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SDP201100051 Plan - Approved Final Site Plan and Comps. 2011-10-25
GENERAL NOTES: DEVELOPER: STONEHAUS DEVELOPMENT, LLC 2421 IVY ROAD CHARLOTTESVILLE, VA 22903 434.974.7588 BELVEDERE OWNER: TMP 61-158A D.B. 3846, PG. 518 (RECORDED FEB. 2, 2010). BELVEDERE STATION LAND TRUST 2421 IVY ROAD CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING 200 GARRE17 STREET, SUITE K CHARLOTTESVILLE, VA 22902 CONTACT: MR. SCOTT COLLINS, PE 434.293.3719 TAX PARCEL #: 06100-00-00-158AO TOTAL ACREAGE: 3.446 ac. ZONING: NMD PER ZMA# 07-04 wl BELVEDERE COD APPROVAL ON JANUARY 5, 2010 (ACCOMPANIED BY APPROVED VARIATION REQUESTS DATED 2-3-2010) PROPOSED USE: MIXED USE- COMMERCIAL AND RESIDENTIAL 19 TOWNHOUSES 8 APARTMENTS 25,000 SF (MAXIMUM) NON-RESIDENTIAL COMMERCIAL, OFFICE SPACE. COMMERCIAL BUILDINGS FOIOTPRINTS, SIZES, AND HEIGHTS MAY CHANGE, BUT THE TOTAL SF OF ALL THE COMMERCIAL, NON-RESIDENTIAL SPACE SHALL NOT EXCEED 25,000 SF. NOTE: NON-RESIDENTIAL USES MUST COMPLY WITH USES PERMITTED IN THE CODE OF DEVELOPMENT. DEVELOPMENT DENSITY: 27 DU / 3.446 AC. = 7.84 DUA PHASING: THE PROJECT WILL BE PHASED AS INDICATED ON THE APPLICATION PLAN. THERE WILL BE A MINIMUM OF (3) PHASES. PHASE I WILL INCLUDE THE TOWNHOUSE UNITS ALONG THE PRIVATE ROADWAY. PHASE II WILL INCLUDE THE TOWNHOUSE 1UNITS LOCATED ALONG BELVEDERE CIRCLE. PHASE III WILL INCLUDE THE COMMERCIAL DEVELOPMENT, AND PARKING AREA FOR THE DEVELOPMENT. PRE -APPLICATION MEETING DATE: JANUARY 3rd, 2011. PROPOSED MAXIMUM ONSITE LOT COVERAGE (IMPERVIOUS COVER): ROADS/ALLEYS & PARKING= 41,268 sf (0.95ac) SIDEWALKS= 14,818 sf (0.34 ac) TOWNHOMES= 10,126 sf (0.23ac.) BUILDINGS= 16,488 sf (0.38 ac) TOTAL = 82,700 sf (1.90 ac) EXISTING BELVEDERE BOULEVARD & PATH DRAINING TO RETENTION BASIN= 75,355sf (1.73 ac) FUTURE/APPROVED APARTMENT COMPLEX DRAINING TO RETEN77ON BASIN= 375,911sf (8.63ac) PARKING REQUIRED: TOWNHOUSE UNITS w/ PARKING IN DRIVEWAYS & GARAGES: (2.25 SPACES / UNIT) x 19 UNITS= 43 SPACES NOTE: 2 SPACES PROVIDED ON EACH LOT NET REQUIRED TOWNHOUSE PARKING: 43 SPACES - (2 SP/LOT) x 19 LOTS = 5 SPACES APARTMENTS (NO GARAGES) (2 SPACES/ UNrr) x 8 UNITS = 16 SPACES NON-RESIDENTIAL: OFFICE — 12,500 SF (80%) x 1 SP/200 SF = 50 SPACES RETAIL - 5,000 SF (80%) x 1 SP/100 SF + (12,500-5,000)SF (80%) X 1 SP/200 SF = 70 SPACES RESERVE AT BELVEDERE MODIFICATIONS: THE PROJECT PROPOSES TO ELIMINATE 6 ON -STREET PARKING SPACES ON THE ADJACENT DEWELOPMENT. THESE 6 SPACES MUST BE ACCOMMODATED WITHIN THE PUBLIC PARKING AREAS AT BELVEDERE TOWN CENTER. TOTAL SPACES REQUIRED IN SHARED LOT = 5 + 16 + 50+ 70 + 6 = 147 SPACES PARKING PROVIDED: 96 SPACES IN PUBLIC PARKING AREAS NOTE: A SEPARATE SHARED PARKING REQUEST HAD BEEN SUBMITTED AND IS UNDER REVIEW. TOPOGRAPHY/SURVEY: BOUNDARY SURVEY COMPILED FROM BOUNDARY PLATS & SURVEY INFORMATION FROM .70 1E r'..-I-ONING OF THE PROPERTY. BOUNDARY LINE ADJUSTMENT PREPARED BY LINCOLN SURVEYING AND RECORDED 2/2/10 AT D.B. 3846 PG. 51.!:k,TOPOGRAPHY OBTAINED BY WW ASSOCIATES FROM JULY 2009 AND FIELD VERIFIED BY COLLINS ENGINEERING IN JUNE OF 2011. BENCHMARK: EXISTING MANHOLE ALONG BELVEDERE BOULEVARD IS 470.31 (SHOWN ON SHEETS 1 & 2). DATUM: ELEVP.:rIONS BASED ON NAD '83. FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003CO279D, EFFECTIVE DA'FE FEBRUARY 4, 2005. STREAM BUFFERS: THERE ARE NONE ON THIS SITE. WATERSHED: UPPER RIVANNA RIVER WATERSHED EXISTING VEGETATION: CLEARED, SLOPING PARCEL WITH GRASS COVER ON 50%+ OF THE SITE. ACCESS: THIS DEVELOPMENT WILL ACCESS THE PUBLIC ROAD BELVEDERE BOULEVARD VIA PRIVATE R0ADS AND PRIVATE ALLEYWAYS. CURB AND GUTTER AND STORM SEWER SYSTEMS WILL CONVEY DRAINAGE WITH THIS DEVELOPMENT. SETBACKS: PER BELVEDERE CODE OF DEVELOPMENT, THE MINIMUM SETBACKS FOR TOWNHOMES WITHINI BLOCK 2 ARE AS FOLLOWS: FRONT BUILD -TO FROM STREET: 8-16' SIDE SETBACK: of REAR SETBACK: 10, PER BELVEDERE CODE OF DEVELOPMENT, THE MINIMUM SETBACKS FOR COMMERCIAL, MULTIFFAMILY OR CIVIC USE WITHIN BLOCK 2 ARE AS FOLLOWS: FRONT BUILD -TO FROM STREET: 51 SIDE SETBACK: 51 REAR SETBACK: 10, NOTE.- FOR STRUCTURES WITH FRONTAGE ON MORE THAN 1 R.O. W., THE BUILD -TO LINES SHIALL APPLY ONLY TO THE PRIMARY ELEVATION. MASSING & FORM: BUILDING MASSING, FORM AND HEIGHT IS GOVERNED BY THE BELVEDERE CODE OF DEVELOPMENT & SHALL NOT EXCEED 50 VERTICAL FEET. THE MAXIMUM NUMBER OF EMPLOYEES WILL BE 70 EMPLOYEES. RETAINING WALLS: RETAINING WALLS ARE SHOWN AND LABELED ON THE GRADING PLAN. ALL RETAINING WALLS HIGHER THAN 4' SHALL HAVE A GUARD OR HANDRAIL. RETAINING WALLS SHALL BE CONSTRUCTED OF SEGMENTED BLOCK. SITE AREAS: RECREATIONAL AREA: 0.18± ac. (5.2%) *OPEN SPACE: 0.35± ac. (10.2%) OPEN SPACE INCLUDES THE AMPHITHEATER & PAVILION AREA, BUT CONSERVATIVELY DOES NOT INCLUDE THE PARKING LOT ISLANDS CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. NO CEMETERIES WERE FOUND ON THE PROPERTY DURING THE FIELD INVESTIGATION. BELVEDERE CUMULATIVE OPEN SPACE PLAN/ PLAT NAME DB/PG PLAN/ PIAT DATE TOTAL AREA (AC) OPEN SPACE AREA (AC) Belvedere Blvd Dedication 3545/234 12/15/2006 31.318 2.669 Belvedere Phase I (blocks 3,4a, 5a, 6b & 9a) 11/20/2007 34.225 16.675 *i'he Reserve at Belvedere final site plan 1 9/30/20101 16.1441 6.69 Belvedere Town Center (SUBJECT PLAN) 5/16/20111 3.4461 0.35 R-1 DP -1 ROAD PROFILES T TOTAL AR,EA185.1331 I% OPEN SPACE .......... 26.384 . ...... 31.0% L oil FINAL ImAl� 1 RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA /x N TMP62Ai-oA-so STARKES, LORETTA GOR ARTHUR L ZONED: R-2 z z f A P/PlqECT-�` _T 402 cj f< <�N 4Qj �, V '4 is BEL r'_"A I \REiV6E V7f��jA' \ .STATION 4ND TRUST; HAUSER& STAN C ITi MANO rTl\ TMP 61-1 'RESERVXAT-BEL SHEET LAYOUT SCALE: 1" = 60' ,�17:T���rT • • • BELVEDERE STATION LAND TRUST 21421 IVY ROAD CHARLOTTESVILLE, VA 22903 PHONE: (434) 974-7588 PROJECT ENGINEER COLLINS ENGINEERING 200 GARRETT ST., SUITE K CHARLOTTESVILLE, VIRGINIA, 22902 PHONE: (434) 293-3719 O 0 THIS PROJE61T co) D144 o SQ8,Dj "I 4�:7 Isi4 VICINITY MAP ��'� SCALE: I" = 1000' oJo Sheet List Table Sheet Number Sheet Title T-1 COVER SHEET E-1 E WA, Y S-1 SITE S-2 UTILITY S-3 GRADING AND DRAINAGE S-4 t 1-"o':)ICAL NOTES, DETAILS & CROSS SECTIONS S-5 WALL, DUMPSTER AND UTILITY DETAILS S-6 BUILDING SECTIONS R-1 DP -1 ROAD PROFILES T OP -2 UTILITY PROFILES DP -3 DRAINAGE PROFILES DP -4 DRAINAGE COMPUTATIONS ESC -1 E&S NOTES AND NARRATIVE ESC -2 EROSION AND SEDIMENT CONTROL PLAN PHASE I ESC -3 EROSION AND SEDIMENT CONTROL PLAN PHASE 11 ESC -4 :FEROSION AND SEDIMENT CONTROL PLAN PHASE III ESC -5 E&S PLAN DETAILS AND COMPUTATIONS LL -1 LANDSCAPING LL -2 LIGHTING PLAN CURB & GV 57 F_ ci U-1 Q: PROPOSED PAVEMENT CL -.3 VDOT STANDARD STOP SIGN :r 0 EC—JA DITCH — —200— — — EXIS77NG CONTOUR U U fn DEPTH OF EC --3A DITCH —200— O 0 THIS PROJE61T co) D144 o SQ8,Dj "I 4�:7 Isi4 VICINITY MAP ��'� SCALE: I" = 1000' oJo Sheet List Table Sheet Number Sheet Title T-1 COVER SHEET E-1 EXISTING CONDITIONS AND DEMOLITION S-1 SITE S-2 UTILITY S-3 GRADING AND DRAINAGE S-4 t 1-"o':)ICAL NOTES, DETAILS & CROSS SECTIONS S-5 WALL, DUMPSTER AND UTILITY DETAILS S-6 BUILDING SECTIONS R-1 DP -1 ROAD PROFILES DRAINAGE MAP OP -2 UTILITY PROFILES DP -3 DRAINAGE PROFILES DP -4 DRAINAGE COMPUTATIONS ESC -1 E&S NOTES AND NARRATIVE ESC -2 EROSION AND SEDIMENT CONTROL PLAN PHASE I ESC -3 EROSION AND SEDIMENT CONTROL PLAN PHASE 11 ESC -4 :FEROSION AND SEDIMENT CONTROL PLAN PHASE III ESC -5 E&S PLAN DETAILS AND COMPUTATIONS LL -1 LANDSCAPING LL -2 LIGHTING PLAN 20 TOTAL NUMBER OF SHEETS U) LEGEND ENGINEER /V - 7-7- f EXISTING CULVERT EARTH DITCH CUL VER T Ia4--it ti ALBEMARLE COUNTY SERVICEWUTIIORIDL-21����-/",l-I DROP INLET & STRUCTURE NO. 1- 2 DRI VEWA Y CUL VER T M A BENCH MARK LU Uj CURB zcyi V) CLEARING LIMITSTT!:R N CURB & GV 57 F_ PROPOSED PAVEMENT S's VDOT STANDARD STOP SIGN 0 0 EC—JA DITCH — —200— — — EXIS77NG CONTOUR U U fn DEPTH OF EC --3A DITCH —200— PROPOSED CONTOUR EC -2 DITCH 240.55 PROPOSED SPOT ELEVATION 7BC DEN07ES TOP/BACK OF CURB c,4 DEPTH OF EC -2 DITCH T18 DENOTES TOP OF BOX - APPROVALS DATE. DEPARTMENT OF COMMUNITY DEVE OPMENT U) PLANNER/ZONING L,&,- _V ENGINEER /V - 7-7- f INSPECTIONS(-oft:l ARB kj DEPARTMENT OF FIRE R SC Ia4--it ti ALBEMARLE COUNTY SERVICEWUTIIORIDL-21����-/",l-I DEPARNIEW OF TRANSPORTATIOW-4M 1- 2 -VIRGINIA . HEALTH DEPARTMENT h1k M COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. egT TH 0 LT ia ,SCOTT GOLLINS� L CD U) M LU Uj zcyi V) N 57 F_ O57 0 0 cy) _j U U fn LU 57 LJL c,4 z z 0 LU 0 ) 2 x w W U LU F- co w0 CL D W W 0 U) ce (n z U —Z J0 U z k� 0 (29 0� Uj z 5 Z Z 0 w 6 _j -C _j UJI Uj 0 z 0 ZLUZZO�0 a a -0 > 0 F- yj Z U*) LI) < a. LU U -i0 U - (A U U 0 LLJ ce Uj -j W ci < < z Z cj� ce > W AV Hy W CL0- W CC U) > 0 °Q) > ;7p Lu Uj UJI c) UJI cr_1 > - 0 WUjW 0 o E� _U -� ce Ile w of 0 (3) CS CD M zcyi N cy) d. LJL c,4 0 0 01 5 W 06 LU w LLj U) J0 z < ]a' W z J0 6 _j -C _j 0 _j U_ -0 > U) 0 U -i0 U - -j W 0 Q) F_ 0 z LLJ AV U X Armm < °Q) r ;7p Lu w c) > - 0 0 o E� _U -� Ile U 0 (3) CS WUj F- C:.<D 0- DW 0 z zw F- Lw 0 U.J W > Z-0 U3 _0 w j z Uj F _ 0 U) CID F_ -2 F_ o- o -Q) w 0-:3 � I ct > 0 10� .6) C) 2 o 0 < Q_ X -0 q) Q) Q) t -- E 0 C) q> -0 LU LU Q) JOB NO. 7D Q) 112049 -2, > SCALE U) 0 AS SHOWN SHEET NO. T -1 q> o - JF_ 0 ,5 10 P20 0 TMS' 62-16oB / NERS: GREENBRIER-RUTLEDGE TMP 61-158A SWIM CLUB INC, -- -- - �5 � ' D.B. 3846, PG. 518 (RECORDED FEB. 2, 2010) ZONED: R_ , ' / , w > BELVEDERE STATION LAND TRUST �'�' r 2421 IVY ROAD USE. !✓AC'AIlITRE.SICIENTIAL � �' / w '' 4-(J-- � � ; _ '� -� �! CHARLOTTESVILLE, VA 22903 DATUM: ELEVATIONS BASED ON NAD '83. NOTES: 1. BOUNDARY SURVEY COMPILED FROM BOUNDARY PLATS & SURVEY INFORMATION FROM THE REZONING OF THE PROPERTY. BOUNDARY LINE ADJUSTMENT PREPARED �. BY LINCOLN SURVEYING AND RECORDED 2/2/10 AT D.B. 3846 PG. 518. /�/ n T(1D(1P_DA0WV nOTAThmn 12V IAAAl ACCt%f'TATCC CDnm 1111 V )nnn ARIM GTm n 47 TK 0�1' SCOTT R. COUINS�?' ,u No. 35791 � �14o: Lu 1 C U0 V 4 w a w U) w 0K 1-4 ri 1-4 x -i � -4 -q Iq o co o rn cv o N r. co rn rn H 1 Z Lu i {'r) 57 {*q 0 i U i C7 + i Z z ; H i-1 1 C z u.j tti 06 N UZ t1J H W i 0 n Z 0 uj Z H z_ �z w 0 w U) f �- U) z J M w) 2 w j O J � O CL I c6 fl 1, H W o w i W L � uI 0 a Q � O L9 w i ce V q) 0 _q) N 0 Lu 1 C U0 V 4 w a w U) w 0K 1-4 ri 1-4 x -i � -4 -q Iq o co o rn cv o N r. co rn rn I r {'r) {*q i C u.j 0 06 N �.. N H ;___4 F— D w z_ �z 0 w O U) z J w) O J � O c6 H W o L � uI 0 a Q � O L9 W V q) 0 _q) N 0 ;:;p < 3 _j W j_ U) U) m a� L � Q � iC U 0 U '0N F_ -Y V O � � O T � i11 LJLJ 0 a � 0 C ul �t �Lli/� p � ice./) O_ O (D V z L z -, Ft U) y / F- /uj UJz W C w U i11 1 �4 F z c w s� O UJ z J 1016 I GRAPHIC SCALE 30 0 15 30 60 EN FEET 1 inch = 30 ft 120 -TMP 61 -158A BEL VEDERE STATION LAND TRUST; ROBERTM3 STREET SIGN ZONED: NMD YP) VA CA N T RESID ASPHALT / TMP6i-.i6oB GREENBRIER -RUTLEDGE SWIM CLUB INC ZONED: R -A JSE: VACANT RESIDENTIAL PATHWAY � 0: 7.: 7'P TMP 62-oi-A 0) of e A- poll 4'F/C-F/C 'A MAXIMUM RETAINING WALL HT.= 5.33' NOTES: 1. ALL FACE OF CURB RADII ARE 5' UNLESS OTHERWISE NOTED. 2. (D REPRESENTS 6 PARKING SPACES 3. TOWNHOMES PROVIDE 2 PARKING SPACES 4. MAXIMUM HEIGHT OF COMMERCIAL BUILDINGS IN THIS BLOCK IS Dr -o'. 5. ALL PLANTING STRIPS SHALL BE A MINIMUM OF 6' WIDE AND SIDEWALKS SHALL BE A MINIMUM OF 5' WIDE. 6. THE SIGHT DISTANCE EASEMENT SHALL BE SUBJECT TO VDOT APPROVAL. 7. ALL PRIVATE ROAD ENTRIES TO BELVEDERE BOULEVARD AND BELVEDERE CIRCLE SHALL BE VDOT STANDARD CG -1z ENTRANCES. NOTES: 1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS FOR BELVEDERE TOWN CENTER ROADS TO ANY ROAD EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB AN ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT Mt.IINU rL/-\Ul1U. N(, 35011-18 B VEDERESTATION I �* _�_ / "1 -.1-1 1 ___ r� ' PRI 1p_ SIDEWALK INT LA DTRUST;ROBERTM Aj FOO' 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE ZONED: NMD HASE III - X- 20' CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. 3 1 VACANT RESIDENTIAL a0 BELVEDERE PLACE Type: RIGHT Sub ciktegory:Tube Slides Tangent Data - LI Product ,model 65-740-5 L9ti Prices $3,718;00 Length: 0.631 Course: N 180 22'23.5073" E Circular Curve Data - C1 External: 13.663 Qompotibility:z-; Delta: 46- 47' 12.4677" Type: LEFT Tangent Data - L6 psi Ground,8pace, 0" x 13' (2,7m x 4m) Length: 187.001 -Radius: 105.000 S 710 38'26.7765" E Circular Curve Data - C5 -Length: 85.741 Tangent: 45.423 Delta: 90- 54- 22.7786" Mid -Ord: 8.631 External :9.404 Radius: 33,000 Chord: 83.379 Come: N 050 01' 12.7262" W Circular Curve Data - C2 33.526 Mid -Ord: 9,851 Delta: 290 09'49.4377" Type: RIGHT Chord: 47.037 Radius: 110.000 S 260 1 V 08.1672" E Tangent Data - L7 Length: 55.990 Tangent: 28.616 Length: 47.332 Mid -Ord: 3.543 External: 3.661 ALLEY D Chord: 55.388 Course: N 130 49'54.2413" W Tangent Data - L2 Length: 250.000 Length: 180.571 Course: N 000 45'00.4781" E Circular Curve Data - C3 Uj Delta: 01- 17'49.7565" Type: RIGHT Cq Radius: 1000.000 F_ Length: 22.640 Tangent: 11.320 'Mid -Ord: 0.064 External: 0.064 Chord: 22.639 Course: N 010 23'55.3563" E (Tangent Data - L3 (Length: 154.427 Course: N 020 02'50.2346" E BELVEDERE WAY Tangent Data - L4 Length: 150.000 Course, S 890 14'59.5221" E ALLEY C Tangent Data - L5 Length: 11.480 Course: N 180 22'23.5077" E Circular Curve Data - C4 Delta: 89- 59'09.7158" Type: RIGHT Sub ciktegory:Tube Slides Radius: 33.000 Product ,model 65-740-5 L9ti Prices $3,718;00 Length: 51.828 Tangent: 32.992 ASTM Compliant, Yes Mid -Ord: 9.663 External: 13.663 Qompotibility:z-; Chord: 46.663 Course: N 630 21'58.3655" E Tangent Data - L6 psi Ground,8pace, 0" x 13' (2,7m x 4m) Length: 187.001 Course: S 710 38'26.7765" E Circular Curve Data - C5 01 Z Delta: 90- 54- 22.7786" Type: RIGHT Radius: 33,000 Uj C\11 Length: 52.358 Tangent: 33.526 Mid -Ord: 9,851 External: 14.043 Chord: 47.037 Course: S 260 1 V 08.1672" E Tangent Data - L7 Length: 47.332 Course: S 180 22'23.5076" W ALLEY D Cq Tangent Data - L8 Length: 250.000 Course: S 000 45'00.4781" W Uj 3: 'BUILD-T(I INE (TYO (TYP) CG -2 (TYP) 3 4 2338sf PROPER LINE 18' FOOTPRINT lb \11r1) 8 DISABLED SIGN a PARKING, 24' SI`6 VIE� 7 6'PL4A TING V - DISTANCE 00Sf STRIP 10 TPRIN T NOTE: LOCATION OF ENTRANCE AND SITE DISTANCE WAS APPROVED WITH BELVEDERE BLVD PHASE I CONSTRUCTION PLANS PREPARED IBY WW ASSOCIATES, DATED JUNE 14, 2006 AND APPROVED APRIL 19, 2007. THE SITE DISTANCE AS SHOWN ON THIS PLAN IS CONSISTENT WITH THE PREVIOUSLY APPROVED SITE DISTANCE FOR THIS EXISTING ENTRANCE. MIRACLE RECREATION EQUIPMENT Ask,a question about this Pr4du.0 "L" Tube S114e, Ufa Eich ,165440-5 0 SCOTT R. COLLINS77' No. 35791 ,4) Cate9pry -. Free-standing Play Events Sub ciktegory:Tube Slides Product ,model 65-740-5 L9ti Prices $3,718;00 U) CPSC.Compfiaht: Yes ASTM Compliant, Yes Z Platform Height:,5' Z Qompotibility:z-; 0 Age Range: 2-12 UJI Protective Area: ::24'x 25'(73m,,x 7,6m) psi Ground,8pace, 0" x 13' (2,7m x 4m) 0 SCOTT R. COLLINS77' No. 35791 ,4) CV) 0 F- L9ti L U) ln� L , Z U W Z 0 UJI Ct? U) U> < 01 Z L > Uj C\11 L Ce .4 CV) L9ti Ct? mmw CO 0) C\11 .4 CY) Cq 113- C:) Uj 0 (j Cq F_ Lij Ld LLJ w z _j _j ,0 0 _j 1-4 -0- 0 U_ 0 wii( z 0 F- CL 0 _j Uj Uj AW U x Arm <o z (f)0 q) 0 17 0 Ile 0 c -Y W U Ul -i CY Uj 0 :3 z LL, 0 Uj C) 0 w > w-0 W _j U _j S -i 0 . 