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HomeMy WebLinkAbout3424_AbbeyGreen_SitePlan_DIN25669_20160414SS > > S S > > S S > > SS > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > SS > > S S > > S S > > SS > > SS > > 19 S p a c e s 4 S p a c e s 15 ' W D r a i n a g e S w a l e 40'W Dra i n a g e a n d S e d i m e n t S w a l e 30' S t r e a m B u f f e r 30' Stream Buffer NORTH SITE 10 ' M i n T y p e I B u f f e r 30 ' P R I V A T E A C C E S S DB 2 2 4 6 , P G 2 6 4 6 EX I S T I N G 2 0 ' P A V E D R O A D 15' Undisturbed Buffe r 15' U n d i s t u r b e d B u f f e r Existing Pipe d S t r e a m Sp o t t e r 15.0' S C A L E SCALE 1 2 . 0 W x 6 2 ' - 8 " L Elev: 79 6 . 0 ' 12.0' B y - P a s s D r i v e Hau l R o a d f o r C a n s 12.0' W B y - P a s s D r i v e Access for LCID Rock Outcr o p p i n g H a u l R o a d fo r C a n s SCALE H O U S E 50' S e t b a c k f o r W a s t e (Req u i r e d b y S t a t e r e g ' s ) Grav e l V e r g e 4'x2 ' V e r g e l e a d i n g t o gras s e d s w a l e Sedimen t a n d D r a i n a g e C u r b (4' outle t s e v e r y 3 0 ' ) Grassed S t r i p f r o m C u r b to Swal e 78.0'22.3' 155.0' 105.0' 60. 7 ' 3 6 . 0 ' 45.0' 15 0 . 0 ' 75.0' 1 Spa c e 50' S e t b a c k f o r W a s t e (Re q u i r e d b y S t a t e r e g ' s ) 50' Setback f o r W a s t e (Required b y S t a t e r e g ' s ) Existing LCID PBR 06-25Portion in use. 35,219 SF0.809 ±Ac. Existing LCID PBR 06-25Portion NOT in use. 51,506 SF1.189 ±Ac. N88°08'36"W310.97'N87°51'00"W193.41' S46° 3 6 ' 0 8 " W 288.1 6 ' Arc: 1 1 1 . 5 7 ' , R: 2 4 5 . 0 0 ' S33° 2 8 ' 2 8 " W , CH: 1 1 0 . 6 1 ' L1 L2 L3 L5 L6 L7 L8 L 9 L 1 0 L 1 1 L12 L13 L14 L15 S 2 7 ° 4 1 ' 2 8 " E 1 7 1 . 2 1 ' S4 4 ° 1 9 ' 4 6 " E 21 6 . 0 7 ' L4 L18 L19 S75°12'58"W 228.21' S66°22' 4 9 " W 195.20' S50° 0 0 ' 0 0 " W 365. 9 0 ' S11°5 8 ' 5 3 " W 84.53' S16°03 ' 2 8 " W 75.49' N32 ° 4 6 ' 1 9 " E 216 . 8 3 ' N4 5 ° 1 8 ' 5 0 " W 28 0 . 0 0 ' N2 ° 3 7 ' 3 0 " E 21 0 . 0 0 ' S87°22'30"E 940.57' N83°23'16"W 371.99' S88°08'36"E 385.94' N0 ° 3 5 ' 5 7 " E 14 9 . 4 6 ' Arc: 142.63', R: 1089.99' S11°53'43"W, CH: 142.53' Arc: 85. 2 9 ' , R: 185.0 0 ' N13°48' 2 4 " E , CH: 84.5 3 ' L16 L17 SOUTH SITE MAIN SITE 25 7 . 3 ' Bldg FF E : 7 9 7 . 2 5 ' 15' Min Type IV Buffer 10' Min Type I Buffer 10' Min Type I Buffer 10' M i n T y p e I B u f f e r 10 ' M i n T y p e I B u f f e r 790 780 770 770 770 760 7 5 0 80 0 81 0 820 820 810 800 790 7 8 0 770 760 750 820 810 800 790 780 790 780 770 760 760 770 7 9 0 8 1 0 820 80 0 40.0' M i n . PIN 6833-52-5646.00Block Lot 2711 008B Owner Total Distribution Services In Deed Date 4/14/1992 Zoning GI PIN 6833-43-5224.00 Block Lot 2711 007P Owner Hans Holdings LLC Deed BkPg 3260-2414 Zoning GI PIN 6833-53-5199.00 Block Lot 2711 007VOwner Republic Services Of NC LLC Deed Bk-Pg 2246-2646 Zoning GI PIN 6833-62-5631.00 Block Lot 2719 105A Owner Corn Products Internat Inc Deed Bk-Pg 