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HomeMy WebLinkAboutSDP201600002 Plan - Other (not approved) Minor Amendment 2016-01-13SHEET NO. DRAWING O. 1 OF 7 C-1 2 OF 7 C-2 3 OF 7 C-3 4 OF 7 C-4 5 OF 7 C-5 6 OF 7 C-6 7 OF 7 C-7 TIT COVER SHEET EXISTING CONDITIONS & DEMOLITION PLAN SITE LAYOUT PLAN GRADING AND DRAINAGE PLAN UTILITIES PLAN STORMWATER MANAGEMENT CALCULATIONS AND DETAILS LANDSCAPE PLAN NOTES: 1. COORDINATE PLANS WITH ALBEMARLE PLACE EAAP, LLC RELATED PROJECTS: • ALBEMARLE PLACE/EROSION AND SEDIMENT CONTROL PLAN AMENDMENT NO.3 (WP02009-00074) • ALBEMARLE PLACE/STORMWATER MANAGEMENT PLAN AMENDMENT NO.4 (WPP, 2010-00023) • STONEFIELD BLOCKS F & G ROAD PLAN • STONEFIELD BLOCKS F & G FINAL SITE PLAN 2. THIS PIAN ASSUMES THAT THE IMPROVEMENTS ASSOCIATED WITH THE ABOVE REFERENCED PLANS HAVE BEEN CONSTRUCTED AND THE SITE HAS BEEN STABILIZED. 3, THE STONEFIELD DEVELOPMENT WAS FORMERLY KNOWN AS ALBEMARLE PLACE. 4. THE PURPOSE OF THESE PLANS IS TO SHOW THE SITE IMPROVEMENT MODIFICATIONS REQUIRED FOR COMMERCIAL BUILDING G2 FOR THE STONEFIELD DEVELOPMENT ON BLOCK G. 5. THE DISTURBED AREA OF 4,6 ACRES REPRESENTED ON THIS PLAN IS COVERED BY GENERAL CONSTRUCTION PERMIT NUMBER VAR 100061, 6. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. sa, SQ FT (21.08 AC.) ENGINIEERS 210,807 I FT (4.84 CJIMINOR SITE PLAN AMENDMENT NOTES: ® ti 1. REFER TO "STONEFIELD BLOCK G FINAL SITE PLAN AND VSMP PLAN" SIDP 2014--00065 AND WPO (0.81 AC.) 2014--00102 FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO GENERAL NOTES AND i SQ DETAILS, STORM DRAINAGE AREA MAPS AND CALCULATIONS, EROSION AND SEDIMENT CONTROL, AND (2.03 AC.) LANDSCAPING DETAILS AND CALCULATIONS. 73,121 SQ FT E 2, STQRMATER MANAGEMENT FOR THE LAND MASS ENCOMPASSED WITH THIS PLAN ARE PROVIDED WITH it SQ THE WPO 2014-00102, WPO 2010-00023, WPO 2013-69 AND SDP 2014-00065. THIS PLAN IS IN (0.32 AC.) CONFORMANCE WITH THOSE REQUIREMENTS FOR QUANTITY AND QUALITY CONTROLS AS WELL AS MS -19. T 3, LANDSCAPING CALCULATIONS HAVE NOT CHANGED. ONE PARKING LOT TREE HAS BEEN RELOCATED. m 4, PARKING COUNTS HAVE BEEN UPDATED TO REFLECT THOSE IMPROVEMENTS. c� 5, PARKING LOT LIGHTING HAS NOT CHANGED. h 0 U) N C3 C N0, SHEET REVISION I BY I DATE N0. SHEET REVISION ALBEMARLE COUNTY, VIRGINIA 0 WPO 2014-00102 ZMA # 2011-004ZMA # 2011-007 VICINITY MAP SCALE: 1 "-2400` APPROVALS 1l;Rt .� PLANNING/ZONING ` INSPECTIONS DEPARTMENT OF VIRGINIAALBERMARLE COUNTY SERVICE AUTHORITY . I OF . .O. c m Von alslamm ItylvAll Lc"No, 0 N()7 � i ­ l �. • ■%'� ! lDN A L SITE DATA BJ'S RESTAURANT, INC. ENGINEER: 10 SOUTH GRANT STREET ROSEVILLE, CA 95678 AT1•N: JARED TAYLOR EMAIL: JARED@GOLDENPROPERTYDEVELOPMENT.COM WW ASSOCIATES, 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE, . 