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HomeMy WebLinkAboutSDP200000065 Plan - VSMP 2000-11-16t�. Lo 1 SCOTTSVILLE DISTRICT ALBEMARLE, VIRGINIA VICINITY MAP SCALE: I" = 11800' A C 77-7-77ate. SHEET INDEX TITLE SHEET COVER SHEET ED W C/) NOTESAND DETAILS........................................................................................... C1.1 OVERALL/KEY PLAN............................................................................................. C1.2 MISCELLANEOUS DETAILS................................................................................. C1.3 EXISTING CONDITIONS, DEMOLITION, AND Q� �wCZU PERIMETER EROSION CONTROL PLAN ............................................... C2.1 EROSIONCONTROL NOTES .................................................. • ......................... i . C2.2 EROSION CONTROL DETAILS........................................................................... C2.3 LAYOUT AND UTILITY PLAN........................................................................... C3.1 SITE rLAIV...........................................................................................I.................... ^3.2 GRADING, DRAINAGE AND EROSION CONTROL PLAN ...................... C4.1 ITE ENTRANCE ROAD PLAN AND PROFILE.. ........ ........................................... C4.2 STORMSEWER PROFILES.................................................^................................. C5.1 STORM SEWER PROFILES ............ ••...............................................................•.... C5.2 STORMSEWER PROFILES.............................................................................•.... C5.3 cu C6.1 AVON STREET TYPICAL SECTIONS .............................................................. R1. 1 AVON STREET ROAD PLAN AND PROFILE .............................................. R2.1 v R3.1 LANDSCAPEPLAN................................................................................................ L1.1 LANDSCAPEDETAILS.......................................................................................... L1.2 a c .3 0 0 cu > o C, L o cf)O C D O Q N LL M > O C 0 N U L n Y cn � co a� S U CJ 0 U) C O0 C O O °- CO 0 O aT V O 06 C O � � 0) � � C7m L M C/) C) aO O y c N p iw o a N O (II N 10 o '? h CL �' U p N �E �� v 0- f0 �-. C O D O C _ U L O -� N p fB Lo O O y ci a (i a U Q i L C p tll ry x L C O t0 a .N V 22 0 •O V= a) cn -0 7 l~p v Q 2 CO U :12V = d O N N O m O C L L (n U Q O U) v C:� Chi I_- -+ `a v Q N F- F- C/)U o 0— C/).'. SHEET INDEX TITLE SHEET COVER SHEET ED W C/) NOTESAND DETAILS........................................................................................... C1.1 OVERALL/KEY PLAN............................................................................................. C1.2 MISCELLANEOUS DETAILS................................................................................. C1.3 EXISTING CONDITIONS, DEMOLITION, AND Q� �wCZU PERIMETER EROSION CONTROL PLAN ............................................... C2.1 