1981-3233 Zoning GI PIN 6833-53-6932.00 Block Lot 2368 391 Additional Lots 387, 395, 383Owner: Vernon, Mike A Deed BkPg 3102-2816ZONINGS RS9 W W W W W W W W W W W Existing 30' Water Easement PIN 6833-51-1695.00 Block Lot 2707 201Additional Lots 107, 039A Owner: 2M Associates LlcDeed BkPg 3070-1308ZONINGS GI 50' Setback for Waste(Required by State reg's) LEASED SITE 15' Min Type IV Buffer 810 800 790 780 770 760 820 830 840 Parcel Line Table Line # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L15 L16 L17 L18 Length 31.87' 39.48' 90.41' 56.80' 80.26' 61.45' 63.01' 55.10' 58.87' 137.60' 78.86' 68.89' 116.77' 76.70' 79.04' 79.04' 50.00' 42.72' 92.07' Direction N2° 17' 06"W N10° 27' 56"E N33° 34' 39"E N35° 21' 40"E N41° 42' 12"E N44° 23' 46"E N37° 06' 41"E N1° 31' 35"W N13° 52' 11"W N34° 00' 06"W N23° 03' 05"W N51° 12' 32"E N74° 03' 28"E N42° 14' 21"E N81° 52' 54"E N81° 52' 54"E S73° 00' 17"E S73° 00' 17"E N73° 27' 22"E S46° 3 1 ' 1 7 " W 166. 8 4 ' 50' S e t b a c k f o r W a s t e (R e q u i r e d b y S t a t e r e g ' s ) SEAL: □ Preliminary for Review Only; Not for Construction □ Final for Approval; Not for Construction □ Approved and Released for Construction on: PROJECT: LOCATION MAP (NOT TO SCALE) SHEET NO: SCALE: NC Grid - NAD83 (2011) 40 200 40 80 160 1" = 80' X SHEET TITLE: CLIENT / PREPARED FOR: ABBEY GREEN, INC.C/O Randall Baker 5030 Overdale Rd Winston Salem, NC 27107 Ofc. No.: 336-785-2130 Fax No.: 336-785-2826Email: rbaker@abbeygreen.com OVERALL SITE PLAN SP-1 IMPORTANT NOTES: 1. NOT A BOUNDARY SURVEY. This is a revised site plan. 2. This map is a compilation of information from deeds, county tax information, structures and topographic information furnished by the Forsyth County GIS and existing conditions captured on site. 3. All utilities indicated are provided from Forsyth County GIS and Utilities Administration files. Manholes and water infrastructure on ground have been field located. 4. No work may be performed inside the 30' stream buffer until Corp of Engineers permitting and City of WS buffer variance is issued. 5. This site is currently located in Muddy Creek/Yadkin-Pee Dee watershed. 6. Site is currently NOT located in a FEMA designated flood area. 7. Existing LCID to be used outside of graded area only. 8. The sorting line and area near the sorting line hopper shall be covered by roof system or other fixed canopy structures to prevent rainwater from contacting materials being processed. © Beeson & Carter, P.A. 02.19.2015 DRAWN BY: TBC/ATC JOB NO.: 08100.051 REVISIONS: 50 3 0 O V E R D A L E R O A D Co n s t r u c t i o n a n d D e m o l i t i o n W a s t e R e c y c l i n g a n d T r a n s f e r Wi n s t o n S a l e m , N C PI N # : 6 8 3 3 - 5 3 - 3 5 8 5 . 0 0 , 6 8 3 3 - 5 2 - 1 8 2 6 . 0 0 , 6 8 3 3 - 4 2 - 9 5 0 5 . 0 0 a n d 6 8 3 3 - 5 2 - 3 2 6 9 . 0 0 Corp. #: C-4017 Symbol Legend Pt. Point (As Shown) I.P.S. Iron Pin Set (3/4" conduit) E.I.P. