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HomeMy WebLinkAboutSDP200100045 Plan - Approved Stormwater Management Plan 2001-07-103251 S MINO A I • CT iIA-KLOTT S VILL-E VI-NGINIA 2 11 E- STANDAf�O /,0,F0 Z�7-0 ?0 -1?0 L,,Z C7 �7 M2 ZA 5101V CON71 Z Zf 6ZM2 PROPOSED W,47ZR- ZIMFSy'LIBOLS z RROR05Z0 SEWER ZINF SIZ7 FENCE. it 6 29 EX/ST/NG OWZ-11? ZIME CONSTRUCT/ONENTRANCE 743 / I�+ { EX/5T/NG SZ -Of -R ZINZ- OU7ZY-T PROTECT/ON—moo- EX/ST/NG CONTOURS 174001 RROR05E-9 CONTOURS 0 INLET RRO)Z-0710N06 -411FK 414VIOZE 0 EX/STING 5,4NI71 Z41177 OF CLEAR/NG d- OR491W RRoposz-o 5,41V17ARv MANHOLE Y CHECK DAM SITE fX1S71N0,0R41N40Z- STRUCTURE PR0100S'E0- ORAINNOF STRUCTURE Rivanna 5111ZZ-T 141412z�r ZX151-ING STORM 5ZhZR171ZZ 0111ZR-510N PAGE 'OESCR1101710N zw=AEK=MMEzsM PROPOSED STORM SEWER SRSURFACE ROUGHEN/NG511Z-Z-T I 1,1-- 51 17Z - RZ 41V — 51 2 I'l-NAZ 7Z-- NI-�01f1t44 71 -ON 01F411VAGf - 911112E Hollymoad R090? UM9Zf0R04N0 OUTLET 1011UMOTION j 11NAZ 517Z IOZ,4AI OAS ZIME 0 4 FINAZ SITZ- RZ,4AI —STORM 0RAIWA GZ- OZ -7-4& 5 EX/ST/NG CURB & 06117ER- CUL VERT INLET PROTECTION1011070-ItIZ-71-FIC PLAN OlJTDOOrQ Z/0///7/ -/V0-7- CONSTRUCT/ON R0,40 5rAgIZ04TION OZ 41Z 5 PROPOSED CURB & GU77FR REVERSE- CURB & GU7TZR- 649 0 (y) 00 11 Proffit N 0 pQ EXISTING!'PATER0AZ 11E 29 WN C-) LU -r FRO100SE-0 HATER 0WIlf- ZX-15TINO lcl-RE 11)VR,4N7- J c) Y PROPOSED FIRZ HYDRANT Q) UTIZ17Y 100ZZ-> 0 V1CXN17-1v,VAR 2000' APPROVAL "IT o , N01T. U) C I ANY SWOZ NOT CALLED OUT IN LEGEND iW BE L49FZ0 ON RUM L, 0 Z 0 DEPARTMENT OF PLANINING & COMMUNITY DEIELOPMENT DATE U) <f 2 NOT ALL S'W90ZS IN LEGEND APRZ r 70 7111S C 0 71, - PIAN UIL DEPARTMENT OF ENGINEERING DATE 0 rr L1 T- I Z DEPARTMENT OF ZONING DATE C: VAILLE LJ DEPARTMENT OF FIRE & RESCUE DATE APPROVED -1 Engineering - Surveying - Planning Li Albemarle County E ineedng & Public Woft 1041 SOUTH HIGH STREET Date- A'7 - t 0 - 01 Li ALBEMARLE COUNTY SERVICE AUTHORITY DATE - HARRISONBURG, VIRGIN11 22801 Rle. 9. 11? �/ I I —n TELEPHONE (540) 434--6365 OR (800) 343-6365 By. KV] 41-� i VIRGINIA DEPARTMENT OF HEALTH DATE agnature G1 NIA c, FAX (540) 432-0635 Z 44 lk 0 Q Ir - VIRGINIA DEPARTMENT OF TRANSPORTATION DATE Kr .2 OWNER / DEVELOPPM HOLLY MEMORIAL GAEDENS 3251 SEMINOLE TRAIL 403 6 Revision Date Requested By CHARLOTTESVILLE, VA 22911 z 1 6/20/01 Albemarle County PHONE #: (540) 296--5682 I z 0 E- VO- E- �11 A GA D S iN M E --i W U] T E-1 SO �� � � JL �LO � 3251 S MINO A I • CT iIA-KLOTT S VILL-E VI-NGINIA 2 11 E- STANDAf�O /,0,F0 Z�7-0 ?0 -1?0 L,,Z C7 �7 M2 ZA 5101V CON71 Z Zf 6ZM2 PROPOSED W,47ZR- ZIMFSy'LIBOLS z RROR05Z0 SEWER ZINF SIZ7 FENCE. it 6 29 EX/ST/NG OWZ-11? ZIME CONSTRUCT/ONENTRANCE 743 / I�+ { EX/5T/NG SZ -Of -R ZINZ- OU7ZY-T PROTECT/ON—moo- EX/ST/NG CONTOURS 174001 RROR05E-9 CONTOURS 