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SDP200000065 Plan - Approved 2000-12-04 Part 1
VICINITY MAP SCALE: 1" = 1,800' L ��]E RIDGE JUVENIL� DETNr10IV OWNER & DEVELOPER CONTACT: MR. ROBERT W. TUCKER 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (804) 296-5861 FAX: (804) 972-4035 DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT.• DEPARTMENT OF ENGINEERING. - DEPARTMENT OF ZONING. - FIRE OMCIAL: ALBEMARLE COUNTY SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD. VIRGINIA DEPARTMENT -OF HIGHWAYS AND 7RANSPORTA710N. • SHEET INDEX TITLE SHLL CO VER SHEET NOTESAND DETAILS........................................................................................... C1.1 OVERALL/KEY PLAN............................................................................................. C1.2 MISCELLANEOUS DETAILS................................................................................. C 1.3 EXISTING CONDITIONS, DEMOLITION, AND Z PERIMETER EROSION CONTROL PLAN ................................................ C2.1 EROSIONCONTROL NOTES ............................................................................... C2.2 EROSION CONTROL DETAILS............................................................................ C2.3 LAYOUTAND UTILITY PLAN............................................................................. C3.1 Sl T� rLAN...............................................................................................................1. , C3.2 GRADING, DRAINAGE AND EROSION CONTP,O!_ PLAN .......... :........... . C4.1 ENTRANCE ROAD PLAN AND PROFILE ...................................................... C4.2 STORMSEWER PROFILES................................................................................... C5.1 STORMSEWER PROFILES................................................................................... C5.2 STORMSEWER PROFILES.................................................................................. C5.3 DRAINAGEAREA MAP........................................................................................ . C6.1 AVON STREET TYPICAL SECTIONS.............................................................. R1.1 AVON STREET ROAD PLAN AND PROFILE ............................................... R2.1 AVON STREET CROSS SECTIONS.................................................................. R3.1 LANDSCAPEPLAN................................................................................................ L 1.1 LANDSCAPEDETAILS.......................................................................................... L 1.2 __E3 R J U.) APPRT 'TD Albemarle County Engineer ,� & Public Works Date: 43_)a— z"o File • _9 By: CFS , i REVISED DATE: MAY 15, 2000 REVISED DATE: SEPTEMBER 22, DATE: JANUARY 24, 2000 TAX MAP NUMBER: TM76 MI PARCEL NUMBER: PARCEL 19 M101111 cn W U o-40 0!� M N Q W W N LU o Z Z �O Ljj F_ m� Uw��� Joy LU LU Z =ZZ��% �0 p�� U 5 z 0 c��ZO Z N=� < LU CL 10 0UFo ' �J z 0 LU z 00 00 m � N Z m > W Nom JON CLzC)3: OU M D 0� N Q N R vi IMA ���---------+++111Lm z 0 LU z 00 00 m � N Z m > W Nom JON CLzC)3: OU M D 0� N Q N R vi ..w-- 0 ROOF DRAIN NOTES : ' ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1 PRIOR TO ANY CONSTRUCTION WITHIN ANY EX1ST7NG PUBLIC RIGHT - F- WA Y, 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 REQUIREMENT OF THE PERMIT SHALL GOVERN. 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED /N ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INS7rALLED 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 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DI TCH MA Y BE' REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 8. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLA TION MUST" COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY GENERAL WATER AND SEWER CONDI TIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING 774E PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROX/MA TEL Y CORRECT. THE CONTRACTOR SHALL ON HIS OWN IN177ATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY ESS RY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER K CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR N077FYING "MISS UTILITY" (1-800-552-7001). 6. ALL VIA TER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. Z ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DI TCHES, 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. MA TERIAL NOTES 1. PVC PLASTIC SEWER PIPE SHALL BE ASTM D-3034 PSM SDR 35 MIN. REFER TO BEDDING DETAIL FOR PVC SANITARY SEWER PIPE. 2. DUC77LE IRON SEWER PIPE SHALL BE ANSI/AWWA C151 CLASS 52. REFER TO BEDDING DETAIL FOR D.I. SANITARY SEWER PIPE. J. DUC77LE IRON WATER LINE SHALL BE ANSI/AWWA C151 CLASS 52 FOR 12" AND SMALLER, AND CLASS 51 FOR 16" AND LARGER. 4. COPPER WATER SERVICES SHALL BE TYPE K, DRAWN TUBING. 5. PVC PLASTIC WATER LINE 3" AND SMALLER SHALL BE SCHEDULE 40. 6. CORRUGATED PLAS77C PIPE (SMOOTH -BORED) FOR ROOF DRAIIVS AND STORM SEWER SHALL BE ASTM F 405 OR AASHTO M 252 FOR 10" AND SMALLER, AND ASTM F 667 OR AASHTO M 294 FOR 12" AND LARGER. REFER TO VDOT S'TD. PB -1 FOR BEDDING DETAILS FOR CORRUGATED PLASTIC PIPE. :7777 777,77-77.1-1 GENERAL NOTES 1. OWNER: BLUE RIDGE JUVENILE DETENTION 401 McIN77RE ROAD CHARLOTTESVILLE, VA 22902 C/0: MR. ROBERT TUCKER BLUE RIDGE JUVENILE DETENTION BUILDING SERVICES DEPARTMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 PH. #• (804) 296-5861 FAX # (804) 972-4035 2. USE. JUVENILE DETENTION CENTER 3. MAXIMUM NUMBER OF EMPLOYEES. 22 TOTAL (ULTIMATE DEVELOPMENT) J. TAX MAP AND PARCEL NO.: TM 76 M/ PARCEL 19 4. THIS SITE IS ZONED R-1 AND IS LOCATED W/ THIN AN AIRPORT PROTECTION OVERLAY DISTRICT AND ENTRANCE CORRIDOR 0VERLA Y DISTRICT. 5. MAGISTERIAL DISTRICT SCOTTSWLLE DISTRICT 6. BOUNDARY INFORMATION BY THOMAS B. LINCOLN LAND SURVEYOR, INC. DATED SEPTEMBER 16, 1999 7. SURVEY INFORMA 77ON /S FROM FIELD DATA GATHERED BY TIMMONS, DATED OCTOBER 14, 1999. HORIZONTAL DATUM BASED ON USGS, 8. SITE AREA: 7.72 AC. (TOTAL SITE) 9. THIS SITE IS LOCATED WI THIN THE MOORES CREEK WATERSHED. 10. MAXIMUM HEIGHT OF STRUCTURES: 27.5' (MAX. ALLOWABLE = 35 11. BUILDING SETBACK REQUIREMENTS. 25' FRONT YARD SETBACK, INTERNAL PUBLIC OR PRIVATE ROAD; 15' SIDE YARD SETBACK, AND 20' REAR YARD SETBACK. 12. PARKING CALCULATIONS BASED ON 40 BEDS AND AN UL TIMA TE POPULATION OF 80: ASSESSMENT CENTER AFTER HOURS USE= 4 SPACES DETENTION CENTER 22 STAFF = 22 SPACES VISI TOR SPACES ( 1 PER 4 BEDS) = 20 SPACES TOTAL REQUIRED = 46 SPACES PARKING PROVIDED = 59 SPACES (INCLUDING 3 ACCESSIBLE SPACES) 13. IMPERVIOUS COVER CALCULATIONS.• EXISTING IMPERVIOUS COVER: 0.00± S. f. IMPERVIOUS COVER ADDED: BUILDINGS 28,726± s. f. PARKING AND DRIVES 42,616± s. f. SIDEWALKS 3,108± s. f. TOTAL ADDED: 74,450± s. f. NET IMPERVIOUS COVER: 74,450± s. f. 14. L OCA TED IN ZONE C INDICATED ON FL OOD WA Y MAP # 510006 0240 B DATED DEC. 16, 1980 15: TRFF CANOPY COVERAGE = 2.13± AC.REc (2.13 ACRES/7.72 ACRES = 289 COVERAGE) 16. APPROVAL FOR OFF-SITE, COOPERA77VE PARKING LOT AND CRITICAL SLOPES WAIVER WAS GRANTED AT THE MARCH 28, 2000 PLANNING COMMISSION MEETING. F ROOF DRAIN NOTES : 1. ALL INDIVIDUAL BUILDING DOWNSPOUTS SHALL BE TIED INTO THE ROOF DRAIN 6" PVC W/L COLLECTOR SYSTEM OR DIRECTLY INTO THE STORM SEWER SYSTEM. L.F. 2. INE ROOF DRAIN COLLECTOR SYSTEM SHALL BE SMOOTH -LINED, CORRUGATED 78 POLYETHYLENE PIPE (HANCOR HI -Q OR APPROVED EQUAL) LAID AT A MINIMUM 8" x 6" 7EE SLOPE OF 1.047 t J. PIPES CONNECTING TO INDIVIDUAL DOWNSPOUTS SHALL BE 6" ALL OTHER DRAIN 1 PIPES SHALL BE SIZED AS INDICATED. 