0 -0 o w D_ 0� 2! or_ 0o < x -0 Q) (D Q) --F- E Q) °0 u3 _c: 0 -o LU E aS0 0 Fn JOB NO, 112049 0 > wQ) u) 0 SCALE a_w 1 =30' u) Q) c SHEET NO. -2 D_ C:� S-1 a) D_ u) / TAIIP 61-16o8 GREENBRIER-RUTLEDGE I J SVi/lM CLUB INC. ZONED: R -y _ USE: VACANT RESIDENTIAL EXISTING 12 DUCTILE �6 o pN / IRON WATERLINE (TYP.) N ^` 19 -158.,w , w EXISTING / BEL VEDERE S TA TION � '�. rcue 12"X1 2"X8 " TEE LAND TRUST' ROBERTM� EXISTING 12 DUCTILE (2) 12" G.V.IRON WATERLINE (TYP.)ZONED: NMD (1) 8" G.V. -I� SE: VACANTRES/DEAT> I i / TIE INTO EXISTING 1 � / / / I ; J I � r• GRAPHI� �CALT� 30 ( 0 15 30 60 10 (arm} 1 1 in�h = 60 ft H0 SCOTT R. COI.,I,INS�e, ,C) No. 35791 ,l. SrORIAL "-I a� aM rq L I RAW% z z gr Ar CS) CV d' o O ._j v u m O }— z z w z H �w (� �_ zw z L1J LLl O rl � U)V V) u U) 0 t> 4 MEOW w z w w Q 0 CL u� 0 z a z � Z o Q Q 0- H W uj � o F—LU o� v U) ce f_ < Q — 3 v Lij o- V � v x x v a. U ivj ul ui W O � ; NOTES: :L. ALL RETAINING WALLS GREATER THAN 4' 1Y 0 IN HEIGHT SHALL HAVE A GUARD OR HANDRAIL. SCOTT COLLINS�Z 2. ALL PROPOSED SLOPES STEEPER THAN 3:1. 0 c -P U No. 35791 1:, SHALL HAVE LOW MAINTENANCE GROUND z 1-6 TMP 6s-x6®B cill COVER. b �_#h GREENBRIER -RUTLEDGE ONAL f-1 A ZIA R -I I fr) IA I,- ROAD SECTIONS R SIL RI N IS CG -2 CURB - C CONCRETE 4" VDOT 21A 1/ STONE BASE 1• sM_ VDOT2iA 3:z SIDEWAL 5" 9.5 CG -6 CURB 4" EXIST. GROUND 1" 1' SURFACE & GUTT R STONE BASE 1 114`:1' COURSE 114':1' 3„ gM_z5 6" COMPACTED EXIST. GROUND INTERMEDIATE 'AGGREGATEBASE is, 1z' COURSE COURSE, VDOT#2xA 12' 2, 5' (PERPENDICULAR PARKING) (DRIVE AISLE) 1' BELVEDERE #r.41-(51' PRIVATE R11F) 5R1w D."IGN SPErDr 20 "H PERP.ENIAZU1. R P"MAW ON ONdI Slillt' RI CIL RIW POINT OF FINISHED GRADE %- ' CONCRETE /1.5" SM -9.5 CG -6 CURB 4"CONCRETE 4`CG-6 CURBSIDEWALK 31 3s SIDEWALK & UTTER SURFACE & GU R 1':1' 1i4":i EXIST. GROUND COURSE 4" VDOT 2xA 3" BM -25 6" COMPACTED 4 VDOT 2-A j STONE BASE VDOT 21A INTERMEDIATE AGGREGATEBASE 4' VDOT 2 STONE BASE STONE BASE COURSE COURSE, VDOT#21A STONE BASE EXIST. GROUND 5, 9' 10q' 10' 9' S` 05, (PARKING SPACE) (DRIVE AISLE) (DRIVE AISLE) (PARKINGSPACE) 0.5 39' RIW BELVED.9" PLACE (39' PRIVATE R/)Pr) STA fff50 TO f3t25 I D=11 SP".& ,2O "H PARAL"L PARIYIAV ON BOTH SIDES' R/W I RIW / CIL �Y CONCRETE 6' PLANTING VDOT zv4 6' PLANTING 4" CONCRETE 3a 45iDEWAL STRIP 4' CG -6 1.5"SM-q.5 CG -6 CURB 4"VDOTz1A STRIP SIDEWALK STONE BASE & UTTER SURFACE & GUTT R STONE BASE 31 EXIST. GROUND 1" 1' COURSE 1/4"a' : + 3.Z 4'VDOTz1A 4' VDOT2v4 j STONE BASE 3„ gM_�5 6"COMPACTED STONE BASE INTERMEDIATE AGGREGATEBASE EXIST. GROUND u' COURSE COURSE, VDOT#21A 12' 5 Y s' o. ' (FIC -CIL) I (FIC -CIL) 5 0' 39' RAN BELMERE' PLACE A (39' PRIVATE R/hr) STA fOf00 2V ff*50 L W,(C!N SPZC& 2O ",ff I 740 PARALLEL PAWAV RNV I R( CIL /POINT OF FINISHED GRADE 4" CONCRETE 6' PLANTING " CONCRETE SIDEWASTRIP CG -6 CURB 1.5" SM -9.5 CG -6 CURB 4L SIDEWALK & UTTER SURFACE & GUT7 R 1':i 1 EXIST. GROUND COURSE •: 3.1 VDOT 21AVDOT z1A -----'�� STONE BASE 3" BM -25 6" COMPACTED � � 4 4"VDOTz1A INTERMEDIATE AGGREGATEBASE 4' VDOT 21A STONE BASE STONE BASE COURSE COURSE, VDOT#ziA STONE BASE EXIST. GROUND12' 1O, 9' 5 6' (FIC -CIL) (DRIVE AISLE) (PARKING SPACE) 5' EXIST. GROUND EXIST. GROUND 38' R/W BrLVEDE , PLACr (38' PRIVATE R/hr) f3t25 TO f4f50 ,AWIGN SPL"L"D.' 20 VPH PARi"L PA.WAV ON ONE SIDES I I FINISHED GRADE I HCV Q 'P_ RIW CG -2 CURB CIL SCOTT ` R. COLLINS'Z RNV PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING U NO. 55791 GENERAL CONSTRUCTION NOTES FOR STREETS 1(2" SM -9.5 1.6 0, -•-----'" a 0 SURFACE REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE ONAL E 11.48 REQUIREMENTS OF THE PERMIT SHALL GOVERN. COURSE 2. EXIST. GROUND d 1/4": 4"Z - 6 EXIS/T, GROUND 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOTSTANDARD H j ¢U AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3" BM -25 EROSION AND SIL TA 77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH SM -9.5 11/2 1.67 INTERMEDIATE 2.15 EXISTT. GROUND / COURSE 12.56 THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY 59 EXIST. GROUND 7' 7' 2 5 4.58 SM -9.5 2b' 1.67 BM -25 CLEARING, GRADING OR OTHER CONSTRUCTION. 2.15 EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND II POINT OF �„ I ALBEMARLE COUNTY I x o� , T. T'ATAT )lT A 11T /Y T. 1T11T I T 1T/1T ]l["1 .FINAL PLAN GENERAL NOTES' Location ADT HCV Q 'P_ GENERAL CONSTRUCTION NOTES SCOTT ` R. COLLINS'Z 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING U NO. 55791 GENERAL CONSTRUCTION NOTES FOR STREETS CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOI). THIS PLAN AS DRAWN MAY NOT ACCURATELY 1.6 0, Uj a 0 429 REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE ONAL E 11.48 REQUIREMENTS OF THE PERMIT SHALL GOVERN. 1 112 2. ALL MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA TION d 2.15 21A 6 0.6 12.56 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOTSTANDARD H j ¢U AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SIL TA 77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH SM -9.5 11/2 1.67 SPECIFICA77ONS 3 2.15 21A 6 0.6 12.56 THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY 59 0 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR N `Y 4.58 SM -9.5 11/2 1.67 BM -25 CLEARING, GRADING OR OTHER CONSTRUCTION. 2.15 WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED 6 0.6 12.56 ALLEY D 53 0 53 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. TO A BOUNDARY LINE OR A NA 7URAL WATERCOURSE. SM -9.5 2 1.67 BM -25 0 2.15 21A 8 5. THE MAXIMUM ALLOWABLE SLOPE /S 2 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY ■ (n TREA 7MENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONS7RUC77ON. ADDITIONAL GUARDRAIL MAY BE OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. > REQUIRED AT LOCAT70NS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE LU COUNTY ENGINEER (FDR PRI VA 7E ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO Uj REQUIRED, I T SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM 774E EDGE OF PA VEMENT TO THE FACE STABILIZE A DRAINAGE CHANNEL. OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 0 4. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN7IAL DRIVEWAY EN7RANCES SHALL TRAFFIC CONTROL DEVICES. ¢ U 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE o r_ z PIPE -CLASS III. a c 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLA TION MUST COMPL Y Wl TH OSHA STANDARDS FOR THE CONSTRUC77ON INDUSTRY (29 CFR PART 1926). U z ca DETERMINED BY VDOT FOR PUBLIC ROADS 11. VDOT STANDARD CO-;' OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MA 7FRIAL rs Cy) AT ALL CUT AND RL' 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION /S REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS, THE VIDEO INSPECTION SHALL BE CONDUCTED IN Cr3 ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPEC77ON PROCEDURE. co CURB AND GUTTER PAVEMENT Q OO \\ SLOPE VARIES LOCATIONSM-9.5A 21-A ROAD NOTES �- EXIST. GROUND v ° - - I PARKING SPACES 2" & C a =1 I I=! I i=1 ALLEYS 2" s" GRADING �" - 11 ! -I 1 I I BIT. PAVE. SURF, CRSE. 1 STANDARDS774E LA 7FS OFPON THE RGINIA DEPARTMENTHE ROAD & T OF TRANSFICA PORTATION SPOR TONS, TO SPECIFICATIONSS HALL i - GOVERN THE MATERIAL AND CONSTRUCTIONMETHODS OF THIS PROJECT. CL EXIST. GROUND 2 AGGREGATE SUBBASE CRSE. N "COMPACTED PRIVATE ALLEY D S . 'TION AGGREGATEBASE PRIVATE ALLEY C SAMON AGGREGATEBASE COURSE, VDOT#2xA (20' PRIVATE ACCESS ESNT-) COURSE, VDOT #21A (20' PRIVATE ACCESS ESAff.) DRSIGN SP88D.• 20 MPH .0"AGN SPSB.k 20 .VPH TRIP GENERATION BASED ON ITE TRIP GENERA 77ON MANUAL, 7TH EDITION TRIP G ENER T1 ; TOWNHOUSES (ITE LUC 230) ADT 19 UNITS x 5.86 ADT/UNIT = 111 ADT SCALE. 1" = 100' (55.5 ENTER/ 55.5 EXIT) AM PEAK. 19 UNITS x 0.44 VPH/UNIT = 9 VPH /i - (2 ENTER/ 7 EXIT) ///,1 //. / / \ \ = - - - - PM PEA K.• 19 UNI IS x 0.52 VPH/UNI T = 10 VPH / /S' DELVE=ERE BLVD(6 ENTER/ 4 EXIT) !! / APARTMENTS (ITE LUC 220) � ) / ADT 8 UNITS x 6.72 ADT/UNIT = 54 ADT r (27 ENTER/ 27 EXI T) K (l AM PEAK. • 8 UNITS x 0.55 VPH/UNIT = 4 VPH �1///% 1 (( �. \ 1 \ _ i / , l l / ( (1 ENTER/ 3 EXIT) / 1 i, \ .. F PM PEAK. 8 UNI TS x D. 67 VPH/UNI T = 5 VPH j///lw_ \ E WAY / ! / 1 / ( (3 ENTER/ 2 EXI T) - - :,,,. `\ ' 0 , ADT /ill/ \ \ \ �J4 \ - / / / / } / / NON-RESIDENTIAL/ OFFICE (ITE LUC 710) ADT 12,500 SF x 11.01 ADT/ 1000 SF = 138 AD' T (69 ENTER/ 69 EXIT) AM PEAK.• 12,500 SF x 1.55 VPH/ 1000 SF = 19 VPH rte- / `(17 EN7FR/ 2 EXIT) \' r / / / ( PM PEAK. 12,500 SF x 1.49 VPH/1000 SF - - 19 VPH (/ _ _ \ + m ` / / / i / / (3 EN TER/ 16 EXIT) / ((/ NDN -RESIDENTIAL/ SPECIALTY RETAIL (I TE LUC 814) ADT 12,500 SF x 44.32 ADT/ 1000 SF = 554 ADT (277 ENTER/ 277 EXIT) / / r 1 �� �© = - \� _ / / / j9- ; / / /' / / AM PEA K. 12,500 SF x 6.84 VPH/ 1000 SF = 865 VPH (41 ENTER/ 45 EXIT) PM PEAK. 12,500 SF x 5.02 VPH/1000 SF = 63 VPH (35 ENTER% 28 EXIT) jai / - (l//(VARIABLE WIDTH) �l {i %1// i/ - - - _ _ (5 MIN.) - � 4" CONC. h, 4: 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE / 11 /,///// NOTE: CONCRETE SHALL BE 3000 psi AT 28 DAYS OR STRONGER. ,- GRADED & THOROUGHLY 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED p (_ COMPACTED SUBGRADE FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH w 0) Uj o SUITABLE MATE r�MIL TO THE SA 77SFAC77ON OF THE ENGINEER. cq z TYPIE"AL ALL.Fr & P.A.R".M! LOT SL'L''TION J. ALL GROWTH Or TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE 04 H U �°a' SUBBASE DEPTH IS BASED ON AN ASSUMED DESIGN CBR ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES '� VALUE OF 8. ADEQUATE SOILS TESTS OF THE SUBBASE SHALL AT ROAD INTERSEC77ONS SHALL BE REMOVED. �C z BE PERFORMED FOR ACTUAL DETERMINATION OF REQUIRED 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER > o SUBBASE THICKNESS PRIOR TO PLACEMENT OF SUBBASE. PRIOR TO THE CONS7RUCTION OF THE SUBGRADE. >� a z _.. Table 4 Pavemet>t Design (VOOT Pavement Design Guide) o _ _ Pavement Design ___. - _... __ R] 1.0 Location ADT HCV w CBR SSV Dr Swface 'h 'a Base b a GENERAL CONSTRUCTION NOTES FOR STREETS J. ALL DRIVEWAY EN7RANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH Dp Uj a 0 429 5 5 11.48 SM -9.5 1 112 �o � d 2.15 21A 6 0.6 12.56 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOTSTANDARD H j ¢U AND 5 6.68 SM -9.5 11/2 1.67 SPECIFICA77ONS 3 2.15 21A 6 0.6 12.56 ALLEY C 59 0 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR N `Y 4.58 SM -9.5 11/2 1.67 BM -25 3 2.15 WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED 6 0.6 12.56 ALLEY D 53 0 53 5 5 TO A BOUNDARY LINE OR A NA 7URAL WATERCOURSE. SM -9.5 2 1.67 BM -25 0 2.15 21A 8 0.6 J GUARDRAIL LOCA TIONS ARE APPROXIMA TF EXACT LENGTH, LOCA 77ON AND APPROPRIA TE END■ ■ (n TREA 7MENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONS7RUC77ON. ADDITIONAL GUARDRAIL MAY BE W > REQUIRED AT LOCAT70NS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE LU COUNTY ENGINEER (FDR PRI VA 7E ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, I T SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM 774E EDGE OF PA VEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN7IAL DRIVEWAY EN7RANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL NOTES PAGE 2 OF 4 6. COMPLIANCE WITH 774E MINIMUM PAVEMENT WID 774, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE S77?IC7LY ADHERED TO. 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDA 770N. SHOULD r T THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF o o 77-IESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND 774E ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. TRAFFIC CON7ROL OR 07HER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, 7HEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 10 774E SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW 774E DESIGN SPEED OR AS DETERMINED BY VDOT FOR PUBLIC ROADS 11. VDOT STANDARD CO-;' OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MA 7FRIAL rs Cy) AT ALL CUT AND RL' 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION /S REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS, THE VIDEO INSPECTION SHALL BE CONDUCTED IN Cr3 ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPEC77ON PROCEDURE. co CURB AND GUTTER PAVEMENT Q OO \\ SLOPE VARIES LOCATIONSM-9.5A 21-A ROAD NOTES �- EXIST. GROUND v ° - - I PARKING SPACES 2" & C a =1 I I=! I i=1 ALLEYS 2" s" GRADING �" - 11 ! -I 1 I I BIT. PAVE. SURF, CRSE. 1 STANDARDS774E LA 7FS OFPON THE RGINIA DEPARTMENTHE ROAD & T OF TRANSFICA PORTATION SPOR TONS, TO SPECIFICATIONSS HALL i - GOVERN THE MATERIAL AND CONSTRUCTIONMETHODS OF THIS PROJECT. CL EXIST. GROUND 2 AGGREGATE SUBBASE CRSE. N "COMPACTED PRIVATE ALLEY D S . 'TION AGGREGATEBASE PRIVATE ALLEY C SAMON AGGREGATEBASE COURSE, VDOT#2xA (20' PRIVATE ACCESS ESNT-) COURSE, VDOT #21A (20' PRIVATE ACCESS ESAff.) DRSIGN SP88D.• 20 MPH .0"AGN SPSB.k 20 .VPH TRIP GENERATION BASED ON ITE TRIP GENERA 77ON MANUAL, 7TH EDITION TRIP G ENER T1 ; TOWNHOUSES (ITE LUC 230) ADT 19 UNITS x 5.86 ADT/UNIT = 111 ADT SCALE. 1" = 100' (55.5 ENTER/ 55.5 EXIT) AM PEAK. 19 UNITS x 0.44 VPH/UNIT = 9 VPH /i - (2 ENTER/ 7 EXIT) ///,1 //. / / \ \ = - - - - PM PEA K.• 19 UNI IS x 0.52 VPH/UNI T = 10 VPH / /S' DELVE=ERE BLVD(6 ENTER/ 4 EXIT) !! / APARTMENTS (ITE LUC 220) � ) / ADT 8 UNITS x 6.72 ADT/UNIT = 54 ADT r (27 ENTER/ 27 EXI T) K (l AM PEAK. • 8 UNITS x 0.55 VPH/UNIT = 4 VPH �1///% 1 (( �. \ 1 \ _ i / , l l / ( (1 ENTER/ 3 EXIT) / 1 i, \ .. F PM PEAK. 8 UNI TS x D. 67 VPH/UNI T = 5 VPH j///lw_ \ E WAY / ! / 1 / ( (3 ENTER/ 2 EXI T) - - :,,,. `\ ' 0 , ADT /ill/ \ \ \ �J4 \ - / / / / } / / NON-RESIDENTIAL/ OFFICE (ITE LUC 710) ADT 12,500 SF x 11.01 ADT/ 1000 SF = 138 AD' T (69 ENTER/ 69 EXIT) AM PEAK.• 12,500 SF x 1.55 VPH/ 1000 SF = 19 VPH rte- / `(17 EN7FR/ 2 EXIT) \' r / / / ( PM PEAK. 12,500 SF x 1.49 VPH/1000 SF - - 19 VPH (/ _ _ \ + m ` / / / i / / (3 EN TER/ 16 EXIT) / ((/ NDN -RESIDENTIAL/ SPECIALTY RETAIL (I TE LUC 814) ADT 12,500 SF x 44.32 ADT/ 1000 SF = 554 ADT (277 ENTER/ 277 EXIT) / / r 1 �� �© = - \� _ / / / j9- ; / / /' / / AM PEA K. 12,500 SF x 6.84 VPH/ 1000 SF = 865 VPH (41 ENTER/ 45 EXIT) PM PEAK. 12,500 SF x 5.02 VPH/1000 SF = 63 VPH (35 ENTER% 28 EXIT) jai / - (l//(VARIABLE WIDTH) �l {i %1// i/ - - - _ _ (5 MIN.) - � 4" CONC. h, 4: 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE / 11 /,///// NOTE: CONCRETE SHALL BE 3000 psi AT 28 DAYS OR STRONGER. ,- GRADED & THOROUGHLY 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED p (_ COMPACTED SUBGRADE FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH w 0) Uj o SUITABLE MATE r�MIL TO THE SA 77SFAC77ON OF THE ENGINEER. cq z TYPIE"AL ALL.Fr & P.A.R".M! LOT SL'L''TION J. ALL GROWTH Or TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE 04 H U �°a' SUBBASE DEPTH IS BASED ON AN ASSUMED DESIGN CBR ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES '� VALUE OF 8. ADEQUATE SOILS TESTS OF THE SUBBASE SHALL AT ROAD INTERSEC77ONS SHALL BE REMOVED. �C z BE PERFORMED FOR ACTUAL DETERMINATION OF REQUIRED 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER > o SUBBASE THICKNESS PRIOR TO PLACEMENT OF SUBBASE. PRIOR TO THE CONS7RUCTION OF THE SUBGRADE. >� a z _.. Table 4 Pavemet>t Design (VOOT Pavement Design Guide) o _ _ Pavement Design ___. - _... __ R] 1.0 Location ADT HCV Design ADT CBR SSV Dr Swface 'h 'a Base b a Sub -base .ba J. ALL DRIVEWAY EN7RANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH Dp BELVEDERE PLACE 429 0 429 5 5 11.48 SM -9.5 1 112 1.67 BM -25 3 2.15 21A 6 0.6 12.56 BELVEDERE WAY 108 0 108 5 5 6.68 SM -9.5 11/2 1.67 BM -25 3 2.15 21A 6 0.6 12.56 ALLEY C 59 0 59 5 5 4.58 SM -9.5 11/2 1.67 BM -25 3 2.15 21A 6 0.6 12.56 ALLEY D 53 0 53 5 5 4.20 SM -9.5 2 1.67 BM -25 0 2.15 21A 8 0.6 8.14 1. ALL PIPE CUL VER TS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH0 A MINIMUM COVER OF ONE (1) F00T: 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED > C!) 0 ° ° z ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.