EROSIONCONTROL NOTES .................................................. • ......................... i . C2.2 EROSION CONTROL DETAILS........................................................................... C2.3 LAYOUT AND UTILITY PLAN........................................................................... C3.1 SITE rLAIV...........................................................................................I.................... ^3.2 GRADING, DRAINAGE AND EROSION CONTROL PLAN ...................... C4.1 ITE ENTRANCE ROAD PLAN AND PROFILE.. ........ ........................................... C4.2 STORMSEWER PROFILES.................................................^................................. C5.1 STORM SEWER 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................................................................................................ L1.1 LANDSCAPEDETAILS.......................................................................................... L1.2 JUV____ENILE ��TEIVTIO�T OWNER & DEVELOPER CONTACT: MR. ROBERT W. TUCKER 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (304) 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 TRANSPORTA710N: i ik REVISED DATE: REVISED DATE: APPROVED A1bQmare County Engineering & Public Works Date:—LA - �JOV . — a o 1`110; 8 By: signature MAY 15, 2 0 0 0 SEPTEMBER 22 DATE: JANUARY 24, 2000 TAX MAP NUMBER: TM76 MI PARCEL NUMBER: PARCEL 19 F' _ y . {' 4 a - ._ . x n x•77T7777,7 7777 v a, « W _ U oso CO ED W C/) > N LU a �Z w'^ 0 � m o V — L w_ UjW?W� =�ZOZ -7� p�� Q� �wCZU ^ v Q U %0 OE 0 Z o ce- z 0 0 m to N Z 0 m Z W� N �U) 0j F- iTLn m>0 UrrnD NaviXvi 2000 77 `7- - 7- T777 7_ _ - - _ _. _ s. _ T 77 W�oMir°'i Q7 4 W aW��,�,° 0_o V /Z/_ EXISTING W W i s W m w 70 MIN. PA VEMENT WIRE SCREEN A 3 rF.S 0=�=< o a' 5: 1 1. SET THE STAKES 2 UPSLOPE ALONGTHEOF WATER EROSION CONTROL LEGEND * ^ & a FILTERED WATER E. STAKES RUNOFF W TH FILTER CLOTH 6" MIN. A MOUNTABLE BERM WATER ovERFLow sEDIMENT �,yl ny OVERFLOW lur CE CONSTRUCTION ENTRANCE J. (OPTIONAL) 'MAX _ SEDIMENT ....... FILTERED WATER O SIDE ELEVATION /' Cnw / \ \/\ S SIL T FENCE 3.05 D G GROUND -� 1 - / ; / / / M EX/STl C /`/ //// 70' MIN. /�_ / ..i / .. ter: �,_ s.\�\\/\\/\ \\ \\ \\ \ \\/\\/\\/\\ - N I,\\/\\/ \ -, • :. \\/\\/\\/ lP 04 INLET PROTECTION 3.07 v� w LUQ / -III / /i /� / / / / / /\ \ \ \ \ \ \ o WASHRACK 10 MIN. l) \i \\\\\\\�\\�\ DROP INLET SEDIMENT ��� /\///.\//�// \//\//\//\/ '...41' .. \//\\/// z Z = Z /' III=I I r- / \ \ / /\ \ . D : WTH GRATE \�\\/\\/�\\// \j� OP OUTLET PROTECTION 3.18 - m C FLOW �- I I_I I II_I I II I //\/� \i� // �j W/RE SCREEN o w - B SEDIMENT \\ \\ 2"x4' WOOD STUD Z w ~ Y u7 12 M/N. * 10' M/N. EX STING -III-� yi � r�\ 4' CURB INLET DD DIVERSION DIKE 3.09 U w Z = g C 20 PA VEMEN w = Z ~ZZ-c~r� �O01 J. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT WIRE SCREEN CURB INLET FD ���� TEMPORARY FILL DIVERSION 3.10 _ - Z Lv r� TO STAKES AND EXTEND THE EXCAVATED SOIL. CONCRETE BLOCK JT INTO THE TRENCH, Ly Z F- Q O U O Z � V� VDOT #1 f0 MIN. COARSE AGGREGATE POSITIVE DRAINAGE _�- ST TEMPORARY SEDIMENT TRAP J. Z m TO SEDIMENT � Q w � - U o � .. * MUST EXTEND FULL WIDTH TRAPPING DEVICE TEMPORARY SEDIMENT BASIN 3.14 OF INGRESS AND EGRESS OPERA TION ` a :'t :.; >M PLAN VIEW : �. PROTECTION 3.38-2 :Y.,, O TEMPORARY TREE * _ - ?�:.,, (PLASTIC FENCE) 12 MIN. _L) 3" MIN. j j ?•':; -� TSD TEMPORARY SLOPE DRAIN 3.15 3 MIN. FLOW CONCRETE BLOCK PS PS PERMANENT SEEDING 3.32 LU FIL TER CLOTH wIRE ,SCREEN SECTION A -A SHEET FLOW /NSTALLAT/ONS GRAVEL* FILTER GRAVEL* FX TER *'PVIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" (PERSPEC77VE VIEW) * GRAVEL SHALL BE #3, 1357 OR * iGRAVEL SHALL BE VDOT #3, #357 SPECIFICATION NUMBER 6'-7" I I 15 COARSE AGGREGATE.OR #5 COARSE AGGREGATE Flow 3 BLOCK &GRAVEL DROP INLET BLOCK & GRA VEL CURB INLET 0 iP SEDIMENT FILTER ED Big IP SEDIMENT FILTER 3.0�-3 NO SCALE NO SCALE - PROVIDE- • -III'- II_ _ -II I�,If�• :.-.> • SECTION B -B T I I EARTHEN DIKE INLET REINFORCED CONCRETE DRAIN SPACE -' I 1=1 I 1-1 1I ; T_I-T�' • CORRUGATED METAL - SHEETS OF 4 x8 xl/2" EXTERIOR EXTENS/ON COLLAR (COMPACTED) PROTECTION POINTS A SHOULD BE HIGHER THAN POINT B. PLYWOOD OR EQUIVALENT 6" RISER CREST A 2x4" WOODEN cE PA VED CONSTRUCTION ENTRANCE 3.02-1 ORA/NAGEWA Y /NSTALLA TION -� ELEVA TION WATERPROOF SEAL l CROSS BRACE NO SCALE (FRONT ELEVA77ON) D+6 sF CONSTRUCTION OF A SILT FENCE 3.05-2 I I I 4, I I I 24:1 0 2 - 1/4:" THREADED ROUND HEAD (WITHOUT WIRE SUPPORT) BOLTS &NUTS WITH WASHER NO SCALE PROVIDE OUTLET �I �I 8' PROTECTION /\//\/��/ STANDARD FLARED I • END SECTION �H El U IF IT El POSTS MIN. SIZE 4" SQUARE /� 2"x4" WOODEN STAKE � 0 STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION OR 5" ROUND. SET AT LEAST / //% // � TEPHEN D. HOSTETLER Z 3' INTO THE GROUND. \�\\�\\�\\�\\�\\. SECTION VIEW FENCE ATTACHED TO POSTS (PRE- WEA HERED WOOD, SLOPE DRAIN CHARTR/1/x_\ No. 24812 GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT NOTE.• BAFFLE NO TE. SEDIMENT MAY BE CONTROLLED AT OUTLET lF/\\/ //\// LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN SEDIMENT BASIN 1 WILL REMAIN IN PLACE UPON POSTS NO GREATER THAN 6' ON CENTER. EVERY NINH FINAL GRADING OF SITE. PLUG DEWATERING ORIFICE ° 0 6 ° a oma° NO SCALE TSD1 D= '.18" L=70' UPLAND PONDING WILL CREATE PROBLEMS. POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY AND UNPLUG ORIF/CES REQUIRED FOR PERMANENT ° k% ` 0 0° ° SLOPE ANCHOR �ssl NAL E1 TS02 D= :21 " L=64 EARTHEN DIKE IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. WATER QUALITY BASIN. REFER TO DETAIL. ° Q,0 �' e o 3� (COMPACTED) 3' "woo NSTAKE TSD3 D= ,18" L=65'D+6 F77�71 2x4 DE 00 0 0 C� u , " ., TP TREE PROTECTION FENCE 3.3s TSD4 D- '18 L=so 18 2x4 WOODEN WASHER BASIN CONSTRUCTION SHALL CROSS BRACE M WEA (DOWNSTREAM W CONFORM TO THE REQUIREMENTS ( ) ��'\.�'\.�•\�••••\�••'•\"�•\ \�•••\'••\'�•\��'•\•�•••\•�•\ OF THE VIRGINIA EROSION AND TS05 D= 12" L=99' I // // // NUT SEDIMENT CONTROL HANDBOOK VDOT #1 \/\/ (3RD ED., ). ° .