8" GATE VALVE 4. CLEANOUTS SHALL BE PROVIDED AS INDICATED ON THE PLANS AND AS REQUIRED BY EA, THE LOCAL BUILDING CODE. CLEANOUTS SHALL BE PLACED AFTER EACH DOWNSPOUT 2 CONNECTION. 6" x 4" 7EE 5. CONNECTIONS INTO CONCRETE PIPES SHALL BE MADE WITH "INSERTA TEE" TYPE EA. CONNECTORS 3 6. MAKE PROVISIONS TO MAINTAIN ADEQUATE OUTFALL FOR EX1S77NG ROOF DRAINS 4" 45" BEND DURING CONSTRUCTION. EA. EROSION CON TROL NO TES 1 1. PRIOR TO ISSUANCE OF AN EROSION CONTROL PERMIT, A PRECONSTRUCTION ME7ER BOX CONFERENCE MUST BE HELD WITH THE OWNER AND CONTRACTOR. ALSO, A EA. PERFORMANCE BOND MUST BE POSTED ON A COUNTY FORM AND APPROVED BY 1 THE COUNTY ATTORNEY AND COUNTY ENGINEER. THE AMOUNT OF THE BOND AND VALVE WILL BE DETERMINED AFTER COMPLETION OF THE BID DOCUMENTS 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSPECT ALL EROSION 1 CONTROL DEVICES PERIODICALLY AND AFTER EVERY ERODIBLE RAINFALL. ANY WITH SIAMESE CONNEC77ON NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE VALVE ASSEMBLY EROSION CONTROL DEVICES SHALL BE MADE IMMEDIA TEL Y. 2 EA. DEDICA7FD FIRE HYDRANT J. NO DISTURBED AREA WILL BE DENUDED FOR MORE THAN 30 CALENDAR DAYS. EA. 4. ALL EROSION AND SIL TA TION MEASURES ARE TO BE PLACED PRIOR TO OR AS 52 THE FIRST STEP IN GRADING. 6" PVC SAN. CONNEC77ON 5. ALL STORM AND SANITARY SEWER LINES NOT IN STREETS ARE TO BE MULCHED L.F. AND SEEDED IMMEDIA TEL Y AFTER BACKFILLING. NO MORE THAN 500 FEET OF 1 TRENCH TO BE OPEN AT ONE TIME. MANHOLE VER77CAL 6. ELECTRIC POWER, TELEPHONE AND GAS SUPPLY TRENCHES ARE TO BE VF COMPACTED, SEEDED, AND MULCHED IMMEDIA TFL Y AFTER BACKFILL. NO 1 MORE THAN 500 FEET OF TRENCH TO BE OPEN AT ONE TIME. PUMP STA77ON 7. ALL TEMPORARY EARTH BERMS, DIVERSIONS AND SILT DAMS ARE TO BE EA. MULCHED AND SEEDED FOR VEGETA TI VE COVER IMMEDIA TEL Y. .STRA W OR HA Y HC MULCH IS REQUIRED. THE SAME APPLIES TO ALL SOIL STOCKPILES. N07E:. THE FOLLOWING QUANTITIES HAVE BEEN PROVIDED AS A REQUIREMENT OF ALBEMARLE COUNTY AND ARE NOT AS REQUIREMENT OF THE CONTRACT DOCUMENTS. REFER TO PLAN VIEWS AND PROFILE VIEWS FOR QUANTITIES. APPROX/MA TE MA TERIAL QUA N7777ES WA TER LINE 8" PVC WNL 943 L.F. 6" PVC W/L 92 L.F. 4" PVC WNL 78 L.F. 8" x 6" 7EE 3 EA. 8" x 6" REDUCER 1 EA. 8" GATE VALVE 1 EA, 8" 45' BEND 2 EA. 6" x 4" 7EE 1 EA. 6" GA 7E VALVE 3 EA. 4" 45" BEND 2 EA. 4" 90' BEND 1 EA. ME7ER BOX 1 EA. 8" x 12" TAPPING SLEEVE 1 EA. AND VALVE DEMOLITION OF EXISTING PAVEMENT 6" DETECTOR CHECK 1 EA. WITH SIAMESE CONNEC77ON FIRE LANE MARKING VALVE ASSEMBLY FIRE HYDRANT 2 EA. DEDICA7FD FIRE HYDRANT 1 EA. SANITARY SEKER 8" PVC SAN. SEWER 52 L.F. 6" PVC SAN. CONNEC77ON 390 L.F. MANHOLE 1 EA. MANHOLE VER77CAL 9 VF GREASE TRAP 1 EA. PUMP STA77ON 1 EA. NOTE. • QUAN7777ES ARE APPROXIMATE ONLY. HC BIDDERS ARE RESPONSIBLE FOR THEIR OWN TAKEOFFS T C TOP OF GROUND COMPAC77ON PER SPECIFICA 77ONS 4, GUTTER PAN PAINTED PER VDOT SPECS 18 4" PAINTED V/ STRIPE r3' CONCRETE WHEEL STOP SIDEWALK EDGE OF PAVEMENT -� �- EXPOSED AGGREGATE SIGN LOCATION RAMPS 12:1 MAX. SLOPE TYPICAL PARKING SPACES FOR THE DISABLED 7-1/2•' ANCHOR WITH 5/8'J REBAR IMBEDDED I) 6'-0" LENGTH 24" IN GROUND PRECAST WHEEL STOP NO SCALE (PRECAST CONCRETE WHEEL STOPS SHALL CONFORM TO VDOT REQUIREMENTS) 4" TOP OF CURB 2" R 6» . ' 4" MIN. STANDARD VDOT CG -6 CURB & GU T TER NO SCALE TOP OF CURB 4 CONCRETE SHALL BE A3 IF CAST IN PLACE, • ' 4,000 PSI IF PRECAST. 15" R=2" 4" Min. o a�d°°00U�U� o t� o80 0 o�0090O �6» 12» CONTINUE STONE BASE FF'OM ADJACENT PAVEMENT SEC7701V UNDER CURB ,CG -2 "EXTRUDED " CURB WITH REAR FOOTER NO SCALE LEGEND A I B iC I D EXISTING STORM SEWER -X-X- CHAIN LINK FENCE G STORM SEWER 4' EXISTING SANITARY SEWER 1 DROP INLET & STRUCTURE NO. 35-5/8' SANITARY SEWER 96" VDOT STD. CG -6 - - - W - - EXISTING WATER LINE 6" VDOT STD. CG -2 84" WATER LINE :; .' i'-• , " `•; EXISTING CONCRETE PAVEMENT 96" VAL VE 26" EXISTING ASPHAL T PA VEMENT 8" TEE 84' EXISTING GRAVEL PAVEMENT 25" FIRE HYDRANT COMPLETE TO -`(INCLUDE 132" 27" ALL NECESSARY DEMOLITION OF EXISTING PAVEMENT VALVES, BENDS, AND PIPING) ..;... . CONCRETE PAVEMENT FIRE LANE MARKING VALVE ASSEMBLY ASPHAL T PA VEMENT FL FIRE LANE SIGN 6" EC -2 LINED DITCH EXISTING L/GHTPOLE EXISTING TREELINE 4. L/GHTPOLES LIMITS OF CLEARING -� EXISTING SIGN SS STOP SIGN - - -200- - EXISTING CONTOUR ` 00 CONTOUR HC PARKING SIGN FOR THE DISABLED T C HV VAN ACCESSIBLE PARKING 95.32 SPOT ELEVATION Nc �O�ZC) LXLj --, cn Om SIGN FOR THE DISABLED -0� B1 APPROXIMATE BORING LOCATION NP NO PARKING SIGN NUMBER & DESCRIPTION �•„_ BENCHMARK DQ DANGER QUICKSAND 1 R= 1/4" ` .. 1.5 SU -2A ASPHALT CONCRETE • . TOOLED CONTROL JOINT 3" BM -2 ASPHALT CONCRETE 'e 6" COMPACTED VDOT 21-3 CRUSHED STONE EXPANSION JOINT EACH 30' / / / / .� MIN. WITH PREMOLDED /YO�\�\���\���\���\���\��� COMPACTED SUBGRADE 4 TYPE A-3 CONC. EXPANSION FILLER CONC. WALK HEA VY DU TY A SPHAL T PA YEMEN T SEC TION . • • tel•. /: : .� ' •�;e: A. • e•. ..•: • y .. +: • : e: �:, \ •'::�` •77 :. `* . .• .:`... .; ENTRANCE ROAD AN jN j�� j�� j��/�� j PARKING L 0 T DRl i/E A/SEES) i�"ell e I I NO SCALE PREPARED SUBGRADE :::::::: DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS SIDEWALK AND EXTERIOR CONCRETE SLAB ON GRADE DETAIL NO SCALE 7" VDOT #57,168, OR #78 STONE BASE 6" 21-A AGGREGATE STONE GUTTER TOR BE %%���% �-- CHECKED BY VDOT S! IBGRA,DE PRIOR TO PAVING - AND/OR BACKFILLING. GRA VEL SEC TION NO SCALE DENOTES GRAVEL PAVEMENT ON PLANS 8. DURING CONSTRUCTION, ALL STORM SEWER INLETS WILL BE PROTECTED BY THOROUGHLY COMPAC7ED SILT TRAPS, MAINTAINED AND MODIFIED AS REQUIRED BY CON.STRUC77ON FILL SHALL BE FREE PROGRESS OF CLODS AND DEBRIS TOP OF PIPE 9. ANY DISTURBED AREA NOT PAVED, SODDED OR BUILT UPON BY Y NOVEMBER 1st DIAMETER OF PIPE o STONE BEDDING AND - BACKFILL MATERIAL IS TO BE SEEDED ON THA T DA TE WI TH OUTS, ABRUZZI OR EQUI VALENT AND MULCHED WITH HAY OR STRAW MULCH. MODIFY, AS APPLICABLE, DEPENDING 4" O ON PROPOSED TIME OF CONSTRUCTION. N07E: INSURE THE STONE IS : • 10. CERTAIN EROSION CONTROL METHODS AND/OR PROCEDURES SPECIFIED ON NOTE. SEWER LINE EXCAVATED TO TRENCH WIDTH PROPERLY COMPACTED, ESPIECIALLY THESE PLANS MA Y BE A T VARIANCE TO 774E GENERAL CRI TERMPRO VISIONS DEP7HS IN EXCESS OF 14 FEET SHALL PER SPECS UNDER THE HAUNCHES OFE PIPE. OF THE EROSION CONTROL ORDINANCE. BY INCLUSION /N THIS PLAN, THE HAVE STONE BEDDING AND BACKFILL ENGINEER HAS DETERMINED THAT 774E METHODS SHOWN ARE ADORE EFFEC77VE MATERIAL TO A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE. THAN 7HE GENERAL CRITERIA. PVC DETAIL 11. IF; DURING CONSTRUCTION, ADD177ONAL EROSION -CONTROL DEVICES ARE FOUND SANITARY SEWER BEDDING AND BACKFILL _ NECESSARY, THEY SHALL BE INSTALLED AS DIRECTED BY THE CONSTRUC77ON DETAIL FOR PLASTIC PIPE ENGINEER FOR ALBEMARLE COUNTY. NO SCALE ..- - . . . a j -' -, > .�..e.ffi..s ... - ", " - _...a -moi_.:• -i..:_..:- _:.,..a �._".