22911 ) 984 —2700 .TTN: JOHN i P.E. @ i �OURCE OF THE PROPERTY AS i ON PROPERTY ! M UNTO ALBEMARLE PLACE NEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 3483, PG. 698 AND IS INDICATED AS TAX MAP PARCEL TMP 61W -3-19A. SOURCE OF BOUNDARY SURVEY: WW ASSOCIATES, INC DATED: MAY 29, 2013 SOURCE OF TOPOGRAPHY: WW ASSOCIATES, INC BY FIELD SURVEY PERFORMED ON: JANUARY 6, 2016 COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: JACK JOUETT WATER PROTECTION i TAX MAP/PARCEL: TM • PARCEL ZONING: NMC, (NEIGHBORHOOD MODEL DISTRICT) EXISTING USE: VACANT PROPOSEDRETAIL/COMMERCIAL TRASH: ON—SITE DUMPSTER MAXIMUM NUMBER OF EMPLOYEES: 50 YARD REQUIREMENTS: THERE ARE NO MINIMUM OR MAXIMUM LOT WIDTHS OR DEPTH REQUIREMENTS, BUILDING HEIGHTS: THE MAXIMUM BUILDING HEIGHT FOR RETAIL BUILDINGS SHALL BE SEVENTY FIVE (75) FEET, WITH A NINETY (90) FOOT LIMITATION FOR RESIDENTIAL AND MIXED—USE STRUCTURES. BUILDINGS IN BLOCK G SHALL RANGE IN HEIGHT FROM ONE TO THREE STORIES TALL. BUILDINGi ii SF LAND USE SCHEDULE: TO"T"AL PARCEL TOTAL BLOCK G BUILDINGS (FOOTPRINT) ROADS/PARKING GREEN SPACE CIVIC SPACE IMPERVIOUS AREA 918,093 SQ FT (21.08 AC.) ENGINIEERS 210,807 SQ FT (4.84 AC,) 100% 35,222 SQ FT (0.81 AC.) 16.7% 88,617 SQ FT (2.03 AC.) 42.0% 73,121 SQ FT (1,68 AC,) 34,7% 13,847 SQ FT (0.32 AC.) 6.6% 137,686 SQ FT (3.16 AC.) 65.3% NOTES: OPEN SPACEi WITH GREEN SPACE • ) CIVIC SPACE ACCORDANCE WITH THE CODEOF DEVELOPMEN AREAS2) CIVIC SPACE AND GREEN SPACE OVERLAP i ARE 3) CIVIC SPACE AND ROADS/PARKING AREAS BOTH INCLUDE CROSSWALK AREAS. a) GREEN SPACEAND -iAr BOTH INCLUDEPARKING 5) [BECAUSE OF THE OVERLAP IN AREAS, MENTIONED ABOVE, THE TOTAL AREA IS NOT A SUM OF THE INDIVIDUAL AREAS. 6) ITHE GREEN SPACE AND CIVIC SPACE AREAS DO NOT INCLUDE THE EXISTING TREE LAWN AND SIDEWALK ON THE NORTHERN i OF : -i LANE SINCE THEY WERECONSTRUCTED i 1 TOWN REQUJIRED PARKING:159(35,222 iii • "■ i i' D PARKING: • (INCLUDES 8 HANDICAPPED SPACES, ONE iYEE SPACE, 1 WOUNDED WARRIO SPACE i, 2 TAKE—OUT SPACES)(INCLUDES48 FROM i r t PROJECT: BXS RESTAURANT STONEFIELD♦" SITE PLAN AMENDMENT ALBEMARLE COVER SHEET FILE NAME: DISCIPLINE: `SCALE: DATE: 507901 C_CS-1.dwg CIVIL k H: AS SHOWN 01/1- AA j11 f V: N SET REV, NO. DRAWING NUMBER: -- SHEET NUMBER: of 7 DESIGNED BY: JDB ENGINIEERS DRAWN BY: SURVEXORS W& KTM PLANNERS AsSOCIATES DIHR BY: DMJ PO Box 4119 3040 Avemore'Sgnare P1. Lynchburg, VA 24502 Charlottesville, WA 32911 tT WVVA NUMBER: Phone: 434.316.6080 Phone: 434.9184.2700 v:a\•;:jasocla,ene, 215079.01 PROJECT: BXS RESTAURANT STONEFIELD♦" SITE PLAN AMENDMENT ALBEMARLE COVER SHEET FILE NAME: DISCIPLINE: `SCALE: DATE: 507901 C_CS-1.dwg CIVIL k H: AS SHOWN 01/1- AA j11 f V: N SET REV, NO. DRAWING NUMBER: -- SHEET NUMBER: of 7 F ml FXGlING BOUNDARY LINE TABLE l_1NE #711-1r=r;zi,Nc -- ---------------- 1 ------------------' "'34`45 `2f "L ! 1 16.73' L2 NA, 7°33`14"E 13.01' i i 3N 55°' 9'2.3"E 20.9; " 14 N21'21 '2.6"L 100.92' 1-5 ----- N42'C)8'2B'l ------------ - 205.17' -- ---------j SHEET REVISION W �" TH op DESIGNED BY: "4*UL/i7gfi/g�® ✓ G,� ENGINEERS DRAWN BY: l : WNSURVEYORS KTM PLANNERS DIHR 8Y: ,�i '"� `°~ PO Box 4119 3040 Ave lore Square Pt. �4 YA Lynchburg, VA 24502 Charlottesville, VA 22911 W A NUMBER: i DNAL Phone: 434.3 t6.6080 Phone: 434.984.2700 BY DATE NO. SHEET REVISION BY DATE :it`: t"; ..'i 14Et5S(iC 215079,0 1 Ea C2�..