PO Box. 4119 1402Gre�)rierPlace L}nebbury,VA24502 Chzkncsri„l;,VAU901 Pbone:434.3I6.6080 Phone: 434:.984.2700 mnv.wwacsodamet DESIGNED BY: CR PROJECT: PAVILIONS AT PANTOPS PHASE 111 FINAL SITE PLAN REVISION NUMBER: CURB INLETS ON GRADE: CR 5115/07 CURB SAG INLETS ONLY CR 6141070 DRAWN BY. TO DRAIiVtNG NUMBER:DAVID C9 4 CLIENT DIRECTED CHANGES9112107ADDRESS ALBEMARLE COUNTY COMMENTS CR CL TITLE: STORM SEWER COMPUTATIONS 6 CL DT 0 REVIEWED BY: DJM SHEET NUMBER: 10 of 20 WWA NUMBER: 205143.04 FILE NAME: 5 � 43O4C-C9.dwg SCALE: V: N/ DATE: 12/9 S/OF/A N0, " 8Y DATE N0. 8Y DATE `r 0 W ui si I ,.. , ? 3 as �' t° c ami ay a- '� ;? .c ,. 0 0 , . a 0 ,., ° e"oa o X 0 0 tU w p v y d m :: 4 to +� Z REMARKS Z }.. d V g � s 4= V 0 i � {) `" r.. .a '�" V! i'•- 3 .2 � G. •..,,,.1 a s� .r w c @} = w t- .� in Q1 cii ..,.. C% V Z ..1 ,'7�• . , � ._ CL w ?.' as 0 0 �- 0 .a r+ R °' v 3 0 0 L 'a •s3 Cr t- �, r L (V t'n 41 cls �.. r d ,� •} .i+ t1 a. y� 0 O its a% V = C :.± t- 0 iY Z z t 4 1- (� 41 'C (D 0 C Nth:. d tZ .: X yam" w to tu's "_ a W •g zi CY a CY (- NORTH SiTE 5 DI�31313 8 0.14 0.78 0.11 6.70 0,73 0.00 0.73 0.050 0.020 1.90 2.00 1.05 0.083 4.15 1.00 0.29 0.15 0.17 7.80 1.03 0.16 1.00 0.73 0.00 Grade Inlet 6 Di-3BB 8 0.13 0.74 0.10 6.70 0.64 0.00 0.64 0.050 0.020 1.81 2.00 1.10 0.083 4.15 1.00 0.29 0.15 0.17 7.40 1.08 0.15 1.00 0.64 0.00 Grade Inlet 7 DI -313 8 0.10 0.90 0.09 6.70 0.60 0.00 0.60 0.067 0.020 1.67 2.00 1.19 0.083 4.15 1.00 0.29 0.15 0.17 7.85 1.02 0.14 1,00 0.60 0.00 Grade Inlet 8 DI -313B 10 0.24 0.77 0.18 6.70 1.24 0.00 1,24 1 0.050 0,020 3.26 2.00 0.61 0.083 4.15 0.98 0.29 0.15 0.16 9.83 1.02 0.19 1.00 1.24 0.00 Grade Inlet 9 DI -313 14 0,67 0.55 0.37 6.70 2.47 0.00 2.47 0.050 0.020 5.60 2.00 0.36 0,083 4.15 0.85 0.29 0.15 0.14 14.18 0.99 0.24 1.00 2.47 0.00 Grade inlet 11 DI -3B 14 0.46 0.85 0.39 6.70 2.62 0.00 2.62 0.050 0.020 5.81 2.00 0.34 0.083 4.15 0.83 0.29 0.15 0.14 14.66 0.95 0.24 1.00 2.61 0.01 Grade Inlet WEST SITE 13 DI-4BB 14 0.42 0.76 0.32 6.70 2.11 0.00 2.11 0.055 0.020 4.80 2.00 0,42 0.083 4,15 0.90 0.29 0.15 0.15 13.23 1.06 0.22 1.00 2,11 0.00 Grade Inlet 16 DI -4C 20 0.90 0.54 0.49 6.70 3.26 0.00 3.26 0.001 0,020 2.00 0.16 0.46 0.02 8.00 18.52 Sag Inlet 17 Di -1 - 0.54 0.44 0.24 6.70 1.59 0.00 1.59 0.03 8.33 0.25 Grate Sag Inlet 18 DI -1 - 0.38 0.44 0.17 6.70 1.12 0.00 1.12 0.03 6.67 0.20 Grate Sag Inlet 19 DI -9 - 0.32 0.53 0.17 6.70 1.14 0.00 1.14 0.10 2.20 0.22 Grate Sag Inlet 21 D1-313 6 0.03 0.90 0.03 6.70 0.18 0,00 0.18 0.055 0.020 1.11 2.00 1.80 0.083 4.15 1.01 0.29 0.15 OAT 4.46 1.35 0.09 1.00 0,18 0.00 Grade Inlet 22 Di -3B 6 0.06 0.86 0.05 6.70 0.35 0.00 0.35 0.050 0.020 144 2,00 1.39 0.083 4.15 1.00 0.29 0.15 0.17 5.69 1.05 0.12 1.00 0.35 0.00 Grade Inlet 23 D!-1 - 0.35 0.55 0.19 6.70 1.29 0.00 1,29 0.03 6.33 0.19 Grate Sag Inlet 24 DI -3131B 14 OA8 0.56 0.27 6.70 1.80 0.00 1.80 0.100 0.020 3,36 2.00 0.60 0.083 4.15 0.98 0.29 0.15 0.16 14.19 0.99 0.19 1.00 1.80 0.00 Grade Inlet 25 D14 - 0.13 0.65 0.08 6.70 0.57 0.00 0.57 0.03 6.00 0.18 Grate Sag Inlet 27 DI -3138 12 0.33 0.79 0.26 6.70 1.75 0.00 1.75 0.055 0.020 4.25 2.00 0.47 0.083 4.15 0.94 0.29 0.15 [0-16 11.99 1.00 0.21 1.00 115 0.00 Grade Inlet i ------ ---- _._. __. .._..... ... _.. __ _ 1 ADDRESS COUNTY OF ALBEMARLE, ACSA, AND VDOT COMMENTS CR 3/8107 LTH O U r,�,� G�� z, y M. JENSEN No. 11484 �o ( j 11 I j/ �� t �`�7aNAT� F'�� „` = --•••- ENGwEER5 :YORS PLANI�PLAMVERS AssociATEs PO Box. 4119 1402Gre�)rierPlace L}nebbury,VA24502 Chzkncsri„l;,VAU901 Pbone:434.3I6.6080 Phone: 434:.984.2700 mnv.wwacsodamet DESIGNED BY: CR PROJECT: PAVILIONS AT PANTOPS PHASE 111 FINAL SITE PLAN REVISION NUMBER: 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR 5115/07 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 6141070 DRAWN BY. TO DRAIiVtNG NUMBER:DAVID C9 4 CLIENT DIRECTED CHANGES9112107ADDRESS ALBEMARLE COUNTY COMMENTS CR TITLE: STORM SEWER COMPUTATIONS 6 ADDRESS COUNTY OF ALBEMARLE COMMENTS DT 1/11/08 REVIEWED BY: DJM SHEET NUMBER: 10 of 20 WWA NUMBER: 205143.04 FILE NAME: 5 � 43O4C-C9.dwg SCALE: V: N/ DATE: 12/9 S/OF/A N0, REVISION 8Y DATE N0. 8Y DATE 0 I C� �r- 0 to r v V) 0 4- a Q.• "U a tl 0 I.t:. Q Mi to 0 N cn Q 0 c 0 0- 0 0 to O N Zi CHAIN LINK VDOT STD GR -2 GUARD RAIL - USE STEEL POSTS SEGMENTAL RETAINING WALL NOTES GRANULAR DRAIN FILL FENCE POST AND RECYCLED MATERIAL BLOCK OUTS IN BETWEEN AND BEHIND ANCHORS ACCORDANCE WITH VDOT SPECIFICATIONS. 1. PROVIDE SEGMENTAL RETAINING WALLS WHERE INDICATED ON DRAWINGS. WALLS SHALL BE ROCKWOOD CLASSIC 8 UNIT PROVIDE FOR DRAINAGE AWAY FROM WALL. SEGMENTAL RETAINING WALL OR APPROVED EQUAL, COLOR AS TRIM CAP WITH CONTINOUS ADHESIVE " (I.E. DRAINAGE SWALE OR IMPERMEABLE SOILS,) SELECTED BY THE OWNER. (AS PER MANUFACTURER'S RECOMMENDATION) ' 2. DESIGN SEGMENTAL RETAINING WALLS TO CONFORM TO THE I REQUIREMENTS OF THE NCMA "DESIGN MANUAL FOR SEGMENTAL GRAVEL RETAINING WALLS." VDOT STD CG -6 OR CG -6R WHERE NOTED 3• PRIOR TO THE START OF WORK, PROVIDE RETAINING WALL GRANULAR DRAIN FILL " DETAIL SHOP DESIGN DRAWINGS SEALED BY A PROFESSIONAL ROADWAY PAVEMENT ,;,y,,,,,,�,1 f ENGINEER REGISTERED IN VIRGINIA SHOWING WALL ELEVATIONS, BETWEEN AND .` FILTER FABRIC (SEE PAVEMENT DETAIL) GEOSYN1TiETIC TYPES AND LOCATIONS, BACKFILL MATERIAL, BEHIND ANCHORS f.h• AND OTHER DETAILS REQUIRED TO CONSTRUCT THE WALLS. OBTAIN APPROVAL FROM ALBEMARLE COUNTY BUILDING INSPECTIONS FOR DETAILED +may_ 4 1'% ,ffs1if�• REINFORCED FILL SHOP DESIGN DRAWINGS PRIOR TO CONSTRUCTION. 4. GEOTECHNICAL INFORMATION REQUIRED FOR THE WALL DESIGN IS THE HEIGHT RESPONSIBILITY OF THE WALL DESIGNER. H' .,.• �i.,/.1Jff r�� r��sff;vr!'rl!r�% VARIES �.�:�' ,•,�,,•....�::,:r.>.