•e':,,s . .. ,. ,' _i' L i `-7777 4 '''` -_t"' a M1 VDOT #5 STONE FIL IFR FA B1 WRAP MIRA/ 14ON OR EQUIVALENT 6" DIA. PERFOR, CORRUGATED Ph UNDERDRAIN DETAIL NO SCALE NO SCALE OVERLAP FABRIC 8" MIN. EXIS77NG GRADE 4" REMOVABLE THREADED PLUG 2' SQ. X 4" INK. CONCRETE SLAB THREADED FITTING (IF NOT IN PVMT.) 4" Dl PIPE PLUG AT END OF LINE CLEANOUT DETAIL NO SCALE 00TI� 1. CONCRETE 'TO BE MINIMUM 4000 PSI 2. ALL CORNEJRS TO HAVE REBAR LAPPED 32 DIAMETERS J. LIFT HOOKS IN BASE FOR HANDLING AND SET77NG 4. LIFT INSERTS IN TOP SLAB FOR HANDLING AND SET77NG PIPE SIZE A I B iC I D E F B-1 I C-1 G H 4' 72" 84' 12'0' 35-5/8' 48-3/8' 16-1/2' 96" 132' 24-1/2" 34-3/8" 6" 72" 84" 120" 27-1/2" 56-1/2' 17-1/2" 96" 132' 26" 36-1/2' 8" 72" 84' 120" 25" 1 59" 18-1/2" 96" 132" 27" 35" GRAVITY BLOW OR A SUMP PUMP IS ACCEPTABLE. VALVE ASSEMBLY 4" 90' BEND ir.�..rr■■o■■n n■on m■■■■■■ ■rrr■u■:■■ uuuuo uo■o ■. i■�� ■.■■.r:ry■o:C:CCCi :ee•e_eeeeen:e�e:�e: SO" 80" 96" 144" 26-1/2" 69-1/2" 20" 108" 156" 29" 37-1/2" f TOP DETAIL PA VEMENT SECTION ABOVE IS AS RECOMMEND_ ED BY PROFESSIONAL SERVICE INDUSTRIES, INC. IN A SOILS REPORT DATED DECEMBER 15, 1999. 4X4 6/6 WOVEN WIRE FABRIC 2» } 5" CLASS A-3 PORTLAND CEMENT CONCRETE 5" COMPACTED VDOT 21-B CRUSHED STONE SUBGRADE LOADING AREA SECTION NO SCALE v DENOTES CONCRETE PAVEMENT ON PLANS •D D I B E 8x8' OPENING FOR DRY WELL PLAN VIEW (TOP REMOVED) BG'LCO JD-2AL 48"x48" DOOR TYPICAL 5-1/4" WATER VALVE BOX 5' 1" {4 REBAR ® 6" O.CE.W. .4 SPECIFICATIONS REQUIRED (MAIN LINE SIZE)" X 4" TEE EXT. COA77NG 1. C _ A) VALVE PIT LINK -SEAL 1. PRECAST CONCRETE VAULTS WILL BE DRAWING NUMBER DDW-1PC OUTSIDE STEM & 1" - 3" F. AS MANFAiCTURED BY VIRGINIA PRECAST CORPORATION OR EQUAL. YOKE GATE VALVE 18" Min. CLEARANCE 2. THE VAUL T SHALL BE WATERTIGHT. THE VAULT SHALL BE COATED :E' A J. ON THE OUTSIDE FACE WITH A MAS77C OR BITUMINOUS COA77NC EXTERNAL BI T'UMAS77C BLACK WATER -PROOFING SOLU77ON COA77NG KOR-N-SEAL PIPE -TO -VAULT FLEXIBLE CONNEC77ON V/ 0 00 00 F- U LL 0 w U o ,o M cV W wN ZLU z C� m 0 �� �- ZD Z LU w LO w C) Q>,n LU Uj W _ Z L0 �w-0� v =Z2:w 0:E U 0 LU V) ae0LUn U ova < Q -U �F, e..rw..o � J r4. LJ p STEPHEN D. HOSTETIER 'Z U No. 24812 vd s10 AL E 77 TO PREVENT INFILTRATION. 6 K t. �� 1�2� r 8x8' OPENING FOR DRY WELL J. 774E VAULT WILL CONTAIN POS177VE DRAINAGE. A SUMP WITH DOUBLE CHECK 4 CHECK VALVE Min GRAVITY BLOW OR A SUMP PUMP IS ACCEPTABLE. VALVE ASSEMBLY 4" 90' BEND 6" LIFTING HOOK 4. PIPE PENE7RA77ONS SHALL BE SEALED WITH "LINK -SEALS", A 12" Mln. , F ` WATERPROOF MASTIC COATING OR EQUAL.A CLEARANCE OF "-3" tL__ 0 p o N 0} 0 Z N Z m> .:�,,.:_��..,;: ��• Nc �O�ZC) LXLj --, cn Om 0 w= WC-4�m 0Mad'Nocn0�vi 1 SHALL BE PROVIDED AROUND THE PIPE WHERE THE FIRE UNE EN7E:RS AND EXI7S THE PIT. BYPASS LINE W/ DETECTOR 6' B) VALVING METER & BACKFLOW 14 REBAR ® 6" O.C.E. W. 1. THE DOUBILE DETECTOR CHECK VALVE/BACKFLOW PREVEN7ER SHALL PREVENTER PLAN VIEW 2 1/2" 774READED SIAMESE AL TERNA TE DETAIL BE A WATTS NO. 709 DDC OR EQUAL SURROUNDED BY AN OS&Y CONNEC77ON FOR FIRE GATE VALVE ON BOTH THE INLET AND OUTLET SIDE OF THE ASSEMBLY. JD-2AL 4X4' BILCO DOOR, OR DEPARTMENT W/AUTOMATIC BAIL DRIP (4" & LARGER) UNIFLANGE (TWO HOLE TO WALL) 2. PIPE STANDS SUCH AS CONCRETE OR FABRICATED METAL SHALL AS MANUFACTURED BY VA. RANGE 18"-42" W/ BE PROVIDED TO SUPPORT THE EN77RE ASSEMBLY. METAL PIPE SPRINKLER COMPANY, HYDRO TAP SEAMLESS COVER SLEEVE STANDS SHALL BE GALVANIZED OR BE COATED WITH AN SERVICE, INC., OR APPROVED EOUAL. AVE. OF 24" MEN7TRCA17ON PLATE VARIES ACCEP77BLE PAINT TO PREVENT RUST. D) 7ES77NG / ST -1 (TLP.) N / I. THE U77LITY DEPARTMENT'S INSPECTOR WILL TEST UP TO THE OS&Y OUTSIDE STEM &� GATE VALVE LOCATED ON THE INLET SIDE OF THE DOUBLE DE7ECTOR `� YOKE GATE VALVE 10'm/n' CHECK ASSEMBLY. p o U DOUBLE CHECK Fully Open EXTERIOR MASTIC o o V '-+ ANCHOR ROD W/BITUMINOUS 2. THE FIRE DEPARTMENT WILL TEST FROM THE OS&Y GATE VALVE Ni VALVE ASSEMBLY OR BITUMINOUS �' '• COATING PER NEPA 24 7YP ( ) LOCATED ON THE INLET SIDE OF THE DOUBLE DETECTOR CHECK �b 16"? COATING �•• :: ASSEMBLY TO THE BUILDING INCLUDING THE SPRINKLER SYSTEM. 3. THE OWNER IS RESPONSIBLE FOR HAVING THE DOUBLE DETECTOR LINK -SEAL CHECK ASSEMBLY TESTED BY AN APPROVED ]ESTER PRIOR TO SERVICE BEING AUTHORIZED TO THE BUILDING. TESTS ON THE FLOW FLOW DOUBLE DETECTOR CHECK ASSEMBLY WILL BE CONDUCTED ON AN ONGOING BASIS ANNUALLY BY A CER77FIED TESTER APPROVED BY THE CROSS CONNEC77ON CONTROL AND BACKFLOW PREVENTION OFT7CESUPPORTS N,c OF THE CHESTERFIELD COUNTY U77LI77ES DEPARTMENT. THE 1" - J. RESULT'S OF THE TEST WILL BE SENT TO 774E BACKFLOW PREVENTION CLEARANCE CONCRETE THRUST BLOCK OFFICE AND FORWARDED TO THE PROPER DEPARTMENTS BYPASS UNE KITH BALL DRIP ON FIRE SERVICE DETAIL PER NFPA 24 DETECTOR METER CHECK VALVE & BACKFLOW OUTSIDE STEM &2' P.V.C. DRAIN TO PREVENTER YOKE GATE VALVE STORM SEWER . EXTERNAL BI T'UMAS77C BLACK WATER -PROOFING SOLU77ON COA77NG KOR-N-SEAL PIPE -TO -VAULT FLEXIBLE CONNEC77ON V/ 0 00 00 F- U LL 0 w U o ,o M cV W wN ZLU z C� m 0 �� �- ZD Z LU w LO w C) Q>,n LU Uj W _ Z L0 �w-0� v =Z2:w 0:E U 0 LU V) ae0LUn U ova < Q -U �F, e..rw..o � J r4. LJ p STEPHEN D. HOSTETIER 'Z U No. 24812 vd s10 AL E 77 NOTES AND DETAILS v •1 6 t. ;7L r 0. 0 p o N 0} 0 Z N Z m> mLU o W W� Nc �O�ZC) LXLj --, cn Om 0 w= WC-4�m 0Mad'Nocn0�vi NOTES AND DETAILS v •1 _ _.. __ .__ ... - -- -- _ _ w _. - - x \64 ' \ RSTA� \+ II�1 ��MI1f;j) ACES �� -OF •44 016 :•74 G_ IALB E LEI -,CHIAR/OTTESVILLE------� ��_�-- ` I R ION14L /Ai �U�TY 1 31A7X658__ _ rBPOK X PAROELI NO.! 7Ti1A\ \ \ / - DeEDLB O,k /12f60/ PAGE 698 \ L• \ \ BLUE GE JU VEN 25' FRONT / '.e I I / / �. �/ ` i ♦ / / /,� % �' i\ \ °�j, \ DETENTlO COMMI ON � SETBACK / / / / /� ' l l� f ♦\ \ \ f D BOOK 25 GE J7 / / / l.. ,� / III ♦ \ TAX CEL 6M(1)-19 \ \ \` , , l / r I �t I I ♦ ♦ �\ \ \ PLAT - DE BO 102 PAGE 72- �`'�� Sr'�MBASIN AR L 9 �� ��/� /� :.•\• I I /' )—`—:___/;:' / MILL CREEK INDUSTRIAL rn. ��Rl LAND TRUST`�� \+� / — / / ♦!I /�- rr'�► \— \ / /' ; ' / DEED BOOK 937 PAGE 199 Y�� \. +� / — / ♦ ♦ / /'I "' .ti �� TAX PARCEL NO.. 76M(1)-17 G : • : ::: �:. `\ \ ` II / , _' — �/ /� �f PLA T - DEED BOOK 1342 PAGE 2 REVISED PARCEL 8 �� �� x / / ♦ EXIS77Ij ZONED: PUD (Ll SERVICES! / 1 `� . �I I fALBEMARL411, '�' I / OTTESVILL ♦ // +/ ,� / / / NOW / 4' + / JAILOF MON ♦ ` +/ /Q EL 41 ' - Ar AWF.F. =488.0 o / / `� ,/ / / /30' PRI VA TE ► I �j+ `�\ `az ♦ 3 + / / / SEWER EASEMENT I �i / • \::: \ \ �\ �Q� ♦ / / +/ /; ' /+ , RETAINING`,,` WALL PA VEMENT WIDENING + BLUE MC/ndPk-3-1 \ 15' SIDE / s� \ "f ///' a I NI I 'O D I OlV / / SETBA CK / , 9�� // : ; y ; ': / / 7 MILL CREEK INDUSTRIAL I LAND TRUSTILII' *41 c� DEED BOOK 937 PAGE 9 / /t r� I _486 \ / / ` ♦ \ ` `�� o . ' „- // , ! COMMONWEALTH OF VIRGINIA I.TAX PARCEL NO.: 76M ' —20 / ,- 1 i / f ♦ r i !