0 INLET RRO)Z-0710N06 -411FK 414VIOZE 0 EX/STING 5,4NI71 Z41177 OF CLEAR/NG d- OR491W RRoposz-o 5,41V17ARv MANHOLE Y CHECK DAM SITE fX1S71N0,0R41N40Z- STRUCTURE PR0100S'E0- ORAINNOF STRUCTURE Rivanna 5111ZZ-T 141412z�r ZX151-ING STORM 5ZhZR171ZZ 0111ZR-510N PAGE 'OESCR1101710N zw=AEK=MMEzsM PROPOSED STORM SEWER SRSURFACE ROUGHEN/NG511Z-Z-T I 1,1-- 51 17Z - RZ 41V — 51 2 I'l-NAZ 7Z-- NI-�01f1t44 71 -ON 01F411VAGf - 911112E Hollymoad R090? UM9Zf0R04N0 OUTLET 1011UMOTION j 11NAZ 517Z IOZ,4AI OAS ZIME 0 4 FINAZ SITZ- RZ,4AI —STORM 0RAIWA GZ- OZ -7-4& 5 EX/ST/NG CURB & 06117ER- CUL VERT INLET PROTECTION1011070-ItIZ-71-FIC PLAN OlJTDOOrQ Z/0///7/ -/V0-7- CONSTRUCT/ON R0,40 5rAgIZ04TION OZ 41Z 5 PROPOSED CURB & GU77FR REVERSE- CURB & GU7TZR- 649 0 (y) 00 11 Proffit N 0 pQ EXISTING!'PATER0AZ 11E 29 WN C-) LU -r FRO100SE-0 HATER 0WIlf- ZX-15TINO lcl-RE 11)VR,4N7- J c) Y PROPOSED FIRZ HYDRANT Q) UTIZ17Y 100ZZ-> 0 V1CXN17-1v,VAR 2000' APPROVAL "IT o , N01T. U) C I ANY SWOZ NOT CALLED OUT IN LEGEND iW BE L49FZ0 ON RUM L, 0 Z 0 DEPARTMENT OF PLANINING & COMMUNITY DEIELOPMENT DATE U) <f 2 NOT ALL S'W90ZS IN LEGEND APRZ r 70 7111S C 0 71, - PIAN UIL DEPARTMENT OF ENGINEERING DATE 0 rr L1 T- I Z DEPARTMENT OF ZONING DATE C: VAILLE LJ DEPARTMENT OF FIRE & RESCUE DATE APPROVED -1 Engineering - Surveying - Planning Li Albemarle County E ineedng & Public Woft 1041 SOUTH HIGH STREET Date- A'7 - t 0 - 01 Li ALBEMARLE COUNTY SERVICE AUTHORITY DATE - HARRISONBURG, VIRGIN11 22801 Rle. 9. 11? �/ I I —n TELEPHONE (540) 434--6365 OR (800) 343-6365 By. KV] 41-� i VIRGINIA DEPARTMENT OF HEALTH DATE agnature G1 NIA c, FAX (540) 432-0635 Z 44 lk 0 Q Ir - VIRGINIA DEPARTMENT OF TRANSPORTATION DATE Kr .2 OWNER / DEVELOPPM HOLLY MEMORIAL GAEDENS 3251 SEMINOLE TRAIL 403 6 Revision Date Requested By CHARLOTTESVILLE, VA 22911 z 1 6/20/01 Albemarle County PHONE #: (540) 296--5682 0 E- E- �11 1/2" E. J. JOINT SEALANT OVER BACKER ROD 1/2" EXP. JOINT MATERIAL 1/4" RADIUS EDGE (TYP.) 4 x 4 - W4.0 x W4.0 W.W.F. SITE STATISTICS & AREA DEED REF.• ZONE -0- PRESENT LAND USE: TAX MAP.- AREA TO BE DEVELOPED. AREA TO BE O/STURBEO.• OB 350 PG 400 R-10 VACANT 92-42F f0.2 AC f1.0 AC 1 - #3 - EA. SIDE 6" GRANULAR FILL - COMPACTED WALK EXP. JOINT DETAILS 1/4" x 1 1/2" MIN. FORMED CONTROL JOINT W/ 114" R. (TYP.). CUT JOINTS NOT ACCEPTED. 4 x 4 - W4.0 x W4.0 W.W.F. 6" GRANULAR FILL - COMPACTED WALK CONTROL JOINT DETAIL 8" 4 x 4 - W4.0 x W4.0 W.W.F. ---\ / 1 8" * H.I FINISH GRADE 3 - #3's CONT. WITH #3's @ 18" O.C. \., sc 6" GRANULAR FILL - _� U _ COMPACTED WALK FOOTING DETAIL Revision Date 1 6/20/01 112" LANDUSE DATA 0 LAND USE MAX EMPLOYEES BU/LO/NG HEIGHT OAK XCRZA-OF X 1,15E MAUSOLEUM DEVELOPMENT O 35 0.94 3.19' DETENTION POND O NA I 0.10 0.39' SALES OFF/CE 5 20' c� 0.04 