�.,F GEOGRID 5. EXTERNAL STABILITY ANALYSIS FOR BEARING CAPACITY, GLOBAL STABILITY, AND TOTAL AND DIFFERENTIAL SETTLEMENT ARE THE "•'` 'r' RESPONSIBILITY OF THE W ' :�:. • %"' N All DESIGNER. * M!N{I;+�1 3'-O" EMBEDMENT. 6. PROVIDE BASE LEVELING PADS OF COMPACTED AGGREGATE OR EMBEDMENT �� EMBEDMENT INCREASES WITH NON -REINFORCED CONCRETE TO THE LINES AND GRADES >�: INCREASED WALL HEIGHTS, SPECIFIED BY THE WALL DESIGNER. PAD SHALL BE 6' MINIMUM VARIES* / //\� THICKNESS, AND SHALL EXTEND 6 MINIMUM IN FRONT AND IN SLOPIN`.` MILLS IN FRONT AND BACK OF THE WALL UNITS. BEHIND WALL OR POOR COMPACTED GRANULAR BASE OR PERFORATED FOUNDATION SOILS. 7. GEOGRID SHALL BE MANUFACTURED SPECIFICALLY FOR SOIL OPTIONAL CONCRETE LEVELING PAD SUBDRAIN REINFORCEMENT APPUCATIONS, AND SHALL BE ORIENTED WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL ALIGNMENT. DETAINING WALL DETAIL A 8. GRANULAR DRAIN FILL SHALL CONSIST OF CLEAN scW-- "or m SME ANGULAR GRAVEL, MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422. CHAIN LINK FENCE POST GRANULAR DRAIN FILL BETWEEN AND BEHIND ANCHORS TRIM CAP WITH CONTINOUS ADHESIVE (AS PER MANUFACTURER'S RECOMMENDATION) -� I GRANULAR DRAIN FILL N, BETWEEN AND BEHIND ANCHORS HEIGHT H' VARIES _J� I. h --1`-'.'.._--'--' EMBEDMENT VAR GRANULAR BASE OR OPTIONAL CONCRETE LEVELING PAD PROPOSED GRADE (SEE PLANS) --\ RETAINING 1 -ALL DETAIL B PROVIDE FOR DRAINAGE AWAY FROM WALL. (I.E. DRAINAGE SWALE OR IMPERMEABLE SOILS,) FILL SIEVE SIZE * MINIMUM 3'-O" EMBEDMENT 1 INCH EMBEDMENT INCREASES WITH 3/4 INCH INCREASED WALL HEIGHTS, NO. 4 SLOPING FILLS IN FRONT AND NO. 40 BEHIND WALL OR POOR PERFORATED FOUNDATION SOILS. SUBDRAIN REVISION NUMBER: SIEVE SIZE PERCENTAGE PASSING 1 INCH 100 3/4 INCH 75-100 NO. 4 0-60 NO. 40 0-50 NO. 200 0-5 9, REINFORCED FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL (CONSIST OF INORGANIC USCS SOIL TYPES GP, GW, GM, GC, SW, SP, OR SM MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422. SIDE 2ZE PERCENTAGE PASSIN9 4 INCH 100 NO. 4 20-100 NO. 20 0-60 NO. 200 0-30 THE FINE FRACTION (MINUS NO. 40.) SHALL HAVE A MAXIMUM LIQUID LIMIT OF 40 AND A MAXIMUM PLASTIC {T`f INDEX OF 20. THE FILL SHALL BE FREE OF DEBRIS, ORGANIC SOILS, AND EXPANSIVE SOILS 10. PERFORATED SUBDRAIN SHALL BE PVC OR CORRUGATED HDPE PIPE. SUBDRAIN SHALL BE PERFORATED OR SLOTTED. 11. CONSTRUCT SEGMENTAL RETAINING WALLS IN ACCORDANCE WITH THE WALL DESIGNER'S INSTRUCTIONS. 12. CONTRACTOR IS ADVISED THAT STORMWATER SHALL BE ROUTED AWAY FROM THE RETAINING WALL DURING CONSTRUCTION. 13. SEPARATE BUILDING PERMIT REQUIRED AND TO BE OBTAINED BY RETAINING WALL CONTRACTOR. 14, PROVIDE CHAIN LINK SAFETY FENCE. SEE SITE PLAN SHEETS FOR LOCATION. 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Awa iii s�I0NAEL �� IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED = VERT: 1" 1O' 10' 0 10' 50' 0 50 HORZ: 1" = 50 = = �.."` ENGINEERa5 ......._ SURVEYORS PLANNERS AssocuTEs PO Boz 4119 1402 Greenbrier Plage tyncbbut&VA24M QmdWm9t-,VA22W1 Phone; 434.3"'.""w 0 Phone: 434984,27010 www.wwascociatcs.nei DESIGNED BY: CR PROJECT: PAVILIONS AT PANTOPS PHASE IJ FINAL SITE PLAN REVISION NUMBER: 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR 5/15/07 3 � �- � CLIENT DIRECTED CHANGES ' ADDRESS VDOT COMMENTS CR 6/4/07 DRAWN BY. TO DRAWING NUN16ER. C10 4 CLIENT DIRECTED CHANGES / ADDRESS ALBEMARLE COUNTY COMMENTS CR 9/12107 TITLE: SANITARY SEWER PLAN AND PROFILES (NORTH) ROAD ENTRANCE PROFILES & WALL DETAILS 6 ADDRESS COUNTY OF ALBEMARLE COMMENTS DT 1111108 REVIEWED BY: DJM rI =T NUMBER: S EC �' Of 2O WWA NUMBER: 245143.04 FILE NAME: 5143040---C 10.dwg SCALE: �_ � V ? -50 DATE: 1211810E N0. REVISION BY DATE N0. BY DATE RIVANNA WATER & SEWER AUTHORITY (RWSA} GENERAL WATER & SANITARY SEWER NOTES AUGUST 2006 1) ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW. 2) ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA, "IRiOR TO THE START OF WORK, 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4) RWSA ENGINEER(MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION, 5) ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA NO TIE-INS TO THE DO, I' TNG SYSTEM SHALL BE MADE WiTHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHIALL. BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 6) FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE --INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE TESTED PRIOR TO CONNECTING TO THE SYSTEM. 7) THE LOCATION OF EXISTING UTILITIES iS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE TiME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8) EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA iN WRITING. NO GRADING OR FILLING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9) NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10) IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING iS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PiPE. BACKFILLING THE AREA OF THE CROSSING WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THIE EXISTING PIPE WILL BE REQUIRED. 11) NEW WATER MAIN INSTALIATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRiOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS CONNECTION TO THE PUBLIC WATER SYSTEM. 12) ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13) NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14) TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. 1 \\ try\ 1 I I 1 \ l t ` \ \ \ \ `� � �\ , _ - -• _ ///� _-' _`--�..s 1��..tL r 1 �1::.".^• �` � `, . \ 1♦,' , �\,> \, `� `. 