� / DEED BOOK 481 PAGE 139 � 218.64 BDG TO P/L ,/ J / � :: • ' /r`. __ ; ' ,// . / . / I PLAT -DEED BOOK 134 PAGE 238 / // X i / % `" \ �';'/, ! / / Q TAX PARCEL NO.: 77 -E -1-1B I REVISED PARC ,� 10 //- i ��� / / / / ♦ \A� , / ; j / PLAT - DEED BOOK 458 PAGE 141 & I — ZONED: PUD (LI VICES) / / t I X / \ \ , / \ ✓ / / / N \ \ : . " ; ; , ! / DEED BOOK 853 PAGE 327 *41 411 \r%,- + - CLOSE EXISTING ! •, 67. BLD // m ♦ : �" /// PHA T'/O / ` ' / % ; ` ENTRANCE I ITO / EXPANSS �I / / ♦ TnP n� PAIAITF FLANGE ! / t I 1 / . �D . LA.. _ p \ � OL T ON F/RE HYDRANT j / , - ! ` V=542.27 + :_ NA770NAL GUARD '- I20 ARMORY NA.. / / 60 GRADING • �/ ;, ' SETBACK Sic EASEMENT - i / / if Earnvc ntiarE DROP = ONLY I THOMAS C. JORGENS �XEPARCEL NO.: K 1301 76M 1AGE 2-12 0 1.10 <) / �--X / /� ` CLOSL� XISMG PLAT - DEED BOOK 1102 PAGE 72 ..gy,�„\ , �y ,; ' ENTRANCE PARCEL 11 4-YoNi, ZONED: PUD (Ll SERVICES) b/ ��j / 3 r ♦ ` ! //✓ \ \ ri LAKESIDE ASSOCIATES 11 \ \` LIMITED PARTNERSHIP \ COMMONWEALTH OF VIRGINIA DEED BOOK 532 PAGE 194 X,% Q ' / / DEED BOOK 1536 PAGE 176 \ rA,TAX PARCEL NO.: 77-118 ® /;'/ �� TAX MAP NO.: 77-46 \ °� �s�• 48S„ / 'PLAT - DEED BOOK 502 PAGE 274 /' / / / I PLAT - DEED BOOK 1381 THE BARTLETT REALTY COMPANY, INCORPORA TL; \ A �° d �Op,,, �W / ZONED: R 1, USE. ARMORY / %"���` % PAGE 128 \ \ DEED BOOK 1105 PAGE 590 a TAX PARCEL NO.: 76M(1)-22 Q Q� ./ PLAT - DEED BOOK 1102 PAGE 722 / \ \ PARCEL 12 � Q y`' � . /' • /� � 'C / ZONED: PUD (LI SERVICES) RALPH E. MAIN, JR. / T /, TRUSTEE OF THE CANVASBACK LAND TRUST DEED BOOK 1516 PAGE 229 / TAX PARCEL NO.: 76M(1)-23 PLAT - DEED BOOK 1102 PAGE 722 j;' PARCEL 13 \ // ZONED: PUD (LI SERV/CES) / VALLEY OF VIRGINIA COOPERA T/ VE MILK PRODUCERS ASSOCIATION' ' DEED BOOK 1066 PAGE 406 \ TAX ID NO.: 77-11 D2 / PLA T - DEED BOOK 1066 PAGE 408 / ZONED: PUD L/ SERVICES 490, / /Av _ 19912, 7"7-7:7 75777777777777 N J ~ 9a� Ll �So U�p �4W V 0) O 00 00 r U W O C/) U_ >WCII) 0,0 W >CMV ZC/) 7- Z ui 0 V)-LLJ z 0 m� � Oe CD 0 uto Itj( �WLU ZOo CX �ZI =ZZwz 0�� N Q L O ZJZ oUco QwCL — U 10 a- - �r l p NPUN D. HOSTETLER Z ssl0 AL E�' z o 0 0 o zm� Cn cV Z C Lu in W ce 0 Lo 0 "t LLI CN U M 12� N to to ,.._ ,.,. GRAPHIC SCALE OVERALL/KEY 60 0 30 60 120 240 PLAN I I I I I 1 1141 ( IN FEET ) 1 inch = 60 fL rr m j'w LY o o Lu— Lw z o 0 0 o zm� Cn cV Z C Lu in W ce 0 Lo 0 "t LLI CN U M 12� N to to ,.._ ,.,. GRAPHIC SCALE OVERALL/KEY 60 0 30 60 120 240 PLAN I I I I I 1 1141 ( IN FEET ) 1 inch = 60 fL FOR ALL BENDS 7 ••••7 0%0 C)e cy) < be W(y) V) > N < z Lu o cie (D a TEE MN 7 7 LU LIJ I. -Z W 0 2500 P.S.I. CONCRETE w5s TRIENCH 70 X',qg' ANCHACCOMMOR ODATE IF REQUIRED. BEDDING AS REQUIRED SEC710N 1-- SECTION 2-2 pIP17 "REE 13117ND DIMENSIONS ^ VOL. TEE AND PLUGS VOL. SIZEiQF (FEET) CU. YD. s (FEET) CLI.YD -T SEND L H T L H T 90 i 2.5D 2.50 3.01 0.24 45 2.00 2�25 2.60 C,15 1 4" & 6' q 2.00 22.25 2.50 0.15 i 22 1/2 1 1.50 2.00 2.52 0.10 11 1/4 1 1.50 2-00 12.50 0.10 90 i 3,66 1 3.16 3,21 0.48 a. 145 266 1 2,66 2.77 0.26 22 1 /2 1.66 1 2.15 2.69 013 36 2.91 2.66 0.32 1,Gs 2.16 2,67 0.13 L. 90 4.83 1 3.83 7.42 0.83 -4 10" & 12*1 45 -3.33 3.58 1 2-95 0-43 3,83 4.00 i 2.83 0.52 ? 0. 2 1 22 1/2 2.33 2.58 1 2�86 0,24 84 C) 18 4. 2-33 84 0.1 --1- -- 11 1 / - A 1. THRUST BI.00KS6 ARE REQUIRED )IMENEVER THE PIPELINE CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE, 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOIN T. 4. l! -4F CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF I ALL THRUST BLOCKS. CONCRETE THRUST 13LOCKS NTS .;IG. W-3 TD -14 '717:17 7777 -'77 7 77 7 �7' 7'��7.7 .77777 777 7 WA -10m GATE POST DETAIL NOTE; HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) YILLE THREADS WHICH IS Z -l\OR APPROVED EQUAL THE LOCAL STANDARD. _P�LENGTHI OF BRANCH VARIES r VALVE 'o L Ni 7 ••••7 0%0 C)e cy) < be W(y) V) > N < z Lu o cie (D a TEE . 7-. 7 7 LU LIJ I. -Z W 0 2500 P.S.I. CONCRETE = 7- Z v) `l Al ASE AND THRUST 0:�E (/) 3::;F I < U -J EL U BLOCK AGAINST UNDISTUR3ED STABLE SVL. STEEL PILE 3/4' THREADED RODS TO MEN THE SOIL IS DISTURBED OR W1 EN MAIN IN ALL INSTALLAIIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO 7HE HYDRANT PATH 2-3/4* OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE * 1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ') 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AN() VALVE BOX. 4. THE GATE VALVE 13 ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN 7HE DITCH. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD -17 •77 •T 7 ••••7 0%0 C)e cy) < be W(y) V) > N < z Lu o cie (D a 7 . 7-. 7 7 LU LIJ I. -Z W 0 _j C) m Z ", m = 7- Z v) o'.q. U 3 7- 7- I LLJ < �- cv- :z 0E; 0:�E (/) 3::;F I < U -J EL U g c) NC) W 00 -A ic -Z7 7r AWAY A WA Y TO SHOW ANCLF IRON NO SCALE PLACED AT ENTRANCE TO DUMPSTER ENCLOSURE REFER TO PLAN VIEW DUMPS TER ENCLOSURE DETAIL NO SCALE IDENTIFY SPACES BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SECURE SIGN ON STEEL POST 1-112- Or PAINTED BLACK SET IN MIN. 2' OF CONCRETE. PARKING SIGNS FOR THE DISABLED NO SCALE 0) 0 00 00 �4k 0 LLJ "3 0 w CL C/) uj U 0%0 C)e cy) < be W(y) V) > N < z Lu o cie (D a Zi :3z 0 ca 0 V) M LU F- U�UC) U LU �bz > LQ < L0 L0 LU LIJ I. -Z W 0 _j C) m Z ", m = 7- Z v) o'.q. U 3 7- 7- I LLJ < �- cv- :z 0E; 0:�E (/) 3::;F I < U -J EL U g c) NC) W 00 6 z ce z >. Lu C) 0 C> z V) C14 z 0�: m Lu C:) 0 C14 co 0- z 0 Lu ce Ly 0 0 m -tt w C'4 U rn , w C'4 to MISC. DETAILS . rl� 7A*...O I o 3 777 7 7 777777=777"' 71 77 -".7777- 7 7 7 7 77 -77 -A -Z7 6 z ce z >. Lu C) 0 C> z V) C14 z 0�: m Lu C:) 0 C14 co 0- z 0 Lu ce Ly 0 0 m -tt w C'4 U rn , w C'4 to MISC. DETAILS . rl� 7A*...O I o 3 777 7 7 777777=777"' 71 77 -".7777- 7 7 7 7 77 -77 L C) to -imp, EROSM CONMOL SEQUENCE �,q r 00", "Vo N I : I X LOCA TIO 0 A 1, 1 " %, "i ,I i i 1. A PRE-CONS7RUCTION CONFEREhICE IS MANDATORY BEFORE ANY WORK IS 0) 1- Ili Fa/NE C\j x DONE AT THE S17E. 77 -IE CONTTACTOR IS RESPONSIBLE FOR ARRANGING V% "91 A MEETING WTH THE OWNER, ENGINEER AND COUNTY ENVIRONMENTAL L ENGINEER. HE SEDIMENT BASIN AND ASSOCii DIVERSION DIKES 2. PRIOR TO CLEARING THE SITE, T r EXISTING SHALL BE CONS 7RUC TED A S IND11CA TED ON SHEE T C2. J. ""'L ALBEMARLE hill J. MA IN IA IN CONSTRUCTION EN7RAMCE. I I , ; 0) L t7j , ____ v APPROXIM CHARLOTTESVILLE EX 61 IS EX. C UNI L0 0 ---------- EMS INDICATED AND DISPOSE OFF-SITE IN A LEGAL MANNER. co :11 REGIONAL JAIL OUT 4. MAINTAIN SILT FENCING AND TREE PROTECTION. ;r (2) EX. A 4 5. DEMOLISH ALL IT 'x 6. BEGIN BUILDING CONSTRUCTION. >< 7 X 0 RUC77ON INCLUDING STORM SEWER, U77LIRES, CURB AND GUTTER, x 7 COMPLETE SITEWORK CONST INLET AND OU7LET PRO7ECTION, MAT77NG AND TEMPORARY AND PERMANENT SEEDING FOR STABILIZATION. Ix TH - 1 AND DITCH. tK 8 DEWATER SEDIMENT BASIN PRIOR TO 7HE INSTALLA77ON OF E EG 7, EX. -900 INk 9. PLA CE PA VEMEN T GRATE INLET HA iN L TOP=5J6.5J' IFENCq j 10. AFTER COMPLETE STABILIZAT70N OF THE SITE, DEWA TER 7FA4PORARY SEDIMENT BASIN AND 15" RCP 1NV=5J1i.JJ' If V, 5.-� 6. CLEAN OUT ACCUMULATED SEDIMENT IN ORDER TO PROWDE FULL CAPACITY FOR THE SWM BASIN. v N. A ;X,. REFER TO SHEET C2.J FOR CONVERSION TO PERMANENT SWw BASIN. I "", 1, " A` EX� E AREA 11. PLACE TOPSOIL AND SLOPE STABILIZAT70N FABRIC. SEED AND MULCH ALL DENUDED AREAS. II V IV, v",." Ivo, V, L VIMENT CONTROL MEASURES UNTIL IV 12. DO NOT REMOVE EROSION & SE 1A 11 1% 11 1. -T-T cl3ii j HORIZED BY THE ALBEMARLE COUNTY E & S INSPECTOR. p I 7:i_ CL AUT N A------ If its IVA E 1 11 1 Vill T IF VI Vii 1, 1 -------------- - I � ------------- 1< _ENC Z' REMO VE �X. PEX. 0�iA IN T x�x Xil ---------- 4( - --- ------- 'W, --- ----------- Al �2 ,,-EX. FIREFIGHTING L �-7 7 TRAINING FACILITY f jll' If APPROX. LOCA 77ON EX. *0 7EMPORARY STOCKPIL :-717-/ w % RIC U T_ ---------------- DEFD jOOK,," P#Gk 269 EX jLA` LCO EX PAVED AREA t�u \1 f J\ ------------ ----------------------- EX GUARD RAIL If EX. Cmp (b' -4-; %oilid Ir"IlliAmo-Amm Id V I I IJW r Is 0 VTRFL 0 W N67_VL.