-.,. a ■ 1. CONTRACTOR PROTECT ALL EXISTING STRUCTURES TO i tMc 2. EXISTING CONDITIONS SREPRESENT DATA FROM SURVEY PERFORMED BY WW ASSOCIATES ON JANUARY !9,. CONTRACTOR SHALL DEMOLISH ALL EXISTING CURBS, SIDEWALKS, UTILITIES AND APPURTENANCES AS REQUIRED TO CONSTRUCT NEW IMPROVEMENTSSHOWN PLANS. COORDINATEfir.NUMBERS PROJECT: f i i RESTAURANT ` iA � ♦` i i • EWHOUSE STONEFIELD BLOCK "G" MINOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA TITLE: EXISTING CONDITIONS & DEMOLITION PLAN FILE NAME: DISCIPLINE: SCALE: DATE: 507901c_E -1.dwg CIVIL H: l-20' 3 V. NIA J* rTmowkw DRAWING NUMBER: --°' SHEET NUMBER: 9 SHEET REVISION BY I DATE I NO. SHEET REVISION mile .%i, 0 L' ,�\ .LL�o LY�3. VGV 1 Fr4,s 'ted ' > IONAL � P M ■'. PROJECT: s STONEFIELD BLOCK!AMENDMENT ALBEMARLE COUNTY, VIRGINIA TITLE: SITE LAYOUT PLA FILE NAME: DISCIPLINE: SCALE: DATE: 50790' c_SP- x.dwg CIWL H: 1 "20' 01,113,116 V. N/A ffmww-�=j DRAWING NUMBER: — SHEET NUMBER: ®f DESIGNED BY: JDB ENGINEERS DRAWN BY: SURVEYORS KTM PLANNERS DIHR BY. S CINES DJM;Jp PO Box 4119 3040 A -emore Square Pl. Lynchburg VA 2450 - Cl—1,nt—ille, VA 32911 W WA NV 1 vP BERp : 4 Phone: 4 316 6080 Phone: '434 9)842700 215079.01 P M ■'. PROJECT: s STONEFIELD BLOCK!AMENDMENT ALBEMARLE COUNTY, VIRGINIA TITLE: SITE LAYOUT PLA FILE NAME: DISCIPLINE: SCALE: DATE: 50790' c_SP- x.dwg CIWL H: 1 "20' 01,113,116 V. N/A ffmww-�=j DRAWING NUMBER: — SHEET NUMBER: ®f wq NO, SHEET REVISION BY I DATE 1 NO. SHEET REVISION STONEFIELD : ♦ ♦' SITE PLAN AMENDMENT ALBEMARLE TITLE: GRADING AND DRAINAGE PLAN FILE NAME: DISCIPLINE: SCALE: DATE: 507901c_GR-1.dwg CIVIL H: 1`20' p 111311 V, NIA SET REV, NO. DRAWING NUMBER: C-4 I SHEET NUMBER: 4 of 7 DESIGNED BY. W_ JDB ENGINEERS DRAWN BY: SURVEYORS SlAd KTM PLANNERS D(HR BY: ASSOCIATES DW PO Box 4119 3040 Avemore Square Pl. Lyttchbmg,VA24502 Charlottesville, VA2291t WWA NUMBER: Phone: 43 .316.6080 Phone: 4,4.984 2700 .�iv,, `.Vl assocwI ec , v. 215079.01 STONEFIELD : ♦ ♦' SITE PLAN AMENDMENT ALBEMARLE TITLE: GRADING AND DRAINAGE PLAN FILE NAME: DISCIPLINE: SCALE: DATE: 507901c_GR-1.dwg CIVIL H: 1`20' p 111311 V, NIA SET REV, NO. DRAWING NUMBER: C-4 I SHEET NUMBER: 4 of 7 E m SHEET REVISION BY I DATE 1 NO. SHEET REVISION BY I DATE „1 LIC, INO. V,4 i w PROJECT. STONEFIELD BLOCKi' SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA TITLE: UTILITIES PLAN FILE NAME: DISCIPLINE: SCALE: DATE: 507901 C_UTIL— l.dwg CIVIL H: l-20" 01,113,116 V. N/A SET REV. NO. DRAWING NUMBER: SHEET NUMBER: 5 of 7 DESIGNED BY: JDB ENGI '4EERS DRAWN BY: SURVEYORS fam P I.,ANINERS ASS0,c.iATES DIHR BY: DMJ P© Box 4119 3040 Avemore Square Pt. Lynchburg, VA 24502 Charlottesville;, VA 22911 WWA NUMBER: Phone: 434.3t6.6080 Phone: 434..984.2700 ,9t*;w.wwa sociat c.itet 215079.01 w PROJECT. STONEFIELD BLOCKi' SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA TITLE: UTILITIES PLAN FILE NAME: DISCIPLINE: SCALE: DATE: 507901 C_UTIL— l.dwg CIVIL H: l-20" 01,113,116 V. N/A SET REV. NO. DRAWING NUMBER: SHEET NUMBER: 5 of 7 CROWNED FLUME FLUME - SLOPED PRECAST FILTERRA TOWARDS FILTERRA THROAT OP SLAB (TYP) + PRECAST 4J FILTERRA FILTERRA THROAT TOP SLAB CURB OPENING ('IY?)�, �:. -'': ` 4-6' FILTERRA THROAT OPENING 6 OPENING K•" -- • z xA'•d 4-6 OPrNIN°3'" - CAST--.N--PLACE ---u FLUME & GUTTER --fr a -�� (SLOPED TOWARD PRECAST -PLACE - DOWEL .9LTERRA THROAT) FILTERRA CAST -IN- -� (TYP) s - DOWEL BOX WALL FLUME & GUTTER PRECAST (TYP) (CROWNED AND SLOPED FILTERRA. TOWARD FILTERRA THROATS) BOX WALL. SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD 90' NOSING (OTHER. NOSING AVAILABLE UPON REQUEST) `--, PRECAST ' TOP SLAB 4-8" CLEAR THROAT I OPENING d d. - a d d x d CAST -EN -PLACE a" DEPRESSEDRFSSEQ GUTTER , AND THROAT OPENING d BY COINIRACTOR ( ) 4 DOWEL BAPS � 12 o.iBY AMERICAST TO BE BENT AS €�ECESSARY BY CONTRACTOR PRIOR TO INSTALLATION CE FIELD POURED GUTTERTiER I a ', THROAT PROTECTION DEVICE I E i OT O N REMOVE - LEAVE E t:. D R IN PLACE UNTIL SITE IS r STABILIZED LI`ED AND FILTERRA .. t 6 , 11 I IS ACl"11/f,TEI U �4 Q. PRECAST BOX WALL V V IMPORTANT FILTERRA FLOWLINE MUST BE AT A HIGHER SECTION VIEW ELEVATION THAN BYPASS FLOWLINE <DROP INLET OR STANDARD FILTERRA THROAT OPENING OTHER) MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY 'WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT, DATE: 02-27-06 DWG: CGT -4 FILTERRAO THROAT OPENING AND GUTTER OR FLUME DETAIL ll u lel 0,py,ig,t <: 2 t}' by Aso c i 1 US PAT 6,271,2.74 AND 6,569,321 '21 PRA MWITAN 1 L•- A A INLET SHAPING A (BY OTHERS) SDR 35 PVC COUPLING CAST INTO PRECAST BOX WALL BY AMERICAST (OUTLET PIPE LOCATION VARIES) CURB (BY OTHERS) TREE FRAME & GRATE CAST IN "E"OP SLAB PLANT AS SUPPLIED CLEANOUT COVER BY AME RICAS7 GALVANIZED CAST IN TDP SLAB `\ (NOT SHOWN ANGLE NOSING FOR CLARITY) / TOP SLAB • CURB AND GUTTER INTERLOCKING �. /J J (BY OTHERS) JOINT (TYP) �. \\ STREET -- L a -- 1 0 w Cd I, DOWEL BARS Nm > � 12" Q.G. r I l UNDERDRA'.N STONE PROVIDED BY AMERICAST .Pw1_RIGnaT- t.- PER J I f , Tt_ Q I � UMDERDRAIN SYSTEM, PROVIDED BY AMERICAST -' BY AA1 ERICAST FILTER MEDIA PROVIDED BY GMER!C T J SECTION A A DESIGNATION L CURE; INLET TREE GRATE FILTERRA -".� Nc���a�a no. subtotal and walks C)"IY & SIZE '�C� ��� a cGllfid G11Q4ry CL (LLLLLLy� LL 93%. Drinking Water Watersheds ....... (1 } 3k3 twlw� Area 1 Area 2Area 3 Area 4 Area 1 Area 2 Area 3 Area 4 4.45 t /� PLANVIEWr 12.65 " STANDAR TRANSITION FROM .... Drink a E LEV A M T CURB AND STANDARD TO Area 1 Area 2 BE HIGHER GUTTER DEPRESSED (TYP) GUTTER (TYP) Area 1 THAN ELEV 'B' subtotal SLOPE 459.99 FILTERRA iiH_ T ---, .w CURB INLET Tt-IROAT 232.1 GUTTER } FLOW /f GUTTER0- FLOW Structures DEPRESSED GUTTER AT /FILTEP.RA \� BYPASS CURB INLET THROAT OPENING (TYP) FLOWLINE ELEV 'A° FLO LIME ELIEV 13' ELEVATION VIEW t. F±LrEI"dRA uMr INTERLOCKING �` �1..r RMWAILR STRUCTURE J01%dT (:TYP) -.I 3 5 /. ,•f �' J 'E OUTLET F:PE ^' `,f ICV F .33 (BY1OTHERS) corrEC7 TO STORM DRAIN f . A• % ,,�. ✓f I i..., f 6/ R i � z f y I PERF"ORA"ILC icy E~FLucNr INVERT our S TER ' f UNDERDRAIN SYSTEM (� ®�') sTRurTURE STRUCTURE BY AMERICAST Er-FLueiir 1N (IAUST BE LOWER) (1ROSS SEI,TION MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DATE: 07-07-06 DWG: FLP -" 2 !