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UENSEN No 11 84 �o rw7 {�POBox4119 SIDNALa �� IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " - 10' - 10' 0 10' _ ■� 50' 0 50' 1 HORZ: 1"= 50 , : - ENGCR SURVEYORS SURVEYORS PLANNERS ASSOCIATES tZZ;Q-1ietPlace LynchbuM VA 24502 Ctwloltosvllk,vA22901 Phoat:434.316.6080 Phone: 434.9842700 www,wwasgociatesnEt DESIGNED BY: PROJECT. PAVILIONS AT PANTOPS PHASE JI FINAL SITE PLAN REVISION NUMBER: 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR 5115107 3 CLIENT DIRECTED CHANGES 1 ADDRESS VDOT COMMENTS CR 614107 DRAWN BY. TO DRAWING NUMBER: c 1 1 4 CLIENT DIRECTED CHANGES / ADDRESS ALBEMARLE COUNTY COMMENTS CR 9112107 Tt TL E. 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UENSEN No 11 84 �o rw7 {�POBox4119 SIDNALa �� IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " - 10' - 10' 0 10' _ ■� 50' 0 50' 1 HORZ: 1"= 50 , : - ENGCR SURVEYORS SURVEYORS PLANNERS ASSOCIATES tZZ;Q-1ietPlace LynchbuM VA 24502 Ctwloltosvllk,vA22901 Phoat:434.316.6080 Phone: 434.9842700 www,wwasgociatesnEt DESIGNED BY: PROJECT. PAVILIONS AT PANTOPS PHASE JI FINAL SITE PLAN REVISION NUMBER: 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR 5115107 3 CLIENT DIRECTED CHANGES 1 ADDRESS VDOT COMMENTS CR 614107 DRAWN BY. TO DRAWING NUMBER: c 1 1 4 CLIENT DIRECTED CHANGES / ADDRESS ALBEMARLE COUNTY COMMENTS CR 9112107 Tt TL E. SANITARY SEWER PLAN AND PROFILES (WEST) 5 LATERALS UPDATED WITH LOT SHIFT (15--21) CR 10/5/07 REVIEWED BY: DJM 6 ADDRESS COUNTY OF ALBEMARLE COMMENTS DT 1111108 ` 08 1 SHEET NUMBER: 12 of 20 WWA NUMBER: 205143.04 FILE NAME: 5143040--C 1 1.dwg SCALE: v: 1 »-�o� DATE: 12118106 �'o REVISION BY DATE N0. 8Y DATE 0 a c .y - O L 0 N oa O C i7 O Z v� q N l S L-0 Q) N F i ` \ BAY 3 ,' I / ,J' / / / r , I o �o ;r \ - __- _ \=\ \ ! / / / / r J / / / / / / I / / I f t , s - - - Ioi // J / / / r / / / r / / l I r \ ,: \ s \ \ -� - / / / / dt I \ I \ \\ \ / I /i / //! /J/ ,' / ,;'/il'J' i / ,'/ / / ! f , f f I t I , \ t I' t t _.... �' \ `�\� ;\\ -__^ __ I �- \: �� TO BE CONSTR�JCTED / ,/ I / / / / /' / /' r / / \/ , / / / , / r / , ' / / / I I I I : \ � \ \ i i/ I i \\ > '\ _______________ __ - \ �.'. \ / / / //f ! /JI / / // // / r' / / ,', ! ,',' /,/ /,J / ,' / I ! I l i i ,' i \ \ \\ ::�\ — — _______ -- \, V \\ \ \ \ I l :'/ / /J/ / ,'/' / /// /' / �/ ,/! ! 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"LIMITS �F'C�{IN� \ / r � - - - \ i J b \ \ \ . - - - �i/� V 1 i , r \ - _- - - - _ - h '� - - - IPTG 16 Rh '" �' I 1 / I l I \ \`' D3 \ ya. �}:�_ _ ,,. ....�c 'i a _ ; :_„ - _ - \ Bog _ = - - - \ I / / / / l l / I \ \�\`, \�\ \ \ ' \ \ - - - - `` a, �+ -- - - - �"�' r. , \ \ ' 'yam _ _ - ` - j / r \ - _ _ _ \ \ - \ / / / / / I / / l \ '\`+ "\\\ \\ 1 \ \ \ \ _ 510--- - i i l I , .. , "t +. , ..:::..' 1=-- --'-, - ,} - - �'�-- �, -ft,- i%= _ �'j(r-.-'i ` � �� \// - ' / / '�_ { �-- \ I f I ! / \ \ \ \ i l-,\\ \ ♦ `�'I i' !.\. ..TEMPV I p I I _�_' _ . _�\ a t _ _._i \�e-r-, G:,. / ' / ._/ ' \' ��\- -.._� / / \\ \ I f / / / / I / \ \ / \`` ��`._x �' Fk I \ ` \ _ - MIT OF CMP U DER G� - F o - - i I i \ ` ,_y \ ty �' I — — ..� --- i \ \ / / / / / , l , \ \ ,', \ 'a -tu \ 1 / , ` /` 'i ( / TNG - i f I DAA . - ° _ ( � / '` ---- $. / /' � � \ \ \ \ . , / - _ - = �, - p \ ' SEE S EET 13 FOR I i i I �) - - _ _ �z,.. , cn \ \ J I f t \ PROPa STRU �UR; `9 INC0RI3. \ ,c .'.. OA - r ' I' �, \ \ r / , f , / \ \ \ /� > S ' r R t I / / DURING EXIS NG-_C9�lVf T10n, _ _ F \ // r \ �?C \. V� CULVERT T C )f \ \ / / / / f I J \ \ INTO EXIS NG 0 M NAGE E . ° `- -� . . ' , a �,ju' R\ \ I / / ! / \ - \ / - - - \ F s --- p 11 - t K a \ \ \ , ! , / / \ \ \ \ a ,� arr � 1 I Gi i�� i LC 1 _ --. l - --- r __ I / ;, j I \ \\ / - - / ff ' / ,n^> j . t \ ,n / / I / \ TO HONOR TU DE}?�11 GE E&S DIVIDES. \ - - — - - I ---- i / Dg 4 Ta R \ 1 I J I f \ \ "``\ /,. , ° /� \ t - - - - — - __ ~� _ . ! d s8 j Di - BE EMOVED AFTER FINAL , ! i \ \ h / ! I / \ SEE SHEET 20 E9RII)R DETAILS _\ \- ' S ` E 3 F-' - - -_ ; i �� �- �o \ 3r , o• GRADING & ISTALlAl10N OF CLOSED CONDUIT f ,.` _ \ . a / � o \ f / /f / / l \\ \ , / i cs8 �° \ AQ03 r' \ t -\- \- _ =� o ac. �_�,_ �i;, 1 `�/ . �/ F ,,.F - t /, \ \ _ _ _ _ �! STORM DRAIN SYSTEM. - f / I / I \ l QDI N�CONDI110NS� \ \ -`� \Y- -�_ a �- ,,; _ �� t\� J \ �\ ~ ' --. �\ \ / / � \ / / f f i / I \ \ STIR #19 ,DA -0:99 /A /� - TIN�OND(11ONS / \� \ , _ \ -- - Q _ �• \ _- i \ _ \ - _ \ - ��: =� / / \ -------�. _ _�- t , % /' / / '� / J / i I \ \ \�,�)U�11�1 i C \ \ o .\ •:_C,, : �/ __ L \ \ `_-:. -� ,� 7 / \— _ - `\j�� / / r / _ _ \ \ / / / \WITH TEMP. DNERSION ��J �E) / \ - /�� - - — \ \ �-- - \ _ . \ , --' \ \ , / ! / / r 1 \ i l /'� \ ! � i/' ,5E � : r, - , \ \ .. \fit \\ \! \ .\ /' �.o i lI /' \ `\ i f l , I i \ \ S`f 2X19 pA=0.6$ Ac °(D)U NAL GRADING\ B - - - d \ Ay, ' 1 \ \ `''`� \_ /1. 'e � .�_ �� I ! _ \ , - _. \ \ \ \� % \ / \ \ l / I l { I I I \ BEFb E .C.URB AN4 U I; fN PIACE -' a' . • �.'�' \ 2��` - - - - \ \ \ �... .� r \.` \ \ \ �� \`\� �\ \ � f /� I i /' / / - \ \ 1 / I I \ \:i*.:. / S / r2:: y ti - 7 0 \ \ / \\ _ \. _ rn 1 /l / Z, i / / Q 1 ADDRESS COUNTY OF ALBEMARLE, ACSA, AND VDOT COMMENTS CR 318/07 `'H 0 ^DESIGNED BY: PROJECT: REti1SlC1N NUMBER: Q_ 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR 5115/07 fi L tp IF THIS DRAWING IS A REDUCTION GRAPHIC I CR PAViLIONS AT PANTOPS PHASE II 6 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 614107a� SCALE MUST QE USED" ENGINEERS FINAL SITE PLAN o DRAWN BY. 4 CLIENT DIRECTED CHANGES / ADDRESS ALBEMARLE COUNTY COMMENTS CR 9112107 y SCALE: 1" = 30' SURVEYORS DRAWING NUMBER: n DAVID M. JENSEN PLANNERS To TITLE: �- 5 SHIFTED LOTS 15-21 CR 10/5/07 � No 11 84 �REVIEWED BY: EROSION AND SEDIMENT CONTROL PLAN (WEST) 14 ABLE COMMENTS DT 1111108 ww AsSOCIATES DJM 6 ADDRESS COUNTY OF ALBEM o Po Box 4119 1402 Greenbrier Place Ah&�� � - '�'� � I � � �%� 30' 0 3O' SHEET NUMBER: Lynchburg, VA 24502 Cbvto � ,,VA22sot WWA NUMBER: FILE NAME: SCALE: DATE: I sSl a N A L �'1,N Phone: 434316.6080 Phone: 434.994.2700 H: 1 »-30 NO. REVISION BY DATE N01. BY DATE