- ------- E7 \PA VED A REA,_ ---------------- 7E, Iv L EX. RIP RA Z fT1 ` Y ORA D ES RIM TO SETA Fff EX. BA SIN —,T 7,1 COMR4CTOR TO N '0 x------------- If/ I , I I I ill I I " COAG7RUC770N. EX. IN V OF flit 24" CMP=4Jl.O' K11 - ----- - --- ---------------- ---- - --------- - f W ----------- -- -------------------------- EX TEL. P PED. j:. ;�j! V 'MNF--- i_�i--AREA REFER TO DWG. C32 FOR DEMOLMON lip VK t ---------- ---------------- EX. WIRE FENCE ------- n� -x, ------ ------ --- - ------- ----- ------ % -------- till L AM mm A= mw .... .. .... N -4` 3 lilt Ill, 1 :11 ----------- lilt Ili Jill till I,, i I! T I Jill EXISTING NA 77ONAL GUARD A ..RMI, OR Y EX. `!P�71i I Im fill fill lilt 111111 N 77 v I fill Hit CABLE "v, 4 It fill 11 fill Jill I 7 -- --- --- ---------- ... .. . lilt fill it - --------------- till Jill lift tic�� r V J foii f Wi ilil iiii iii; 1... EX, (2) TEL ji� APPROX. Loc?k Lill I" EX. 12" WA --------- -- A z EX. PN T --------------- ---- GAS POINT----,, EX. PN T > I$ Y" I . I IN GAS POINT CA I/ APPROX. LO EX. GAS LINE j j ----------- SA vt-- % Jill:: z. a_ INV=546.8 N A I 7 71 EX. PARKING mi BOLLARD iii, Jill Jill -WOODEN) 04 Jill Ili ;Iii tri i i !111 Jill .... .... (TYPICAL) iii lji� Jill Lr ------- ;it 1:i; fill -ii! ;ii!l 11i'l jin RIM INV IN =54 'Jill lilt' EX IRON GATE 0, INV Ouiii I I!!I ]fit EX PN T GA 5 ------------ -A 0 1,*;"\,: 0 7 ... fill fill IN6 V, If -------------- --- ---------- Ry 4' IN V=548.6 i lift till IYEI?S(i I IIIN 610 I \ RI, 0 EXISTI/I V"I'\ CL�AN Iii �E L 0, ill NQ 'TEkP., L,' .... .... I. . I PwEpsy 001) IV it v, 7 Q ir '10 \v \V %\ X \V % I, I %\ 0, ----------- 3 0, V", % Iii , V I, d), '55.T 6 �s =5 .4 OUT=550 0' A F- t �Aw W 4- 10 j _%N 7 0 z tg 7j 7Z 5, I. z 0 R CL =552.13' 00 N If c) '12z v V "RIM 'i 15 Rcp '7 0 -or" r J Oq?ki PE: "a4l � � � I � - Wi, Li p; E 55 m 00 co V) UJI U > 0"i C04) < cz LU V) C-) > C-4 < LLJ c5 Z (_D Z;7) 0 0 Q u.j 7- 05 > o U Lr) LLJ uj 7' W F_ LU — 0 z Z 0 m u 3 z LL1 0 :�E V) < De z _j 11'.— 0 = — 0 c < Lu EL 7= u 100 M s _p Arj -4- `7 GRAPHIC SCALE 40 0 20 40 so 160 1 �77 �:711777 777777_77= (:IN FEET I in6h 40 ft� < 0 it 4Z 7, 1, 7— Jill wil .,w go 0 7� 7,77,777 1 "7 77 -77 -------- 77-'1 IL .11 - ` - 7_� 777 7 * 7-7--_ — — 77`,'_7' �= 'I. 77 _7 -77: 7 77 7 7 7- 77-77777 7 .777 TH 0 nTIEN A HOSMa Z p --q No. 24812 4�1 IwAl 0 .. w >. uj 0 CD 0 �: 2: a r14 z CD m :�: w LJLj 0 N I`_ CL z 0 3: (A LIJ L) W CN w CN vi u� EXISTING CONDITION DEMOLITION AND PERIMETER EROSION CONTROL PLAN .. ..... J _ -77 77-7-7 777=7 , �.r., . . �77 . _ i - v - n—._ez..._ _�.s - r . t - 7 777 r e �.t__s3t EROS/ON CONTROL NARRA T/ VE fNualLCT 0E5CRIP710N GENERAL EROSION AND SEDIMENT CONTROL NOTES The purpose of this project is to provide a site plan for a juvenile ES -1: Unless otherwise indicated, construct and maintain all vegetative detenition facility. The project will consist of the construction of the building, ..�r and structural erosion and sediment control practices porkln4g lot, entrance road, utilities and improvements to Avon Street (Route 642). according to minimum standards and specifications of the Virginia The total disturbed area associated with this project is indicated on the drawings. Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. ADJACENT PROPERTY ES -2: Local authorities heaving jurisdiction will make a continuing review The site borders privately owned /and on the west. The property is and evaluation of the methods and effectiveness of the e. c. plan. bordered on the south and east by state property. The property is bordered on the north by Interstate 64. ES -3.• Place all erosion and sediment control measures prior to or as the first step in clearing, grading, or land disturbance. SOILS Rerfer to soils report prepared by PSI, Inc. for information about ES -4: Maintain a copy oK the approved erosion and sediment control plan site soils. on the site at all times. CRITICAL EROSION AREAS Early establishment and proper maintenance of perimeter controls ES -5: Prior to commencing loud—disturbing activities in areas other than indicated these (including, but limited to, will provide sedimentation control. Stabilize and maintain ditches and on plans not offsite borrow or waste arrea), submit a supplementary erosion control fill slopes throughout project construction to control erosion. plan to the Architect/Engineer for review and acceptance. EROSION AND SEDIMENT CONTROL MEASURES Unless otherwise indicated, all vegetative and structural erosion and ES -6: Provide additional erosion control measures necessary to prevent sediment control practices shall be constructed and maintained according erosion and sedimentation as determined by the local authority to minimum standards and specifications of the Virginia Erosion and having jurisdiction. Sediment Control Handbook. The minimum standards of the VCH shall be adhered to unless otherwise waived or approved by a variance by ES -7.• All disturbed areas shall drain to approved sediment control local authorities having jurisdiction. measures at all times during land—disturbing activities and during site development. STRUCTURAL PRACTICES ES -8: During dewatering operations, pump water into an 1. Storm Drain Inlet Protection — 3.07. approved filtering device. Stone filters shall be placed at the inlet of all drainage structures ars indicated on the plans. ES -9: Inspect all erosion control measures daily and after each runoff— producing rainfall event. Make any necessary repairs or cleanup to 2. (hut/et Protection — 3.18. maintain the effectiveness of the erosion control devices Ri ra shall be laced at the outlet of all pipes as indicated. Riorap P P P immediately. J. Silt Fence Barrier — 3.18. Silt fence sediment barriers shall be installed downslope of areas with minimal grades to filter sediment—laden runoff from sheet flow MINIMUM STANDARDS as indicated on the plans. MS -1: Apply permanent soil stabilization to denuded areas within seven days 4. Temporary Diversion Dike — 3.09. after final grade is reached on any portion of the site. Apply temporary Temporary diversion dikes shall be installed to direct flow into the soil stabilization within seven days to denuded areas that may not be perimeter sediment traps as indicated on the plans. at final grade but will remain dormant (undisturbed) for longer than 30 days. Apply permanent stabilization to areas that are to be left 5. _T emporary Sediment Basin — 3.14 dormant for more ithan one year. A sediment basin shall be installed at the bottom of the development MS -2: Stabilize or protect temporary soil stockpiles with sediment trapping airea in the locations indicated on the plans. measures. Provide temporary protection and permanent stabilization 6. Temporary Fill Diversion — 310. of all soil stockpiles on site as well as soil transported from the Temporary fill diversions shall be installed at the top of fill slopes project site. to divert water to the sediment basin. MS -3: Establish a permanent vegetative cover on denuded areas not otherwise 7. _Temporary Construction Entrance — J. permanently stabilized. Permanent vegetation shall not be considered A temporary construction entrance shall be provided at the location established until a ground cover is achieved that in the opinion of the indicated on the plans. It is imperative that this measure be Architect/Engineer, is uniform, mature enough to survive and will maintained throughout construction. inhibit erosion. 8. Temporary Slope Drain — 3.15. MS -4: Construct sediment basins and traps, perimeter dikes, sediment barriers Temporary slope drains shall be instal/ed at the top of fill slopes and other measures intended to trap sediment as a first step in any to collect water from the top to the bottom of the slop,,% land—disturbing activity and make these measures functional before upslope land disturbance or timbering takes place. MS -5: Apply stabilization measures to earthen structures such as dams, - VEGETATIVE PRACTICES dikes and diversions, immediately after installation. 