��!! "W/W28 C Q r� FILT RAC TYPICAL FLOWLINE icor a Copyt,,'}-. ) 007b.,A ,,�. AN OULET PIPE RELATIONSHIPu U US FAT 6,2e7,274 AND 8,959,321 CROWNED FLUME FLUME - SLOPED PRECAST FILTERRA TOWARDS FILTERRA THROAT OP SLAB (TYP) + PRECAST 4J FILTERRA FILTERRA THROAT TOP SLAB CURB OPENING ('IY?)�, �:. -'': ` 4-6' FILTERRA THROAT OPENING 6 OPENING K•" -- • z xA'•d 4-6 OPrNIN°3'" - CAST--.N--PLACE ---u FLUME & GUTTER --fr a -�� (SLOPED TOWARD PRECAST -PLACE - DOWEL .9LTERRA THROAT) FILTERRA CAST -IN- -� (TYP) s - DOWEL BOX WALL FLUME & GUTTER PRECAST (TYP) (CROWNED AND SLOPED FILTERRA. TOWARD FILTERRA THROATS) BOX WALL. SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD 90' NOSING (OTHER. NOSING AVAILABLE UPON REQUEST) `--, PRECAST ' TOP SLAB 4-8" CLEAR THROAT I OPENING d d. - a d d x d CAST -EN -PLACE a" DEPRESSEDRFSSEQ GUTTER , AND THROAT OPENING d BY COINIRACTOR ( ) 4 DOWEL BAPS � 12 o.iBY AMERICAST TO BE BENT AS €�ECESSARY BY CONTRACTOR PRIOR TO INSTALLATION CE FIELD POURED GUTTERTiER I a ', THROAT PROTECTION DEVICE I E i OT O N REMOVE - LEAVE E t:. D R IN PLACE UNTIL SITE IS r STABILIZED LI`ED AND FILTERRA .. t 6 , 11 I IS ACl"11/f,TEI U �4 Q. PRECAST BOX WALL V V IMPORTANT FILTERRA FLOWLINE MUST BE AT A HIGHER SECTION VIEW ELEVATION THAN BYPASS FLOWLINE <DROP INLET OR STANDARD FILTERRA THROAT OPENING OTHER) MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY 'WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT, DATE: 02-27-06 DWG: CGT -4 FILTERRAO THROAT OPENING AND GUTTER OR FLUME DETAIL ll u lel 0,py,ig,t <: 2 t}' by Aso c i 1 US PAT 6,271,2.74 AND 6,569,321 '21 PRA MWITAN 1 L•- A A INLET SHAPING A (BY OTHERS) SDR 35 PVC COUPLING CAST INTO PRECAST BOX WALL BY AMERICAST (OUTLET PIPE LOCATION VARIES) CURB (BY OTHERS) TREE FRAME & GRATE CAST IN "E"OP SLAB PLANT AS SUPPLIED CLEANOUT COVER BY AME RICAS7 GALVANIZED CAST IN TDP SLAB `\ (NOT SHOWN ANGLE NOSING FOR CLARITY) / TOP SLAB • CURB AND GUTTER INTERLOCKING �. /J J (BY OTHERS) JOINT (TYP) �. \\ STREET -- L a -- 1 0 w Cd I, DOWEL BARS Nm > � 12" Q.G. r I l UNDERDRA'.N STONE PROVIDED BY AMERICAST .Pw1_RIGnaT- t.- PER J I f , Tt_ Q I � UMDERDRAIN SYSTEM, PROVIDED BY AMERICAST -' BY AA1 ERICAST FILTER MEDIA PROVIDED BY GMER!C T J SECTION A A DESIGNATION L W TREE GRATE OUTLET Width no. subtotal and walks C)"IY & SIZE PIPE o x F, 93%. Drinking Water Watersheds ....... (1 } 3k3 1 A" SDR -35 PVC MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM F€i_TERRA DRAWING AVAILABLE IN TIF FILE FORMAT. DATE: 07 07 06 1 DWG: FTST--2 E PRECAST FILTERRA@ UNIT � f� STANDARD CONFIGURATION US PAT 6,277,274 AND 6,559,321 29 STORMWATER DETENTION FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN WILL BE PROVIDED BY THE PERMANENT NORTH SWM FACILITY. DETAILS FOR THE FACILITY ARE PROVIDED ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NO.4, WPO# 2010-00023 AND 2013-69. STORMWATER QUALITY FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN WILL BE PROVIDED BY THE STORMFILTER AND VORTECHS UNITS CONSTRUCTED ,. , PART . a .' PLACE , a , . MANAGEMENT PLAN AMENDMENT NO.4, WPO# 2010-00023, AND THE FILTERRAS PROPOSED AS PART OF THIS PLAN. THE SITE IIS GRANDFATHERED r r 9VAC25-870-ORTH48 