www.wwassmiatcs.net -- --- 205143.04 3 143040—C 14. d wg V - NIA 12/18/06 � � Of 20 a v 0 n d_- Ln a: Zz a v Q ct� a i c 4. i� tr- 0 ,r - LO 0 N Q 0 c 0 i 0 Q N SILT .FENCE CULVERT INL_L' T PROTECTION DISTANCE IS 6' MINIMUM IF FLuw IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION FLOW ;VOOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED VKt,t: AVAr ICU Num Yuv, a,unuu- ancma unu .u. ��••� 2.5' CLASS I RIPRAP PLATE. GRA VEL CURB INLET SEDIMENT .,SIL TER GRAVEL FILTER 12" RUNOFF WATER WIRE MESH s FILTERED Q . WATER a Q -�FF SEDIMENT _ 1{{ iI I I ' : •A. , CONCRETE GUTTER " 12 CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PO IN FRONT OF THE STRUCTURE; IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAI TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-6 SOIL S TABILIZA TION YI. T -- ,SLOPE INS TA LLA TION TYPE C (VDOT STD EC --3) STA5 NG DETAIL SOIL STABILIZATION MAT SHALL BE USED IN FCONJUNCTION WITH STANDARD P-1 AT OUTLET END OF PIPE. F -1 w, I fi #' I na„ / 1 *TRANSVERSE CHECK SLOT TO BE CONSTRUCTED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION FOR PREFERRED INSTALLATION. ' IiVSlYJYLIIJL OPEN CHECK SLOT 3' OVERLAP 3' BETWEEN ROLLS ENTRENCH SEDGES OF MATERIALLS 6". *TRANSVERSE CLOSED CHECK SLOT V DITCH }�- 3" OVERLAP STAKES OR PINS 3 3' O.C. PIPE OUTLET CONDITIONS A A 3D0 FT r -a 1 DO PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL PLAN VIEW LA 0 (II �i.11I D SECTION A -A 1- FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER A A 3DO (MIN.) DO 1 PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW 1 LA 0 % -' (1111 D SECTION A -A t-' -T FILTER CLOTH KEY IN C-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BIE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. LA IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. D = 1.5 TIMES THE WAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. SOURCE: VA. DSWC PLATE 3.18- CHECK SLOT 25' O.C. NOTES: 1. STAKES SHALL BE WOOD OR METAL AS RECOMMENDED BY THE MANUFACTURER AND SHALL BE A MINIMUM OF 12" IN LENGTH. IN SANDY SOILS METAL STAKES A MINIMUM OF 18" IN LENGTH SHALL BE USED. 2. SOIL STABILIZA110N MAT TYPE A AND B ARE TO BE IN ACCORDANCE WITH THE APPROVED PRODUCTS LIST. 3, SOIL STABILIZATION MAT SHOULD BE INSTALLED TO THE SHOULDER BREAK POINT OR EXISTING GROUND THEN EMBEDDED 6". MATERIAL ON BOTH SIDES OF THE DITCH SHALL BE INSTALLED TO THE SAME ELEVATIONS. 4, IF MORE THAN 3 LINES OF MATERIAL ARE REQUIRED PARALLEL TO THE CL OF THE DITCH, MATERIAL SHALL BE INSTALLED PERPENDICULAR TO THE CENTER LINE OF THE DITCH, STARTING AT THE LOWEST CL ELEVATION OF THE DITCH. 5. FOR SOURCES OF APPROVED MATERIALS SEE VDOT'S APPROVED PRODUCTS LIST FOR ST'D. EC -3, TYPE A OR B. SOURCE: VIRGINIA DEPARTMENT OF TRANSPORTATION SECTION 114_3 1 ADDRESS COUNTY OF ALBEMARLE, ACSA, AND VDOT COMMENTS CR 318/07 i 95-1000 PLANT 0-51yo 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR 5/15/07 - Kentucky 31 or Turf -Type Tall Fescue 100% SPECKS 3 CLIENT DIRECTED CHANGES /ADDRESS VDOT COMMENTS CR _6/4107 SCIS 511 911 4 CLIENT DIRECTED CHANGES / ADDRESS ALBEMARLE COUNTY COMMENTS CR 9112/07 to to 10 n0M30 5 ADDRESS COUNTY OF ALBEMARLE COMMENTS DT 1/11/08 12/18/0 4130 9/15 1111 911 11115 OATS 3 bu. (up to 100 lbs., 2 lbs. X - - X - - Use spring varieties (e.g..lNoble). Rve mgv-a NO• REVISION BY DATE N10, 0Y DATE N) o�aa CONSTRUCTION OFA SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 6'MAX. FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TREN 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) 3'MAX. 4" 4. BACKFILL AND COMPACT THE E SOIL. POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVAT04) SOURCE ADAPTED FRflhl INSTALLATION OF STRAW AND FABRIC FILTER BARRIERS FOR PLATE. 3.05-2 SEDIMENT CONTROL, VA. DSWC SHERWOOD AND WYANT TABLE 3.31-C TE11D ORARY SEE, DING PLANT MA'TMALS, SEEDING RATES, AND DATES pF T� U DAVID M. JENISEN 9 o No. 11484 w, 10N A L .: ENGINEERS F zr in SURVEYORS PLANNERS ASSOCIATES PO Boz 4119 1402 Greenbrier Place Lynebbm& VA 24502 CWoumilie, VA 22901 Phone: 434.316.6080 Phone: 434.9942700 www.wvrassociates.net w w DRIP LINE SNOW FEN BOARD FES TREE .PROTECTION TRIANGULAR BOARD FENCE )URCE: VA. DSCW ECT METHODS OF TREE FENCING ENCE CORRECT TRUNK ARMORING TABLE 3,32-D SITE SPECIFIC SEEDING NQS FOR PIEDMONT AREA Total Lbs. Per .Acre Minimum Care Lawn SEEDING RATS NORTIi Soup 6 i 95-1000 PLANT 0-51yo - Kentucky Bluegrass 0-5% ffi --Maintenance Lawn 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 100% SPECKS TITLE: EROSION & SEDIMENT CONTROL NOTES AND DETAILS 311 511 SCIS 511 911 CHARArTEMSTI.ICS Acre low ftp to to 10 n0M30 to to 1 5143040-015.dwg HNSA 12/18/0 4130 9/15 1111 911 11115 OATS 3 bu. (up to 100 lbs., 2 lbs. X - - X - - Use spring varieties (e.g..lNoble). Rve mgv-a not less am 50 lbs.) RYEd 2 bu, (up to 110 tbs., 2.5 tbs. X - X X - X Use for late fall swdings, winter Sccs}Ie cerenle nut Im than •50 lbs.) cover. Tolerates cold and low moisture. GERMAN MILLET 50 lbs. approx. 