1. _Topsoiling CTemporory Stockplle� 3 3 MS -6: Control surface runoff from disturbed areas that is comprised of flow Topsoil shall be stripped from areas to be graded and stockpiled from drainage areas greater than or equal to three acres to four later spreading. Stockpile locations shall be located onsite and accommodate the anticipated sediment loading from the land— shall be stabilized with temporary silt fence and vegetation. disturbing activity. The outfall device or system design shall take into account the total drainage area flowing through the disturbed area to 2. Temporary Seeding — 3.31 be served by the basin. AN denuded areas which will be left dormant for more than 30 days shall be seeded with fast germinating temporary vegetation MS -7.• Construct cut and fill slopes in a manner that will minimize erosion. immediately following grading of those areas. Selection of the Provide slopes that are found to be eroding excessively within one year seed mixture shall depend on the time of year it is applied. of permanent stabiliFzation with additional slope stabilizing measures until MANAGEMENT 5TRATE'G/ES the problem is corrected. 1. Provide sediment trapping measures as a first step in grading MS -8: Concentrated runoff shall not flow down cut or fill slopes unless and seed and mu/ch immediately following installation. contained within an adequate temporary or permanent channel, flume or slope drain structure. 2. Provide temporary seeding or other stabilization immediately after grcding. MS -9: Whenever water seeps from a slope face, provide adequate drainage or other protection. J. Isolate trenching for utilities and drainage from downstream conveyances in order to minimize perimeter controls. MS -10: Protect all storm sewer inlets that are made operable during construction so that sediment—laden water cannot enter the 4. All' erosion and sediment control practices shall be maintained conveyance system without first being filtered or otherwise treated until they are no longer required to comply with the contract to remove sediment. documents or state law. PERMANENT STABLE ZATION MS -11: Before stormwater conveyance channels are made operational, provide adequate outlet protection and any required temporary or permanent All non—paved areas disturbed by construction shall be stabilized with channel lining in both the conveyance channel and the receiving channel. permanent seeding immediately following finish grading. Seeding shall be in accordance with Std. & Spec. 3.32, PERMANENT SEEDING. Seed MS -12: When work in a live watercourse is performed, take precautions to type shall be as specified for "Minimum Care Lawns" and "General minimize encroachment, control sediment transport and stabilize the Slopes" un the Handbook. Mulch (straw or fiber) shall be used on all work area to the greatest extent possible during construction. Provide seeded surfaces. In all seeding operations seed, fertilizer and lime nonerodible material for the construction of causeways and cofferdams. shall be applied prior to mulching. Earthen fill may be used for these structures if armored by nonerodible MAtNT ANC1:1 e- "MLnimum S��ndg s" for additionot informati n). cover materials. All erosion and sediment control measures shall be checked daily and after each MS -13: When a live watercourse must be crossed by construction vehicles run—off ,producing rainfall. The following items shall be checked in particular: more than twice in any six—month period, provide a temporary stream 1. Check the sediment traps to ensure effective operation. crossing constructed of nonerodible material. 2. Check the grave/ inlet protection for sediment buildup MS -14: Meet a// applicable federal, state and local regulations pertaining to which will prevent drainage. if the gravel is clogged by sediment, working in or crossing live watercourses. remove and clean, or replace. MS -15: Stabilize the bed and banks of a watercourse immediately following J. Check the silt fence barrier for undermining or deterioration after work in the watercourse is completed. of the fabric. Remove sediment when the level of sediment deposition reaches half way to the top of the barrier. 4. Check the seeding areas to ensure that a stand of grass is maintained. Fertilize and reseed as needed. 5. Establish temporary fill diversions at the top of fill slopes, as required, at the end of each working day. MINIMUM STANDARDS continued MS -16: Underground utility lines shall be Installed in accordance with these standards in addition to other applicable criteria: a. Open no more than 500 linear feet of trench at one time. b. Place excavated material on the uphill side of trenches. c. Filter effluent from dewatering operations or pass through an approved sediment trapping device, or both, and discharge in a manner that does not adversely affect flowing streams or offsite property. d. Accomplish restobilization in accordance with these regulations. e. Comply with all applicable safety regulations. MS -17.• Where construction vehicle access routes intersect paved public roads, make provisions to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a public road surface, clean the road thoroughly at the end of each day. Remove sediment from the roads by shoveling or sweeping and transport to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. MS -18: Remove all temporary erosion and sediment control measures within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local authority having jurisdiction. Permanently stabilize trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures to prevent further erosion and sedimentation. MS -19: Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24—hour duration in accordance with the following standards and criteria: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man—made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in the following manner: (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question. (2) Natural channels shall be analyzed by the use of a two—year frequency storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks. (3) All previously constructed man—made channels shall be analyzed by the use of a ten—year frequency storm to verify that stormwater will not overtop its banks and by the use of a two—year storm to demonstrate that stormwater will not cause erosion of channel bed or banks. (4) Pipes and storm sewer systems shall be analyzed by the use of c ten—year frequency storm to verify that stormwater will be contained within the pipe or system. c. if existing natural receiving channels or previously constructed man—made channels or pipes are not adequate, the applicant shall: (1) Improve the channels to a condition where a ten—year frequency storm will not overtop the banks and a two—year frequency storm will not cause erosion to the channel bed or banks, or (2) Improve the pipe or pipe system to a condition where the ten—year frequency storm is contained within the appurtenances, or (3) Develop a site design that will not cause the pre—development peak runoff