� J. ALL DRIVEWAY EN7RANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH o _ AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED INL9 }-- ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTA/ON SPECIFICATIONS UNLESS 07HERWISE NOTED ON PLANS. W 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THEx L 0� U T ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WA TER COURSE. _- o ■ ■ 1 1/2" SM -9.5 Wo SURFACE COURSE PA VEMENT 0 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT 3" BM -25 {, o BASE COURSE OF 77-1E AGGREGA 7E BASE MA 7ERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE � s DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED 6" 21 A �� ��� ��� f� %/, METHOD OF CORRECTION. W � COURSE SE ` %\/\\/\'/�\���C'/\�\'/\�/// //\ 2. SUBGRADE MUST BE APPROVED BY 774E ENGINEER FOR GRADE, TEMPLATE ANDUl COMPACTION BEFORE BASE IS PLACED. 0 c, COMPACTED J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIA W z SUBGRADE MEETS REQUIRED GRADA TION FOR TYPE I, ll, W OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT U_jz THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE `�. w A SPHA L T PA VING BEL VEDERE PLACE AGGREGA 7F BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60co c DA YS, THE PUGMILL REQUIREMENT WILL APPLY. - U z C3 BEL VEDERE WA Y 5. 774E USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. W '-' 8 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION ALLEY C ° BEFORE SURFACE TREA TMENT IS APPLIED. NO SCALE 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT }- 2 (PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.). o D OF B171JMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA wTOP 2" R DEPARTMENT OF TRNSPORTAT70N SPECIFICATIONS 0 OF 4�7 R=2" CURB 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT 00 o CURB NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED Q E//;//, �/ " 6,. '� WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY CONCRETE �// 6 8 1 : 1 --� PERMIT ISSUED B'Y WRGINIA DEPARTMENT OF 7RANSPORTA77ON MAY BE LOCATED WITHIN TO BE A3 %/a THE STREETS RIGHT OF WAY. � 0 .a 1j" a6 °° 1F CAST IN �/ SURFAC p 7"CD PLACE, »y a 4 ° 2" SM -9.5 ASPHALT N l-- 4,000 PSI 18 > BASE a a �v ® w F " y. a �' �" c asn PRECA `// o 0 0 4 o0 00\�\! o Op�SOOnBOBRAoS�VEO� MIN _ _ 8 COMPACTED AGGREGATE \ jos No oQlUn o 1204 9° C_ O> 4 Mm Dao op o�jo oE0 l'--6"-- 2 \� �/ �// �/ y// \'/\S//\�//% / o o \\\ \ \�\ \ \\ obo"Oo�oo VDOT #57, DOT #57,#68, OR #78 COMPACTED \'�\� SCALE a #68 OR #78 STANDARD CG -6 STONE BASE UNDER CURB SUBGRADE // STONE BASE & CHECKED BY VDOT '�S SHOWN a v 1 6 UNDER CURB. CURB 0 SCALD TIER PRIOR TO PAVING AND/OR PARKING LOT PAVING , Q BACKFILLING. SHEET NO. Q ° ,STANDARD CG -2 NO SCALE , ) OL NO SCALE - BEVELED UNITS MINIMUM EXTEND GEGSYNTHEl-IC REINFORCEMENT 70 WITHIN 2INCHES OF THE LOWERHLOCK FACE 10" MINIMUM AnchorTM Diamond® XINFORCEMENTACONNECTION WX (NOT TO SCALE) ti.LLn 1006 — �il REINFORCE AEN LENG7n� J FINISHED Jj GRADE GEOSYNTHEDCREINFORCEMENT 4V DRAIN THE (ELEVATION VARIES) 6- MINIMUM COMPACTED GRANULAR LEVELING PAD S W -=WIDTH OFOVERS¢ING 1 1 D' DEPTH OF EXCAVATION L = LENGTH OF GEOSYNTHPTIC REINFORCEMENT Wos =(2 t De)+L+6" Wps AnchorTM Diamond® X 1:1 EXCAVATION OVERSIZING 1VX (NOT TO SCALE) 9•M R rAnPIC Diamond® \TYPICAL BASE PREPARATION WX /(NOT TO SCALE) 10'x12' CONCRETE SLAB 7" THICK SLOPE = TOWARDS PARKING LOT 3000 psi @ 28 days (min) CLASS A3 CONCRETE WITH GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE 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 APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DA TUM FOR AILL ELEVATIONS SHOWN IN NATIONAL GEODE77C SURVEY. 5. THE CONTRAC7TOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS U77L1 TY" (1-800-552-7001). 6. ALL WATER AhVD SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TDP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LA TERALS, ANID WA TER LINES, ETC 7. ALL WATER AMID SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES & VALVES ON DE:ADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FU7TURE EXTENSION OF THE LINE. 9. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER 10. CONTRACTOR :SHALL FOLLOW ALL 7HE CURRENT GUIDELINES & SPECIFICATIONS OF THE ALBEMARLE COUNTY SERVIICE AUTHORITY. 8'x12' CONCRETE SLAB 6"x6" W2.lxW2.1 WWF AND 7" THICK BROOM FINISH SLOPE TO DRAIN TO GUTTER — 3000 psi @ 28 days (min) CLASS A3 CONCRETE WITH 6"x6" W2.1xW2.1 WWF AND BROOM FINISH .Y .,. 21 ,A, 7" THICK DUMPSTER DETAIL* NO SCALE 4'— 7.5 4-7.5 4'-7.5" 4'— 7-5 11'-0" TO 12'-0" CONCRETE DUMPSTER PAD W/ BOARD ON BOARD DUMPSTER SCREEN_ NO SCALE FRAME & COVER (SEE FIG. S--I-D.E) SLOPED AREA -'0' STREET SURFACE OR NON—PAVED AREA I' -GN MAX I �- "WEDG-LO(w TYPE 6= -I BONBON RUBBER COATED STEEL Al IN I LL)l Ai -A4 :III IN LXI;IIN I h = i -11-) F K STEPS OR APPROVED WAIST IN PLAN 3' -CI" MIN \ WOODEN GATE, ® CONCRETE SECTIONS t2„ TI fFJ F `" t f F, E' Ar --J) -MIN RING SEALSe 1 11,1AX 6' HIGH MINIMUM ELEVATION' r1l 4— (. DIFFERENCE AIDS M.H. 5"'-(' H FROM INI ET TO OUTLET T ,-i =L -s_ SHALL BE 0.20 FEET, t Ln `=.1 IS L . 1 I: L_ 3_ 1M1! • I :_LLL . N h, I,*J CHANNEL TO BE uj 3/4 DIAMETER n. CONTRIBUING ,> SEWER. tj A FILLETED INVERT FOR ASIriQOT" �il:r�aJJ�i��I® CD LO h PROVIDED. MIN. W' BEDDING 0 �r NOTE : 'W/ NO 6 S STONE WOODEN I, BEDDING THICKNESS REQUIREMENT S14OWN IS MINIMUM AND SHALL 13E U) ° `� 2. THE CONSULTANT VALL DETERMINE VIIETHER MAWOLES SHALL HAVE BOARD � a o ° INSIDE AND OUT: DUMPSTER TYPICAL MANHOLE SEC -n ON (2) 6"0 BOLLARDS uj 7. ENCLOSURE FIG. S—( --A Ii71, ° 0 a .� =` aLO SIM TO BOLLARD ° ° 8" THK. I REINFORCED 0 a DEI AIL, THIS SHEET w E 41 a Ln CONTINUMUS WITH ° GENERAT(OR PAD) Q aQ SEE DUMIPSTER PAD A a `; DETAIL LO L5 tf) I •t I LO (0 { LO 11'-0" TO 12'-0" CONCRETE DUMPSTER PAD W/ BOARD ON BOARD DUMPSTER SCREEN_ NO SCALE FRAME & COVER (SEE FIG. S--I-D.E) SLOPED AREA -'0' STREET SURFACE OR NON—PAVED AREA I' -GN MAX I �- "WEDG-LO(w TYPE 6= -I BONBON RUBBER COATED STEEL Al IN I LL)l Ai -A4 :III IN LXI;IIN I h = i -11-) F K STEPS OR APPROVED WAIST IN PLAN 3' -CI" MIN \ WOODEN GATE, ® CONCRETE SECTIONS t2„ TI fFJ F `" t f F, E' Ar --J) -MIN RING SEALSe 1 11,1AX 6' HIGH MINIMUM ELEVATION' r1l 4— F ..IfJc, DIFFERENCE AIDS M.H. 5"'-(' H FROM INI ET TO OUTLET T ,-i =L -s_ SHALL BE 0.20 FEET, N `=.1 IS L . 1 I: L_ 3_ 1M1! • I :_LLL . N h, I,*J CHANNEL TO BE uj 3/4 DIAMETER CONTRIBUING ,> SEWER. tj A FILLETED INVERT FOR ASIriQOT" �il:r�aJJ�i��I® CD NI.ET & OUTLET PIPE SHALL BE PROVIDED. MIN. W' BEDDING 0 �r NOTE : 'W/ NO 6 S STONE WOODEN I, BEDDING THICKNESS REQUIREMENT S14OWN IS MINIMUM AND SHALL 13E U) ° `� 2. THE CONSULTANT VALL DETERMINE VIIETHER MAWOLES SHALL HAVE BOARD E7(TENDED OR NON --EXTENDED BASES. a o ° INSIDE AND OUT: DUMPSTER TYPICAL MANHOLE SEC -n ON W SHOUNG BRANCH TIE --IN uj NTS ENCLOSURE FIG. S—( --A Ii71, ° 0 a .� Q ° ° 8" THK. I REINFORCED 0 a CONCRETFE PAD (POUR w E 41 a Ln CONTINUMUS WITH ° GENERAT(OR PAD) SEE DUMIPSTER PAD A a `; DETAIL 11'-0" TO 12'-0" CONCRETE DUMPSTER PAD W/ BOARD ON BOARD DUMPSTER SCREEN_ NO SCALE FRAME & COVER (SEE FIG. S--I-D.E) SLOPED AREA -'0' STREET SURFACE OR NON—PAVED AREA I' -GN MAX I �- JUNGRON BORE& TRMr.AFtNNM PA04 PEOESU1t,S, ETC. SHALL NOT BE LOCATED WUM TW RIIRIT IF wAy. 1.5'_111 Ii s• I n Ij u VASTER SEWER 70 atc LOCA7M OF OTI ER UTXUlES /(G", ELECTRIC. TELEl'*D . CABLE. ETQ) EASEMENT ViDTHS, :TATER OR SEVER IOILY -- 20' MD+tI M WATER & SEVER 31Y HEMN U SEE PART 3, PARAGRAPH DJ SEPARATUN OF WATER A SEVER UNE& UTILITIES CROSSDIS A WATER M SEWEIR EASEI£NTI RM -D BE AT 9r M THE RIGHT OF VAI. UTILITY LOCATIONS & EASEMENT WIDTHS NTS M W-1 } SCOTT !COLLINSZ > No. 35791 1�1 "WEDG-LO(w TYPE 6= -I BONBON RUBBER COATED STEEL Al IN I LL)l Ai -A4 :III IN LXI;IIN I h = i -11-) F K STEPS OR APPROVED WAIST IN PLAN 3' -CI" MIN \ I I Fr? F I F f IT- 11 T :' PRECAST REINFORCED ® CONCRETE SECTIONS t2„ TI fFJ F `" t f F, E' Ar --J) -MIN RING SEALSe 1 11,1AX '' MINIMUM ELEVATION' r1l 4— F ..IfJc, DIFFERENCE AIDS M.H. 5"'-(' H FROM INI ET TO OUTLET T ,-i =L -s_ SHALL BE 0.20 FEET, ONCS TE VARIES DEPTH OF FLOW CONCRETE-,X' `=.1 IS L . 1 I: L_ 3_ 1M1! • I :_LLL . N h, I,*J CHANNEL TO BE uj 3/4 DIAMETER CONTRIBUING ,> SEWER. tj A FILLETED INVERT FOR ASIriQOT" �il:r�aJJ�i��I® 7RANS17ION OF R -OW BIETYMEEM NI.ET & OUTLET PIPE SHALL BE PROVIDED. MIN. W' BEDDING 0 1r1 NOTE : 'W/ NO 6 S STONE N I, BEDDING THICKNESS REQUIREMENT S14OWN IS MINIMUM AND SHALL 13E U) SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE Sm aONDiIIGi s. 2. THE CONSULTANT VALL DETERMINE VIIETHER MAWOLES SHALL HAVE E7(TENDED OR NON --EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED de GROIJTED z INSIDE AND OUT: > TYPICAL MANHOLE SEC -n ON W SHOUNG BRANCH TIE --IN uj NTS FIG. S—( --A JUNGRON BORE& TRMr.AFtNNM PA04 PEOESU1t,S, ETC. SHALL NOT BE LOCATED WUM TW RIIRIT IF wAy. 1.5'_111 Ii s• I n Ij u VASTER SEWER 70 atc LOCA7M OF OTI ER UTXUlES /(G", ELECTRIC. TELEl'*D . CABLE. ETQ) EASEMENT ViDTHS, :TATER OR SEVER IOILY -- 20' MD+tI M WATER & SEVER 31Y HEMN U SEE PART 3, PARAGRAPH DJ SEPARATUN OF WATER A SEVER UNE& UTILITIES CROSSDIS A WATER M SEWEIR EASEI£NTI RM -D BE AT 9r M THE RIGHT OF VAI. UTILITY LOCATIONS & EASEMENT WIDTHS NTS M W-1 } SCOTT !COLLINSZ > No. 35791 1�1 JOB NO. 112049 0 In SCALE AS NOTED SHEET NO. 1 Q S-5 M-11 BONBON cL Al IN I LL)l Ai -A4 :III IN LXI;IIN I h = i -11-) F K O I I Fr? F I F f IT- 11 T :' ® i TI fFJ F `" t f F, E' Ar --J) '' � F ..IfJc, H J z T ,-i =L -s_ -- QLd Ld w z `=.1 IS L . 1 I: L_ 3_ 1M1! • I :_LLL . N h, I,*J Z uj ,> ■i#JLrt �il:r�aJJ�i��I® o�uj uj 0 1r1 N " U) 0 TYPl.CAL SEINER PIPE z INSTALLATION IN TRENCH > W uj ritr Ii71, �y LL .� JOB NO. 112049 0 In SCALE AS NOTED SHEET NO. 1 Q S-5 M-11 BONBON cL O uj 0 5= J z -- QLd Ld w z 4.iEJC1S+�.H���r,c W ,> ■i#JLrt �il:r�aJJ�i��I® ,I z 1111172MaE i nM;MirZ1,Ma-� 0 o C�ca 0 N W JOB NO. 112049 0 In SCALE AS NOTED SHEET NO. 1 Q S-5 0 cL O uj 0 5= J z -- QLd Ld w z W ,> z ,I z i � i i f � 0 o C�ca 0 N W 6 Q) > �y LL .� U X O o 0 w E Ln JOB NO. 112049 0 In SCALE AS NOTED SHEET NO. 1 Q S-5 / / t l" / I I J / ! /; 1 J t'J II JI JJ J/ I J `4 JI 1 1 If It J1JJ J It J, 11i If It 1 I Ji+' l J 111 flllllJ/ J _I J J/Ji J �jJ/1J�t J J ���tl/IIiJ l J J JJII! JJi�J 1 / I J I'1,J1,r J If It I;JtII J i dill I J JJIJ � Jl'l J lJl l f l ! J I J If I J J J JJ JJ (J IIJIIIif � J JI _i i JJI If 1Jt iJ', J It l J� JIIJI%/l l J lJiJl 1 I J J �iJII,J�I J IJ�l " 1 J Jl IIIIIIII(It I I I 1 \ J i 11� Jlillll�' J j I , I 1 J 11 illlill l 4 1 _J lJtIt iif IJ ! 111 IIII i( t 1 ) Ili IBJ I� I 1 J 1 J IE,IIIJJJ J I I I If I I m 71' FENCE DETAIL NOT TO SCALE SCOTT COLCOL No. 35791 11 CL uj a �w �z o� �z 1 w o� p j - Z_ 6 � J U— 0 (D o Q� ui Ufl 1.1..E o O L V) Ix L a Q UDID N fl � Q 0 N � O N � O C � T U � W O a � � o O U U Z_ 0 +) W � W O uiU z � o z > (r) W O Z U W 0 O � co O a o Q T C � O Q U O LL Q � N 0 O U O 0— x —X N a N t E L O U� 2 {1S O (n a � JOB NO. ,c "� -ate 112049 0 ; � N u> O SCALE O +� NOTED i � O ASNOiT ED 6's N N C� U O SHEET NO. N Q S-6 N T F - w z., � ca Uj j� U) U Z LU w 0 H _0Uj U) U U) � Iry < ED ED0 w uj > w w 0� CL uj a �w �z o� �z 1 w o� p j - Z_ 6 � J U— 0 (D o Q� ui Ufl 1.1..E o O L V) Ix L a Q UDID N fl � Q 0 N � O N � O C � T U � W O a � � o O U U Z_ 0 +) W � W O uiU z � o z > (r) W O Z U W 0 O � co O a o Q T C � O Q U O LL Q � N 0 O U O 0— x —X N a N t E L O U� 2 {1S O (n a � JOB NO. ,c "� -ate 112049 0 ; � N u> O SCALE O +� NOTED i � O ASNOiT ED 6's N N C� U O SHEET NO. N Q S-6 N T m T-7- Vd —TMP 6i -158A cl, TMP 6:z--i6oB GREENBRIER -RUTLEDGE Z SWIM CL UB INC X ZONED - R-1, JSE: VACANT RESIDENTIAL tO- 10# 10 10 1 31 .00 10 a 10 p AN" lk 40' SWM NARRATIVE THIS DEVELOPMENT DRAINS i00% OF ITS RUNOFF TO THE TYPE III RETENTION BASIN APPROVED UNDER "THE RESERVE A TBEL VEDEREAPARTMENT COMPLEX" PLANS (SDP -2009-00097). THIS BASIN PROVIDES BOTH STORMWATER DETENTION AND WATER QUALITY FOR THIS DEVELOPMENT. THE APPROVED BASIN INITIALLY ALLOCATED 75,000 sf FOR BELVEDERE TOWN CENTER, HOWEVER THIS DEVELOPMENT PROPOSES 82,700 sf. THE REQUIRED REMOVAL RATE FOR THIS DEVELOPMENT, BELVEDERE BOULEVARD AND THE APARTMENT COMPLEX IS 6o%. THE ADDITIONAL 7,700 sf (82,700-75,000) DOES NOT INCREASE THE PERCENT REMOVAL REQUIRED. THE APPROVED TYPE III RETENTION BASIN CAPTURING THIS SITE'S DRAINAGE PROVIDES A REMOVAL EFFICIENCY OF 65%, THUS MEETING MINIMUM WATER QUALITY REQUIREMENTS. SEE THE CALCULATIONS SUBMITTED WITH THIS PLAN FOR ADDITIONAL DETAILS. THE STORMWATER DETENTION FOR THIS DEVELOPMENT IS ALSO MET THROUGH THE APPROVED RETENTION BASIN. DUE TO THE BASIN's LOCATION AND nr-frf"%Jarr"r% AMr-A nisi I IKAr AAI A Al — u1 but — -1 --f- %ZIA r+ SH 07 COLLINSe, (D SCOTT F-1 U No. 35791 �. �Z!2,� V 11_OXAL _j z 0 7' _w U) u z z (f) LLJ a Lu 0 Z Lu 0 U) LLJ 7.wimle- ;r A-lAk C-14 4 cy) N Ii c:) G) uj 06 c\l z CN q) Lq Ld > 0 < w ,0 cl- < D_ uj : (Du:�i0 q) 0rn 0 u .i 0) q) _j 0- 0 -0- 0 17. y.a W UJ L- V) 1---0 C c:.0 —1 LLJ 0 Z U) C) Ld 0 UJ C) W> Ljj _0 W U) c 0 ry U.J z -D 6. i 0 � U) F_ w 1) 00 1, 0-1 O c , 0 c:) N LLJ 11.1 0 ul 0 30B NO. 112049 O 0 SCALE 0 1 =30' SHEET NO. DP -1 A-lAk INV IN. z INV IN.4 10 510 INV OUT. 4 :r- N 1+50 CD STR-122 If _j 0 EXISTING GRADE PROFILE Z 04 STRA 12 o c) VDOT STD. 131-213 (L=4') m ce)'t q - 505 RIM 497 C) INV IN. z INV IN.4 10 510 INV OUT. 4 I I Kill] 0 1 495 GRADE 490 us3 a I 475 475 470 470 465 465 m co cq 0 'cr co m N cq m w 00 0 1- CD CO cq Nr cq cq CIV g V_: 00 CO CO 0) fes -co 0 M M 0 0 r LO It Ln LO I -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-122 505 68.00 TO YD -2 PROFILE Z 0 VDOT STD. DI -213 (L=6') 6.10 TO EX -72 _j v O FRIM:475.27 PROPOSED z 8" WATERLINE IN INV OUT. 469.05 TO 130 475 495 w cl� INV IN. 466.76 TO 106 PROPOSED GRA[ 470 0 0) 470 465 EXISTING GRADE RA (D �6" ADS > Lu cti 42.73 23.48 LF -04 C6 t-- 0) :3 500 11 460 STRA 36 w 0 p� a. U.) 't fl- cl CN co O co 4 0) 0 0 If _j cj 0 c' i 4 Q Lo K co Ir- rif z TO 110 c') f.- 0 00 INV OUT. 466.66 TO 102 (N I-- . >k 0.4 1,- > Z) W 0,T Z _Z " -- w�vpz'clp -t c� cf) It c6"t co F' w "!t o FRIM:477,89 INV OUT. 473.40 TO 134 495 co 12 ccoo Omo moo CmD "t -'t 0 > Rz 495 475 co o 495 490 o �w- 490 A' Of �) t CC) U) i vo- 179.9 __�- ct)wwwz L18"RCP Z 0 0 oc) c� PROPOSED GRADE W __ - PROP cyi cc) O 0 F- 0 > >> u) > Z Z Z Z CO T- -T (D 1- 00 490 o - (6 v = cb;�:) C) CD w7t 0 a- M>> 475 470 00 11 0 00 04 (D 0- F_ z > 460 00 N (N . c' t- co o) CID co co co cf� q co CD CD 00 490490 485 F_ 'It 'IT 460 u 470 (0 co I': CD I'- CY) (0 w 16 475 5 (D Q> F- ;2� o 7t- _0 0 �� > > > .