1 1b. - X - - X - warm -season ammral. Dies at fust Setaria. Italica frost. May be added to mum= mixes. ANNUAL RYEGRA.SSc 60 lbs. 11h itis. X - X )f - X May ba added in mix6s. will i a( Iiym multi Drum} mow out of dost stands. WEEPING 15 lbs. 5th OZ5. - X - - X - Warm -wean perennial. May LOVEGRASS bunch. Tolerates hot, dry stlopes Ear-H9M tis and acid, inibrtite sods. Maly be added to mixes. KOREAN 25 ft. Wprox. l ih X X - X X - Warm season asumat legumes. LESPEDEZ9 lbs. Tolerates acid soils. May bm t(�edei3 §j ulaeea added to mixes, a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. Southern Piedmont and Coastal Plain. e May be used as a cover crop with spring seeding. d May be used as a cover crop with fact seeding. X May be planted. between these dates. - May not be planted between these dates. pF T� U DAVID M. JENISEN 9 o No. 11484 w, 10N A L .: ENGINEERS F zr in SURVEYORS PLANNERS ASSOCIATES PO Boz 4119 1402 Greenbrier Place Lynebbm& VA 24502 CWoumilie, VA 22901 Phone: 434.316.6080 Phone: 434.9942700 www.wvrassociates.net w w DRIP LINE SNOW FEN BOARD FES TREE .PROTECTION TRIANGULAR BOARD FENCE )URCE: VA. DSCW ECT METHODS OF TREE FENCING ENCE CORRECT TRUNK ARMORING TABLE 3,32-D SITE SPECIFIC SEEDING NQS FOR PIEDMONT AREA Total Lbs. Per .Acre Minimum Care Lawn PROJECT: - Commercial or Residential 175-200 lbs. - Kentucky 31 or Turf -Type Tall Fescue 95-1000 - Improved Perennial. Ryegrass 0-51yo - Kentucky Bluegrass 0-5% ffi --Maintenance Lawn 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 100% General Slope X3.1 ar 1e.5, - Kentucky 31 Pascoe 128 Lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crap * 20 lbs. 150 lbs. Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Real Top Grass 2 lbs. - Seasonal Nurse Crop * 20 lbs. - Crownvetch "" 20 lbs. 150 lbs. * Use seasonal nurse crap in accordance with seeding dates as stated below: February 16th through April ................. _ .... Annual Rye May 1st through August 15th ..................... Foxtail Millet August 16th through October ...................... Annual Rye November through February 15th ................... Winter Rye ** Substitute Sericea lespedeza for Crownvetch east of Fa-rmville, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). If Flatpea is used in lieu of Crownvetch, increase rate to 30 lbs./acre. All legume seed must he properly inoculated, Weeping Lovegrass may be added to any slope or low -maintenance mix during warmer seeding periods; add 10-20 lbs -/acre in mixes. PLATE 3.38-2 DESIGNED BY. PROJECT: gEVISION I'\IUMBEP,: CR PAVILIONS AT PANTOPS PHASE 11 6 DRAWN BY. FINAL SITE PLAN To DRAI LNG NUMBER.- UMBER.TITLE: TITLE: EROSION & SEDIMENT CONTROL NOTES AND DETAILS C15 REVIEWED BY: DJM SHEET NUMBER. WWA NUMBER: FILE NAME: SCALE: DATE: 205943.04 5143040-015.dwg HNSA 12/18/0 ,16 oIr 20 z EROSION AND SEDIMENT CONTROL NARRATIVE 1. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO PROVIDE THE CONSTRUCTION OF 54 TOWNHOUSE HOMES, PRIVATE STREETS, PARKING SPACES AND SUPPORT UTILITIES. THE SITE IS LOCATED IN ALBEMARLE COUNTY AND WILL INVOLVE DISTURBING APPROXIMATELY 8.28 ACRES., 11. EXISTING SITE CONDITIONS THE EXISTING SITE IS PARTIALLY WOODED AND PARTIALLY OPEN GRASSY MEADOW. EXISTING ROADS, UTILITY MAINS, AND SEDIMENT % STORMWATER MANAGEMENT FACILITIES ARE ALSO PRESENT ON THE SITE AND WILL REMAIN UNLESS NOTED OTHERWISE. 111. ADJACENT PROPERTIES THE SITE IS LOCATED NORTH OF STATE ROUTE 250, AND IS BOUNDED ON THE EAST BY WESTMINSTER CANTEBURY OF THE BLUE RIDGE RETIREMENT COMMUNITY AND ON THE NORTH BY THE EXISTING FONTANA SUBDIVISION. IV. OFF-SITE AREAS NO OFF-SITE WORK IS PROPOSED WITH THIS PLAN. V. SOILS SOIL TYPES WITHIN THE SITE CONSIST OF: 71 B, RABUN CLAY LOAM, 2-7 PERCENT SLOPES 71 C; RABUN CLAY LOAM, 7-15 PERCENT SLOPES 71 D; RABUN CLAY LOAM, 15-25 PERCENT SLOPES 71E; RABUN CLAY LOAM, 25-45 PERCENT SLOPES (SEE SOILS MAP, THIS SHEET) VL CRITICAL AREAS CARE SHALL BE TAKEN TO STABILIZE ALL SLOPES AND TO PREVENT EROSION. 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 1, 2001. VIII. STORMWATER MANAGEMENT STORMWATER MANAGEMENT FACILITIES HAVE BEEN DESIGNED AND PROVIDED BY OTHERS. FOR DETAILS, SEE PLAN ENTITLED °SWM PLANS FOR LUXOR AND NORTH PANTOPS COMMERCIAL." THE STORMWATER MANAGEMENT FACILITIES WERE DESIGNED BY OTHERS AND ARE CURRENTLY ACTING AS SEDIMENT BASINS PER WPO -2005-00013 AND ARE TO REMAIN AS SEDIMENT CONTROL FACILITIES FOR CONSTRUCTION OF THE IMPROVEMENTS ASSiOCIATED WITH PAVILIONS AT PANTOPS PHASE 11 NORTH AND WEST.. A. STRUCTURAL PRACTICES 1, TEMPORARY CONSTRUCTION ENTRANCE (CE), 3.02: TEMPORARY CONSTRUCTION ENTRANCES SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. 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. CULVERT INLET PROTECTION (CIP), 3.08/ CULVERT INLET PROTECTION SHALL BE PROVIDED TOR CULVERTS AS SHOWN ON THE PLANS. 4. TEMPORARY DIVERSION DIKE (DD), 3.09: TEMPORARY DIVERSION DIKES SHALL.E PROVIDED AS SHOWN OR AS NEEDED TO DIVERT SEDIMENT -LADEN RUNOFF TOWARDS THE TEMPORARY SEDIMENT BASINS AND TRA -'S. 5. TEMPORARY FILL DIVERSION (FD) 3.10: TEMPORARY FILL DIVERSION SHALL BE INSTALLEC AS SHOWN ON THE PLANS. 6, STORMWATER CONVEYANCE CHANNEL (SCC) 3.17: STORMWATER CONVEYANCE CHANNELS I;ND EC -3 SHALL BE PROVIDED AS SHOWN ON THE PLANS. 7. OUTLET PROTECTION (OP) 3.18: PROVIDE OUTLET PROTECTION AND EC -3 AS SHOWN (N THE PLAN, 8. RIP -RAP (RR) 3.19: RIP -RAP SHALL BE INSTALLED AS SHOWN ON THE PLAN. 9, SOIL STABILIZATION BLANKET & MATTING (BM) 3.36: SOIL STABILIZATION BLANKET & MATTING,' SHALL BE INSTALLED AS SHOWN ON PLANS. PROVIDE EC -3 WHERE SPECIFIED. SEE CHANNEL COMPUTATIONS ON SHEET 8. 10. TREE PROTECTION (TP) 3.38: TREE PROTECTION SHALL BE INSTALLED AS SHOWN ON THE PLAN. 11. DUST CONTROL (DC) 3.39: DUST CONTROL SHALL BE APPLIED AS NECESSARY IN ACCORDANCE WITH THE VIRGINIA E&S HANDBOOK. B. VEGETATIVE PRACTICES 1. TOP SOILING & 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 DEPENDENTF ON THE TIME OF YEAR IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL HANDBOOK TABLE 3.31-B, PROVIDED ON SHEET 17 OF 19. 