019' MAINTENANCE FAC/L1TY 3 20' 0.05 0.2.x' INTER/OR ROMOWAYS 0 NA I 2.39 7.89' GROUND BUR/AL/OPEN SPACE 0 NA 26.94 99 49 TOTAL CEMETERY 9 NA 30.45 1009' TOTAL 1100f R-010615 COI/ERAGE W o W. (DLO J 42 11.29' TOTAL PERVIOUS CONFIFAGF CEJ t 27.04 88.89' TOTAL CEMETERY r 30.45 1009' PARKING SCHEDULE MAUSOLEUM DEVELOPMENT NO OFF/CE OR COMMERCIAL FLOOR 5RAOF PROPOSED A5,4 PART OF TH/S DfVZZ- OPMENT. PARKING PROV/DED ON ' INTER/OR ROADWAYS FOR MAUSOLEUM A5 IIYELL AS 6ROUND o tr BURIALS. BUILDING SCHEDULE PHASED DEVELOPMENT PHASE BLDG fTPR/NT BLDG HE/Gh'T PHASE PROJECTED CON57R11,0710N YEAR PHASE / 6414 SF 35 FEET PHASE / -F 2028 PHASE // 1275 SF 20 FEET PHASE // 2020 PHASE /// 1275 SF 20 FEET PHASE /// 2015 '� PHASE /1/ 2000 SF 20 FEET PHASE /1/ 2024 PHASE V 2000 SF 20 FEET PHASE V 2001/2005 PHASE V/ 2400 SF 20 FEET PHASE V/ 2036 PHASE VI/ 2970 SF 20 FEET PHASE V// 2032 PHASE V//I 9275 Sc- 20 FEET PHASE V/// 2040 1/2" E. J. JOINT SEALANT OVER BACKER ROD 1/2" EXP. JOINT MATERIAL 1/4" RADIUS EDGE (TYP.) 4 x 4 - W4.0 x W4.0 W.W.F. SITE STATISTICS & AREA DEED REF.• ZONE -0- PRESENT LAND USE: TAX MAP.- AREA TO BE DEVELOPED. AREA TO BE O/STURBEO.• OB 350 PG 400 R-10 VACANT 92-42F f0.2 AC f1.0 AC 1 - #3 - EA. SIDE 6" GRANULAR FILL - COMPACTED WALK EXP. JOINT DETAILS 1/4" x 1 1/2" MIN. FORMED CONTROL JOINT W/ 114" R. (TYP.). CUT JOINTS NOT ACCEPTED. 4 x 4 - W4.0 x W4.0 W.W.F. 6" GRANULAR FILL - COMPACTED WALK CONTROL JOINT DETAIL 8" 4 x 4 - W4.0 x W4.0 W.W.F. ---\ / 1 8" * H.I FINISH GRADE 3 - #3's CONT. WITH #3's @ 18" O.C. \., sc 6" GRANULAR FILL - _� U _ COMPACTED WALK FOOTING DETAIL Revision Date 1 6/20/01 112" rM X32-43 R/VER h'E/GHTS ASSOC. ZONED.• h ZANO USE USED AUTO SALES TMI32-42E MMS LAND TRUST ZONED.- R4 LAND USE VACANT , TM �32-42D GLF G4N0 TRUST ZONED.• RA LAND USE VACANT TM I32--428 GLF LAND TRUST ZONED- RA LAND USE VACANT TMI32--42c GLF LAND TRUST ZONED.• RA LAND USE.• VACANT I N HOILLY �ffEMOR/.4L Z449 TR ST o' o ZONED.• hC i LAND USE VACANT FOREST LAKES ASSiC/RTES ZONED.• R-1 l N % o LAND USE OPEN SPACE-�&#o1Vi AREA / \ � \ — 480-•--_ � ^ � � TM I3242G %n-- ` \ EX/ST/NG P ONO ATX' P.9rr6l-z - OPOWER EASE�t-1ENT OB 1030, PG 604 1 L�4I GARDEN \ ~' I Z OF O O TM I32--404 NY(' L4N0 TRUST \ Z01 VE,.• R4 LAID USE. `d�4CANT \ p \ I o°� TM ,�46-5 S/XIY FOUR 616 G9NO TRUST ZONED.• RA LAND USE RESIDENTIAL -SF CD 0 \ Requested By 1 z U w o Q I �V I I ALBEMARLE COUNTY fo -4 W I I Z ' v rM X32-43 R/VER h'E/GHTS ASSOC. ZONED.• h ZANO USE USED AUTO SALES TMI32-42E MMS LAND TRUST ZONED.- R4 LAND USE VACANT , TM �32-42D GLF G4N0 TRUST ZONED.• RA LAND USE VACANT TM I32--428 GLF LAND TRUST ZONED- RA LAND USE VACANT TMI32--42c GLF LAND TRUST ZONED.• RA LAND USE.• VACANT I N HOILLY �ffEMOR/.4L Z449 TR ST o' o ZONED.• hC i LAND USE VACANT FOREST LAKES ASSiC/RTES ZONED.