AND MEETS THE WATER QUALITY REQUIREMENTS OF PART 11 C SET FIN 9VAC25-870-,96. PER PART 11 C THE STORMFILTER AND VORTECHS UNITS PROVIDE A POLLUTANT REMOVAL RATE OF 60% AND THE FILTERRAS PROVIDE A POLLUTANT REMOVAL RATE OF 74%. THE REQUIRED OVERALL POLLUTANT REMOVAL RATE IS 72.9% FOR BLOCK G. (THE CALCULATIONS FOR BLOCK G ACCOUNT ROR ADDITIONAL iD: r r O... AREA 1! ` IIS THE FUTURE EXPANSION G4.) PLEASE REFER TO BMP COMPUTATIONS USING THE SIMPLE METHOD WORKSHEET PROVIDED , D ■ THE FILTERRAS SHOWN FOR BLOCK G SHALL BE INSTALLED AS PART OF THIS PLAN AND WILL E THE REMAINING WATER QUALITY NECESSARY Or rwO! REFERENCE SIMPLE METHOD WORKSHEETS ON THIS DWG AND THE BMP ANALYSIS AREA MAP ON DWG No. C-13. TOTAL BMP ANALYSIS AREA = 6.17 ACRES TOTAL L(PRE) = 8.71 LBS TOTAL L(POST) = 26.91 LBS TOTAL POLLUTANT REMOVAL REQUIRED = 18.20 LBS DRAINAGE AREA TO FILTERRAS = 1,96 ACRES PERCENTAGE PROJECT AREA TREATED BY FILTERRAS = 32% FILTERRA POLLUTANT REMOVAL RATE = 74% STORMFILTER & VORTECHS POLLUTANT REMOVAL RATE = &0% POLLUTANT REMOVED BY FILTERRAS (0.32)(26.76 LBS)(0.74) = 6.34 LBS POLLUTANT LOAD REMAINING = 26.76 - 6.34 = 20.42 LB3S POLLUTANT REMOVED BY STORMFILTER & VORTECHS (20.42 LBS)(0.60) = 12.25 LBS TOTAL POLLUTANT LOAD REMOVED 12.25 LBS + 6.34 LBS = 18.59 LBS 18.59 LBS > 18.20 LBS POLLUTANT REMOVAL REQUIREMENTS ARE MET FOR THIS AREA. FILTERRAS FILTERRAS TO BE STANDARD CONFIGURATION WITH RECESSED TOP SLAB. SEE TYPICAL DETAILS AND FILTERRA SCHEDULE ON THIS SHEET. Filterra Standard Plan Notesfi [terra Construction & Installation A. Each unit shall be constructed at the locations and elevations according to the sizes shown on the approved drawings.. Any modifications to the elevation or location shall be at the direction of and approved by the Engineer. B. If the FiltermIt' is stored before installation, the top slab must be placed un the box using the 2x4 wood provided, to prevent any contamination from the site. All internal fittings supplied (if any), must be left in place as per the delivery, C. The unit shall be placed on a compacted sub -grade with a minimum 6 -inch gravel base matching the final grade of the curb line in the area of the unit. The unfit is to be placed such that the Unit and top slab match the grade of the curb in the area of the unit. Compact undisturbed sub -grade materials to 95% of maximum density at i -l- 2% of optimum moisture. Unsuitable material below sub -grade shall be replaced to the site engineer's approval. D. Outlet connections shall be aligned and sealed to meet the approved drawings with modifications necessary to meet site conditions and local regulations. E. Once the unit is set the internal wooden forms and protective Dieeh cover must be left intact. Remove only the temporary wooden shipping blocks beteveen the box and top slab. The top lid should: be sealed onto the box section before backfilling, using a non - shrink t butyl rubber or similar waterproof o 1 u1 k rou bu bb s mil r w t ro f seal. The boards on to of the lid and g p P boards sealed in the unit's throat must NOT be removed. TheSuppher(Amertcast or. its