3. PERMANENT SEEDING (PS), 3.32: PERMANENT SEEDING SHALL BE PROVIDED ON SITE TO PROVIDE STABILIZATION FOR ALL DISTURBED AREAS. SEEDING RATES ARE IN POUNDS PER ACRE. PERMANENT SEEDING TO BE APPLIED IN ACCORDANCE TO TABLE 3.32-D, PROVIDED ON SHEET 16 OF 19. ALL PERMANENT SEEDING SHALL BE FERTILIZED, LIMED AND MULCHED AT THE FOLLOWING RATES: FERTILIZER 10-20-10 AT A RATE (OF 1000 POUND PER ACRE; LIME OF AGRICULTURAL GRADE LIMESONE AT A RATE OF 2 TONS PER ACRE; AND STRAW MULCH AT A RATE OF 1-1/2 TONS PER ACRE. BEFORE SEEDING, 4 INCHES OF TOP SOIL SHALL BE SPREAD IN AREAS TO BE SEEDED. APPLY FERTILIZER AND LIME UNIFORMLY AND MIX WELL INTO TOP 4 INCHES OF SEED [BED. PREPARE SOIL FOR PERMANENT SEEDING BY TILLAGE OF TOPSOIL IN PLACE TO LOOSEN THOROUGHLY AND BREAK UP ALL CLODS TO A DEPTH OF 6 INCHES. REMOWE ALL STUMPS AND ROOTS, COARSE VEGETATION, STONES LARGER THAN 1-1/2 INCHES AND ALL CONSTRUCTION DEBRIS. SOIL SHALL BE WORKED BY SUITABLE AGRICULITURAL 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 TRAPPINIG MEASURES: SEDIMENT BASINS AND TRAPS, STORM INLET PROTECTION, SILT FENCING, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS -5. STABILIZATION OF EARTHEN STRUCTURES: N;/A STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS -6. SEDIMENT BASINS AND TRAPS: SEDIMENT TRAPS AND BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED. A. THE MINIMUM CAPACITY OF A SEDIMENT TRAP' SHALL BE 134 --CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF LESS THAN 3 -ACRES. B. THE MINIMUM CAPACITY OF A SEDIMENT BASIN SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF 3 -ACRES OR GREATER. MS -7. CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS -8. CONCENTRATED RUNOFF DOWN CUT OR FILL SLOPES: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS -9. WATER SEEPAGE FROM A SLOPE FACE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS -10. STORM SEWER INLET PROTECTION: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS -11. STABILIZATION OF OUTLETS: 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 GREATES1r 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 B)Y CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MIATERIALS SHALL BE PROVIDED. MS -14. APPLICABLE REGULATIONS: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS -15. STABILIZATION OF BED AND BANKS: N/A THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS -16. UNDERGROUND UTILITIES: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS, IN ADDITION TO OTHER APPLICABLE CRITERIA: X NO MORE THAN 500 -LINEAR FEEL' OF TRENCH MAY BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE (COVSIDFRATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES, EXCEPT FOR ANY DIVERSION DITCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHAILL BE HI_TERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT AD%"C RSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. D. TRENCH BACKFILL MATERIAL SHALL BE PROPERLY CO'r+PACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. ALL APPLICABLE SAFETY REGULATIONS SHALL BIE COMPLIED WITH AT ALL TIMES MS -17 CONSTRUCTION ACCESS ROUTES: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES 3t.TER`.�ECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ON TO PAINED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EAC' I DAY. SEDIMENT SHALL BE REMOVED BY SHOVELLING OR SWEEPING AND TRANSPORTED TO A SEDIMENT DISPOSAL AREA. STREET WASHING SHALL. 6E 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 REMOWAL: ALL TEMPORARY EROSION AND SEDIMENT CONITROL MPSURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDIE9, UNLk.`iS OTHERWISE AUTHORIZED BY THE LOCAL E&S AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABLIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -19 ADEQUACY OF RECEIVING CHANNELS: PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVLOPMENT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK( FLOW RATES OF STORM WATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24 HOUR DURATION. STORMWATER MANAGEMENT HAS BEEN DESIGNED AND PROVIDED BY OTHERS. SEE NOTE VII, THIS SHEET FOR DETAILS. SOILS MAP `.SCALE: 1"=500' EROSION AND SEDIMENT CONTROL LEGEND 3.08 CULVERT WLET PROTECTION eTEMP�M J FO9 DIV ROSIONYI E ++ F-1 TEMPORARY FILL DIVERSION a Q 3.11 3.02 CR TEMPORARY EN RANCE � TION CE 3.17 [;.05] SILT FENCE 01p,� a��" ` U� DAVID M. JEPNSEN No 11 834 10 �� .,s�� I ti I �S` 0NA L '�yCs 3.18 [;07] PROJECT: PAVILIONS AT PANTOPS PHASE It FINAL SITE PLAN COP IP Q fNLETMPR0IECTION 3.08 CULVERT WLET PROTECTION eTEMP�M J FO9 DIV ROSIONYI E ++ F-1 TEMPORARY FILL DIVERSION a Q 3.11 DIVERSION WAY CR 318107�ffli 3.17 STORMWATER CHANNEL 01p,� a��" ` U� DAVID M. JEPNSEN No 11 834 10 �� .,s�� I ti I �S` 0NA L '�yCs 3.18 CULVERT PROTECTION OUTLET PROJECT: PAVILIONS AT PANTOPS PHASE It FINAL SITE PLAN COP Q 3.19 RIPRAP 5115107 RR� 3.31 3 IS EEI TEMPORARY SEEDING [;.-32] PjSOIL --- PERMANENT SEEDIN� F-36 CLIENT DIRECTED CHANGES /ADDRESS ALBEMARLE COUNTY COMMENTS CR 12 07 9/ / LIZATION BLANKElSBI& MATTING [;318 TREE PROTECTION TITLE. EROSION & SEDIMENT CONTROL NARRATIVE AND DETAILS 6 - 3.39 1111108 DUST CONTROL D. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND SYSTEMS SHALL BE MAINTAINED, INSPECTED, AND REPAIRED AS NEEDED TO INSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AT THE END OF EACH DAY AND AFTER EVERY RAINFALL EVENT. 1. DAMAGE TO EROSION CONTROL MEASURES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY SHALL BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 2. MAINTAIN ALL SEEDED AREAS UNTIL A UNIFORM STAND IS ACCEPTED. 3. (SPEC. 3.02) PROVIDE FOR EQUIPMENT WASHING AS NEEDED TO PREVENT THE TRANSPORT OF SOIL ONTO EXISTING ASPHALT ROADWAYS. ANY SEDIMENT ON THE PAVEMENT SHALL BE REMOVED IMMEDIATELY. 4. (SPEC. 3.05) SILT FENCE BARRIERS WILL BE CHECKED DAILY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL REACHES HALF WAY TO THE TOP OF THE BARRIER. 