• R-1 l N % o LAND USE OPEN SPACE-�&#o1Vi AREA / \ � \ — 480-•--_ � ^ � � TM I3242G %n-- ` \ EX/ST/NG P ONO ATX' P.9rr6l-z - OPOWER EASE�t-1ENT OB 1030, PG 604 1 L�4I GARDEN \ ~' I Z OF O O TM I32--404 NY(' L4N0 TRUST \ Z01 VE,.• R4 LAID USE. `d�4CANT \ p \ I o°� TM ,�46-5 S/XIY FOUR 616 G9NO TRUST ZONED.• RA LAND USE RESIDENTIAL -SF O s I69. N 1751 "E k GARDEN OF 1 \ ��� 40.87' \ THE _ — ' PROPOSED \ CHRISTUS I \ \ ' MAUSOLEUMS//Z- W '17-1 EX/ST/NG I \ , THE CHIMES OFFICE \\\ ,i © Z \ 1 \ GARDEN "4'GARDEN TM46-(%(COMMON AR .4J)p p MA/NTENA�E^ \ FOREST KES ASSOC/ATEE ZO/ R-10 OF 1-41V,9 USE- OPEN S JACE-COMMOI AREA F GARDEN OF \ 1 \ GAR O \ \ , � � l a` �� N 1752'1,,3" E \ T E ` /NTERM/TTENT S REAM 1 GOOD SH PHERD PEXCE 0 \ ' DEVOT-ION \ I � / IEVERLASTING '�NFE 75' SETBACK \ � r-- _ -- -- -- I �`��• \ \ \ � � ( ---N 624 50�E 26.00' N 6149'1 \ \ 33"170 "E RUSSELL 0 MOONEY, JR., TRUST I \� � � ,�� c - �r�7`53115 - - � -� 36.12' \ \ ZONED.• R-10 \ &W USE VACANT-AGR/CULTURE ro� r! CD 0 \ Requested By 1 z U w o Q \ I I ALBEMARLE COUNTY fo - TOPOGRAPH'Y THIS SHEET FROM U. S. G. S. QUAD SHEETS.• I a t1 \ I c� 011ARL OTTESh%LLE EAST, EARL YSV/LLE, VIRGINIA. T- `' \ 1 1 O s I69. N 1751 "E k GARDEN OF 1 \ ��� 40.87' \ THE _ — ' PROPOSED \ CHRISTUS I \ \ ' MAUSOLEUMS//Z- W '17-1 EX/ST/NG I \ , THE CHIMES OFFICE \\\ ,i © Z \ 1 \ GARDEN "4'GARDEN TM46-(%(COMMON AR .4J)p p MA/NTENA�E^ \ FOREST KES ASSOC/ATEE ZO/ R-10 OF 1-41V,9 USE- OPEN S JACE-COMMOI AREA F GARDEN OF \ 1 \ GAR O \ \ , � � l a` �� N 1752'1,,3" E \ T E ` /NTERM/TTENT S REAM 1 GOOD SH PHERD PEXCE 0 \ ' DEVOT-ION \ I � / IEVERLASTING '�NFE 75' SETBACK \ � r-- _ -- -- -- I �`��• \ \ \ � � ( ---N 624 50�E 26.00' N 6149'1 \ \ 33"170 "E RUSSELL 0 MOONEY, JR., TRUST I \� � � ,�� c - �r�7`53115 - - � -� 36.12' \ \ ZONED.• R-10 \ &W USE VACANT-AGR/CULTURE ro� r! CD 0 Requested By NOTES• z U w o Q o; t.: ALBEMARLE COUNTY fo - TOPOGRAPH'Y THIS SHEET FROM U. S. G. S. QUAD SHEETS.• 7 a t1 c� 011ARL OTTESh%LLE EAST, EARL YSV/LLE, VIRGINIA. T- `' 10 -BOUNDARY DATA COMP/LED FROM RECORDED DEED DESCRIPTIONS. I W N Cc —Lf 0 lf) � Z G E W o W. (DLO CEJ t f '� ) r r o rr ' 0 T- z � o tr X� . II r -", O _ -F W '� 0 Requested By NOTES• z U w o Q o; t.: ALBEMARLE COUNTY - TOPOGRAPH'Y THIS SHEET FROM U. S. G. S. QUAD SHEETS.• a 011ARL OTTESh%LLE EAST, EARL YSV/LLE, VIRGINIA. -BOUNDARY DATA COMP/LED FROM RECORDED DEED DESCRIPTIONS. r =' .w STORM SEWER STRUCTURE SCHEDULE STR TYPE TOP /NV. IN /NV OUT NOTES 1 0/-1 -96.0' -- 49. 