�\ ' DAM 1992 BASE BIDS ON COARSE TSD6 D= 18 L=83 V = -� CUTOFF TRENCH EXTENDING 2' AGGREGATE o ? TOP OF DAM ELE 425.60 INTO NATURAL GROUND, OLLOWING o d ° " SECTION A -A F •' � TSD D= 12 L=120 DESIGN HIGH WATER = 424.6 STRIPPING OF TOPSOIL. N077FY FLOW o° °b (25 -YR. STORM ELEV) OWNERS GEOTECHNICAL ENGINEER °o oo °° � TSD D= 30" L=43' TEMPORARY SLOPE DRAIN EA'D BOLT ROUND 48 HOURS PRIOR TO EXCA VA TION g o 00 0 TSD 3.15 54" AN77- VOR TEX _ CREST OF EMERGENCY OF CUTOFF TRENCH. DEVICE (H=17") SPILLWAY ELEV.= 42370 �O- NO SCALEJOINT DETAIL ROCK CHECK DAM __ N 67 C.Y./AC. 8".P.ERFORA.7F0.•.�.. �o (2 ACRES OR LESS OF DRAINAGE AREA) "DRY" STORAGE eRAINING.-.%1 1S...... ......... CREST OF RISER ° NO SCALE V = 422. .... ..... ELEV . A UA TlC PLAN TING PLAN . Q ........ s »"::.`:::: POND VOLUME CALCULATIONS Www 67 C. Y. AC :36.:.RCP:..:... " "WE " / 6 DEWATERING ORIFICE :. !"' 'R PIPE::: T STORAGE t..R................ = 420.30 LEN. Planimeter scale: .00 ft/In S :: :::.:_ ;;,;;,;;;;;; 1. RECONFIRM ELcVAT10N OF AQUATIC BENCH ONE WEEK BEFORE PLANTING TO ENSURE ROPER ELEVATION. HE A U TIC B P c? A BENCH SHOULD B - - Elevation Planimeter Area Al+A2+sqr(Al A2) Volume Volume Sum E ZERO AND BELOW THE - (cu.1t) UT (cu.ft) t c t A WA TER SURFACE L V CLEANOUT i n a es u. NORMAL E E E A ION. M TC c T l EN c ED i s res (acres) S t - (sq ,in) 418.60 _•_•-------------------------------------------------------------------- E _._ - NT L A UA TlC PLANTS 2. PLA AL Q AN S BETWEEN APRIL) AND JUN " 0 0 E 15 _ 16S8.000 3s .0000 - 46f0 158 .0 1 .2 CLI O-RING NG C NC PIPE L 95.0 1 . ( ) ,..•_.".,....'......,.,. Compacted Soil 417. f'O 2445.900 .0562 .1404 2039 2039 J. PLANT HE BUTTON BUSH AND ALDER SHRUBS ALONG THE AQUA 77C BENCH 3o IJv - 418. CO 4465.000 .1025 .2345 3405 5444 /N GROUPS OF LIKE SPECIES CONSISTING OF APPROXIMATELY 2 TO 5 PLANTS. EXCAVATE TO INV (IN)= 416.00 INV. (OUT)= 413.00 419.00 5460.000 .1253 .3412 4954 10399 PLANT THE SHRUBS AT A DENSITY OF APPROXIMATELY 5.0' FROM CENTER TO CENTER. ELEV.= 416.00 6' (MIN.) " 410.00 6512.000 .1495 .4117 5978 16377 18 (MIN.) , �- Flow 421.00 7612.000 .1750 .4862 7060 23437 4. PRIOR TO PLANTING, RESPREAD BETWEEN 3" AND 6" OF TOPSOIL IN HE AREAS 72 DIAMETER CONCRETE BASE MAX. AREA TO SEDIMENT BASIN = 10.80 AC. 412.00 8799.000 .2020 .5550 810 31640 //\\//\\//\\//\\//\� 423.00 10039.000 .2305 .6482 9412 4105 2 MULCHTO PLANTED. THA T THE INSUFFICIENT COMBINED DEP7H OF EXISTS, TOSOIL PROVIDE AND MULCH AND EQUALS 6" seg DESIGN ELEVATIONS WITH 3.14-2 424• 00 11318.000 2598 .7350 206712 51724 EMERGENCY SPILLWAY 4.5' Min. 425.00 12654.000 .2905 .8251 11980 63704 416.00 14038.000 .3123 ,9187 23340 77044 ' ' '� / ��'" TEMPORARY Y DI VEF?SION Dll-CE 3.09 -1 PLANTING ZONE BOTANICAL NAME COMMON NAME *QUANTITY SIZE _ T�%VJ �J��i�� SEDIMENT BASIN ,,�/ DETAIL DD Elevations With Areas Interpolated From _ NO SCALE No SCALE The Closest Two Planimeter Readings AQUATIC BENCH PONTEDER/A CORDATA PICKEREL WEED �'1'S�D CONTAINERZ: Elevation Planimeter Area Al+A2+sgr(Al*A2) Volume Volume Sum SAG/TTARIA ARROW -HEAD 31'sp° CONTAINER (tt) (sq. In) (acres) (acres) (cu.ft) (cu.ft) CEPHALANTHUS OCCIDENTALIS BUTTON BUSH .