5. (SPEC. 3.08) THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND THE CULVERT INLET PROTECTION RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 6. (SPEC. 3.09) THE MEASURE SHALL BE INSPECTED AFTER EVERY STORM AND REPAIRS MADE TO THE DIKE, FLOW CHANNEL, OUTLET OR SEDIMENT TRAPPING FACILITY, AS NECESSARY. ONCE EVERY TWO WEEKS, WHETHER A STORM EVENT HAS OCCURRED OR NOT, THE MEASURE SHALL BE INSPECTED AND REPAIRS MADE IF NEEDED. DAMAGES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY MUST BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 7. (SPEC. 3.11) THE MEASURE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPAIRED AS NECESSARY. 8. (SPEC. 3.31 &i: 3.32) AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. 9. (SPEC. 3.36) REPAIR BLANKETS AND MATTING AS NEEDED AFTER EACH STORM. 10. (SPEC. 3.17) INSPECT CHANNEL AFTER EACH RAINFALL EVENT AND REPAIR AS NECESSARY. IX. SEQUENCE OF CONSTRUCTION (COORDINATE WITH DEMOLITION PLAN DRAWING NUMBER C-2) 1. FLAG LIMITS OF CLEARING AND GRADING AND CONDUCT PRE -CONSTRUCTION MEETING WITH ALBEMARLE COUNTY, 2. CONSTRUCT TEMPORARY PAVED CONSTRUCTION ENTRANCES AND THE TEMPORARY CULVERT ASSOCIATED WITH THE WEST SECTION CONSTRUCTION ENTRANCE. 3. INSTALL TREE PROTECTION, PERIMETER SILT FENCE. 4. DEMOLISH EXISTING 30» STORM DRAIN ALONG VERONA DRIVE FROM EX STRUCTURE 23A TO THE OUTFALL (REFER TO DEMO PLAN ON DWG. C-2). DISCONNECT EXISTING CULVERT (STRUCTURE DIN -2) IN ORDER TO REMOVE EX. STRUCTURE 23A. REPLACE EX STRUCTURE 23A WITH STRUCTURE 13A. INSTALL 36" STORM DRAIN FROM NEW STRUCTURE 13A TO OUTFALL AT EXISTING SEDIMENT BASIN AS SHOWN ON PLANS. RECONNECT EXISTING 30" RCP CULVERT INTO NEW MANHOLE 13A. 5A. CONSTRUCT ENGINEERED CHANNEL AND INSTALL MATTING AS SPECIFIED, WEST SECTION. 5. COMPLETE NECESSARY GRADING TO INSTALL STORM DRAIN STRUCTURE 19 IN THE WEST SECTION. 6. INSTALL DIVERSION DIKES 1-3 IN THE WEST SECTION, 7. CLEAR AND GRUB. 8. PERFORM GRADING TO BRING ALL AREAS TO GRADE SHOWN, INSTALL RETAINING WALLS AND STORM DRAINS. ENSURE POSITIVE DRAINAGE IS DIRECTED TOWARDS DRAINAGE STRUCTURES; INSTALL INLET/OUTLET PROTECTION AS REQUIRED. REMOVE TEMPORARY CULVERT FROM STRUCTURE 13A AND RESEAL MANHOLE. REMOVE DIVERSION DIKES 1-3 AS GRADING DIRECTING RUNOFF TO CLOSED CONDUIT STORM DRAIN SYSTEM IS COMPLETE. 9. INSTALL DIVERSION DIKE 4 TO DIRECT RUNOFF TO STRUCTURE 25 IN THE WEST AREA. 10. CIONSTRUCT WATER AND SANITARY SEWERS. 11. INSTALLS CURBS, GUTTERS, PAVEMENTS AND SIDEWALKS. 12. CONSTRUCT DWELLING UNITS. 13. PERFORM PERMANENT SEEDING, MULCHING AND STABILIZE ALL DISTURBED AREAS. 14. EROSION CONTROL MEASURES MUST REMAIN IN PLACE UNTIL RELEASED BY THE EROSION CONTROL INSPECTOR. 15. DOWNSTREAM STORM DRAIN SYSTEM TO EX. SEDIMENT BASINS #2 AND ;#3 TO BE FLUSHED AND CLEANED OF SEDIMENT. 16. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AND STABILIZE AFFECTED AREAS. 17. CLOSE OUT PROJECT. X. PARTY RESPONSIBLE FOR MAINTENA, f."". IMPLEMENTATION: SOUTHERN DEVELOPMENT 170 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VA 22911 (434) 245 - 0894 STONE CONSTRUCTION ACCESS --A STONE CONSTRUCTION ACCESS -, 70' MIN. 3' SM -2A ASPHALT TOP COURSE EXISTING 2q 2% 3' PAVEMENT :r.. .a'. 5:1 L - MOUNTABLE BERM 6" MIN. 21 A AGGREGATE BASE PROFILE 70' MIN. ASPHALT PAVED WASHRACK 29° .2% 12' M{N. EXISTING 12% I PAVEMENT �� -- POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE * ?MUST EXTEND FULL WIDTH INGRESSOF AND EGRESS OPERATIONPLAN VIEW 12' MIN. FILTER iCLOTH --' SECTION A -A NOTE: 1. A MINIMUM WATER TAP OF 2" IS REQUIRED WITH A MINIMUM WASH NOSE DIA. OF 1.5 - (COORDINATE WITH ACSA) PAVED WASH RACK POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE 1 ADDRESS COUNTY OF ALBEMARLE, ACSA, AND VDOT COMMENTS CR 318107�ffli 01p,� a��" ` U� DAVID M. JEPNSEN No 11 834 10 �� .,s�� I ti I �S` 0NA L '�yCs ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Boz 4119 1402GmenbriuPlace Lynchb� VA Czvi«c�� Vn22901 Phone: 434.316.6080 Phone: 434.984.2700 -wwasmetates.net ©ESIGvEO BY: �R PROJECT: PAVILIONS AT PANTOPS PHASE It FINAL SITE PLAN REVISION NUMBER: 6 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR 5115107 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 6/41037 DRAWN e To DRDRAWINGAlUtvif ER: 6 4 CLIENT DIRECTED CHANGES /ADDRESS ALBEMARLE COUNTY COMMENTS CR 12 07 9/ / TITLE. EROSION & SEDIMENT CONTROL NARRATIVE AND DETAILS 6 REVISED SEQUENCE OF CONSTRUCTION DT 1111108 REVIEWED BY. DJM SHEET NUMBER.- 17 of 20 WWA NUMBER: 205143.04 FILE NAME: 514304C --C 16.dwg SCALE: H: N/A V: NIA DATE: 12/18/06 N0. REVISION BY DATE NO. BY DATE I., \ \ o�� I \ \��S \! ,q. / c \ / \ \ \ \ \ \ \ \ LANDSCAPE CALCULATIONS / / ' \ p�\� ti �� l \ �{/Q�\� \\� \ p� \1 / / \ 0�� , \ , . `l / \ \ \ \ \ \ \ \ \ \ \ \ \ \ f \ %\ OV �\� \ /` �\I 11 CSV �' \ \ \ 1-1 \ CALCS APPLY TO PHASE iI NORTH �'z 1-1 � , Q Q \ v� \ \ R \ a �,�. \ / \ i \ \ x I\ \ \\ \ PHASE I AREA = 31.69 AC. (BY OTHERS) // r \ \ � \ ; < \O Q \ \ \O \ �\ \ \ 11 \ \ \ \ \ \ 1-1 \ \ \ \ TOTAL CANOPY REQUIRED = 6.34 AC. \ pv\l 1 ��ti \ Y, /� / \ \ r <\ \ \11 v.Y TOTAL CANOPY PROVIDED = 7.13 AC. \ \ o\\�� /a \ \p\ \ \ ✓ \\ \. \ \ \ \ \ \ \ ___ EXCESS CANOPY = 0.79 AC. �,//� ` \ \ \ p\\ \ / .\ o,,\ /� '\ \\ \j \ \ \ ` PHASE II NORTH AREA = 4.02 AC. r \ \ \ p` y \ \ �` � \ \ \ t \\ \ \�So \ \ , �� \ \ ~ -_ \ TOTAL CANOPY REQUIRED = 0,20 X 4,02 AG = 0.80 AC. qS�, \ \ \ , \ l p, \ oV\4/�\ p\� / \ / 1/'\ \ \ �\\\�`, 2d, \ \\,; \� \\ \ \- - ___ \ \ \ EXCESS CANOPY PHASE I = 0.79 _ .�ik \ \ ��� \ \ ���� \ �c� % \ \ z%`'`� ` / \ \ `\ _ . \ o tion \�\\\ \\ \ \ \` � - \ \ TOTAL CANOPY REQUIRED PHASE II NORTH = 0.80 AC. - 0.79 AC. - 0.01 AC OR 5a \ \ z \ \ p, \ p, \ \ \_ _ - \ \ ,/�o \\ \,\ _\ \ \ 435.6 S.F. \ \ p \ \ "</ \ �v / �'/ \' \ �\ \ \ f//� \\ \ \/ \-_ �\ TOTAL CANOPY PROVIDED PHASE II NORTH = 33,781 S.F. \ \?j /\� \ p� ' \ \ p� `�y' \ /�,`�✓ �. \\ \ \� �� . \� \ �_ \ ; \, \ -- �, \ \ \ p� \/ \ \ \� \4 ' \ \�,;�Y% / �� ' <` \ / \1 \ \\ \� \ c�j7G/ \\\ \`,\ \� \�`� - \ \ '` PARKING LOT LANDSCAPING REQUIRED \ \ �> \� % \ �� \ \ \4/ \/ \ %/ ` \ \ `� \\ ` \T,� \\ �ti;\ \\ \ \ 16 SURFACE PARKING SPACES/10 = 1 TREE REQUIRED \ ,/ `� \ 0I \ \ O� \ \' i � \ \ \ \ \ 11, \ \ i '-] 1-- - PARKING LOT AREA - 2538 S.F, O �\c\ �' �10 ' _ \� / i,`;',� ICE_ AR11vG � :�� \ T LANDSCAPING RE L'IRED=0.05 X 2538 S.F. w 127 S.F. \ \ Off'\ i 0' l / \ / ;.