authorized dealer) will remove these sections at the time of activation. Backfilling should be performed in a careful mariner, bringing the appropriate 611 material up in 6" lifts on ail sides. Precast sections shall be set in a manner that will s it result in a watertight joint. In all instances, installation of Filterrah, unit Shall confann to ASTM specification 0891 "Standard Practice- for Installation of Underground Precast Utility p b ry Structures" unless directedotherwise in contract co um nts. F. Curb and anter construction here resent shall ensure that the flow -line of the g (w' present) Filterra'i units is at a greater elevation than the flow -line of the bypass structure or relief (drop inlet, curb cut or similar). Failure to comply with this guideline may cause failure and/or damage to the Filterra environmental device. G, Each Filterra'" unit must receive aldequate irrigation to ensure survival of the living system during periods of drier weather. This may be achieved through a piped system, gutter flow or through the tree grate. ?Ili).',UG `r-w`•w•,tilteraa.coin 26 Project Drainage Area Designation Block G Driveways Length Width no. subtotal Length Width no. subtotal and walks 0.71 304.4 .. New Development (For Development, 93%. Drinking Water Watersheds ....... Rv(pre) Pausing Lots Area 1 Area 2Area 3 Area 4 Area 1 Area 2 Area 3 Area 4 4.45 4.95 .............13 46 ......... 12.65 " 94% .... Drink 0.40 Gratiel areas Area 1 Area 2 subtotal 1.28 Area 1 Area 2 subtotal . ....... ©the 459.99 6 x 4.70 = 232.1 8 X 4 x 0.70 Structures Area no'. subtotal s Area no, Actively -grazed pasture 3 Area yards and cultivated turf Active crop land Area Other Impemous Areas .. Area 1 ................................................. Impervious Cover .....:,. Rv(post) V ...... ......... ......... 68% Development Area 0.71 304.4 13.46 New Development (For Development, 93%. Drinking Water Watersheds C f l (pre) Rv(pre) 0.70 1,00 20%' ........... ...... 0.23 4.35 1,40 0%. 0.05 0.40 1.04 1%, ... ....... ...... : 0.06 min. +slues x0.08= x4.Q8= .... ......... ... Area x 025 = x 4.25 .. .... ... Area 2 Area 3 Area 1 Area 2 Area 3 ((pre) s, existing impervious cover <= 20% ire) L(post) I RR % RR Area Type 8.71 26.91 18,20 ...... ......... ......... 68% Development Area 0.95 , 13.46 12.51 93%. Drinking Water Watersheds 128 15.38. 14.10 92% Either Rural Land Redevelopment (For Development Areas, exisatng itnpervlouscover> 20% 11.11 ........1.111.11.1111. C f I (pre) * Rv(pre) L(pre) L(post) RR .. % RR . Area (i.'70 ti, 2 20 nl 0.23 1 8.71 26,91. 19.07 71IN,: Deve 0,35 0,85 ft ..... 00/ '' 4.45 4.95 .............13 46 ......... 12.65 " 94% .... Drink 0.40 0.8,5 1% ........ 0.06. 