> 0 u) F_ z z JOB NO. ��� j U) > cy- 7= A C> co co 00 0 c� co 0N I I Kill] 0 1 495 GRADE 490 us3 a I 475 475 470 470 465 465 m co cq 0 'cr co m N cq m w 00 0 1- CD CO cq Nr cq cq CIV g V_: 00 CO CO 0) fes -co 0 M M 0 0 r LO It Ln LO I -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-122 - STR-106 68.00 TO YD -2 PROFILE 5 0 5 10 FEET VERTICAL SCALE: 1"=5' 50 0 50 100 FEET HORIZONTAL SCALE: 1"=50' 485 485 EXISTING GRADE STR-YD-2 STR-102 18" ADS YARD DRAIN VDOT STD. DI -213 (L=8') rRIM:473.75 INV IN. INV IN. 4 INV OUT. 46 R1 :473.23 1 INV OUT. 470.00 TO 10 466.20 TO 104 90.80 TO 110 480 68.00 TO YD -2 500 Z w N � VDOT STD. DI -213 (L=6') 6.10 TO EX -72 _j v O FRIM:475.27 PROPOSED VDOT STD. DI -2C (L=4 8" WATERLINE IN INV OUT. 469.05 TO 130 475 495 475 INV IN. 466.76 TO 106 PROPOSED GRA[ 470 co I'`tINV w w (D 470 465 490 465 L15"RCP �6" ADS > Lu cti 42.73 23.48 LF @ 7.72% 460 11 460 STRA 36 COti U.) 't fl- cl CN co O co 4 ]A -0+50 0+00 0+50 1+00 YD -2 - STR-102 PROFILE 90.90 TO 114 C) tp 0 0 90.90 TO 118 0 M> cn > E 90.80 TO 110 PROFILE 500 500 Z w N � VDOT STD. DI -213 (L=6') STR-104 _j v O FRIM:475.27 PROPOSED VDOT STD. DI -2C (L=4 8" WATERLINE IN INV OUT. 469.05 TO 130 RIM:473.28 495 480 INV IN. 466.76 TO 106 495 0 o495 IN. 466.76 TO 130 co I'`tINV w w (D 490 INV IN, 466.76 TO EX -28 490 EXISTING GRADE t L15"RCP w "t go &a. .2. > > > Lu cti 42.73 LF @ 6.19% MH -16 - MH -15 475 11 485 STRA 36 485 c!co 't fl- cl 0) 0) 0) 0 0 31RADE -0+50 0+00 0+50 1+00 STR-1 18 - STR-1 12 PROFILE PROPOSED GRADE STR-132 Z w N � VDOT STD. DI -213 (L=6') STR-104 _j v O FRIM:475.27 VDOT STD. DI -213 (L=6') VDOT STD. DI -2C (L=4 z , 0 IN INV OUT. 469.05 TO 130 RIM:473.28 c-0 w r- 480 INV IN. 466.76 TO 106 ,�, cco6 0 o495 IN. 466.76 TO 130 co I'`tINV w w (D > INV IN, 466.76 TO EX -28 t cn = r-- 'i ` :)EXISTING EXISTING GRADE t INV OUT. 466.66 TO 102 w "t go &a. .2. > > > Lu cti co cn>_ f- R z z INV OUT. 495.47 TO 112 475 11 475 FILL 470 111 11 J 1 1 470 I 465 1 1 465 L15- RCP 31.84 LF @ 0.50% LMH -1 3 - MH -1'2 15" RCP 460 49.48 LF @ 3.89% 460 OR co co "T LID I- -0+50 0+00 0+50 1+00 1+50 STR-132 - STR-104 PROFILE STR-124 It C14 Aar Adr U) F_ z LLj z 0 STR-1 14 VDOT STD. DI -2C (L=8') Z U- n U) 0 U z VDOT STD. DI -213 (L=6') RIM:488.86 I— 0 0 a z 0 0- LuQ� < Lu RIM:502.07- INV IN. 483.86 TO 126 0 o495 0 0-0 - U) > < INV IN. 495.57 TO 116 INV IN. 483.86 TO 128 2f > Lu cti co INV IN. 466.76 TO 106 - INV OUT. 495.47 TO 112 INV IN. 483.86 TO YD -4 00 LO 't EXISTING GRADE STRA 36 Ld ce 00 a ce) t 1-- 0� . INV IN. 466.76 TO 130 INV IN. 466.76 TO EX -28 F- (0 00 CD 't If _j cj 0 c' i 4 Q Lo K TYPE III GRATE INLET INV OUT. 483.76 TO 110 c') f.- 0 00 INV OUT. 466.66 TO 102 (N I-- . >k 0.4 1,- > Z) W 0,T Z _Z " -- w�vpz'clp -t c� cf) It c6"t co F' w "!t o FRIM:477,89 INV OUT. 473.40 TO 134 495 co 12 ccoo Omo moo CmD "t -'t 0 > Rz 495 475 co o 480 490 lt 0 :E co > 490 A' Of �) t CC) U) 179.9 __�- ct)wwwz L18"RCP 0 oc) c� PROPOSED GRADE - -1 __ - cyi O 0 F- 0 > >> u) > Z Z Z Z fir0 27.49 LF @ 1.52% C) CD x Q) 475 470 WATERLINE > 460 470 N (N . c' t- co o) CID co co co cf� q co cq CD 00 490490 co 460 u 470 470 CY) (0 w uj 0 475 5 (D Q> q 0 0 "t u') M 0) .> 0 u) JOB NO. co C> co co 00 0 c� co 0N (0 "TO 0 1- rco cv co to N m to 0 CN 0 00 LO 00 V_ Nr': "t '-T F- 0 1- N V) V. 1 =51 PROPOSED GRADE w 465 1.3" 46518"RCP 470 R co co CO 06 M Nm 00 m Nr L6 U) 0) 00 ci co m m NT 0 F- 0 0 > > > z zz 0i C) 0C:) LAD 485 C' "X' 37.57 LF 0.50% 485 40.80 LF 0.90%, 0)> I I MH -1 2 - MH -11 'bP' 480 480 1 460 460 465 RE HYDRANT F1 ANT 0 m -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+000(j N (j Z 04 -0 Q Yf STR-1 16 EX-STR-72 PROFILE w > _LLj 0 ASSEMBLY EXISTING GRADE 8' WATERLINE 6" ADS 480 12.19 LF P 0.95% 480 1.6' STR-108 PROPOSED GRADE ro (0 VDOT STD. DI -213 (L=16') CD m !`_� . CO (0 0') 6 RIM:481.95 N co co INV IN. 474.62 TO 110 It N00 11 INV OUT. 474.52 TO 106 C14 - 1 - 0 ca 0 0 -0+50 0+00 0+50 1+00 10 LO U) 7 L STR-106 C14 04 (.0, 11 VDOT STD. DI -213 (L=8') LO (6 6 't . YD -4 STR-124 PROFILE RIM:477.90 / OF-�"-r_ U) C� 'IT 'It F- F- Co 2� 2E INV IN. 470.20 TO 120 CL 0 lt - - 0 2 > > > 1.5' INV IN. 470.20 TO 108 F- 0 > cr z z z INV OUT. 470.10 TO 104 co N 04 C) (.0 0 >� 0 _j m � w 41 \-MH-17 MH -15 480 STRA 02 00/ 000 ` N F- C'D 1 (0 8, WATERLINE %89? VDOT STD. 131-213 (L=8') cp (6 t-� t'-: P*-� 00 RIM:473.23 00 (D w (6 ,1- 04 CD (0<0 INV IN. 466.20 TO 104 CD C6,.t 'It 'IT ca c\I o(D INV IN. 468.00 TO YD -2 & 0 0 2> c� INV OUT. 466.10 TO EX -72 0 > >> cwq 475 > 0 FO- F - (n O� F- 04 M 04 D WATERLINE 2.1' �15"RCP F- � r- 0 0i _8" > 4 (0;2� z o 33.10 LF @ 4.34% - F-8" WATERLINE 470 0) w IMH-14 - MH -13 7- \E;, 15" RCP 1.1 510 If 0 C14 o -.L ui m co (0 LP C'j 0:) 1/ 505 0 0--7-- > 500 8" WATERLINE .OR 15" RCP 27.13 LF @ 0.51 % 490 AH -16 - MH -15 EM ME 475 470 ' opt 'SCOTT . COLTJNS��1LL� u No. 35791 ONAL 465 Aar Adr U) F_ z LLj z 0 CI, Lu Vl U- n U) 0 U z u (n Lu Z ':� < V) u 0 a z 0 0- LuQ� < Lu ca 00LO U) U- r 0 0-0 - U) > < uj U) N/ 2f > Lu cti co INV IN. 466.76 TO 106 - In F- 04 LO uj 0 W F - Q c,5 STRA 36 Ld ce 00 a ce) t 1-- 0� . INV IN. 466.76 TO 130 INV IN. 466.76 TO EX -28 465 Aar Adr '0 LLj x U) 1010, vy 35.38 LF @ 11.61% U- Lu Q) Q) 000 10 495 No D LO 00 "t 1� N 465 If co ai� x W w W co ca 00LO uj U- r 0 0-0 - VDOT STD. DI -2C (L=4') RIM:473.28 m c� 0 PROPOSED GRADE _j cr) z N/ 00 '7!�? If co 00 C14 C-4 c� 0 O� 1-- co INV IN. 466.76 TO 106 - In F- 04 LO 0 W F - Q c,5 STRA 36 Ld 0 04 o00 F- lro� 00 a ce) t 1-- 0� . INV IN. 466.76 TO 130 INV IN. 466.76 TO EX -28 F- (0 00 CD 't If _j cj 0 c' i 4 Q Lo K TYPE III GRATE INLET > R Z15 _ 04 (0(.0(0 00 00 00 co Cj Cn cj F- 00 :3 '7 � -0) 7k 0 INV OUT. 466.66 TO 102 (N I-- . >k 0.4 1,- > Z) W 0,T Z _Z " -- w�vpz'clp -t c� cf) It c6"t co F' w "!t o FRIM:477,89 INV OUT. 473.40 TO 134 495 co 12 ccoo Omo moo CmD "t -'t 0 > Rz 495 475 & > .. 0 k 2 > �> 475 480 a OL a- F- 2>> U) wzz 480 A' Of �) t CC) U) 179.9 __�- ct)wwwz L18"RCP 0 lt 0 M> PROPOSED GRADE - -1 __ - cyi O 0 F- 0 > >> u) > Z Z Z Z fir0 27.49 LF @ 1.52% X 0 4 w 0 x Q) 475 470 WATERLINE > 460 470 N (N . c' t- co o) CID co co co U-) co cq CD 00 490490 co 460 u 470 470 CY) (0 w uj 0 475 5 (D Q> .> 0 u) JOB NO. co C> co co 00 0 c� co 0N (0 "TO 0 1- rco cv co to N m to 0 CN 0 00 LO 00 V_ m m cp 0 1- N V) V. 1 =51 485 w 465 1.3" 46518"RCP 470 R co co CO 06 M Nm 00 m Nr L6 U) 0) 00 ci co m m NT 'i 00 m CD 0i C) 0C:) LAD ui CD m LO C' "X' 37.57 LF 0.50% CL 40.80 LF 0.90%, MH -1 2 - MH -11 'bP' 480 480 1 460 460 465 465 0 m -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+000(j N (j Z 04 -0 Q Yf STR-1 16 EX-STR-72 PROFILE w > _LLj 0 ccf) w z Aar Adr '0 LLj x U) -O _ 0 U- Lu Q) Q) 000 10 495 No D LO 00 "t 1� N 495 If co ai� x W w W co ca 00LO uj U- r 0 0-0 - m LID CD 't LO 0i 6 co 0) -0+50 0+00 0+50 1+00 1+50 STR-128 - STR-124 PROFILE E f*- 11 77� 0 Aar Adr Lu u LLj x co (0 00 04 N 0 L) C*� It "q (D Q) Q) 000 10 495 No D LO 00 "t 1� N 495 If z > zzzz m LID CD 't LO 0i 6 co 0) -0+50 0+00 0+50 1+00 1+50 STR-128 - STR-124 PROFILE E f*- co CC) co 00 ce)-(0 . . - CD C14 0 co Ce) Ce) Cr) �r (0 C5 I— 0) :) 0 EXISTING GRADE DE 00 CO 00 00 c6 'qT "t, 00 co Ir "q CR C'4 > STR-104 If > zzzz x W w W co ca 00LO Lii _j 0 0 C3 . VDOT STD. DI -2C (L=4') RIM:473.28 m c� 0 PROPOSED GRADE _j cr) z N/ 00 '7!�? If co 00 C14 C-4 c� 0 O� 1-- co INV IN. 466.76 TO 106 - In F- 04 LO 0 W F - Q c,5 STRA 36 Ld 0 04 o00 F- lro� 00 a ce) t 1-- 0� . INV IN. 466.76 TO 130 INV IN. 466.76 TO EX -28 F- (0 00 CD 't If _j cj 0 c' i 4 Q Lo K TYPE III GRATE INLET > R Z15 _ 04 (0(.0(0 00 00 00 co Cj Cn cj F- 00 :3 '7 � -0) 7k 0 INV OUT. 466.66 TO 102 (N I-- . >k 0.4 1,- > Z) W 0,T Z -t c� cf) It c6"t co F' w "!t o FRIM:477,89 INV OUT. 473.40 TO 134 495 co 12 ccoo Omo moo CmD "t -'t 0 > Rz 495 475 & > .. 0 k 2 > �> 475 480 a OL a- F- 2>> U) wzz 480 A' Of �) t CC) U) __�- ct)wwwz c"! 0 lt 0 M> PROPOSED GRADE - -1 __ - co co co O 0 F- 0 > >> u) > Z Z Z Z fir0 -EXISTING 8" X 0 4 w 0 x Q) 475 470 WATERLINE > 470 N (N . c' t- co o) CID co co co U-) co cq CD 00 490490 co C6 co 't u 470 470 475 (0 w uj 0 475 5 (D Q> .> 0 u) JOB NO. 112049 LEXISTING GRADE > EXISTING GRADE SCALE V)0 0 co V. 1 =51 485 485 465 1.3" 46518"RCP 470 R - RCP 470 L C' "X' 37.57 LF 0.50% 40.80 LF 0.90%, MH -1 2 - MH -11 'bP' 480 480 1 460 460 465 465 m LID CD 't LO 0i 6 co 0) -0+50 0+00 0+50 1+00 1+50 STR-128 - STR-124 PROFILE E f*- co CC) co 00 ce)-(0 . . - CD C14 0 co Ce) Ce) Cr) �r (0 C5 I— 0) :) 0 Q DE 00 CO 00 00 c6 'qT "t, 00 0 z 0CD "q CR U*) > , . s_: > co uj > zzzz co ca 00LO Lii OR C3 . 0) U N/ c� F) LO LQ (6 co Lu Z In (D (0 �t C) co c.'i It F - Ld F- o 40 . 485 - M> >> 0 z 0 W 485 > R Z15 _ Lw U) z po1.94°10 uj EXISTING GRAD' CC) co 00 ce)-(0 . . - CD C14 0 co Ce) Ce) Cr) �r (0 C5 I— 0) :) 0 Q DE 00 CO 00 00 c6 'qT "t, 00 0 z 0CD PROPOSED GR ;2� ;i� :2� lt M> > > > > , . s_: > 04 � 490 o > zzzz 490 ca 00LO Lii Lu U N/ c� F) LO LQ (6 Lu Z In (D (0 �t C) co c.'i It F - Ld F- o 40 . 485 - M> >> 0 z 0 W 485 > R Z15 _ Lw U) z po1.94°10 uj co 480 U) 480 A' 0 Tw U) O 0 fir0 475 x Q) 475 470 470 N (N . c' t- co o) CID co co co U-) co cq CD 00 a6 00 co C6 co 't u Lu Q DE 0 -0 1 , . s_: > Lii Lu U Z) Lu Z Ld F- LLJ z 0 W > W-0 Lw U) z uj co 0 U) 0 Tw U) O 0 fir0 x Q) E C) C) 0 c: 04 u uj 0 W uj 5 (D Q> .> 0 u) JOB NO. 112049 > SCALE V)0 0 co V. 1 =51 _0 0 0_11_00 0-11-50 I uU -0+50 0+00 0+50 1+00 1+50 2+00 -(0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 H: i"= 50' coo O 0 SHEET NO. X-STR-28 - STR-104 PROFILE lqmmwr STR-136 EX-STR-78 PROFILE STR-126-STR-110 PROFILE DP -3 ---- iDesignStorrn DRAINAGE DESCRIPTIONS S-1 R 1 PIPE INFORMATION _.. _ _ . _ __._.._ - r INLET INFORMATION NO. DIA. (in.} LENGTH* (ft.) 0 SLOPE / o O I INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM* ELEVATION COMMENTS 116 n = 0.025 for CMP in = 0.013 for RCP CG -6 n 0.01 for HDPE 10 502.18 VDOT SIU. IS -1 115 15 27.13 Rpe 495.72 495.57 RCP Hydrology 114 :Pipe DI -2B CG -6 0.00 6 502.07 VDOTSTD. &I 113 15 61.86 7.17% 495.47 490.90 RCP 112 DI -2B CG -6 0.00 4 497.50 VD0TSTD.18-1 111 15 150.52 9.58% 490.80 476.25 RCP Uj 110 DI -26 CG -6 0.00 12 482.19 VDOTSTD, IS -1 off. 3 W` 1 35.11 Q' 476.15 474.62 RCP 3 k 108 I C # C g„u aar DI -2B CG -6 0.00 16 481.93 VDOTSTD. &I 107 15 35.40 11.60% 1 474.52 470.20 RCP 106 DI -2B CG -6 0.00 8 477.90 ��1:�-______��iiiiii3fri® m 15 io r 4.08% 470.10 466.76 RCP ffi 1 1' 1 ®® 104 1 • o W I oO - W 2 vi' -'h. DI -2C CG -6 0.00 4 473.28 C w C WL N m 18 t NL 1.52% O C 466.20 jI E t U: U C! Cl .i O 102 �. 3 N O W -:R• DI -213 O 0.00 F >. VDOT STD. IS1 101 18 179.96 1.72% 466.10 462.96 RCP 2.80 0.99 �y>: G >' C 0.20 0.00 0.20 0.0100 0.0200 1 2.0 0.0833 1 4.1650 3.64 CO W Q i (3 104 2C 4.0 U ? combined flow 10.3 0.144 U 'i �'- i� Y"°ow.^ ':G -Y:;" i J C 1 t] i>.''S3$zn ,ey DI -2B CG -6 i3. j >r Rpe run: 116 - 8C-72 VDOTSTD. &I 117 15 42.73 6.19% 493.70 490.90 RCP 120 GRATE NIA combinedfbw (0.6 NA ..0 -- `y 116 114 0.22 0.71 0.156 0.156 5.00 6.67 0.10 1.04 0.078 495.72 495.57 27.1 0.01 0.0051 15 1. 3.02 GRATE MET 0.15 0.00 NIA 114 112 0.06 0.80 15 0.048 7.34% 0.204 481.74 15.15 PYA F ; 6.62 0.32 0.13 495.47 490.90 61.9 0.01 0,0717 15 0.0200 8.14 GRATE N -Er 0.13 0.00 N/A 486.78 TYPE M GRATE I -ET 119 15 82.16 13.70% 481.64 470.20 RCP 0).67 0.0100 0.0200 2.0 0.0833 4.1650 1 5.74 1 0.84 124 2C 8_0 combined flow 112 110 0.01 0.90 0,009 0255 '.5.28 0.255 1- 6.58 0.06 0.28 490.80 476.25 150.5 0.01 0.0958 15 'u 9.72 DI -2C 0.26 0.00 8 110 108 0.26 0.60 15 0.156 1.94% 1.159 483.86 (6.40 0).29 6.23 0.0200 1 0.97 0.0833 476.15 474.62 35.1 0.01 0.0410 15 r 10,92 DI -2C 0.05 0.00 8 108 106 0.33 0.74 15 0.244 6.38% 1.403 476.25 16.46 1 6.22 1.52 0.03 474.52 470.20 35.4 0.01 0.1160 15 , ." 16.75 1 4.1650 0.04 0.99 106 104 0.06 0.71 0.18 0.043 0.157 1.678 0163 16,49 0.0200 1 6,21 0.0833 0.26 5.60 470.10 466.76 79.0 0.01 0.0408 15 11.78 DI -2C 0.11 0.00 4 104 102 0.12 0.62 15 0.074 5.87% 2.181 483.86 7.69 5.89 0.44 466.66 466.20 27.5 0.01 0.0152 18 k = 8.35 0.05 102 IX -72 0.19 0.65 0.124 2.340 0.23 7.75 0.173 5.88 1 0.00 00.69 0.73 466.10 462.96 180.0 0.01 0.0172 18 8.89 DI -213 0.34 0.00 6 Rpe run: 118 - 112 VDOTSTD, IS -1 131 15 31.84 0.50% 469.05 468.88 RCP 130 GRATE FLET NIA 0.00 N/A 118 112 0.06 0.70 15 0.042 3.89% 0.042 466.76 15.00 6.67 0.28 M ;„; 493.70 490.90 42.7 0.01 0.0619 15 4.91 0.14 Rpe run: 122 -106 136 all 0.24 0.75 0.180 0.72 GRATE MET CG -6 0.00 N/A 122 120 0.10 0.78 37.57 0.078 473.40 0.078 RCP '.5.00 6.67 0.52 w x 490.34 481.74 115.4 1 0.01 0.0734 15 GRATE MET CG -6 6.08 NIA 0.32 TY PE m GRATE NLEr 133 120 106 OA9 0.81 468.25 0.154 0.232 1 15.32 6.57 1.01 481.64 470.20 82.2 0.01 0.1370 15 10.87 1 0.13 Pipe run: 126 - 110 YD -2 YARDDRAN NIA 0.00 18" 473.75 VDOTSTD. is -1 YD -1 6 23.48 7.72% 126 124 0.37 0.80 0.296 0.2% 16.00 6.35 1.88 485.47 483.86 80.8 0.01 0.0194 15 ;4 �, 5.79 1 0.23 124 110 0.35 0.76 1 0.266 YD -4 0.748 16.23 6.28 1.67 NIA 0.00 483.76 476.25 115.9 0.01 0.0638 15 0.95% 484.00 11.37 ADS 0.17 Pipe run: 128 -124 128 124 0.21 0.87 EX -28 0.183 0.183 15.00 6.67 CG -6 1.22 ? 487.90 483.86 65.9 0.01 0.0587 15 x4 7.36 RCP O.iS Rpe run: 132 - 104 ��® t If I 132 130 0.13 0.67 M 0.087 0.067 6.50 6.21 0.54 469.05 468.88 31.8 0.01 0.0050 15 2.49 0.21 130 104 0.23 0.75 0.173 0.260 16.71 6.15 1.06%W-1468.78 1 466.76 49.5 1 0.01 1 0.0389 1 15 rjjW6.93 012 Rpe run: 136 - IX -78 136 134 0.24 0.75 0.180 0:180 5.00 6.67 1.20Wj , 473.40 473.20 37.6 0.01 0.0050 15 J ` 3.09 0.20 134 IX -78 0.04 0.90 0.036 0.216 5.20 6.60 0°24 V 473.10 468.25 60.7 0.01 0.0766 15 y 8.69 0.12 Rpe run: YD -2 -102 YD 2 102 0.08 0.45 0.036 0.036 5.00 6.67 0.24 t 470.00 468.00 23.5 0.01 0.0772 6 6.03 0.06 Pipe run: YD4-124 YD -4 124 0.01 0.30 0.003 OM3 5.00 6.67 0.02 MOM 484.00 483.86 12.2 0.01 0.0095 6 -_ Table 8 Pipe Design Table PIPE DESIGN DRAINAGE DESCRIPTIONS S-1 R _._ PIPE INFORMATION _.. _ _ . _ __._.._ - r INLET INFORMATION NO. DIA. (in.} LENGTH* (ft.) 0 SLOPE / o O I INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM* ELEVATION COMMENTS 116 n = 0.025 for CMP in = 0.013 for RCP CG -6 n 0.01 for HDPE 10 502.18 VDOT SIU. IS -1 115 15 27.13 Rpe 495.72 495.57 RCP Hydrology 114 :Pipe DI -2B CG -6 0.00 6 502.07 VDOTSTD. &I 113 15 61.86 7.17% 495.47 490.90 RCP 112 DI -2B CG -6 0.00 4 497.50 VD0TSTD.18-1 111 15 150.52 9.58% 490.80 476.25 RCP Uj 110 DI -26 CG -6 0.00 12 482.19 VDOTSTD, IS -1 off. 3 W` 1 35.11 Q' 476.15 474.62 RCP 3 k 108 I C # C g„u aar DI -2B CG -6 0.00 16 481.93 VDOTSTD. &I 107 15 35.40 11.60% 1 474.52 470.20 RCP 106 DI -2B CG -6 0.00 8 477.90 tp m 15 io r 4.08% 470.10 466.76 RCP ffi ;� 104 .m .m. o W I oO - W 2 vi' -'h. DI -2C CG -6 0.00 4 473.28 C w C WL N m 18 t NL 1.52% O C 466.20 jI E t U: U C! Cl .i O 102 �. 3 N O W -:R• DI -213 O 0.00 F >. VDOT STD. IS1 101 18 179.96 1.72% 466.10 462.96 RCP 2.80 0.99 �y>: G >' C 0.20 0.00 0.20 0.0100 0.0200 1 2.0 0.0833 1 4.1650 3.64 CO W Q i (3 104 2C 4.0 U ? combined flow 10.3 0.144 U 'i �'- i� Y"°ow.^ ':G -Y:;" i J C 1 t] i>.''S3$zn ,ey DI -2B CG -6 i3. j >r Rpe run: 116 - 8C-72 VDOTSTD. &I 117 15 42.73 6.19% 493.70 490.90 RCP 120 GRATE NIA combinedfbw (0.6 NA ..0 -- `y 116 114 0.22 0.71 0.156 0.156 5.00 6.67 0.10 1.04 0.078 495.72 495.57 27.1 0.01 0.0051 15 1. 