\ Gi D,'.. \ \- �\ I F` PARKING LO LA Q \ \ \•. \ \ c ) \ ,�` Y%__ _ _ 50 \ \ 0 50 S.F./TREE=3 TREES /�Y\ \ \ o����\ \ b``.✓' / \ /\ f= \ \ 0 \ \ \ \ \ �s . I �\ \ I PARKING LOT LANDSCAPING PROVIDED = 11 , �, \ y` \ \ z '�' \ �, �� z \ -,, "\ - � K- 11-1 I , I - Z\ \ \ \ / \\- \ \ / \ \ '\ \ U\ \/ \ \ p / \ \ / \ / ��? c \ \ \ n \\ \ v � \ \ / A \ \ \ \ p��� \ >x/ \ \ � � \ -� � _\� \ \ ���'�_- , \ \ \ \ \ \ J \ \ \ \ \ \\\ k \\ i ' f`-,/ /I , i ` fl -l© f\ \ Gz , \ \�\ t y, 111 � \ ?000 S \ \ \ \, \ p` \,O / , L ? i0T LOT \ \ DE / \ \\ \ �� \ ,o> \ \G \ \ /`� \ ; / \ L/ p0� �\ Y / \ LA`f HELD \ \ \ J' r , / cj`'- \`j ./ \ a' \ % ` i >' %� , \ \ \ j S "F S SHEET 2_�� \ \ \.� \ GSL-' \ \ ® \��� \ \ \ ' /'; \ \ \\ \ \t/\\ \\ \\p.' \ p / \ f 1 V/j � N \ f0R DETAILS \ \\ \ \ \ \' \ \ \ 1 !� �\ �\ \ \n . G/ ev-\ � ti \ \ \\ \ \ \ \ \\ p®� \� �\ , ' � / \ 1\ '\_"Z,\ \ \ \ c \ \ o�\- \ \ pa i 1 !/ I - / 1 \ \ - \ \, `\ / \ \ \ \ Y/ \ p / i I \, \r, \ Fit iii\- \ �� \ \�__ _ �\ \ ~ /_..�.- LANDSCAPE TABLE CALCULATIONS CR 3/8/07 LTH of // 0 �G', 4 -1 �' DAVID M. JENSEEN � No. 11484 � r'z, ! 14 \�` W tri .1'� S'7�1VaL COVERAGE AT .� ENGwEERs SURVEYORS PLANNERS � ���` � L SVA 4saz ` I1402 ,b �Au ,, Phone: 434.316.6080 Phone 434.984.2704 "" .wwassoc`atcsmetV: DESIGNED BY: CR PROJECT: PAVI LfUNS AT PANTOPS PHASE II FINAL SiTE PLAN ._ _____ REVISION NCJ,t�E3ER: 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR __ 10 YEARS COMMON NAMES/BOTANiCA! SYMBOL SiZE 01Y. R00T SPACING REMARKS UN TOTAL DECIDUOUS TREES (COMMON NAME/BOTANICAL NAME) T-1 WINTER XING (SMALL DECIDUOUS) (NOT USED) 0 0 0 0 --- --- -_- / CRATAEGUS VIRIINS TircE: LANDSCAPE PLAN (NORTH) 5 ADJUSTED TREES NEAR NEW DRAINAGE EASEMENT (LOTS `45-56) CR 10/5/07 T-2 ALLEE (LARGE DECIDUOUS) (NOT USED) 0 0 0 0 --- --- --- / ULMUS PA1MF0[lA ww A NUMBER: 205143.04 F , ILC NAVE: 5 43Ci4�-C 7.d wg 4�4 DATE: N0. REVISION/ BY DATE NO.. T-3 GREEN VASE (LARGE DECIDUOUS) lye' -1.Y4 32 B&B SEE PLAN --- 350 S.F. 11,200 S.F. j ZEIKOVA SERRATA T-4 OCTOBER GLORY (TARGE DECIDUOUS)ty2'_13� /AGER RUBRUM 37 B&B SEE PLAN --- 397 S.F. 14,689 S.F. CAT. T-5 ROTUNDILOBA (LARGE DECIDUOUS) IY2, 3'4 38 B&B SEE PLAN --- 206 S.F. 7,828 S.F. / LiQUIDAIIBAR SIMCIFLUA CAL. T-6 EASTERN RED CEDAR (SCREENING) 4'-5' 4 B&B SEE PLAN i6 SF 64 SF / JUNIPER VIRGINWVA HGT ___ T-7 EASTERN ARBORUflAE 3'-0' 6 B&B SEE PLAN 10 SF 60 SF / THUJA ACCIOENTAUS NGT _ _ - I 11 TOTAL 113 TOTAL 33,841 SF �� r- \ ZI I '' \<"- '\�_, x - 4. - -; -At-A \ , I, ,'1 ` 1-_, , \\' Y \ \r:C� ..,`; / \ / \ f11 ~� (0` RAIN/, e 1 - \ \ _r =� - - - i \ YI �\�\nY i`/'- \�\ �''�\/\\\ l G, ti11 �. \ G\, �` /\ \ r/� - �' _ \ r - - jit'r - - - -/- =s- _f-- Wit-.-_ >� '- /\'' �� i \ \ \ \ i T� \ i� ..,-., \ 0� y \: �� e-;,�.� , i\ , \ ` \ , \J �"- \ I, i \ i \ _- ._._ _- - _\� i-.- \� -� a \�-� \ \ I \ I j J----�- ---- - - ------\-=,•- - - - �.,, -� \' \�__ ./ "y/� \ \ �� -\_ , o \\ f \ \ l \ \ ' f . 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N I { i I 11' i > \ '� \ \ \ \ _\ / . ! � MW/ ' / ' / /\ ;J l '` / 11 ' / / j / / t �r /� [� II i i r I \ t �� 1 \ \\ r\7} \ ~\, �// \\ \ / \ /1 i // / / \/_ /;�!I �XISTI�!G, / � j // �i� ---- - // / / / t I c� \J 1 V \ nrR T \ / / 1 / 1 / / 0 Q 0 a.• L 0 z n LO 0 N i i{ I ADDRESS COUNTY OF ALBEMARLE, ACSA, AND VDOT COMMENTS CR 3/8/07 LTH of // 0 �G', 4 -1 �' DAVID M. JENSEEN � No. 11484 � r'z, ! 14 \�` W tri .1'� S'7�1VaL iF THIS DRAWING IS A REDUCTION GRAPHIC SCARE MUS BE USED SCALE: t " - 20' 20' 0 20' .� ENGwEERs SURVEYORS PLANNERS � ���` � L SVA 4saz ` I1402 ,b �Au ,, Phone: 434.316.6080 Phone 434.984.2704 "" .wwassoc`atcsmetV: DESIGNED BY: CR PROJECT: PAVI LfUNS AT PANTOPS PHASE II FINAL SiTE PLAN ._ _____ REVISION NCJ,t�E3ER: 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR 5115107 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTSI CR -614107 DRAWN BY: To DRAWING NUMBER.- UMaER: C l %' 4 4 CLIENT DIRECTED CHANGES ADDRESS ALBEMARLE COUNTY COMMENTS C / CR 9/12/07 TircE: LANDSCAPE PLAN (NORTH) 5 ADJUSTED TREES NEAR NEW DRAINAGE EASEMENT (LOTS `45-56) CR 10/5/07 R�viEweD BY: DJM 6 ADDRESS COUNTY OF ALBEMARLE COMMENTSo DT 1111108 R: SHEET NUMBER: 18 of 20 ww A NUMBER: 205143.04 F , ILC NAVE: 5 43Ci4�-C 7.d wg SCALE: " "-20'12118106 NIA DATE: N0. REVISION/ BY DATE NO.. BY DATE _Z13 0i U O Ci LO -6 -s Q) Cr L0 C) (0 Q 0 Q- 0 m no POST DEVELOPED DRAINAGE AREAS - — — — — - PRE DEVELOPED DRAINAGE AREA -- -------- E&S SEDIMENT BASIN AREA FOR INFORMATION PURPOSES ONLY 1 ADDRESS COUNTY OF ALBEMARLE, ACS4, AND VDOT COMMENTS CR 3/8107 DESIGNED BY. PROJECT: REVISION NUMBER: l P r 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RINSA AND VDOT COMM. CR 5115107 'TilON IF THIS DRAWING IS A REDUCTION GRAPHIC w— CRPAVILIONS AT PANTOPS PHASE 6 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 614107 SCALE MUST BE USED ENGINEERS DRAWN BY: FINAL SITE PLAN SCALE: 1 200' SURVEYORS To I)PAi/V/NG NUMBER" 4 CLIENT DIRECTED CHANGES / ADDRESS ALBEMARLE COUNTY COMMENTS CR 9112107 DAVID M. JEINSEN PLANNERS REVIEWED BY: TI TL E: E&S SWM DRAINAGE AREAS BY OTHERS C 19 6 ADDRESS COUNTY OF ALBEMARLE COMMENTS DT 1/11/08 No. a AsSOCWFES DJM (FOR INFORMATION ONLY, 0 100' PO Box 4119 1402 Greenbrier Place SHEET NU)MBL R. 200' Lynchburg, VA 24502 CbMWesville, VA 2M1 NWA NUMBER: FILE NAME: SCALE: DA, 434,316,6080 Phone: 434.984,2700 — H: 1 "-200' 20 of 20 NO. NO, BY DATE 205143.04 514304C—C19.dwg V.- NIA 12118106 I REVISION 81( DATE F