0' RCP CL -V 2 0/-1 X96.0' x92jr, 492.26' RCP CL -V 5 0/-1 496.0' X91.2J' 491.15' RCP CL -V 4 0/-1 -96.0' X90. •e' -fe90.,T0' AOS N-12 5 MH -1 X940' 989.72 489.47' ADS N-12 6 kh'-1 488.0' -- 49J75' SEE OETA/L X. /NA 0/-1 495.5' 49,9' 49,8' ADS N-12 STORM SEWER PIPE SCHEDULE FR041 TO LENGTH SLOPE 014. P/PE A0TER/4L 1 2 657 LF 1. ax RCP CL -V 2 5 104f LF 1. ox 15" RCP CL -V 5 4 697 LF 1. ox 15'" RCP CL -V 4 5 66.2 LF 1. ox 15" AOS N-12 5 OUTLET 62.4 LF 2.56 ' 15" ADS N-12 Er IN 5 106.2 LF 584' 15" AOS N-12 6 OUTLET 57.4 LF 1.OX 24" ADS N-12 NOTE ALL ROOFORA/NS TO 9Z -,F -,OW P/PEANO KIST TIE INTO STORR# SZX5-►'. GENERAL CONSTRUCTION NOTES FOR 517F -PLANS 1) PR/OR TO ANY CONSTRUCT/ON W/THIN ANY EXISTING IOUgZIC RIGHT-OF-WAY, INCL UDING CONNECTION TO ANY EX/STING ROAD, A PERM/T SHALL BE OBTAINED FROM THE V/RG/NIA OEPAR7�fENT OF 7RANSPORTA770N (VDOT) THIS PLAN AS DRAWN MAY NOT ACCURA7FZ Y REFLECT REOU/RE&ENI-S OF INE PERMIT. WHERE ANY DISCREPANC/ES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2) ALL 10A VINO, DRAINAGE RELATED MATER/ALS AND CONSTRUCTION METHODS SHALL CONFORW THE CURRENT SPEC/F/CA77ONS AND STANDARDS OF VDOT UNLESS OTHERW/SE NOTED. 3) EROS/ON AND SIL TA77ON CONTROL MEASURES SHALL BE PROV/DED /N ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INS7ALLE0 PR/OR TO ANY CLEARING, GRAD/NG OR OTHER CONSTRUCTION. 4) ALL SL ORES AND O/S7URBEO AREAS ARE TO 8E FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SL OPE IS 2.• 1 (HORIZONTAL.• VEh'77CAL). WHERE REA50NA& Y OBTAINABLE, LESSER SL ODES OF 3.• 1 OR BETTER ARE TO BE- ACH/EVZ27 5) PAVED, RIP -RAR OR STAB1ZIZA77ON MAT LII/EO DITCH MAY BE REQUIRED WHEN /N THE 0,01N/ON OF THE ALBEGIARLE COUNTY D/RECTOR OF ENGINEER/NG, OR THE OIRZ-07OR :T DES/GNEE, /T /S DEEMED NECESSARY /N ORDER TO STABILIZE A ORA/NAGE CHANNEL 6) ALL TRAFF/C CONTROL SIGNS SHALL CONFORM STH THE V/RG/N/A WANUAL FOR UN/FORM TRAFFIC CON 'OZ DEV/CES. 7) UNLESS OTHERW/SE NOTED, ALL CONCRETE P/PE SHALL BE REINFORCED CONCRETE P/PE - CLASS ///. 8) ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COAIPL Y WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926,) GENERAL NOTES.• ' 1) ELEVATION DATUM -U. S. G. S. -TORO BY FIELD SURVEY 77E0 TO U. S. G. 5 BM Z-155 ELEIi 552.71 (1929 OA77/Mj. 2) THERE /S NO AREA RESERVED FOR PURL/C USE. J,) TH/S PROPERTY DOES NOT L/E WITH/N THE L/W/TS OF THE 100 -,v6 -AR FL OOD PLAIN AS DES/GNATEO BY CURRENT FEMA MAPS. 4) TH/S S/ 7Z /S NOT L 0CATED W1 71 A RESERVD/R WATERSHED. 5) THERE ARE NO RETA/N/NG WALLS PROPOSED AS A PART OF THIS DEVEL OP&ENT. 6) NO SAN/TAR)" SEWER /S PROPOSED FOR TH/S DEV£L OPWEN7 7) S/TE LAYOUT AND STORAI WATER DESIGN 70A 00OW&OOA 7Z ALL PHASES OF THE DEVELOPMENT. E&S PLAN SHALL BE SUB&/TIED FOR ENTIRE EARTHWORK AND PHASE / BU/LD/NG CONSTRUCTION. E&S PLANS FOR REWA/N/NG PHASES SHALL BE ADDRESSED ON AN /ND/VIDUAL BAS/S. 8) A SEPARATE L1GH77NO PLAN FOR OUTDOOR L/GH77NO IS ATTACHED W1771 TH/S PLAN. CONTACT STEWART RESOURCE CENTER, JONATHAN OREAR - PROLIECT ARCH/TELT FOR FURTHER /NFORIWA770N. 9) IF A LANOSCAP/NG PLAN /S REOU/RED AS A PART OF THIS DEVEL OP�b1EN7, /T WILL BE THE RESPONS/B/LITY OF THE OWNER TO OBTA/N APPROVAL. 