rate from a two—year storm to increase when runoff outfalls into a natural channel or will not cause the pre—development peak runoff rate from a tern—year storm to increase when runoff outfalls into a man—made channel. (4) Provide a combination of channel improvement, stormwater detention/retention or other measures which is satisfactory to the plan approving authority to prevent downstream erosion. d. The applicant shall provide evidence of permission to make the impro ver:7en ts. e. All hydre'logic analyses shall be based on the existing watershed characteristics and the ultimate development condition of the subject project. f. If the applicant chooses an option that includes stormwater detention/ retention, he shall obtain approval from the locality of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel or detention facility. h. In applying these stormwater management criteria, individual lots in a residenti7l subdivision development shall not be considered to be separate development projects. Instead, the residential subdivision development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate subdivision development shall be used in all engineering calculations. i. Proposed commercial or industrial subdivisions shall apply these stormwater management criteria to the development as a whole. Hydrologic parameters that reflect the ultimate subdivision development shall be used in all engineering calculations. V/ M0 MW W r� U W O d W J+ U -0 N W WN V)` g U-1 C� Z O Z C� vi °° Ce rZ u., _ Y Un—cC��U JoLO wWX' ZC�Z^ 2ZZ-� 011 UC�QLZ Ni�— v Qw�ZUU oy co IT 1 77 p TEPHEN A HOSTEW U No. 24812 SI LI W W 0 0 0 o..o..Zm� U) C14 (08 co Z>. N F = N LLJ Q> W O ' O O> Q V' N ¢ 111 U rn d' N a N 2 Cn :77 .7. EROSION CONTROL NOTES n ..�r W W 0 0 0 o..o..Zm� U) C14 (08 co Z>. N F = N LLJ Q> W O ' O O> Q V' N ¢ 111 U rn d' N a N 2 Cn :77 .7. EROSION CONTROL NOTES 711 TOW T -.7. 7111� F _ _77� 111AITTM-,�, -�- � - � - - .-- f--- -, -, :- :,� 11 111� - ' 7, M �� � , 1� :7, -77, 7 1�7- 7 -77 1 - I � I � , - , � - - 11 - ---- 7 7 7 7 7-7 777 7� 7 7.7 7 777 7 77 777 - - 77 777 MUST EXTEND FULL WDTH 7RAP�TIW DEWCE OF INGRESS AND EGRESS OPERA 77ON PLAN VIE 41N. 41N. 1. SET 7HE STAKES. 6 MA X FLOW J. STAPLE F10rR MA7ERIAL TO STAKES AND EX7END I TINTO THE TRENCH. Z EXCAVATF A 4X4' TRENCH UPSLOPE ALONG 774E LINE OF S TA KES. FIL TERED WA 7ER ....... ........ V A. ......... 3.02 F D X SILT FENCE DROP INLET L=60' Iff TH GRATE INLET PROTEC77ON 3.07 Dop qz&22 OUTLET PROTECT70N 4' 4. BACKRLL AND COMPACT THE EXCAVATED SOIL. 1Z FLOW SECTION A -A SHEET FLOW INSTALLATI (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINA GEWA Y INSTALLA TI PA VED CONSTRUCTION ENTRANCE (QD) (FRONT ELEVA 770N) NO SCALE CONS TRUC TION OF A SILT FENCE (WI THOU T WIRE SUPPOR T) L___I L___J L__� NO SCALE 0 El El 1:1 E] I ED] El 'El D El STANDARD ORANGE WNYL OR PLASTIC CONSTRUCTION PENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR 774ICK PVC PLAS77C), AT NO TE. LEAST 40" ABOVE FINISH GRADE WIN SPAN BETWEEN SEDIMENT BASIN 1 WILL REMAIN IN PLACE UPON P TS NO GREA 7ER THA IV 6' ON CEIV 7ER. E VER Y NIN IN FINAL GRADING OF SITE. PLUG DEWATERING ORIFICE OS POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY AND UNPLUG ORIFICES REQUIRED FOR PERMANENT IDENTIFIES THE FENCE AS A TREE PROTECT70N FENCE. WATER QUALITY BASIN. REFER TO DETAIL. TREE PROTECTION FENCE BASIN CONS7RUC770N SHALL CONFORM TO THE REQUIREMENTS OF THE VIRGINIA EROSION AND SEDIMENT CON7ROL HANDBOOK (JRD ED., 1992). BASE BIDS ON DAM CUTOFF TRENCH EXTENDING 2' TOP OF DAY ELEV= 425.60� INTO NATURAL GROUND, FOLLOI4qNG DESIGN HIGH WATER 424.60-\ S7RIPPING OF TOPSOIL. NOTIFY OWNERS GEOTECHNICAL ENGINEER (25 -YR. STORY ELEV) 48 HOURS PRIOR TO EXCAVATION OF' CUTOFF' 7RENCH. 54" AN77-VORTEX CREST OF EMERGENCY DEVICE (H=17-) SPILL WAY ELE V 42J. ............................ .... L ... ...... .......................... ... .......... ...... .......... 6 7 C. Y 1A C, 8"'PERFORA. TED.,.<., ........... CRES T OF' R!SER "DR Y" S TORA GE ........... ........... ........ .......... ELEV 422.70 ............. ............. ................... 67 C. Y/AC ... ......... "WET" STORAGE ................. 6" DEWATERING ORIFICE ............... . .... ............... ..... R .............. .......... ... ... .................................................. ................. ELEV 420. J0 . . . . . . . . .... .......... ....... . . . . . . . . . . . . . . . . . . . . . . . ..... .. .. ... ..... .. SEDIMENT CLEANOUT ELEV= 418.60 24" CL N O-RING CONC PIPE (L= 95.0) ion To INV (IN)= 416.00 EXCA VA TF INV (OUT)= 413.00 ELEV = 416. 00 6- (MIN.) 18- (MIN.) 72" DIAMETER CONCRE7E BASE MAX AREA TO SEDIMENT BASIN 10.80 AC. (9DESIGN ELEVATIONS WH(ED EMERGENCY SPILL WA Y TEMPORARY SEDI/vIENT BASIN gil DETAIL NO SCALE 4j d25 2. 0' 2 0' EC -2 LINED EC -2 LINED CHANNEL ELEV= 42J. 70 CHANNEL s = 16Z n = 0. OJ FILL AT EN 7RANCE SPILL WA Y CHANNEL Q25= 12.40 cfs SLOPE (CREST) OF SPILL WA Y EMERGENCY SPILLWAY DETAIL FOR 6 (DOWNS7REAM WEW) WA 7ER 0 VERFL 0 W W TH SEDIMENT . ........ . R 0 VERFIL 0 W SEDIMENT MR MP 0 -*A* 111M 'Doi AM --- 2P TEMP ORA R Y SEDIMEN T BA SIN 100 -YR 421.19 Tor- 5' TEMPORARY DIVERSION DIKE NO SCALE (9 R 'y 241d.. VA, 9 P180 ta;ilk A R_* V, POSTS MIN. SIZE 4" SQUARE OR 5" ROUND. SET AT LEAST ' J INTO THE GROUND. BA FFL E NO SCALE RUNOFF R WA 7ER WRE SCREEN W7H FIL TERED WA 7ER ....... ........ V A. ......... 3.02 F D X SILT FENCE DROP INLET L=60' Iff TH GRATE INLET PROTEC77ON 3.07 MR MP 0 -*A* 111M 'Doi AM --- 2P TEMP ORA R Y SEDIMEN T BA SIN 100 -YR 421.19 Tor- 5' TEMPORARY DIVERSION DIKE NO SCALE (9 R 'y 241d.. VA, 9 P180 ta;ilk A R_* V, POSTS MIN. SIZE 4" SQUARE OR 5" ROUND. SET AT LEAST ' J INTO THE GROUND. BA FFL E NO SCALE RUNOFF R WA 7ER EROSION W7H L=70' SEDIMEN T WE NT. . ..: OVERFLOW rA F.. SEDIMENT -J WRE SCREEN 2"x4" WOOD STUD -------------- ------------ FIL 7ERED WA 7ER VCURB INLET ,--CURB INLET --------- ---- CONCRETE BLOCK WRE SCREEN GRAVEL SHALL BE VDOT JJ, #357 GRAVEL* FIL TER OR #5 COARSE AGGREGATE. BLOCK & GRA VEL CURB INLET SEDIMEN T FILTER CD NO SCALE PROVIDE CORRUGA TED METAL EARTHEN DIKE JNL PC" T EX7ENSION COLLAR COMPA C TED) PROTEC77ON RISER CRES T A ELEVA TION WATERPROOF SEA L SLOPE ORAIN CHART EROSION CONTROL LEGEND L=70' E D D= 21 CONSMUCRON ENTRANCE 3.02 F D X SILT FENCE J. 05 L=60' TSD5 INLET PROTEC77ON 3.07 Dop qz&22 OUTLET PROTECT70N J. 18 Db, DD 1111 pi` P, DIVERSION DIKE J. 09 D D .0381 TEMPORARY FILL DIVERSION 3.10 DT w>NK'Al� TEMPORARY SEDIMENT TRAP J 13 DsB <ajM�D TEMPORARY SEDIMENT BASIN J. 14 DTP 0 TEMPORARY TREE PR07ECTION (PLAS77C FENCE) .3.38-2 SD D - TEMPORARY SLOPE DRAIN 3.15 Ds rW PERMANENT SEEDING 3.32 *"VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICA 77ON NUMBER 5978 PROVIDE CORRUGA TED METAL EARTHEN DIKE JNL PC" T EX7ENSION COLLAR COMPA C TED) PROTEC77ON RISER CRES T A ELEVA TION WATERPROOF SEA L SLOPE ORAIN CHART TSD I D=. 18" L=70' TSD2 D= 21 L=64" TSDJ D= 18" L=65' TSD4 D= 18 L=60' TSD5 D= 12 L=99' TSD6 D= 18" L=83' TSD 7 D= 12" L=120' T SD8 D= JO L=4J' D+6" 24:1 PROVIDE OUTLET PR07ECTION STANDARD FLARED END SEC 77ON `K\ NK 'N* /N0 SEC77ON WEW N07F. SEDIMENT MAY BE CONTROLLED AT OUTLET IF UPLAND PONDING WiLL CREA7E PROBLEMS. EAR THEN DIKE (COMPACTED) 3-1 D+6 . . . ... >\ > SECTION A -A, TEMPORA R Y SL OPE DRA IN NO SCALE WA ir,'--"-R 0 UA L T Y EL E VA T1 ON 0 C CURS A T EL E V 418.2 0 WA TER QUALITY VOLUME 6J57 CU. FT A Q UA I/ c AQUA TIC BENCH HENCH i NO SCALE TEME2RARY FILL DIVERSION WATER QUALITY 9 0 5" 0. C. VER T C.E. W AN77 VORTEX DEWCE DESIGN NO SCALE HORIZ. 