3.02 GRATE MET 0.15 0.00 NIA 114 112 0.06 0.80 15 0.048 7.34% 0.204 481.74 15.15 PYA F ; 6.62 0.32 0.13 495.47 490.90 61.9 0.01 0,0717 15 0.0200 8.14 GRATE N -Er 0.13 0.00 N/A 486.78 TYPE M GRATE I -ET 119 15 82.16 13.70% 481.64 470.20 RCP 0).67 0.0100 0.0200 2.0 0.0833 4.1650 1 5.74 1 0.84 124 2C 8_0 combined flow 112 110 0.01 0.90 0,009 0255 '.5.28 0.255 1- 6.58 0.06 0.28 490.80 476.25 150.5 0.01 0.0958 15 'u 9.72 DI -2C 0.26 0.00 8 110 108 0.26 0.60 15 0.156 1.94% 1.159 483.86 (6.40 0).29 6.23 0.0200 1 0.97 0.0833 476.15 474.62 35.1 0.01 0.0410 15 r 10,92 DI -2C 0.05 0.00 8 108 106 0.33 0.74 15 0.244 6.38% 1.403 476.25 16.46 1 6.22 1.52 0.03 474.52 470.20 35.4 0.01 0.1160 15 , ." 16.75 1 4.1650 0.04 0.99 106 104 0.06 0.71 0.18 0.043 0.157 1.678 0163 16,49 0.0200 1 6,21 0.0833 0.26 5.60 470.10 466.76 79.0 0.01 0.0408 15 11.78 DI -2C 0.11 0.00 4 104 102 0.12 0.62 15 0.074 5.87% 2.181 483.86 7.69 5.89 0.44 466.66 466.20 27.5 0.01 0.0152 18 k = 8.35 0.05 102 IX -72 0.19 0.65 0.124 2.340 0.23 7.75 0.173 5.88 1 0.00 00.69 0.73 466.10 462.96 180.0 0.01 0.0172 18 8.89 DI -213 0.34 0.00 6 Rpe run: 118 - 112 VDOTSTD, IS -1 131 15 31.84 0.50% 469.05 468.88 RCP 130 GRATE FLET NIA 0.00 N/A 118 112 0.06 0.70 15 0.042 3.89% 0.042 466.76 15.00 6.67 0.28 M ;„; 493.70 490.90 42.7 0.01 0.0619 15 4.91 0.14 Rpe run: 122 -106 136 all 0.24 0.75 0.180 0.72 GRATE MET CG -6 0.00 N/A 122 120 0.10 0.78 37.57 0.078 473.40 0.078 RCP '.5.00 6.67 0.52 w x 490.34 481.74 115.4 1 0.01 0.0734 15 GRATE MET CG -6 6.08 NIA 0.32 TY PE m GRATE NLEr 133 120 106 OA9 0.81 468.25 0.154 0.232 1 15.32 6.57 1.01 481.64 470.20 82.2 0.01 0.1370 15 10.87 1 0.13 Pipe run: 126 - 110 YD -2 YARDDRAN NIA 0.00 18" 473.75 VDOTSTD. is -1 YD -1 6 23.48 7.72% 126 124 0.37 0.80 0.296 0.2% 16.00 6.35 1.88 485.47 483.86 80.8 0.01 0.0194 15 ;4 �, 5.79 1 0.23 124 110 0.35 0.76 1 0.266 YD -4 0.748 16.23 6.28 1.67 NIA 0.00 483.76 476.25 115.9 0.01 0.0638 15 0.95% 484.00 11.37 ADS 0.17 Pipe run: 128 -124 128 124 0.21 0.87 EX -28 0.183 0.183 15.00 6.67 CG -6 1.22 ? 487.90 483.86 65.9 0.01 0.0587 15 x4 7.36 RCP O.iS Rpe run: 132 - 104 132 130 0.13 0.67 0.087 0.067 6.50 6.21 0.54 469.05 468.88 31.8 0.01 0.0050 15 2.49 0.21 130 104 0.23 0.75 0.173 0.260 16.71 6.15 1.06%W-1468.78 1 466.76 49.5 1 0.01 1 0.0389 1 15 rjjW6.93 012 Rpe run: 136 - IX -78 136 134 0.24 0.75 0.180 0:180 5.00 6.67 1.20Wj , 473.40 473.20 37.6 0.01 0.0050 15 J ` 3.09 0.20 134 IX -78 0.04 0.90 0.036 0.216 5.20 6.60 0°24 V 473.10 468.25 60.7 0.01 0.0766 15 y 8.69 0.12 Rpe run: YD -2 -102 YD 2 102 0.08 0.45 0.036 0.036 5.00 6.67 0.24 t 470.00 468.00 23.5 0.01 0.0772 6 6.03 0.06 Pipe run: YD4-124 YD -4 124 0.01 0.30 0.003 OM3 5.00 6.67 0.02 484.00 483.86 12.2 0.01 0.0095 6 a 1.36 0.15 Pipe run: EX -28 -104 IX 104 0.26 0.65 1 0.169 1 0.169 '7.50 5.94 1.001 � 467.15 1 466.76 1 40.8 1 0.01 1 0.0090 1 18 3.57 0.19 -28 ., � ��; Table 6 Snp Inlet Design Table u DRAINAGE DESCRIPTIONS S-1 R _._ PIPE INFORMATION _.. _ _ . _ __._.._ - r INLET INFORMATION NO. DIA. (in.} LENGTH* (ft.) 0 SLOPE / o O I INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM* ELEVATION COMMENTS 116 DI -2B CG -6 0.00 10 502.18 VDOT SIU. IS -1 115 15 27.13 0.51% 495.72 495.57 RCP 114 DI -2B CG -6 0.00 6 502.07 VDOTSTD. &I 113 15 61.86 7.17% 495.47 490.90 RCP 112 DI -2B CG -6 0.00 4 497.50 VD0TSTD.18-1 111 15 150.52 9.58% 490.80 476.25 RCP Uj 110 DI -26 CG -6 0.00 12 482.19 VDOTSTD, IS -1 109 15 35.11 4.10% 476.15 474.62 RCP k 108 I C # C g„u aar DI -2B CG -6 0.00 16 481.93 VDOTSTD. &I 107 15 35.40 11.60% 1 474.52 470.20 RCP 106 DI -2B CG -6 0.00 8 477.90 VDOTSTD. &1 105 15 78.96 4.08% 470.10 466.76 RCP ffi 104 .m .m. o W I oO - W O' � DI -2C CG -6 0.00 4 473.28 VDOTSTD. &I 103 18 27.49 1.52% 466.66 466.20 RCP U: U d d Cl m 102 �. 3 !- W DI -213 CG -6 0.00 8 473.23 VDOT STD. IS1 101 18 179.96 1.72% 466.10 462.96 RCP 2.80 0.99 right 0.08 0.62 0.050 0.20 0.00 0.20 0.0100 0.0200 1 2.0 0.0833 1 4.1650 3.64 0.97 i 104 2C 4.0 T max. spread combined flow 10.3 0.144 118 DI -2B CG -6 0.00 6 500.93 VDOTSTD. &I 117 15 42.73 6.19% 493.70 490.90 RCP 120 GRATE NIA combinedfbw (0.6 NA ..0 -- `y ad 0.10 0.78 0.078 0.31 122 122 GRATE NA GRATE MET NIA 0.00 NIA 496.34 TYPE W GRATE N_ET 121 15 115.37 7.34% 490.34 481.74 RCP PYA F ; left 0.13 0.76 120 0.40 0.00 0),40 0.0100 0.0200 2.0 GRATE N -Er NIA 0.00 N/A 486.78 TYPE M GRATE I -ET 119 15 82.16 13.70% 481.64 470.20 RCP 0).67 0.0100 0.0200 2.0 0.0833 4.1650 1 5.74 1 0.84 124 2C 8_0 combined flow 11.1 0.255 1- 24• max. spread Wt 1 0.28 0.80 126 0.90 0.00 0190 0.0100 0.0200 1 2.0 1 DI -2C CG -6 0.00 8 490.24 VDOTSTD. &1 125 15 80.78 1.94% 485.47 483.86 RCP 0).29 0.0100 0.0200 1 2,0 1 0.0833 1 4.1650 124 0.94 126 2C 8-0 DI -2C CG -6 0.00 8 488.86 VDOT STD. IS -1 123 15 115.86 6.38% 483.76 476.25 RCP 0.273 ,fir .:.'-, 24' max. spread left 1 0.03 0.87 0.026 0.10 1 0.00 0).10 0.0100 0.0200 2.0 0.0833 1 4.1650 2.86 0.99 right 0.18 0.87 0.157 0.63 0.00 0163 0.0100 0.0200 1 2.0 1 0.0833 1 4.1650 5.60 128 128 2C 4.0 DI -2C CG -6 0.00 4 492.93 VDOT STD. i5-1 127 15 65.87 5.87% 487.90 483.86 RCP ail 0.23 0.75 0.173 I 0.69 1 0.00 00.69 132 130 GRATE NA combined flow DI -213 CG -6 0.00 6 475.27 VDOTSTD, IS -1 131 15 31.84 0.50% 469.05 468.88 RCP 130 GRATE FLET NIA 0.00 N/A 474.66 TYPE m GRATE MET 129 15 49.48 3.89% 468.78 466.76 RCP 134 GRATE PYA coatinedflow 10.1'NA 136 all 0.24 0.75 0.180 0.72 GRATE MET CG -6 0.00 N/A 477.89 TYPE DIGRATE N -ET 135 15 37.57 0.50% 473.40 473.20 RCP w 134 NA.,,. GRATE MET CG -6 0.00 NIA 478.50 TY PE m GRATE NLEr 133 15 60.73 7.66% 473.10 468.25 RCP YD -2 YARDDRAN NIA 0.00 18" 473.75 VDOTSTD. is -1 YD -1 6 23.48 7.72% 470.00 468.00 ADS 1 YD -4 YARDDRAIN NIA 0.00 18" 487.35 VDOTSTD. &1 YD -3 6 12.19 0.95% 484.00 483.86 ADS EX -28 EXDI-213 CG -6 0.00 8 474.11 VDOTSTD. IS -1 104A 18 40.80 0.90% 467.15 466.76 RCP Table 6 Snp Inlet Design Table u _._ _.. _ _ . _ __._.._ - r INLETS IN SUMP, DESIGN (CURB, SPREAD AND INLET, SPREAD AND DEPTH)} Intensity4.00 (Intensity is 4 in/hr for spread and 6.5 in/hr for capacity and depth) Mannings "Coefficient, n Is 0.013 Inlet I, Hydrology .;Curb and Gutter : Inlet Uj W CD w xiTr k , ,O I C # C g„u aar O •s AD ffi .m .m. o W I oO - W O' � l6 � m m X m caL U: U d d Cl m �. 3 !- W a' 1 tr left 0.04 0.62 0.025 0.10 0.00 0).10 0.0100 0.0200 2.0 0.0833 4.1650 2.80 0.99 right 0.08 0.62 0.050 0.20 0.00 0.20 0.0100 0.0200 1 2.0 0.0833 1 4.1650 3.64 0.97 i 104 2C 4.0 T max. spread combined flow 10.3 0.144 an 0.19 0.81 0.154 0.62 0.00 0.62 120 GRATE NIA combinedfbw (0.6 NA ..0 -- `y ad 0.10 0.78 0.078 0.31 O.QO 0.31 122 GRATE NA confined flow (0.3 K&WA PYA F ; left 0.13 0.76 0.099 0.40 0.00 0),40 0.0100 0.0200 2.0 0.0833 4.1650 4.71 0.90 right 1 0.22 1 0.78 10.1671 0.67 1 0.00 0).67 0.0100 0.0200 2.0 0.0833 4.1650 1 5.74 1 0.84 124 2C 8_0 combined flow 11.1 0.255 1- 24• max. spread Wt 1 0.28 0.80 0.224 0.90 0.00 0190 0.0100 0.0200 1 2.0 1 0.0833 1 4,165Q 1 6°40 0.78 right 1 0.09 10.80 10.0721 0.29 0.00 0).29 0.0100 0.0200 1 2,0 1 0.0833 1 4.1650 4.18 0.94 126 2C 8-0 combined flow 11.2 0.273 ,fir .:.'-, 24' max. spread left 1 0.03 0.87 0.026 0.10 1 0.00 0).10 0.0100 0.0200 2.0 0.0833 1 4.1650 2.86 0.99 right 0.18 0.87 0.157 0.63 0.00 0163 0.0100 0.0200 1 2.0 1 0.0833 1 4.1650 5.60 0.85 128 2C 4.0 combined flow (0.7 0263 •, 22' max. spread ail 0.23 0.75 0.173 I 0.69 1 0.00 00.69 130 GRATE NA combined flow (0.7 NA ; aA 0.04 0.90 10.036 0.14 0.00 00.14 134 GRATE PYA coatinedflow 10.1'NA all 0.24 0.75 0.180 0.72 0.00 00.72 136 GRATE NIA combined flow 10.7 w NA.,,. for inlets draining to stomnwater management facilities, where ooeriand flow to facilities is not mailable, 1000/6 capture is required at 6.5in/hr Table 7 Grade Inlet Design Table ; s INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) __ _. _..__..__.. _ . _ _. _...__! .... _1 _1 t - .. _.._.._ Intensity 6.50 (Intensity is 4 in/hr for spiread, and 6.5 in/hr for capacity and depth).. -- 1 Mannings Coefficient, n is 0.013 - or inlets draining to stormwater management facilities, where o%edand flaw to facilities is not mailable, 100% capture is required at 6 5in/hr ry 1H 0 o �� � SCOTT COLLINS'Z U No. 35791 11h, ��sl a�TAL G1 t- 0 h � U {17 Z ui w o a oui U) [n LLJ Q� F--� W ce LEGEND EROSION & SEDIMENT CONTROL CONVEX SLOPE SHAPE W/INTERFLUVE LANDFORM POSITION, 60 TO ROADS MEASURES: 120 INCHES TO PARALITHIC BEDROCK, WELL DRAINED, MODERA7F I -1 EXISTING CULVERT STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE EROSION CONTROL NOTES CULVERT WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL VERY LOW TO MODERAIF HIGH KSAT (O TO 0.20 IN/YR) A DROP INLET & STRUCTURE NO. PRAC77CES USED IN THIS SEC77ON CONSIST OF THE FOLLOWING: ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETA77VE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRAC77CES WILL BE CONSTRUCTED AND .Annual Ryegrass J.01 SAFETY FENCE, MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICA77ONS OF CURB A PR07EC77VE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA Cereal (Winter) Rye TO PROHIBIT THE UNDESIRABLE USE OF AN EROSION CONTROL MEASURE BY THE PUBLIC. REGULA 77ONS VR 625-02-00 EROSION AND SEDIMENT CONTROL CURB & GUTTER APPLICABLE TO ANY CONTROL MEASURE OR SERIES OF MEASURES WHICH CAN BE CONSIDERED REGULA TIONS. (- PROPOSED PAVEMENT UNSAFE BY VIRTUE OF P07EN77AL ACCESS BY THE PUBLIC. ES -2: THE PLAN APPROVING AUTHORITY MUST BE N077FIED ONE WEEK PRIOR TO VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF SEED MIXTURE WDLL J.02 CONS7RUC77ON ENTRANCE.• THE PRE-CONS77?UC770N CONFERENCE, ONE WEEK PRIOR TO THE EC -3A DITCH A STABILIZED PAVED CONS77?UC770N( ENTRANCE Wl7H A WASH RACK LOCATED AT POINTS OF COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO (Luli ltt tn� i -flora VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE TO REDUCE THE AMOUNT OF THE FINAL INSPECTION. A DEPTH OF EC -3A DITCH MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR May 1 - Aug 31 German Millet 510 CONS7RUC77ON ENTRANCES SHALL BE INSTALLED AS SHOWN ON 774E PLANS TO REDUCE THE TO OR AS THE FIRST STEP IN CLEARING. (Setaria icalir) AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL �--� EC -2 DITCH REDUCING SURFACE AND AIR MOWEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND BE MAINTAINED ON THE S/ 7F AT ALL TIMES. J. INSTALL THE PAVED CONSTRUCTION ENTRANCE W177-1 WASH AREA AS SHOWN ON THE PLANS CONSTRUC77ON 3.05 SILT FENCE ES -5: PRIOR TO COMMENCING LAND DISTURBING AC77VI77ES IN AREAS 07HER THAN 6" DEPTH OF EC -2 DITCH A TEMPORARY SEDIMENT BARRIER CONSIS77NG OF A SYNTHE77C FILTER FABRIC STRETCHED INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF-SITE" Va. DS�YC ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED, TO INTERCEPT AND DETAIN BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A � '_ EARTH DITCH SMALL AMOUNTS OF SEDIMENT FROM! DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. ORDER TO PREVENT SEDIMENT FROM) LEAVING THE SITE AND TO DECREASE THE VELOCITY OF APPROVAL BY 774E PLAN APPROVING AUTHORITY DRIVEWAY CULVERT SHEET FLOWS AND LOW -TO -MODERATE LEVEL CHANNEL FLOWS 77 -IE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE (OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLA770N OF ANY ADDITIONAL BENCH MARK LADEN RUNOFF FROM SHEET FLOW AS INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY EROSION CON7ROL MEASURES NECESSARY TO PREVENT EROSION AND I * AFTER EACH RAINFALL AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENTATION AS DETERMINED BY 77 -IE PLAN APPROVING AUTHORITY. I SEDIMENT CONTROL HANDBOOK (VESCH). ES -7. -ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL _, _ - _ CLEARING LIMITS AND THE INSPECTOR HAS APPROVED 77 -IE EROSION CONTROL MEASURES, THE CONTRACTOR CAN BEGIN MEASURES AT ALL 77MES DURING LAND DISTURBING AC77W 7WES AND DURING GRADING OPERATIONS. STABILIZA77ON MEASURES SHALL BE APPLIED TO EARTHEN S7RUCTURES SUCH AS J.07 STORM DRAIN INLET PROTECTION. S17E DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. as VDOT STANDARD STOP SIGN A SEDIMENT FILTER OR AN EXCAVAJED IMPOUNDING AREA AROUND A STORM DRAIN DROP ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN 8. PERMANENT OR 7E'MPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN INLET OR CURB INLET. TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS APPROVED WATER FILTERING DEVICE. - - - -200- - - - EXIS77NG CONTOUR PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. INLET PROTECTION APPLIES ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS PERMANENT STABILIZATION SHALL BE WHERE STORM DRAIN INLETS ARE TO BE MADE OPERATIONAL BEFORE PERMANENT PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. 200 PROPOSED CONTOUR STABILIZA77ON OF THE CORRESPONDING DISTURBED DRAINAGE AREA. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS CONTROL PLAN. INSTALL STORM SEWER AS SHOWN ON THE PHASE 11 EROSION CONTROL PLAN AND 77E -IN TO TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDl/A7FLY. 240.55 PROPOSED SPOT ELEVATION -- n9 TEMPORARY DIVERSION DIKE.,OF A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETYPIPES „rte TBC DEN07F.S TOP/BACK OF CURB DISTURBED AREA. TO DIVERT STORM RUNOFF FROM UPSLOPE DRAINAGE AREAS AWAY FROM COMMENCE. PHASE Ill STORM SEWER WILL BE INSTALLED ALONG Wl77-1 THE PARKING AREA WITH CURB TAB DENOTES TOP OF BOX UNPROTECTED DISTURBED AREAS AND SLOPES TO A STABILIZED OUTLET. TO DIVERT DUST DURING CONSTRUCTION. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH. BUILDINGS 1-10 AND CORNER BU.".MNG ARE COMPLETED. SHOULD THE STORM SEWER RECEIVE ANY SEDIMENT -LADEN RUNOFF FROM A DISTURBED AREA TO A SEDIMENT -TRAPPING FACILITY SUCH EROSION CONTROL NOTES A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA AS A SEDIMENT TRAP OR SEDIMENT' BASIN. USE WHEREVER STORMWi47FR RUNOFF MUST BE WHICH DIVERTS OFF-SITE RUNOFF AWAY FROM UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, VIRGINIA SOL TEMPORARILY DIVERTED TO R07ECT DISTURBED AREAS AND SLOPES OR RETAIN SEDIMENT 18 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE EROSION CONTROL NDBOOK SPECF7CA77ON NUMBER S 7F DURING CONSTRUCTION. THESIE STRUCTURES GENERALLY HAVE A LIFE EXPECTANCY OF CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND 13 ONCE THE SITE IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, THE CON7RACTOR CAN REMOVE MONTHS OR LESS, WHICH CAN BE PROLONGED WITH PROPER MAINTENANCE.PRE-CONS7RUC770N DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ST I-T�-T�� STRAW BAIL BARRIER 3.04 a 3.12 DIVERSION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND 94, MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT A CHANNEL CONSTRUCTED ACROSS A SLOPE WITH A SUPPORTING EARTHEN RIDGE ON 774E MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICA77ONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULA TIONS VR TEMPORARY DIVERSION DIKE J. @e LOWER SIDE. TO REDUCE SLOPE LENGTH AND TO INTERCEPT AND DIVERT STORMW47FR AIT' VELOCITIES. APPLIES WHERE RUNOFF FROM 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 15. ALLL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AF7ER RUNOFF TO STABILIZED OUTLETS NON-EROSIVE J. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS CURB INLET STRUCTURES PRIOR TO PERMANENT STABIUZA77ON OF THE DISTURBED AREA; UM17ED TO WI AREAS OF HIGHER ELEVATION MAY ,DAMAGE PROPERTY, CAUSE EROSION, OR INTERFERE TH THE FIRST STEP /N CLEARING. $T 1000800o TEMPORARY SEDIMENT TRAP 3.13 THE ESTABLISHMENT OF VEGETA 7700W ON LOWER AREAS, WHERE SURFACE AND/OR SHALLOW 4, A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANT SHALL BE TEMPORARY SEDIMENT TRAP: SUBSURFACE FLOW IS DAMAGING SLOPING UPLAND, AND WHERE THE SLOPE LENGTH NEEDS TO MAINTAINED ON THE S17E AT ALL TIMES SB QQDD SEDIMENT BASIN ,314 BE REDUCED TO MINIMIZE SOIL LOSS. 5. PRIOR TO COMMENCING LAND DISTURBING AC77W77ES /N AREAS 07H/ER 77 -IAN /ND/CATER ON THESE PLANS BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS FOR ENOUGH 77ME TO ALLOW MOST TO THE SUSPENDED SOLIDS TO SE77LE OUT. MAXIMUM TIME :SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION (INCLUDING, 0 IP INLET PROTECTION 3.07 313 TEMPORARY SEDIMENT TRAP: A TEMPORARY PONDING AREA FORMIED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSIION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROWING AUTHORITY. A TEMPORARY BARRIER OR DAM WITH CONTROLLED STORMWATER RELEASE STRUCTURES WHICH IS STONE OUTLET. TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDIfiONAL EROSION SILT FENCE 3.05 ENOUGH TO ALLOW THE MAJORITY (OF THE SEDIMENT TO SETTLE OUT. USE BELOW DISTURBED CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS SF AREAS WHERE THE TOTAL CONTRIBUTING DRAINAGE AREA IS LESS THAN 3 ACRES, WHERE THE DETERMINED BY THE PLAN APPROVING AUTHORITY. CONDITIONS; TABLE 3.31C PRESENTS MORE IN-DEPTH INFORMATION ON THE SEDIMENT TRAP WILL BE USED NO (LONGER THAN 18 MONTHS, AND /T MAY BE CONSTRUCTED 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT CE � CONSTRUCTION ENTRANCE 3.02 EITHER INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION DIKE. ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING S17E' DEVELOPMENT UN77L ACHIEVED. GERM1NA TE AND GROW. SEEDBED PREPARATION IS ESSEN 77AL. A T TEMPORARY SEDIMENT BASIN: A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWAIER RELEASE STRUCTURE FINAL STABILIZATION IS FINAL 8DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED CD CHECK DAM 3.20 O ► FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRAINAGEWAY. IN "WET" AND `DRY" STORAGE DEVICE. y Y AND THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY ACTUAL NEED ALONG WITH SUGGESTED APPLICATION RATES: TO DETAIL SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS AFILTERING EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR AFTER E FROM ENTERING, ACCUMULA77NG IN AND BEING TRANSFERRED BY 774E CULVERT. IT ALSO PROWDES LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT APPLIES BELOW CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL FD >� TEMPORARY FILL DIVERSION J. DISTURBED AREAS WHERE THE TOTAL CONTRIBUTING DRAINAGE AREA IS EQUAL TO OR THAN THREE ACRES 7HERE MUST BE SUFFICIENT SPACE AND APPROPRIATE BE MADE IMMEDIATELY. SAFETY FENCE.- GREATER 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. ROUGHENING IS REQUIRED. WHEN THE AREA IS COMPACTED, CRUSTED, OR TOPOGRAPHY FOR THE CONSTRUCTION OF A TEMPORARY IMPOUNDMENT. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL DV--�---0- DIVERSION '.12 8 J. 18 OUTLET PRO7EC77ON.• SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOODt RUBBISH, AND OTHER DEBRIS EFFECTIVE ON SANDY SOILS THIS PRACTICE OFTEN CAUSES UNDUE COMPACTION STRUCTURALLY LINED APRONS OR 07HER ACCEPTABLE ENERGY DISSIPA77NG DEVICES PLACED 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS DF COMPLETION PER PER THE PERMANENT STABILIZATION OF THIS EROSION & SEDIMENT AT INE OUTLETS OF PIPES OR PANED CHANNEL SECTIONS. TO PREVENT SCOUR AT ZONING ORDINANCE SECTION 5.1.28. 8 PS s-- PS PERMANENT SEEDING J. STORMWATER OUTLETS, TO PRO7EC'T THE OUTLET STRUCTURE, AND TO MINIMIZE 774E POTENTIAL l3. ALL INERT MATERIALS SHALL BE TRANSPORTED /N COMPLIANCE Wl7H SECTION 13-301 AFTER CONSTRUC77ON IS COMPLETED, ALL DISTURBED AREAS OF THE FOR DOWNS7REAM EROSION BY REDUCING THE VELOCITY AND ENERGY OF CONCENTRATED THE CODE OF ALBEMARLE. E TO L-- TO TOPSOILING 3.30 STORMW47ER FLOWS. APPLICABLE TO THE C' 17LETS OF ALL PIPES AND ENGINEERED CHANNEL SECTIONS 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING lNDUS7RIAL-TYPE POWER EQUIPMENT BO SHALL BE LIMITED TO THE HOURS OF 7.•00 AM TO 9:00 PM. TOPSOIL - 2" DEPTH, LIME - 2 TONS/ACRE, FER77LIZER - 600 LBS./ACRE OF 15-30-15 LEGUMES SHOULD BE PLANTED FROM INCH TO DEEP. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFiE MANNER THAT CULVERT IN LET PR07F CTION 3.08 a 3.19 RIPRAP: A PERMANENT, EROSION -RESISTANT GROUND ,'OVER OF LARGE, LOOSE, ANGULAR STONE W17H OR GRANULAR UNDERLINING. TO PROTECT 774E SOIL FROM THE EROSIVE MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY KEN TUCK Y BLUEGRASS, 37.5 LBS/ACRE PARK KEN TUCK Y BLUEGRASS, 15 FILTER FABRIC PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. ADEQUATE STRAW MULCH SHOULD BE USED DURING THESE PERIODS FORCES OF CONCENTRATED RUNOFF, SLOW THE VELOCITY OF CONCENTRATED RUNOFF WHILE 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR DUST CONTROL 3.39 ENHANCING THE P07EN77AL FOR INIFIL77?A770N, AND TO STABILIZE SLOPES WITH SEEPAGE CONVERT TO PERMANENT STORMWA TER MANAGEMENT FACIL177ES WHERE APPLICABLE ALL DC 4- DC PROBLEMS, AND/OR NON-COHESIVLE' SOILS USE WHEREVER SOIL AND WATER INTERFACE AND EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC THE SOIL CONDITIONS, WATER TURBIULENCE AND VELOCITY, EXPECTED VEGETATIVE COVER, ETC., ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. --------I TEMPORARY SLOPE DRAIN 3.15 a ARE SUCH THAT THE SOIL MAY EMODE UNDER THE DESIGN FLOW CONDITIONS. 17. TEMPORARY STABILIZA77ON SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING /S TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT 3.20 ROCK CHECK DAMS: SMALL TEMPORARY STONE DAMS CONSTRUCTED ACROSS A SWALE OR DRAINAGE DITCH. TO CONSIST A 50/50 MIX OF ANNUAL RYGRASS AND CEREAL WINTER IRYE, OR IN MARCH REDUCE 774E VELOCITY OF CONCENr7RATED STORMWATER FLOWS, THEREBY REDUCING EROSION AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF SA SAFETY FENCE 3.09 OF 774E SWALE OR DITCH. THIS PFRACTICE ALSO TRAPS SEDIMENT GENERATED FROM ADJACENT GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS1100SF: AL 1ERNA77VES ARE AREAS OR THE DITCH ITSELF, MAINLY BY PONDING OF THE STORMW47ER RUNOFF. THIS SUBJECT TO APPROVAL BY THE EROSION CONTROL INSPECTOR. �'� PRACTICE, UTILIZING A COMBINATIOF STONE SIZES, IS LIMITED TO USE IN SMALL OPEN PERMANENT SEEDING, 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, , AND > TEMPORARY RIGHT-OF-WAY 3.11 CHANNELS WHICH DRAIN 10 ACRES,' OR LESS. MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, , `ti/ `�._./ DIVERSION INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FER77LIZER SHALL BE APPLIED AT GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING RESEEDED AS NEEDED. 3 31 TEMPORARY SEEDING• SHALL BE APPLIED AT 1801 6S/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL TABLE 331-A LIMING REQUIREMENTS . FOR TEMPORARY SITES Recommmended Application pH Telt of Agioltural I mestone below 4.2 3 torts per acre 4.2 to 5.2 2 tons per acre 5-2 to 6 1 ton per acre THE ESTABLISHMENT OF A TEMPORJARY VEGETA77VE COVER ON DISTURBED AREAS BY SEEDING W1774 APPROPRIATE RAPIDLY GROWLING ANNUAL PLANTS TO REDUCE EROSION AND SEDIMENTATION BY STABILIZING DIS37URBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THIAN 30 DAYS. TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF-SITE AREAS, AND TO PROVIDE PR07EC77ON TO BARE SOILS EXPOSED DURING CONSTRUCTION UJN77L PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. J. 32 PERMANENT STABILIZATION. THE ESTABLISHMENT OF PERENNIAL'- VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. TO REDUCE EROSION AND /DECREASE SEDIMENT YIELD FROM DIS77JRBED AREAS. TO PERMANENTLY STABILIZE D/S7URBECD AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MA7FRIALS TO IMPROVE WILDLIFE HABITAT. TO EINHANCE NATURAL BEAUTY. UPON COMPLETION OF CONS7RUC770N ACTIVITIES, ALL ARIEAS WILL RECEIVE A PERMANENT VEGETATIVE COVER. 3.35 MULCHING. APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE. TO PREVENT EROSION BY PRO7EC77NG,' THE SOIL SURFACE FROM RAINDROP IMPACT AND REDUCING THE VELOCITY OF OVERLAND FLOW.'. TO FOSTER THE GROWTH OF VEGETATION BY INCREASING AVAILABLE MOISTURE AND PROVlD11NG INSULA77ON AGAINST EXTREME HEAT AND COLD. AREAS WHICH HAVE BEEN PERMANENRY SEEDED SHOULD BE MULCHED IMMEDIATELY FOLLON?NG FESCUE AND 0-5% PERENNIAL RYGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 8OLBS/100SF. AL7ERNA77VES ARE SUBJECT TO APPROVAL BY THE EROSION CONTROL INSPECTOR. 19. MAINTENANCE. ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SIS TO BE REPAIRED IMMEDIA TEL Y. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED W17H SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS SILT FENCE AND DIVERSION DYKES WHICH ARE COLLEC77NG SEDIMENT TO HALF THEIR HEIGHT MUST BE' CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL S17E STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE EROSION CONTROL INSPECTOR. 21. THE E&S INSPECTOR HAS THE AUTHORITY TO ADD OR DELETE E&S' CONTROLS AS NECESSARY IN THE FIELD AS SITE CONDITIONS CHANGE. IN ADDITION, NO SEDIMENT BASIN OR TRAP CAN BE REMOVED WITHOUT WRITTEN AUTHORIZATION. SOIL DESCRIPTION 19B - CULLEN LOAM, 29 TO 79 SLOPES PARENT MATERIAL RESIDUUM WEATHERED FROM ACID AND BASIC IGNEOUS ROCK, CONVEX SEEDING. AREAS WHICH CANNOT IBE SEEDED BECAUSE OF THE SEASON SHOULD BE MULCHED SLOPE SHAPE W/IN7FRFLUVE LANDFORM POS1770N, 60 TO 120 USING ORGANIC MULCH. MULCH MIA BE USED TOGETHER WITH PLAN77NGS OF TREES, SHRUBS, INCHES TO PARALITHIC BEDROCK, WELL DRAINED, MODERATE TABLE 3.31-B OR CERTAIN GROUND COVERS WHICH DO NOT PROVIDE ADEQUATE SOIL STABILIZATION BY WATER CAPACITY, NO FREQUENCY OF FLOODING OR PONDING, THEMSELVES, CAN BE USED IN COINJUNC77ON NTH TEMPORARY SEEDING. VERY LOW TO MODERATELY HIGH KSAT (O TO 0.20 IN/YR) ACCEPTABLE TEMPORARY SEEDING PLANT MATERI61 J.37 TREES ,S-IRUBS TITHES & GROUND COVERS19C - CULLEN LOAM, 79 TO 159 SLOPES PARENT MATERIAL • "QUICK REFERENCE FOR ALL REGIONS" STABILIZING DISTURBED AREAS BY' ESTABLISHING VEGETA77VE COVER WITH TREES, SHRUBS, RESIDUUM WEATHERED FROM ACID AND BASIC IGNEOUS ROCK, DESCRIPTION OF EROSION & SEDIMENT EROSION CONTROL NOTES & NARRATIVE CONTROL MEASURES: VINES, OR GROUND COVERS. TO AID IN STABILIZING SOIL IN AREAS WHERE VEGETATION OVER CONVEX SLOPE SHAPE W/INTERFLUVE LANDFORM POSITION, 60 TO Rate THAN TURF IS PREFERRED, TO PRIOWDE FOOD AND SHELTER FOR WILDLIFE WHERE WILDLIFE 120 INCHES TO PARALITHIC BEDROCK, WELL DRAINED, MODERA7F �a aR; g.L?�st S- �`i�' ' 47u) HABITAT IS DESIRABLE. APPLIES TIN AREAS WHERE TURF ESTABLISHMENT IS DIFFICULT, ON WATER CAPACITY, NO FREQUENCY OF FLOODING OR PONDING, THE NORTH AND SOUTH OF THIS SITE, RESPECTIVELY. THE TOTAL AREA TO BE DISTURBED /S 4.19 ACRES STEEP OR ROCKY SLOPES WHERE NOW1NG IS NOT FEASIBLE, WHERE ORNAMENTALS ARE VERY LOW TO MODERAIF HIGH KSAT (O TO 0.20 IN/YR) Sept. 1- Feb_ 15 50150 Mix of DESIRABLE FOR LANDSCAPING PUMPOSES, AND WHERE WOODY PLANTS ARE DESIRABLE FOR 39C - HAZEL LOAM, 79 TO 159 SLOPES. PARENT MATERIAL RESIDUUM .Annual Ryegrass SOIL CONSERVATION, OR TO ESTA6SLISH WILDLIFE HABITAT. WEATHERED FROM GRA YWACKE SANDSTONE AND MICA SCHIST. (Loliu"n Must' & s()- Inwo 3.38 TREE PRESERVATION AND PROTECTION. CONVEX SLOPE SHAPE W/IN7FRFLUVE LANDFORM POS177ON, Cereal (Winter) Rye PROTECTION OF DESIRABLE TREES FROM MECHANICAL OR OTHER INJURY DURING LAND EXCESSIVELY DRAINED, MODERATELY HIGH TO HIGH CAPACITY OF (,,Secale cereal e) DIS77JRBING AND CONSTRUCTION A(C77WTY. TO ENSURE THE SURVIVAL OF DESIRABLE TREES MOST LIMITING LAYER TO TRANSMIT WATER, AVAILABLE WA R QFFSI7F LAND DISTURBANCE.' WHERE THEY WILL BE EFFECTIVE FCOR EROSION AND SEDIMENT CONTROL, WA7ERSHED CAPACITY LOW (ABOUT 4.1 INCHES), NO FREQUENCY OF FL100DING VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF SEED MIXTURE WDLL PROTECTION, LANDSCAPE BEAU 77FI(CA TION, DUST AND POLLUTION CONTROL, NOISE REDUCTION, OR PONDING, FOUND ON HILLSLOPES, DEPTH TO RESTRICTIVE Feb. 16 - Apr. 30 Annual Ryegrass 60-100 SHADE AND 07HER ENWRONMENTAIL BENEFITS WHILE THE LAND IS BEING CONVERTED FROM FEATURE 20 TO 40 INCHES TO UTHIC BEDROCK. (Luli ltt tn� i -flora FOREST TO URBAN -TYPE USES. ,,APPLIES IN 7REE-INHABI7ED AREAS SUBJECT TO LAND VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE TO REDUCE THE AMOUNT OF MUD SOILS MAP IS INCORPORATED INTO THE EROSION CONTROL PLANS WITH SOILS DATA INCLUDED WITH THIS DIS7 JRBING ACTIVITIES. REFERENCE. WEB SOIL SURVEY ONLINE DATABASE, FOUND AT May 1 - Aug 31 German Millet 510 SEQUENCE OF CONSTRUC77ON: h ttp: //Websoilsurvey nres. usda. gov/oppIWebSoilSurvey. aspx (Setaria icalir) 3.39 DUST CONTROL: 2. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS WITHOUT THE A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS REDUCING SURFACE AND AIR MOWEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. TO INTERCEPT AND DETAIN SMALL J. INSTALL THE PAVED CONSTRUCTION ENTRANCE W177-1 WASH AREA AS SHOWN ON THE PLANS CONSTRUC77ON CONSMUC77ON ACTIVITIES. TO PR?EVENT SURFACE AND AIR MOVEMENT OF DUST FROM ENTRANCES TO BE INSTALLED WHERE C0NS7RUCT7ON VEHICLE ROUTSS INTERSECT PAVED PUBLIC ROADS, Source: EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY STORMWATER RUN-OFF CONSIDERATIONS' Va. DS�YC PRESENT HEALTH HAZARDS, 7RAFF�N SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SLOPE OF AREAS W17H MINIMAL GRADES TO FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS DUST CONTROL MEASURES SHALL SE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF CONSTRUCTION OF THIS PROJECT WILL HAVE AN EFFECT ON PEAK RUN-OFF RATES SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. DUST DURING CONSTRUCTION. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE DUE TO AN INCREASE IN QUAN77TY AND VELOCITY OF THE RUN-OFF THE PERMANENT STABILIZATION: VESCH. IMPERVIOUS AREA IS BEING INCREASED DUE TO THE CONSTRUCTION OF THE ROADS CONSTRUCTED AS A FIRST STEP WITH ANY LAND DIS77JRBANCE ACTIVITY AND SHALL BE MADE FUNC77ONAL TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS. TO PERMANENTLY AND PARKING LOT. HOWEVER, MUCH OF THE RUN-OFF IS BEING DIVERTED TO AN STABILIZE DISTURBED AREAS IN A MANNER THAT /S ECONOMICAL, ADAPTABLE TO S17E CONDITIONS, 5. IN ADDITION TO ENSURING THAT THE PAVED CONSTRUCTION EN7RANCE IS INSTALLED, INSTALL ANY EXISTING SEDIMENT BASIN, WHICH WILL ASSIST IN DECREASING THE RUN-OFF REMAINING EROSION CON7ROL 17EMS AS SHOWN ON 7HE EROSION CONTROL PLAN, INCLUDING DIVERSION HABITAT. TO ENHANCE NATURAL BEAUTY. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, ALL VELOCITY FROM THE PROJECT SHE DESCRIPTION OF EROSION & SEDIMENT EROSION CONTROL NOTES & NARRATIVE CONTROL MEASURES: PURPOSE EROSION AND SEDIMENT CONTROL MEASURES.