1.28 15,38 14.291 93% . ....... ©the rev. 30 May 2002 JMK 197,259 j/omm,, %W Activation filt erfa, A. Activation of the Filterra s" unit is performed ONLY by the Supplier. Itnchaser is responsible for Filterra" inlet protection and subsequent clean out cost. `fhis process cannot commence until the project site is fully stabilized and cleaned (full landscaping, grass cover, final paving and street sweeping completed), negating the chance ofconstruction materials contaminating the Filterra system, Care shall be taken during construction not to damage the protective throat and top plates. B. Activation includes installation of plant(s) and mulch layers as necessary. Included Maintenance A. Each correctly installed FitterraA', unit is to be maintained by the Supplier, or a Supplier approved contractor for a minimum period of 1 year. The cost of this -service is to be included in the price of each FilterradS unit. Extended maintenance contracts are available at extra cost upon request. B. Annual included maintenance consists of a Maximum of (2) scheduled visits. The visits are scheduled seasonally; the spring visit aims to clean up after Nvinter loads that may include salts and sands. The fall visit helps the system. by removing excessive leaf litter, C. Each Included Maintenanceconsist isit ofthe f in g tasks - 1. .ks. v c so nlItiov 1. Filtcrra'� unit inspection 2. Foreign debris silt. mulch R trash removal 3. Filter media evaluation and recharge as necessary 4, Plant health evaluation and pruning or replacement as necessary 5. Replacement of mulch 6, Disposal of all. maintenance refuse items 7, Maintenance records updated and stored (reports available upon request) D. The beginning and ending dateof Supplier's obligation to maintain the installed system shall be determined b • the Supplier tier at thetime the s stem is .activated. Owners Y y 1p Y must promptly notify the Supplier of any damage to the plant(s), which constitute(s) an integral part of the bioretention technology, ,;7,07;6 W11-W.fiEterm.com 27 DESIGNED BY: PROJECT: ; SET REV. NO. � T H 0 P, 00 JDB RESTAURANT & BREWHOUSE N ENGINIzEERS DRAWN BY: STONEFiELD BLOCK G MINOR SITE PLAN AMENDMENT SURVEYORS KTM ALBS ARLE COUNTY, VIRGINIA DRAWING NUMBER: * PLANNERS TITLE: Lic,•I` o. 0JZ6i DIHR BY. STOR WATER MANAGEMENT CALCULATIONS AND DETAILS - , DMJ SHEET NUMBER: °°• �' PO Box 41 19 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.3tfi.fi080 Phone: 434984.2700 REVISION 1IONAI, at , i 215079.01 507901c_S M-'.dwg c1vlL H:NIA 01113116 o 7 NO. SHEET REVISION i BY DATE NO. SHEET REVfSION BY DATE V. NIA Filterra Schedule Structure Number Size (ID ft) Filterra TC Filterra IMI OUT Bypass Str INV 1N PVC Outfall (in,) Recessed Top 230.1 4 X 8 464.73 461.06 460.61 4 Yes 23€32 7 X 13 464.00 460 17 460.61 6 Yes 184.1 6 X 10 464.57 460.74 460.55 6 Yeas 164.1 10 X 6 465.08 461.25 459.99 6 Yes 232.1 8 X 4 465.97 462.30 469.91 4 Yes DESIGNED BY: PROJECT: ; SET REV. NO. � T H 0 P, 00 JDB RESTAURANT & BREWHOUSE N ENGINIzEERS DRAWN BY: STONEFiELD BLOCK G MINOR SITE PLAN AMENDMENT SURVEYORS KTM ALBS ARLE COUNTY, VIRGINIA DRAWING NUMBER: * PLANNERS TITLE: Lic,•I` o. 0JZ6i DIHR BY. STOR WATER MANAGEMENT CALCULATIONS AND DETAILS - , DMJ SHEET NUMBER: °°• �' PO Box 41 19 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.3tfi.fi080 Phone: 434984.2700 REVISION 1IONAI, at , i 215079.01 507901c_S M-'.dwg c1vlL H:NIA 01113116 o 7 NO. SHEET REVISION i BY DATE NO. SHEET REVfSION BY DATE V. NIA