10) REFER 70 AR011/7Z-07URAL ORAWNGS FOR 77W/NG OF PHASED BU/LD/NG DEVEL OPMENT. 11) EACH OU7U0OR L U&/NA/RE EQUIPPED WITH A LAMP WH/CH EM/TS ., 000 OR MORE INITIAL L U&ENS SHALL BE A FULL CUTOFF L UW/NA/RE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPT/CS. 12) THE SP/LL OVER LIGHTING FROM PARK/NG AfiE4 L UWINAIRES ONTO PUBLIC ROADS AND PROPERTY /N RES/DEN77AL OR RURAL AREAS ZONING D/5TR1073' SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. >3) THE F/N/SHED FL OOR ELEVATION FOR THE PROPOSED IVAUSOLEUW (PHASE I) /S 496.5. ALL REMAIN/NG PHASES HAVE NO HAB/TABLE FL DOR SPACE. THE FINISHED CRYPT SLAB ELEVA71ON FOR PHASES // THROUGH VI// /S 497.12: 14) Z7A 2000-009 AND SP 2000-49 APPROVED ON MARCH 21, 2001 PROPOSED DEVEL OP&EN7 SUBJECT TO THE GOND/TIONS OF APPROVED SPEC/AL V5f - PERM/T. Revision Date Requested By 1 6/20/01 ALBEMARLE COUNTY \ \ \ \ \ \ \ \ \ EXIST/NG POW ELEC SLOPE OR, E4 TER 0 0 THAN 25.x" ELE� -_" -\ �� \ \ \ \/ 0 0 0 0 0 0 0 0 0 �0 0 0 0 0 0 \ �, ---_ _I ` LEC \-� 0 :....:. :..............:.::::::::::................................ \ PROPOSED O TLE Ec _ 4 C A / . ...............: CH NNEL :: i:4;. / - :? t :.x:; T- 1 �_ I / - -- - I �;... •::mow::::•:::;• �--•c._: .� ::�;;_=:`:;:`:�'•'•`:: TBS TOP WELLS/NG' , FL STONE CHECFZ' :'''i / - - _ :' \ Fc : ;: ELEV = 5A7-9 (USGS-29) I I \ AM BERM 00 0 0 0 /0 SLOPE GREATER i THAN 25,T o' 0 0 ,O -- E< �--- - \ I PRO OSED STORMWATEDET�TIONFA ILI(TO \ \ �INCOR O E S RF E \ DETE ON \ TEDNED D T TI BASIL AS VI(A PEAR QUAI-VrY i STORMWATER ETENTION\ \ _ F%�CILIT - VEHICULO 0\0 MAIIVTENNCECCESS O i \---�--- ' RYAD\ \ STR PROPOSE\UV OUTDOOR \ ' j\ EX/ST/NG REMA/N/NG \ nccirc i GRAVEL ROAD TO BE PAVED W/TH CONSTRUCT/ON OF PHASE EX/ST/NG STORM, SEWER 7/G = 495 5' /NV = 49 3.8' REMOVE EX/ST/NG G7UTLET AND EXTEND AS SHOWN (UNABLE TO F/ELO Z' -0047E EXISTING OU'TLE7) k I l l l l l i l i l l l l l l l l l l l l l l l l l l l Subgrade Not:es: 1. 21-A Crushed Aggregate, Base Type 1, shall be compacted to 95% Standard Proctor Density. 2. Subgrade shall be compacted to 95% of the Standard Proctor Density. TYPICAL PAVEMENT SECTION FOR PROPOSED PAVED ROAD 4 x 4 - W4.0 x W4.0 W.W.F. #3's @ 12" O.C. EACH WAY 3 - #3's CONT. WITH #3's @ 18" O.C. 6" GRANULAR FILL - COMPACTED PAVING EDGE DETAIL GRADE PROPOSED PAV =0 ROAD (f3�IASE PROPOSED CONCRETE DROP OFF LANE (PHASE V 1/4" x 1 1/2" MIN. FORMED CONTROL JOINT W/ 1/4" R. (TYP.). CUT JOINTS NOT ACCEPTED. } ' •'�' - `'" O I PH E 9 FFE 49P.5 ® 1 4 x 4 - W4.0 x W4.0 W.W.F. - � � ::iii::::::: • •:::::: ��:;::::::. A \ \I 1 ERMANENT I I PROPOSED OUTDOOR L/GH7 FIXTURE #3's @ 12" O,C. EACH WAY 6" GRANULAR FILL - COMPACTED (SEE