• THE PURPOSE OF THIS LAND DISTURBING AC77VITY IS TO CREATE A MIXED-USE DEVELOPMENT TOWN CENTER IT IS ANTICIPATED TO USE CONSTRUCTION ENTRANCES, DIVERSION DIKES, EXIS77NG SEDIMENT BASINS, WI77-1 TOWNHOMES, COMMERCIAL BUILDINGS AND RECREA77ONAL SPACE. INFRASTRUCTURE WILL 77E -IN WITH AND SILT FENCES WILL BE INSTALLED TO CONTROL SURFACE DRAINAGE. TEMPORARY SEEDING WILL EXISTING FACILITIES AND FACIL177ES CURRENTLY UNDER CONS7RUCT7ON FOR THE RESERVE AT BELVEDERE, TO BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE AC77W77ES. TEMPORARY STOCKPILE THE NORTH AND SOUTH OF THIS SITE, RESPECTIVELY. THE TOTAL AREA TO BE DISTURBED /S 4.19 ACRES AREAS WILL BE MAINTAINED FROM TOPSOIL THAT WILL BE STRIPPED FROM AREAS TO BE GRADED EXIS77NG SITE C06077ONS.' AND STORED FOR LATER SPREADING STOCKPILE LOCATIONS SHALL BE ON S17E AND SHALL BE THE EXISTING S17E IS A VACANT, HILLY PARCEL, SLOPING DOWNWARD TO THE WEST. EXIS77NG SEDIMENT STABILIZED WITH A TEMPORARY VEGETA77VE COVER. PERMANENT SEEDING WILL BE PERFORMED FOR BASINS ARE LOCATED TO THE SOU774 AND ARE ASSOCIATED WITH THE RESERVE AT BELVEDERE. EROSION AND i SEDIMENT CONTROL MEASURES HAVE BEEN DESIGNED TO CONFORM TO THE EXISTING S17F SLOPE AND PR07ECT ALL AREAS WHICH WILL NO LONGER BE EXCAVATED AND WHERE CONSTRUCTION ACTIVITIES HAVE THE DOWNSTREAM AREAS AND ADJACENT PROPERTIES. CEASED. PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL ADJACENT ARES BE LEFT DORMANT FOR A YEAR OR MORE. SELECTION OF SEED MIXTURE WILL DEPEND ON THE 77ME 1HIS S17E IS BORDERED TO THE NORTH AND WEST BY EXISTING BELVEDERE BOULEVARD. TO THE EAST IS A OF YEAR APPLIED. VACANT, RESIDENTIALLY ZONED PARCEL. THE RESERVE AT BELVEDERE EXISTS TO 77 -IE SOUTH. TEMPORARY SEEDING WILL BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT QFFSI7F LAND DISTURBANCE.' FOR MORE THAN SEVEN DAYS THESE AREAS SHALL BE SEEDED WITH FAST GERMINATING THERE IS NO OFFSITE LAND DISTURBANCE. ALL LAND DISTURBANCE IS TO OCCUR WI7HIN THE LIMITS OF VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF SEED MIXTURE WDLL DISTURBANCE AS SHOWN. DEPEND ON THE 77ME OF YEAR APPLIED. CRI77CAL AREAS. - CONSTRUCTION ENTRANCE.- THERE ARE NO CRI77CAL AREAS LOCATED WITHIN 774E PROJECT LIMITS A STABILIZED PAVED CONSTRUCTION ENTRANCE WI774 A WASH RACK LOCATED AT POINTS OF SOILS.• VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE TO REDUCE THE AMOUNT OF MUD SOILS MAP IS INCORPORATED INTO THE EROSION CONTROL PLANS WITH SOILS DATA INCLUDED WITH THIS TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. NARRATIVE. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE THE SEQUENCE OF CONSTRUC77ON: AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS. 1. N077FY ALBEMARLE COUNTY TO SCHEDULE A PRE -CONSTRUCTION MEETING AS REQUIRED. SILT FENCE.- 2. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS WITHOUT THE A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS APPROVAL FROM THE INSPECTOR ON THE PROJECT AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. TO INTERCEPT AND DETAIN SMALL J. INSTALL THE PAVED CONSTRUCTION ENTRANCE W177-1 WASH AREA AS SHOWN ON THE PLANS CONSTRUC77ON AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS /N ORDER TO ENTRANCES TO BE INSTALLED WHERE C0NS7RUCT7ON VEHICLE ROUTSS INTERSECT PAVED PUBLIC ROADS, PREVENT SEDIMENT FROM LEAVING THE SITE. TO DECREASE THE VELOCITY OF SHEET FLOWS AND PROVISIONS SHALL BE MADE TO MINIMIZE THE 7RANSPORT OF SEDIMENT BY (VEHICULAR) TRACKING ONTO THE PAVED SURFACE WHERE SEDIMENT /S TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL LOW -70 -MODERATE LEVEL CHANNEL FLOWS THE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SLOPE OF AREAS W17H MINIMAL GRADES TO FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS SHOVELING OR SWEEPING AND TRANSPORTING TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED IN SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). 4. INSTALL THE INITIAL CONSTRUCTION MEASURES AS SHOWN ON THE PHASE I EROSION CONTROL SHEET. THIS PERMANENT STABILIZATION: INCLUDES SILT FENCE AND TWO (2) SEDIMENT TRAPS MEASURES INTENDED TO TRAP SEDIMENT SHALL BE 77 -IE ESTABLISHMENT OF PERENNIAL VEGETA77VE COVER ON DISTURBED AREAS BY PLAN77NG SEED. CONSTRUCTED AS A FIRST STEP WITH ANY LAND DIS77JRBANCE ACTIVITY AND SHALL BE MADE FUNC77ONAL TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS. TO PERMANENTLY BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. STABILIZE DISTURBED AREAS IN A MANNER THAT /S ECONOMICAL, ADAPTABLE TO S17E CONDITIONS, 5. IN ADDITION TO ENSURING THAT THE PAVED CONSTRUCTION EN7RANCE IS INSTALLED, INSTALL ANY AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS TO IMPROVE WILDLIFE REMAINING EROSION CON7ROL 17EMS AS SHOWN ON 7HE EROSION CONTROL PLAN, INCLUDING DIVERSION HABITAT. TO ENHANCE NATURAL BEAUTY. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, ALL BERNS AND INLET PROTECTION. 6. ONCE ALL THE EROSION CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN ON THE EROSION CONTROL PLAN AREAS WILL RECEIVE A PERMANENT VEGETA77VE COVER. AND THE INSPECTOR HAS APPROVED 77 -IE EROSION CONTROL MEASURES, THE CONTRACTOR CAN BEGIN TEMPORARY SEEDING.- GRADING OPERATIONS. STABILIZA77ON MEASURES SHALL BE APPLIED TO EARTHEN S7RUCTURES SUCH AS THE ESTABLISHMENT OF A TEMPORARY VEGETA77VE COVER ON DISTURBED AREAS BY SEEDING WI774 DAM'S, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INS TALLA 770N. APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS. TO REDUCE EROSION AND SEDIMENTATION BY 7. ROUGH GRADE THE SITE TO THE CONTOURS SHOWN ON THE PHASE 11 EROSION CON7ROL PLAN. STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF 8. PERMANENT OR 7E'MPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN MORE THAN 30 DAYS. TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR DAYS AFTER FINAL GRADE IS REACHED ON ANY PORT70N OF THE SITE. TEMPORARY SOIL STABILIZATION OFF-S17E AREAS, AND TO PROVIDE PR07E"C77ON TO BARE SOILS EXPOSED DURING CONSTRUCTION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL UN77L PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS PERMANENT STABILIZATION SHALL BE DUST CONUM, APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING DEMOLITION AND 3• GRADE OUT THE REMAINDER OF THE SITE AND GRADE THE ROADS AS SHOWN ON THE PHASE 11 EROSION CONS7RUC77ON ACTIVITIES. CONTROL PLAN. INSTALL STORM SEWER AS SHOWN ON THE PHASE 11 EROSION CONTROL PLAN AND 77E -IN TO TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE EXISTING STORM SEWER FACILITIES, USING INTERMEDIA 7E INLET PROTECTION TO PROTECT THE END OF THE z THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETYPIPES 10. ONCE INE STORM SEWER FOR THE PHASE !I EROSION PLAN IS INSTALLED AND OPERATIONAL, PHASE 111 PROBLEMS OR HARM ANIMAL OR PLANT LIFE.MAY COMMENCE. PHASE Ill STORM SEWER WILL BE INSTALLED ALONG Wl77-1 THE PARKING AREA WITH CURB DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF AND' GUTTER PRIOR TO SEDIMENT TRAPS 1 AND 2 BEING REPLACED WITH CULVERT INLET PROTECTIONS UNTIL DUST DURING CONSTRUCTION. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH. BUILDINGS 1-10 AND CORNER BU.".MNG ARE COMPLETED. SHOULD THE STORM SEWER RECEIVE ANY TEMPORARY DIVERSION DIKE' SEDIMENT; THE CONTRACTOR /S RLSPONSIBLE FOR CLEANING THE SYSTEM TO THE SATISFACTION OF 774E A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA E&SIC INSPECTOR. WHICH DIVERTS OFF-SITE RUNOFF AWAY FROM UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, 11. FINIE GRADE, INSTALL CURB & GUTTER AND SEED AND FER77LIZED THE DENUDED AREAS INSTALL INLETS OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM AND INSTALL INLET PR07EC71ON AS SHOWN ON THE PLANS EFFECTIVE LIVE IS 18 MONTHS 12. INSTALL STONE BASE AND PAVE PARKING LOTS AND ROADS ROCK CHECK DAMS. 13 ONCE THE SITE IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, THE CON7RACTOR CAN REMOVE THE EROSION CONTROL MEASURES NO I7EM SHALL BE REMOVED UNLESS THE UPSTREAM AREAS ARE SMALL, TEMPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE THE STABILIZED AND THE INSPECTOR GIVES PERMISSION. VELOCITY OF CONCENTRATED FLOWS, REDUCING EROSION OF THE SWALE OR DITCH. LIMITED TO USE 94, MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT IN SMALL OPEN CHANNELS WHICH DRAIN 10 ACRES OR LESS; SHOULD NOT BE USED IN LIVE CONTROL HANDBOOK, REMOVING GVLY WHEN APPROVED BY THE LOCAL PROGRAM ADMINISTRATOR /N STREAMS ACCORDANCE WITH THE VIRGINIA r';ROSION AND SEDIMENT CONTROL HANDBOOK. STORM DRAIN INLET PROTECTION: 15. ALLL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AF7ER THE INSTALLA77ON OF VARIOUS KINDS OF SEDIMENT TRAPPING MEASURES AROUND DROP INLETS OR FINAL S17E STABILIZA77ON OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS CURB INLET STRUCTURES PRIOR TO PERMANENT STABIUZA77ON OF THE DISTURBED AREA; UM17ED TO OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINIS7RATOR. TRAPPED SEDIMENT AND THE DISTURBED DRAINAGE AREAS NOT EXCEEDING ONE ACRE, AND NOT INTENDED TO CONTROL LARGE, SOIL. AREAS RESULTING FROM THF DISPOSITION OF 7EMPORARY MEASURES SHALL BE PERMANEN7LY CONCENTRATED STORMWATFR FLOWS STAIBILlZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. TEMPORARY SEDIMENT TRAP: TEMPORARY SEEDING.' A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF AREAS FOR ENOUGH 77ME TO ALLOW MOST TO THE SUSPENDED SOLIDS TO SE77LE OUT. MAXIMUM TIME :SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION EFFECTIVE LIFE IS 18 MONTHS. IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE SEED MIXTURE WILL TEMPORARY SEDIMENT BASIN. DEPEND ON THE TIME OF YEAR AND WILL BE APPLIED TO DISTURBED ARES THAT A TEMPORARY BARRIER OR DAM WITH CONTROLLED STORMWATER RELEASE STRUCTURES WHICH IS WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS. FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRAINAGEWAY. IT IS PLANTS SHOULD BE SELECTED APPROPRIATE TO THE SEASON AND S17E USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE AREAS 3 ACRES OR GREATER FOR CONDITIONS FROM TABLES 3.31B AND 3.31C. NOTE THAT TABLE 3.31B PRESENTS ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. IT CAN BE PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF SITE CONSTRUCTED ONLY WHERE THERE IS SUFFICIENT SPACE AND APPROPRIA7E TOPOGRAPHY MAXIMUM CONDITIONS; TABLE 3.31C PRESENTS MORE IN-DEPTH INFORMATION ON THE EFFEC77VE LIFE IS 18 MONTHS UNLESS DESIGNED AS A PERMANENT POND BY A QUALIFIED PLANT MATERIALS PROFESSIONAL. TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO OUTLET PROTECTION: GERM1NA TE AND GROW. SEEDBED PREPARATION IS ESSEN 77AL. 174E INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR S77LLING BASINS BELOW STORM DRAIN AN EVALUATION SHOULD BE CONDUCTED TO DE7FRMINE IF LIME IS NECESSARY OUTLETS TO REDUCE EROSION AND UNDER-CUT7NG FROM SCOURING AT OUTLETS AND TO REDUCE FOR TEMPORARY SEEDING. TABLE 3.31A MAY BE USED TO DE7ERMINE THE FLOW VELOCITIES BEFORE STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS. CULVERT INLET PROTECTION. ACTUAL NEED ALONG WITH SUGGESTED APPLICATION RATES: A SEDIMENT FILTER LOCATED AT 77 -IE INLET TO STORM SEWER CULVERTS WHICH PREVENTS SEDIMENT FERTILIZER SHALL BE APPLIED AS 600 LBS/ACRE OF 10-20-10 (14 LBS/1, 000 FROM ENTERING, ACCUMULA77NG IN AND BEING TRANSFERRED BY 774E CULVERT. IT ALSO PROWDES O SQ. FT.) REQUIVALENT NUTRIENTS LIME AND FERTILIZER SHALL BE EROSION CONTROL AT CULVERTS DURING INE PHASE OF A PROJECT WHERE ELEVATIONS AND INTO THE TOP 2 TO 4 INCHES OF THE SOIL IF POSSIBLE. DRAINAGE PATTERNS ARE CHANGING, CAUSING ORIGINAL CONTROL MEASURES TO BE INEFFECTIVE.INCORPORATED SAFETY FENCE.- IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FURTHER A PR07EC77VE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL ROUGHENING IS REQUIRED. WHEN THE AREA IS COMPACTED, CRUSTED, OR MEASURE. HARDENED, THE SOIL SHALL BE LOOSENED BY DISCING, RAKING, HARROWING, OR OTHER ACCEPTABLE MEANS TRACKING W17H BULLDOZER CLEATS /S MOST PERMANENT STA&LIZA7701V EFFECTIVE ON SANDY SOILS THIS PRACTICE OFTEN CAUSES UNDUE COMPACTION PERMANENT SEEDING WILL BE APPLIED TO ALL DISTURBED AREAS AS OF THE SOIL SURFACE, ESPECIALLY Y /N CLAYEY SOILS, AND DOES NOT AID PER THE PERMANENT STABILIZATION OF THIS EROSION & SEDIMENT PLANT GROWTH AS EFFECTIVELY AS OTHER METHODS OF SURFACE ROUGHENING. CONTROL NARRATIVE. SEED SHALL BE EVENLY APPLIED WITH A BROADCAST SEEDER, DRILL, AFTER CONSTRUC77ON IS COMPLETED, ALL DISTURBED AREAS OF THE CULTIIPACKER SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO SITE WILL BE LIMED, FERTILIZED, AND SEEDED AS PER CURRENT VDOT MORE' THAN 1j INCHES DEEP. SMALL SEEDS, SUCH AS KENTUCKY BLUEGRASS, STANDARDS THIS SHALL CONSIST OF THE FOLLOWING; SHOULD BE PLANTED NO MORE THAN � INCH DEEP. OTHER GRASSES AND TOPSOIL - 2" DEPTH, LIME - 2 TONS/ACRE, FER77LIZER - 600 LBS./ACRE OF 15-30-15 LEGUMES SHOULD BE PLANTED FROM INCH TO DEEP. SEED - ERNST 5311 CONSERVATION SEED MIX - ERNMX-114 (45 SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY LBS./ACRE PENNLAWN CREEPING RED FESCUE, 37.5 LBS/ACRE ARGILE SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD. & SPEC. KEN TUCK Y BLUEGRASS, 37.5 LBS/ACRE PARK KEN TUCK Y BLUEGRASS, 15 3.35, EXCEPT THAT H YDROMUL CHES (FIBER MULCH) WILL NOT BE CONSIDERED LBS./ACRE ANNUAL RYEGRASS & 15 LBS/ACRE PLEASURE PERENNIAL ADEQUATE STRAW MULCH SHOULD BE USED DURING THESE PERIODS AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT MAINTAINED ON A REGULAR BASIS. RILL EROSION WILL BE RE -SEEDED AS SOON AS SUCH AREAS ARE IDEN77FIED. MAINTENANCE . IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC AT7ENTION WILL BE GIVEN TO THE FOLLOWING ITEMS. A. SEDIMENT BASINS AND/OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHED HALF WAY TO THE TOP OF THE BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. SCOTT COLLINS� ) ILIO. 35791 ,1, ,�0� / 0 i( �s`SIONAL E�lZ � � Eq LU 1-4� --i 1-1 � h 1_ 0 CD i w -a 6 C -r - N/A N jA a 3� " 1zu C(O o SHEET NO. n mom, D ESC ESC -1 � �: _I -_C h- O ® ® � q H z w z z O H Ce ry 2: i- -Co U 57C7 Lill a U) z z !- bLLJ Z w LU w Q � 0_ LU cn M - ¢ n ¢ N Of >0 w en y n w �■ W w w ce n� cy- � � Eq LU 1-4� --i 1-1 � v _C 112049 0 CD i o -a 6 C -r - N/A N jA a 3� " C(O o SHEET NO. n mom, D 11 A 9 4 4 1� 06 °' w LjjDw �z � � z Lu j__ j o I . Cz 6 J -C J 9 - () (�o 0 Q Q) z O I 0-, o U PLC o q) 0 Q, O L 3 z:7 .S q) V) - L -� Q- 0 ,, X U v v a- F- o 7- O 3 - o Uj O � '3: o (:Y) f__q s 1.J T Y O 6 W n ` O C /U ll C) - C6 U CD z - E V) w C W O 0 0 o F-4 z � �C3 ° 0 z 6 CeLLJ i , o-0 C.) - o -!:I T C �-' O �. v- D_ v o n L = QU) I C >8 U _:5 o O -" X70 0) v =' E Q) - a o C C (1)_Q A I ✓� .ki , Uj Eq LU �> U) -a 2 JOB NO. v _C 112049 0 SCALE V)0 O -a 6 C -r - N/A N jA a 3� U)a) C(O �0 SHEET NO. a - D ESC ESC -1 N>, _I -_C h- O A I ✓� .ki , / NOTES.7MP 61 -1 6oB 1' THE' RE|SNOTREE CLEARING ASSOCIATED WITH THIS THE ACSA SHALL DETERMINE��c�,un'-��T7���� � \ PROJECT. THE LIMITS OF DISTURBANCE FROM THIS THE METHOD OF SUPPLYING SWIM CLUB INC SECTION ONLY INCLUDES KJPEyJ FARM ~~' LAND' THE TOTAL WATER TO THE WASH RACK ZONED: 7-4 LIMITS OF DISTURBANCE IS 4.19 AC' 1SI� VACANT RESIDENTIAL 2 THERE ARE NO FLOODPLAIN CRWETLAND AFE�iJ THE U �C0I7^/R. Y C0'L/ � lN3^ --~ Z \|°|h|TY OF THIS PROJECT' y». 55?Q1 MIN. 12'X70' -''-----'--'-- ENTRANCE SHALL 3. SEE SHEET ESC -5 FOR DETAILS ON THE SEDIMENT INSTALLED,OPERATED,ANmMAImTmmEuoY-7nE TRAPS. + � CONTRACTOR. ALL CONSTRUCTION TRAFFIC IOXAL SHALL UTILIZE THIS CONSTRUCTION ENTRANCE' NO OTHER ENTRANCES TO BELVEDERE CIRCLE 5!f� /\ n�` m������� .SMALLBE UTILIZED OTHER ENTRANCES / `TO BELVEDERE CIRCLE SHALL BE BARRICADED� ��- _�� ~__� 00 75MP 61-1178A TO PREVENT UD FRO BEING TRACKED ONTO ' VA CANT RESIDENDYw- NMD / \ � � / . . 