�-5 if CONTAINER �s = 2.0" 'y -2 0' --------------------------------------------------------•---------------- ALNUS EHRHART ALDER ¢/ I �(M/N.) EC -2 LINED 411;,10 .1069 .3142 9221 6357 t[ CONTAINER EC -2 LINED CHANNEL �� ELEV.= ,� CHANNEL * - QUAN7777ES ARE APPROXIMATE. CONTRACTOR IS TO ENSURE HE AQUATIC BENCH 423.70 18 s = 16% - FILLEARTHEN RIDGE IS PROPERLY PLANTED TO HE COUNTY ENWRONMENTAL ENGINEER'S APPROVAL. AT ENTRANCE SPILL WA Y CHANNEL 02� 12 40 ifs SLOPE 9" WATER QUALITY VOLUME ELEVATIONWATER QUALITY 6357OCCURCUA FT. LEN. 418.20 _ � (CREST) OF SPILL WAY i \ \�\i\�\i\�i��\i��\i, \i\\i\\i��i\\i\\i\�\i\X\11 Ixi\\\i��i\�\i�\i\\j\\ /\/\\j\�\i\�\i\�\i; EMERGENCY SPILL WAY DETAIL FOR \�/r\\%\\�/\\ \ r\\/,,\/� AQUATIC AQUA77C BENCH BENCH TEMPORARY SEDIMENT BASIN \r\ NO SCALE \��\\ FD TEMPORARY FILL DIVERSION 3.10-1 `� WATER QUALITY •� NO SCALE (� ELEV. = 41&20-- 77 18.20 418.20-'X6.1 6:1 418.20 e BOLTED 417.4 � A3. 417.4 CONNEC77ON 5" o. C. PROVIDE ADEQUATE #e ®5' o. c. STRAPPING BOTTOM OF POND ELEV. = 416.00 POLYETHYLENE CAP ELEV. = 422.20 STORMWA TER MANAGEMENT BASIN TYPICAL CROSS SECTION NOT TO SCALE 3""x3'x3/8" 8' DAM NOTE. CL MATERIAL SHALL BE USED ON SEDIMENT BASIN VERT. -- DEP III VARIES AS TOP OF BASIN ELEV. = 426.00 DAMS UNLESS 07HERW�SE APPROVED BY THE OWNER'S REQUIRED FOR GEOTECHNICAL ENGINEER. BASIN DAMS SHALL BE COMPACTED -- "DRY" STORAGE ANT! -VORTEX DEVICE TO 95X MAXIMUM DENSITY. NO STONE BEDDING SHALL BE REFER TO DETAIL ON CREST OF EMERGENCY USED ON BASIN OUTLET PIPES. 5 o.c.E W. TACK WELD _ _- PERFORATED POLYETHYLENE * HIS DRAWN SPILL WAY = 423 70 - _ DRAINAGE TUBING 8" 100 YR. WATER ELEV. = 421.40 26598 C.F. STORAGE 10 YR. WATER ELEV. = 420.41 19112 C.F STORAGE 3 uFn/vc HORIZ 2 YR. WA TER ELEV. = 42036 C. RAGE �Qo LUGS (4 BARS) I ELEV. = 420.30 TOP OF RISER = 419.50 100 -YR 3"X3"X3/8" WET CAP 421.19 17 PERF. PIPE 36 REINFORCED "FERNCO-STYLE" COUPLING STORAGE 6" D./. CONCRETE R/ PIPE _� WA TER QUALITY ELEV. = 418.20 0 TOP 14 s� 5T R/PRAP 3" SCREW CAP t I Z o } W �� o o..o zm� DEWATERIING ORIFICE, 6" r- 24 CLASS Illl 0 -RING CONCRETE PIPE N N z o m a cON EC77ON SCHEDULE' 40 STEEL STUB 90 D.l. ELBOW /NG W/OR FJCE `n 1 2 CONCRETE RISER 1 -FOOT hNN/MUM (PLUG DEWATERING ORIFICE - Y ` � ^ J L = 95' @ 3.16% \ 0 0 " > v� °W` 3 0 W O co AT CONVERSION TO PERMANENT BMP BASIN) BOTTOM OF POND ELEV.- 416.00 LU m> _ NOTE. • WITH CONCRETE RISER (SBI), USE PVC' SCHEDULE 40 INV. (OUT) = 413.00 M o `^ N vi vi STUB FOR DEWATERING ORIFICE. 6" (MIN.) *11MA1A1AnC' TI101Ai/" cun11 nniiDl V unru ncru c-cc7 72" DIAMETER CONCRETE BASE 18" (MIN.) _- _--« • .-.._ r _e .. ,7 .. _ 'fes I I Ol __. _.. _-.. ,. - .. .. - _ _. _.-.. a ,.. _,. - '� .. 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