18 0 6- O.C. (4 BARS) J"`X3"XJ18"` L90L 7ED CONNEC77ON 2"x4" WOODEN CROSS BRACE 2 114- 7HREADED ROUND HEAS BOLTS & NUTS WTH WASHER 2"x4' WOODEN STAKE SLOPE ANCH WOODEI 2 x4 X4 2" WOODEN CROSS BRACE WASHER NUT 16" ROUND I BOL T T DETAIL AQUATIC PLANTIA!G PLAN� 1. RECONFIRM ELEVA77ONS OF AQUATIC BENCH ONE WEEK BEFORE PLAN77NG TO ENSURE PROPER ELEVA 770N. 7HE AQUATIC BENCH SHOULD BE BETWEEN ZERO AND 1. 0' BELOW THE NORMAL WATER SURFACE ELEVATION. 2. PLANT ALL AQUA 77C PLANTS BETWEEN APRIL I AND JUNE 15. J. PLANT THE BUTTON BUSH AND ALDER SHRUBS ALONG 774E AQUA71C BENCH IN GROUPS OF LIKE SPECIES CONSIS77NG OF APPROXIMATELY 2 TO 5 PLANTS. PLAN T THE SHRUBS A T A DEAISI TY OF APPROXIMA TEL Y 5. 0' FROM CEN TER TO CEN TER. 4. PRIOR TO PLANTING, RESPREAD BETWEEN J" AND 6" OF TOPSOIL IN THE AREAS TO BE PLANTED. IF INSUFFICIENT TOPSOIL EXISTS, PROVIDE WEILAND MULCH SUCH 7HAT THE COMBINED DEPTH OF TOPSOIL AND MULCH EQUALS 6" PLANTING ZONE BOTANICAL NAME POND VOLUME CALCULATIO"S *QUANTITY SIZE' AQUATIC BENCH Planfmeter scale: 1.00 ft/In CONTAINER Z Lu C) 0 0 LU Z CL, Elevation Planimeter Area Al+A2+sqr(AI*A2) Volume Volume Sum (f t) (sq,in) (acres) (acres) (c U.- f t) (cu.tt) ........................................................................ 416.00 1658.000 .0381 .0000 0 0 417.00 2445.900 .0562 .1404 2039 2039 418.00 4465.000 .102S .2345 3405 S444 419.00 5460.000 .1253 .3412 4954 10399 420.00 6512.000 .1495 .4117 5978 16377 421.00 7622.000 .1750 .4862 71060 23437 422.00 8799.006 .2020 .5650 8203 31640 423.00 10039.000 .2305 .6482 9412 41052 424.00 11318.000 .2S98 .7350 20672 S1724 425.00 12654. 000 .2905 .8251 11980 63704 426.00 14038.000 .3223 .9187 13.340 77044 Elevations With Areas Interpolated From The Closest Two Planimeter Readings Elevation Planimeter Area AI+A2+sqr(Al*A2) Volume Volume Sum (it) (sq. in) (acres) (acres) (cu.ft) (cu. f t) ------------------------------------------------------------------------ 418.20 .1069, .3141 912 63S7 WA ir,'--"-R 0 UA L T Y EL E VA T1 ON 0 C CURS A T EL E V 418.2 0 WA TER QUALITY VOLUME 6J57 CU. FT A Q UA I/ c AQUA TIC BENCH HENCH i NO SCALE TEME2RARY FILL DIVERSION WATER QUALITY 9 0 5" 0. C. VER T C.E. W AN77 VORTEX DEWCE DESIGN NO SCALE HORIZ. 18 0 6- O.C. (4 BARS) J"`X3"XJ18"` L90L 7ED CONNEC77ON 2"x4" WOODEN CROSS BRACE 2 114- 7HREADED ROUND HEAS BOLTS & NUTS WTH WASHER 2"x4' WOODEN STAKE SLOPE ANCH WOODEI 2 x4 X4 2" WOODEN CROSS BRACE WASHER NUT 16" ROUND I BOL T T DETAIL AQUATIC PLANTIA!G PLAN� 1. RECONFIRM ELEVA77ONS OF AQUATIC BENCH ONE WEEK BEFORE PLAN77NG TO ENSURE PROPER ELEVA 770N. 7HE AQUATIC BENCH SHOULD BE BETWEEN ZERO AND 1. 0' BELOW THE NORMAL WATER SURFACE ELEVATION. 2. PLANT ALL AQUA 77C PLANTS BETWEEN APRIL I AND JUNE 15. J. PLANT THE BUTTON BUSH AND ALDER SHRUBS ALONG 774E AQUA71C BENCH IN GROUPS OF LIKE SPECIES CONSIS77NG OF APPROXIMATELY 2 TO 5 PLANTS. PLAN T THE SHRUBS A T A DEAISI TY OF APPROXIMA TEL Y 5. 0' FROM CEN TER TO CEN TER. 4. PRIOR TO PLANTING, RESPREAD BETWEEN J" AND 6" OF TOPSOIL IN THE AREAS TO BE PLANTED. IF INSUFFICIENT TOPSOIL EXISTS, PROVIDE WEILAND MULCH SUCH 7HAT THE COMBINED DEPTH OF TOPSOIL AND MULCH EQUALS 6" PLANTING ZONE BOTANICAL NAME COMMONNAME *QUANTITY SIZE' AQUATIC BENCH PON TEDERIA CORDA TA PICKEREL WEED 31 CONTAINER Z Lu C) 0 0 LU Z CL, SAGITTARIA ARROW -HEAD .31 CONTAINER V) a: q CEPHALANTHUS OCCIDENTALIS BU TTON BUSH ji CON TA INER 0 ALNUS EHRHART ALDER 41 CONTAINER NO SCALE ELEV = 418.20--,� 418.20`1 6-,1 6:1 418.20 N 41Z4 A3. 41Z4 PRO WDE ADEQUA IF STRAPPING POLYETHYLENE CAP BOTTOM OF POND ELEV= 416.00 ELEV. = 422.20 S TORA4 WA TER MA NA GEMEN T BA SIN TYPICAL CROSS-SECTION NOT TO SCALE DEP 7H VA RIES A S TOP OF BASIN ELEV 426.00 REQUIRED FOR AN77- VORTEX DEVICE "DR r S TORA GE REFER TO DETAIL ON TA CK WELD PERFORA TED POL YE TH YLENE THIS DRA WNG 100 YR. WATER ELEV 421.40 26598 C.F. STORAGE DRAINAGE TUBING 8" . . . . . . . . 10 YR. WATER ELEV = 420.41 19112 C.F STORAGE 2 YR. WATER ELEV 4.9_0._09169j6*0.F--�7ToRA6E' N, ... . ... TOP OF RISER = 419.50 ELEV = 420.30 111 WE T CAP J6 " REINFORCED PERE PIPE IFERNCO-STYLE" COUPLING STORAGE --6" D. I. CONCRETE PIPE WATER QUALITY ELEV = 418.20 RIPRAP SCREW CAP,, DEWATERING ORIFICE 6" ' QUAN7777ES ARE APPROXIMA17F. CON7RACTOR IS TO ENSURE THE AQUA77C BENCH IS PROPERLY PLAN7FD TO THE COUNTY ENVIRONMENTAL ENGINEER'S APPROVAL. 8' DAM RrE__ST'7F E-MERGENC SPILLWAY 423.70 , 90 D. I. ELBOW W10RIFICE 24" CLASS O-RING CONCRETE SCHEL)ULE 40 STEEL STUB G CONCRETE RISER 1 -FOOT MINIMUM (PLUG DEWATERING ORIFICE A T CON VERSION TO PERMA MEN T BMP BA SIN) BOTTOM OF POND ELEV= 416.00 NOTE. WTV CONCRETE RISER (S81), USE PVC SCHEDULE 40 6 (ARN.) STUB FOR DEWATSRING ORIFICE L18- (A41N.) 72" DIAMETER CONCRETE BASE NO TE., CL MATERIAL SHALL BE USED ON SEDIMENT BASIN DAMS UNLESS OTHERWSE APPROVED BY THE OPOVER'S GEOTECHNICAL ENGINEER. BASIN DAMS SHALL BE COMPAC7E0 TO 95X MAXIMUM DENSITY NO STONE BEDDING SHALL BE USED ON BASIN OU7LET PIPES. 131 DRAINAGE TUBING SHALL COMPLY WIN ASTA4 F667 S TORM WA TER MA NA GEMEN I BA SIN DE TA IL AND AASHTO M294 NOT TO SCALE DEWA TERING SYSTEM FOR SEDIMENT BASINS NO SCALE L 915' .3.167. INV(OUT) 413.00 C/) LLJ > LU Ld 6. 0 z "n LUI (D -0 Cl) - z Z Lu C) 0 0 LU Z CL, F - W X z 0� z 0 0:� LU 0 ry F- V) a: q Z < W Cj_ Ld 0 L) U_A C/) LLJ > CIO -C> r- 'Cr4 0� LL, co U Z _j < LUI (D -0 Cl) - 0 C0 (D 0� Z Lu C) 0 0 LU Z CL, > to u) L0 "z% LU F- LLJ -0 yz Z Z - Z ;:T 0 0, 0211- z 0� z 0 0:� LU 0 ry F- V) a: q Z < W Cj_ 0 0 lo co 11 Lz= i�=j :ry- r= m4 LM > U_A 0 z 0 >- LU z 0 0 0 0 6 0 5: Z CN 0 LU U5 z C14 M �: W 00 >- 0 co CL Z 0 Z) NO co 0 EROSION CONTROL DETAILS AREA I \ og010 M O • 1 vi W f0 W Z = W n I=W K (7 v� W 19$ lal W I O I 1 S 0 < 1 0 a TREE SA VE TREE SA VE t AREA AREA I I li w I U li 1 > 1 tl 1 W > CM LLJ ,,Zr^� Q uj V O m — • I 1 i () I 1 = w Z Lu Lu 1LO Q , P� Wwzw� =Z" c w F- 11 = Z Z Z 0 ♦. 1 S e U C�w C„ _^ Z —Qi Z O p U 00 QW�—U •O�— EASEMENT_"'-, NOTES: 1. EACH OUTDOOR LUMINAIRE E00PPED WITH A LAMP 1 >""' 66 WHICH EMITS J,000 OR MORE' INITIAL LUMENS SHALL BE A FULL CUTOFF LUIM/NAIRE OR A I DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS • 1 / I ,t / 2. THE SPILLOVER OF LIGHTING FROM PARK/NG AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY I tl 1 • IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE—HAL.F (1/2) FOOT CANDLE. I J. FIRE LANE MARKINGS AND SIGNAGE SHALL BE IN I t ACCORDANCE WITH THE LA 7FS T ALBEMARLE COUNTY I 1 FIRE DEPARTMENT STANDARDS SIGN LOCATIONS 1 1 SHALL BE APPROVED BY THE ALBEMARLE COUNTY I 25,E-- / FIRE DEPARTMENT. t 4. ALL CURB RADII ARE 5 UNLESS OTHERWISE LABELED. AGRVDOT 6 STD. V�O� ST'D. I SETBACK FLUSH CG -2 VDOT ST'D. I 1 • 12' PER/METER SECURITY FEN C (EDGE RESTRAIN;) CG -6 1 , X X 18' 109+5? 42 :.. d • : . ' • . D9 -t 00 .:. a _ a a .: •; :::::. • I 1 6 SWING GATES _— �,•. �: 'd' •NFC♦ C �A d _ j-,-�•. I ' / .•d• " •' Qe • .•� a �' �_ d' _. .�— •. .• •a. IYLJ 10 L: • .: ��. 1 / -. xa., ani ,y�• �'''. 'Tm: �; �,-: � • t �,y I _ ff Q . ■' e u _ • 8 :l 'W L •� x6 9'E � '8��4CSA: / .. _,--. w .. _..,,:.., ,. _ S.t. •..-Y-.-,... .. >r. „:h.., ..,_ x w: ..t^ fe• .. .. wr/t <. 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