00 \ / / / / ( ` / ` / / / / � \ \ �uj / / / / \a- LLJ / / / / / / / \ \ \ ` / ' � / . . / / / . \ / / /' / / / \ \ \ } /uj / \ / \ \ / / . � / / / / \ \ \ if TS � \ � / / / / \ \ \ ' / � / \ i / / / / / \ \Lu UJ.\ \ ) \ \ \ � / / / \ ) \ \ \ / \ \ \ \ / \ \ \ \ \ / \ \ \ \ Lu / TMP Ov{o,yRB/�/�/+� 77�� // L/���NK/qL,�y�/ /f��/���/Y / / / ' �.._ / ' SE ENT TRAP�- �� / / / / / / / \ / ``` At LIMITS OF DISTURBANCE49 4.1p "C' BANCE L M_ITS 151 16 V� T � �4 kk 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. _ II 11 FLOW A TTA CH FIL TER FA BA TO STAKES OR POS7 EXTEND IT INTO TREI EXCA VA TED BACKFILLED COMPACTED TEMPORARY DIVERSION DIKE Compacted Soil Non-Erodable Liner 18" min. 1 <---Flow 4.5' min. SOURCE: VA. DSWC PLATE 3.09-1 2. STAPLE WIRE FENCING TO THE POSTS, J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. ?EN STAKE L POS* -TH = 5' MIN. SIL T FENCE s> (WI THOU T WIRE SUPPOR T.) NO SCALE SAL T FENCE (VN! Til WIRE SUPPOR T,) NO SCALE 1- STi 480 1 6' 0 0� 4j8� - I I ROCK WEIR OUTFALL L=31', W=11.2', D=2' SEDIMENT TRAP#i- I 1N-20' EXTENSION FABRIC AND WIRE INTO THE TRENCH. NON OF sF 2"x4" WOODEN FRAME . 41 I'll 482: 36661 12 583 466.0 {EXCAYATE6) /�/'�/` FILTER CLOTH -.6ROu D i N.. . _.. .._ _ ELEV. vvet storage: ; ,. _ . __.___. _ . , __..__,..__.,.._,-------- ._.__.._.. _ +sEE PutE ata-�, ctwRs>< acc:RECA?E ctAss i Riac1AP vroet storage required (L.y` t3 7*DAj 124.6, ?r,,= i Istone weir (it) 4790 - tos ra a ro ed this ele9 pv1d at vation c 8.( Y)- -I , dope of wet storage sides _.. 2:1 Ul 1 jweir 12 th (6xDA}'g d storage- bottom of trap elevation ft 477 dry } p d_rY.. storage ....... urred (cY)_(67 DA)_124.6; 'bottom trap dimensions 1_9. 'x79 _'_.._ crest of stone weir 481.0 'top of dam elevation dry storage provided at this evatron (cy)! 201.3 i;top width of dam ft s1opeoftop trap dimensions 39`x99' DROP INLET C`TA 1/C• AME ,A THER XCESS IT CORNERS ELEVA TION OF STAKE AND FABRIC ORIENTA TION SIL T FENCE �P DROP INLET PROTECTION NO SCALE / M"M i CH"' SIDE ELEVATION AGIOREGAW EASE GIMUND qtr WN. EX. CURB OR 2% 12' WN. Rl4f�+�1' 2%^«'� oWERW>ht MINIMUM wpm Iftv"s gem DESIGN WAER - a.1: MON is 40 PLAN — VIEW MUST DaW FULL WIM OF INGRESS AND EQRMS 4»TION SET HYDRANT SKM FROST 12' 1WN. PROOF HYDRANT X AMINE GRADE AND f OFF ElaeGE OF PAVE ENT. SEC11ON A—A NUTS: A MINUM WATO TRAP OF 1' IS RECIMED WnH A W*" WASH HOSE DIA, OF 1..r rS"'\ PAVW TW CMT &M 9 SWE Xis: \ 60, - --- -- -_ _-- _- — -- -- — ROCK WEIR OUTFALL. .L=30', W=4Y,zi=2' 'SEDIMENT TRAP #2 - — — — — 80 o -480 6 _ \4 _ ..... .... Table 16: Sediment Trap design (spec 3.13) I- Sediment Trap 2 Design wret s tora e drEli atle area (acres <3 2.21 trap Volumes . 148 1. CREST OF. STONE WEIR. elevation (ft), area (sol volume(c#j volume(cy)kxEi. 478; 1757; 0 0.0 476 2106 1 929 ` __ .._ ...._ _ . _.. f 71.4f__... oRY sroRnc� - __.. _._ ......_. VARIABLE" 4771 2480 4,2191 156 3r 2:1 478 2879 6 896{ 255 4; M 479' 3303' Y 9985! 369 8' wEr sroNncE 48Q 3752, 13 510 500 4, (occAv"rm)sLrai . .. erbvNG7tlAL GR9(f4i ELEV wret s tora e .____g _._ wet s torage required (cy) (67*DA) 148 1. *SEE PLATE; 3.,3-1. C9AR,SE AGGREGATE CLASS RFRAP -..- bottom of stone weir ft 4 7 7 0. wet storageprovided at this elevation(CO, 156.1 MEOW CY) slope of wet storage sides 2:1 AV M length (ft) A 13 3iweir . d rystora e: ALM _._ bottom of elevtion ft _ 1 475- dry storage required (Gy) (67*DA) i 14& 1 bottom trap dimensions: 30'x60' crest of stone weir 479 0 _ top of dam elevation (ft) ,.. 480; d storage provided at this elevation (c y) a9arp.. _ (Y) 5 width of dam (ft) 6'_ _ slope of dry storage sides .... _213 _. _ ._ 2:1 .top _ ;fop trap dimensions . _ -_ 50x80' TABLE 3.32--D SITE SPECIFIC SEEDING MIK11=8 FOP. PIEDMONT AREA Total 1.6& rAr re Lawn - Commercial or Residential 175-200 lbs. - Kentucky 31 or Turf -'Type Tall Fescue 95-IUO% - Improved Perennial R,yegrass 0-5% - Kentucky ]Bluegrass M% I-iighm-111laintenan+ a Lawn -250 lbs. Kentucky 31 or Turf -Type Tall Fescue IW% Qen rat Sloe le - Kentucky 31 Fescue 128 lbs. Red Top Grass 2 lbs. - Seasonal Nurse Crop` 150 lbs. JLML-Maintem=.r h - Kentucky 31 Fescue 108 lbs, - Red Top Grass 2 lbs. - Seasonal Nurse Crap 20 lbs. - Crownvetch 2D lbs. 1.50 lbs. Use seasonal nurse crop in accordance With seeding dates as stated below: February 16th through April . .. ................. Annual Rye May 1st through August 15th ..................... Foxtail Millet August 16th through October ...................... Annual Rye November through February 15t% ................... Winter Rye "* Substitute Ser cea lespedleza for Crownvetdh east of Farrnville, Va. (May through September use hulled Sericea# all ether periods, use unhulled Seri.cea). If Flatpea is used in lieu of Crownyetch, increase rate to 30 lbs./acre. All legume .seed *must be properly inoculated. Y Weeping. Lovegrass may be added to any slope or love -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in .mixes. SCOTT COLLINSZ o U No. 35791 ��SjONAIE��� MEOW CY) AV M ALM fs Uj o6 z F --4w F- �w z m� �z 0 Cf) z I LL ' ��' 0- z s o U co U C1) ° L � Uj F— ."` < 03 3 I L rn x Ar >H 0 Q W� L 0 ° 0 W LJJ �6 �u) F- Ce c •o Z) W t!) _+ z_ �V Ujw L w ° z ° �0 z w -p W z a Uj .j �J o T 2 � .p N P Q U W ° a� U ryO 0 I Q �(D E o Uj N L E �; U o m .10B N0, � c 112049 U > O N m o SCALE o NIA -6 0 a V o 0 0 SHEET N0. a ESC -5 � o NA"I Abb. Scientific Name Common Name Caliper Size Comments 10 -YR CANOPY: Total Quantity; Canopy CANOPY TREES L9 AS Acer saccharum 'L acy' E—egacy Sugar Maple 2 112" 214 3 642 FP Fraxinus nns ica Green Ash 21/2" z 672 5 1 3,360 PA Platanus acerifolia London Planetree 2 1/2 " 422 10 4,220 QP Quercus hellos Willow Oak 21/2" 419 11 4,609 UNDERSTORY TREES mUJI QL CV Chionanthus virginicus Fringetree 16'- 7' 125 3 375 CC Cercis canadensis Redbud i6'-7- 124 6 744 AG Amelanchier Grandiflora'Autumn Brilliance' Autumn Brilliace 8ewiceberry CNI 6:-7- 130 5 650 MV Magnolia virginiana Sweetbay Magnolia 6 - 7' 113 11 1,243 PY Prunus yedoensis Yoshino Che It 6' - T 99 7 693 EVERGREENS < �z z U ' MG Magnolia grandiflora'Little Gem' Little Gem Magnolia 1 16'- 8' 82 8 656 SHRUBS _ ..-.� LL z w ° 6 CA ICtethmalntfolia ISummersweetClethra 18" ht- 16"2093,344CS , U Comus sericea Red Twi Do wood 18" hl 72IV QLL � o U 0 tteavirginica'Henry'sGamet Hen sGametSweetspire 18" ht- 64MC F— Myricacerthca Wa-Wrtle18"-30" c) =3 hl44 0 .0 NOTES: 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONSOF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZELANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDS fiAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFI TIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. % CANOPY CALCULATIONS: Tr1TAi CITC ADCA• TOTAL PARKING LOT TREES REQL PARKING SPACES: 82 # TREES REQ'D (1/10) 8 # TREES PROVIDED: 10 INTERIOR- LANDSCAPING: - ---- i GN 'X )4 SF / ' CIP 10 SF / \ )2 SF �, - - - - i REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTSALL PIT DETAIL GUYING DETAIL CONSISTS t GUYS•SET 120• AROUND NT PIT ON •UPHIILV SDE ER TO TREE KING DETAIL PACT EXCAVATED SOIL FORM ROOTBALL PIT DOWNHILL SIDE OF TREE NCM EDGE AROUND RREE AREA TO BE O PIT •+:'...:• RTO TBALL CANOPY b% 0.03 i 1 263 SF %' 4\ _ ` l f �Y • (+ o : � _ 'a7 ' � / / / ••: j. `•: ROOTBALL • •'`" "r'" `�•., ': '.. 5,879 SF �` j y I i .� \:�?:,•.-.. . _ :,;:: /: \ROOTBALL ,I?'rte � \� H ( .��\ �•��- � /\ MISR, J NOTES NOTES: 1. SET TREE PLUMB PRtKN2 TO STAKING. 1. SET TREE PLUMB PRIOR TO STAKING ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND �u 2. SHAH BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. SHALL BE PERFORMED UNDER THE SUPERVISKIN OF THE LANDSCAPE AFICHNTECT / / (/ , l _ T ( 1 % 1 %� � l l I I (l l \. '�°�=\ \ \�\ � I ~ \ y✓ �' i SFS " ! � � \ ��--�'\ ", � �' �\, '' . _Ps �, a \ \ \ TREE PLANTING 2 TREE RANTING ON SLOPE r.... �.� ISECTION �.T.a ,� SECT*" 11111// / �`, Mill . tSET TREE PLUMB PRIOR TO STAKOM / if \ OF DEAD /00I f ' ( - ( % I I % f f 2 2 AND EF IS RESTRICTED AND SOHALL REMOVAL D UNDER BACKFILL TO TERMINATE / ! 1 THE SUPERVISION OF THE LANDSCAPE ARCHITECT. AT TOP OUTSIDE LIMITS OF 9 P �Ps \ \ \ \ \ — \ ROOTBALL REFER TO TREE Q \ / 3. 00 NOT ALLOW AIN POCKETS TO FORM WHILE BACKFILLING. STAKING DETAIL // \ \ \ \ C �/1 \ \./ (� „�, ADD MULCH OVERTOP OF C IMMEDIATELY SOAK PLANT WITH WATER. LIMITS.AT PLANTINGPIT 5. SEE IRRIGATION PLANS/DETAILSTSPECMATIONS AS THEY THAN 1" DEPTH AT Tt�C AND RELATE TO TINS INSTALLATION. TAPERING UP TO A DEPTH OF / % / _ ( / ; / % I / /) I ( / 'l ` ,' \ \ \� \ • \ \ \ \ 3' AT APER TO PIT POSED THEN TAPER rIS PROPOSED / l l l l ( % tl �' (! ( (1 I I % / / % I l f � \ � E / / � \\ � � --- - ; :-.. \ � '• \ �\ ;)\ ' FINISHED GRADE r As \I� \� (ASS SPECIFIED \ � 4 % _ DRAWINGS) TRENCH EDGE AROUND •a- +�) \ '" ` \' %- ' MEN�14 cHEDAREA TO BE ROOTBALL 1P \ \ \\ \ \` / BACKFILL WITH CULTIVATED. i \ �. CUT AWAY ALL WIC BASKETS ` , oRlcrAl SON•' FROM PLANT a / � \ ' 13 I Y 1 4 MV ' ! \` ' AND/OR NOWBKIDEGRADABLf ` a PIT EXCAVATION LOOSE. 1 \ , \ \ \ \ \ ;" ROOTBALL WRAPPING AFTER //� EXCAVATED MATERIA. IS NOT I ( \ \ I \ )) FINAL TREE PLACEMENT. ACCEPTABLE SUBSTITUTE LOOSE. BLE T OPS WITH M� \� \ B O 13E UN T6 FAFROMM TRS r \ T AND CUT AWAY TO A POINT SPECIFICATIONS. COMPACT SACT j F\ / \ \ \ �� \ \ \ / ; AT LEAST 1/2 DISTANCE DOWN \ 8 % \ 1 r`.•i. ti •: ,�:;•: BACKFILLTERIN LATS BY FOOT. c ,-' RooTBALL. DEPTNt TIiRDUGHi.r AT v2 i I _. ROOT$ALL 1 C \ `) / * :=T� :': SCARIFY BASE OF PLANT PIT f / ( , L WHEN EXCAVATING PIT. BREAK RETURN AND COMPACT LOOSE \• /\ \) THROUGH AND LOOSEN ALL X-1i EXCAVATED MATERIAL TO In IFHARDPAN (FMOYE AS PLANT PIT TO ESTABLISHED 1% \ , NECESSARY TO FACEITATE �6 \/`/\ DRAINAGE) PROPER DEPTH PRIOR TO \_a� � ---, ' •: �` \ 1 .° a \' PLANT PLACEMENT 1_ NOTES- REFER OTES: , -- 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SON. CHARACTERISTICS ARE NOT 7 IT- - - —� 1 As \ 1 REt RTO ROOTBALL PIT AGREEABLE TO THESE PLANTING CRITERIA OR -WHERE CONDITIONS -RAISE CONCERNS -IN 1' % i . ( \ / _ - -- • \ � -` 1 �i ,\ x DETAIL TERMS OF PLANT SURVIVABILITY OR WARRANTY. Icy _ _ ` ` 1AG\ , _ - - - \ / \i 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, / �P\ J I / 6 \ / / ' ' - y` 3 -CS 1 FP _ � \ i ' OR 1Nt�RED DURING, PLANTING PROCESS. 1 I i I , ' I ; I I I \ \ 1 rl ~ �`` � • j I AS \ — \ \ ' s SHRUB PLANTING r.e. s ROOTBALL PIT Hill, , \ \ �° SECTION I0LT.B t I i , + I / �, 12 R3EC1 k7N NIT.$ 1 I I 14 llk.*,� -` ( 1 Y 1-�� / ICG \ \ l' / landscape/ No f / / x cY � 1 i \ � -� \ �; -� �4 �Y �� / l ! 1 1 i � r 1 AS CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED / _ 1 I I I � f I l , � � ( � � I ' � .� �_-____ •`!`__ _ � � � �, � ,,` J `',e .. -- �\ �- >, =.- TO REMAIN OUTSIDE OMITS OF CONSTRUCTION, PROPERTY UNE SERVES AS OMITS OF CONSTRUCTION. / /�7 N0 CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR R WITHIN DRIPUNE OF EXISTING TREES. _ ''•� `= ` $ YJ \ PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE 1 / i A E ARCH TECT (LA) TO DISCUSS 6 CA _ ! _ �: A: •' ` \ �, \' ? ' ` ;, ? TREE PROTECTION EFFORTS. All TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/+ I _ \.: 1 FP AG OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON-SITE. 'CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE � 16 GA \ \ \ '.; ' --• .:'' C • %' -- - -- ARBORIST IF ANY OCCUR. / j l I i I I f t I I l C�� N \ \ - - - - i - f -� - - ,� \� CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48 -HOURS IN ADVANCE f , i- ( I 1cc / _1�1—_r, OF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE -- 111 I , I I ( 1 y I \ \ - - 1.q - - / / PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL 0 �� r I \ \t r , : , . :.: ... _ ... - .. :..., .. , .. ' .- : -.. _ ..::..., .. - - � --% � �: - - - - `" - - \ , \ . , - L CATION ONCE WORK HAS BEEN I / 1 \ _ `�_ ,COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPUNE OF EXISTING TREES UNLESS APPROVE TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPUNE OF ANY EXISTING TREE ��ttv \ OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE 1 My 1 My I My 1 A __�- •\ `\ \ ! WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADIN SMA REAS ff fI f l l f I i a\ _ I 1 MY _ I- 1 A -- -- _ x CC G_- �'\ \ i\ $' I G LL A \ I 1 _ j. >' s cs. WITHIN THE DRIPUNE SHALL BE DONE BY HAND, LARGER AREAS TO BE GRADED MAY BE DONE WITH \ 4 A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH I + ( I I I I I \ \ I I ? '^ 2 vJ y — �'._— y >\ , \ \ ..\, \ \ - - S 9 i 0 t rLA�NDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN j\� ` _ DESIGNATED TREE PROTEC11ON AREAS OR WITHIN EXISTING DRIPLINES. - - ALLL PLANTS HAVING A QUANTITY GREATER THAN ONE(l) SHALL BE MATCHED AND SUPPLIED FROM �\•:\ THE SAME SOURCE (PER SPECIES) 1 I i \ � ACT LANDSCAPE ARCHITECT AT THE TIME i I r i , - .- ;. .-t: ��. :-.: - .::: -,` •;.` ,. :-;> ,: . � .. ,, ,__ _ i Vis. \ OF PLANT MATERIAL DELIVERY BEFORE ANY d \ . \ \' ! SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE AND FOLLOWING / \ , \\ \ INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. zoo_ LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE AU_ PLANT MATERIAL AT TIME OF DELIVERY _ - - _I __ ___ r'\ * -' -* - -- - /'AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE / I —' — } - !�ARCHITECT 48 -HOURS PRIOR TO DELIVERY. • a_ 40 — I- -- - - - - - _ - '1 ! I 3 • \ { � 1 - _ - _ - _ _ -_._.� = � ) + --,__ ^_- _ I _ _ ---, _ _ • / 4 � , t-PA - -I- y ° -}- � °PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. i l E I - I — - J � - - I I l -R t I 7 , 1 \ I -{{ � .. •. __ � �( , , N PLANTERS AND PLANTING BEDS TO BE CLEAN £AND FREE FROM PEST AND DISEASES. ' I a — / r Yui 1 \ � :MULCH SHALL B - I -1 � E APPLIED TO 2 I P \ .. � NCH DEPTH. MULCH RINGS 24- 1 i l \ i INCHES MIN. N DIAMETER ARE l - I \' _ e TO E PLACED AROUND ALL TREES � r E NOT LOCATED IN PLANTA '(-- — _� NG BEDS. MULCH TO BE DOUBLE- y j f. J _ SHREDD 1 1f 4 . w EDHAR w _ t d ( � _ DWOOD / W --- / ....\ ... -... .., a _:..... _ V , Pf ---- A! ' k . I' I - �: --ter- r - - �' . .. - - - _ CONTRACTOR . TOR TO rr VERIFY ALL QUANTITIES BETWEEN PLAN AND / 1 N PLANT UST AND REPORT ANY I l_ c I _ __ - Z -- - -- _ -- (I '` �:� —__� �. � :� .. -- - �-:. --� _DI:SCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY ,--,�--- - - _ - ----- R ! _— - - --------- =�-=--�= ;i �. -� .� �--- � � �-. HELY PRIOR TO ORDERING. ---_-, — Ll STREET TREES WITHIN THE PUBIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS i i I T ASSOCIATION.-- 00kTM I V OFA SCOTT . COLLINS'Z ,U N 35791 1• Iclv'1041 sIONAL E� I�- L9 LL! z 0) O N z Z mUJI QL ce U) z v z Z�z Uj w(3) CNI F_ o z Uj a® z U) d It ; ¢ ) , < �z z U ' M s ' Uj 1 � I _ ..-.� LL z w ° 6 � , U QLL � o U 0 L9 ce �I L9 z 0) N Z R Uj w(3) CNI F_ o z N �w z oz ! w ° �z wJ z s ' _ ..-.� LL z w ° 6 � QLL � o U 0 L9 o v F— z c) =3 0 .0 Cl. z U Q Iz X U U N ° L i^\ L.l CLv � 0 0 � 0 Z v - 0 0 -a- o LL!E Ul ."'"�.' ° a D LU U i z F. ° z w z U O z '�, Ld w -o ■� U) a z � o > 0 �o v U R O L L Q N Q5 C > O — U � o U *' X � v v °E 0 0 �o L o d 0 s c