SPECIFICATIONS) PAVING CONTROL JOINT DETAIL E�SION FLE I \ \ o / / \ � �Fo r\ 496. O \ \ \ \ \ I EX/ST/NG &4/NTENANC I I \ I FAC/L/7Y I I I I �'NO CHANGES I I I I ( PROPOSED) I I I J I I ----_ _SLOPE GREATER THAN 25.x' E 4963:95 I � 1 1/2" E. J. 1/2" E. J. JOINT SEALANT OVER BACKER JOINT SEALANT ROD 1/2" EXP. OVER BACKER JOINT MATERIAL ROD 1/2" EXP. JOINT 1/4" RADIUS EDGE (TYP.) MATERIAL 1/4" RADIUS NEW PVG. EXIST. PVG. jk EL: 101'-8112" EDGE (TYP.) PROVIDE #4 H.P. WALK DOWEL 2'-0" LONG @ 16" r T O.C. GREASE r. 4 x 4- W4.0 x W4.0 W.W.F. ONE END 6" GRANULAR 6" GRANULAR #3's @ 12" O.C. EACH WAY FILL - COMPACTED FILL - COMPACTED (SEE SPECIFICATIONS) (SEE SPECIFICATIONS) NEW PAVING AND EXISTING PAVING NEW PAVING #3's @ 12" O.C. EACH WAY 6" GRANULAR FILL - COMPACTED PAVING EXPANSION JOINT DETAILS NEW PAVING .9:� z 1� Z \ �, E, Lo •� 0 U 0 00 (Y) I I- W C\j\\ N C, 1 - !S) f- z (I 0 rt; Q3 cc > Lo Ccs (v t�? > CY? I-- l 0 v Gt\ � z0 q. 0 O rr L_1 W _ -T- .� L1 � W W Z \ �, E, 0 U m n" a 0, 8 0� 1 A I A '!,C' 0, 4 0, 0, 1 "1 f,') 1'. cil 0 J9; t. d LLD - 4 0+1 03 0, 0.8 1.2 t26 l,'4"' 0,9 (19 2 t.2 2_4' ol '01 3 0,5 0,'9 1.4 2,A 23 2,9, 11 1,8 25 3"5 5O' 10 2A 0 '1 0.1 01.2 0A 03 1,3 0A 02 X1,2 ,.49 b,� M 03 1.2, 1,8 �'" 2,6 1_5 2A 3, 2 33 2,5 .4 22 O.5 07 1, .2 1. 7 O3 0_5 O9 1.3 22 41 n 3 r, 11.17 21 R 5, 0 41A A 6 .. O,Oc 0:1 0:1 0.22 0A 0,9 1A '1,;9 2_4 4A 3,,8 2_2 2.2-1 OO 0,0 01-1 0A 03 &6 U;9 1-2 t:6 0,'"' 0,21 0.2 011 O� 1 ("il &I 1 0 _2 rl A c� u� 011 I'D L6 0 � ;5 ri:UA LE, 4' c 01 01 '10 0-7, O3 01 , 1 0, 1 0 - 1 0, 0 0, 0 0 0 0., 0 3,6 4,7 2.9 1.5 0,:9 03 0,5 02 C1,11 01 0A 4,5 42,L3 '24tll 0.6 0.14 0.2 01 01 03 -r- Z_u 4 9 53 51 2 � 6 1 : 6 1, 0 0 5 0 0 .42) �/" 1, p �' p 12 3,3 7 4 4, 0, 1_3 0 4:8 Cl X14.2 0, 1 7 '1.;,6 Ou7 OA O3 0,2 01 01 4 Q I 1_5 0 *3 Al r o 4 0 21 �, 8 4.0 14' 2,1 > .4 11-5 'L,5, 2,"- 2 P C' D. 2 0, 1 cl, 0 4 0 ',2 :0 4 4. 0 0:, 8 0.8 C! r 5 0, 5 01.6 0," 0 � _7 6F \'(), Aa flO 0.0 0A 0,2 Or3 0_6 0.7 0.,SJ 12 1.3 'L2 1_2 0.9 o-5 o 1 1 _2 I 1A ll D' 0,7 0.6 0.4 0, 420;O 0,0 0_0 lo Ll 0^2�, 0�:l 0:'o 0.0 O' 4 0 2 &2 0A 0.7 ON8 08 0,5 o,2 O2 0.3 0A M0,61' O8 07 &5 013 042 0.2 0A 0_4 0_3 C),")" 03 Cj,-' 04�'; &3 0.3 0 '3 ("'l, -L Z. 'o 0112 0,2 01 0,1 01 (1-2 0 0 a: o 0�0 0.0 0.0 ol ol al O�2 0,22. "1 0, 1 0, Y. :pM,0.. 2 0 01 2 0, C) 3 4; 0,5 0A.: 0.3 0,20, 0: 0: 0 0 0: j. 1 0 1 44 C,�. rl 0 ":, 0,..7d 4 a 0.0 ow n Q,o 0,cl 0,1 ot-2 0,3 &.2 O�2 0. 1 01 01 10 �:: 1 C). 1 0,11 p, 1 G.: 1 0 � .1 0., 1� 0 � 1 0, 1 0 m 1 0,2 1, 0 � 1 -1 0 o 0:d 0 -2. 0.1 01 01 OrO 0,0 00 O�O C, 0 0, 0 NOTE: FOOTCANDLE READING AT GRADE ON 10' x 1O'GRID, MAINTAINED NO OBSTRUCTIONS INCLUDED IN LAYOUT. Revision Date Requested By 1 6/20/01 ALBEMARLE COUNTY F� 0 m z c) E- 0 (y) 0 (y) �t� ol /,�� 0 Lu N 0 " �X 10 Li CC < (1) Z OR c/) 0 o 0 r0i > 0 0Z> o 7 7 (f) — 0 Cr- Ll n- Z 0 < 0 c: 0) LL1 __j 0,0 0A ol oll 0.1 01 01 1) 0_1 02 10,3 01.5 0. 7' C)8 0,7 0,4 C. �`3 0-3, 0.": 0 C), C I] 0i 11) IL "o c 11 0 0, C 'I I 0,2 0 _3 0 4: Cl 5 0 C 0 1, L) IJ U 0 6, 1 L.. 4 & 0 01 cl c N 2 0, 0 0.1 0 2 C, 3 01,'3 0,3 0 2 0, 3 0.5 0 , 7 0, 8"'t 111 1 1,2 0 P 0AJ 0, 01; 0. 0 0: 0 O'CJ 0 1") C.) 0 D,'ll 1 ru O-4 O'It 5 0,,' 81 10 11C 0"o 0.0 0,0 C" I 0�2 0 0,11 0, i 0'. OmO H 0,� 1 0,11 0,2 0A 0.. 6 0 r, 5 L) 011. 5 0 0, 9 01, 9 1 2; 3, 1A I., 1 0, 8 011: 6, 0, 0 c) 0, 1 0.0 o" c all 0 �'I; 1"', 2� 0, 131: 0,3 u 3 0'r. 0,;o 0, 0 0. 01 0 0 C) cl. 10 , -E n" a 0, 8 0� 1 A I A '!,C' 0, 4 0, 0, 1 "1 f,') 1'. cil 0 J9; t. d LLD - 4 0+1 03 0, 0.8 1.2 t26 l,'4"' 0,9 (19 2 t.2 2_4' ol '01 3 0,5 0,'9 1.4 2,A 23 2,9, 11 1,8 25 3"5 5O' 10 2A 0 '1 0.1 01.2 0A 03 1,3 0A 02 X1,2 ,.49 b,� M 03 1.2, 1,8 �'" 2,6 1_5 2A 3, 2 33 2,5 .4 22 O.5 07 1, .2 1. 7 O3 0_5 O9 1.3 22 41 n 3 r, 11.17 21 R 5, 0 41A A 6 .. O,Oc 0:1 0:1 0.22 0A 0,9 1A '1,;9 2_4 4A 3,,8 2_2 2.2-1 OO 0,0 01-1 0A 03 &6 U;9 1-2 t:6 0,'"' 0,21 0.2 011 O� 1 ("il &I 1 0 _2 rl A c� u� 011 I'D L6 0 � ;5 ri:UA LE, 4' c 01 01 '10 0-7, O3 01 , 1 0, 1 0 - 1 0, 0 0, 0 0 0 0., 0 3,6 4,7 2.9 1.5 0,:9 03 0,5 02 C1,11 01 0A 4,5 42,L3 '24tll 0.6 0.14 0.2 01 01 03 -r- Z_u 4 9 53 51 2 � 6 1 : 6 1, 0 0 5 0 0 .42) �/" 1, p �' p 12 3,3 7 4 4, 0, 1_3 0 4:8 Cl X14.2 0, 1 7 '1.;,6 Ou7 OA O3 0,2 01 01 4 Q I 1_5 0 *3 Al r o 4 0 21 �, 8 4.0 14' 2,1 > .4 11-5 'L,5, 2,"- 2 P C' D. 2 0, 1 cl, 0 4 0 ',2 :0 4 4. 0 0:, 8 0.8 C! r 5 0, 5 01.6 0," 0 � _7 6F \'(), Aa flO 0.0 0A 0,2 Or3 0_6 0.7 0.,SJ 12 1.3 'L2 1_2 0.9 o-5 o 1 1 _2 I 1A ll D' 0,7 0.6 0.4 0, 420;O 0,0 0_0 lo Ll 0^2�, 0�:l 0:'o 0.0 O' 4 0 2 &2 0A 0.7 ON8 08 0,5 o,2 O2 0.3 0A M0,61' O8 07 &5 013 042 0.2 0A 0_4 0_3 C),")" 03 Cj,-' 04�'; &3 0.3 0 '3 ("'l, -L Z. 'o 0112 0,2 01 0,1 01 (1-2 0 0 a: o 0�0 0.0 0.0 ol ol al O�2 0,22. "1 0, 1 0, Y. :pM,0.. 2 0 01 2 0, C) 3 4; 0,5 0A.: 0.3 0,20, 0: 0: 0 0 0: j. 1 0 1 44 C,�. rl 0 ":, 0,..7d 4 a 0.0 ow n Q,o 0,cl 0,1 ot-2 0,3 &.2 O�2 0. 1 01 01 10 �:: 1 C). 1 0,11 p, 1 G.: 1 0 � .1 0., 1� 0 � 1 0, 1 0 m 1 0,2 1, 0 � 1 -1 0 o 0:d 0 -2. 0.1 01 01 OrO 0,0 00 O�O C, 0 0, 0 NOTE: FOOTCANDLE READING AT GRADE ON 10' x 1O'GRID, MAINTAINED NO OBSTRUCTIONS INCLUDED IN LAYOUT. Revision Date Requested By 1 6/20/01 ALBEMARLE COUNTY F� 0 m z c) E- 0 (y) 0 (y) N 0 Lu N 0 Li CC < (1) Z c/) 0 o 0 r0i > 0 0Z> o 7 7 (f) — 0 Cr- Ll n- Z 0 < 0 c: 0) LL1 __j 7 Ll E- 0 E- AlII d r�l i IN 3i05-il"1 j n Y IIIj: rl!: I Revision Date Requested By 1 6/20/01 ALBEMARLE COUNTY it LO it DW 4 �15V al it, 1, j i r! fill u il AIhI ............ 1�41 IIF) 141 1 . ..... .... Ill, ill pill ..ILti 14111 j1:,,!,,P m! 241P15"allilij, I al q ot .4 1. 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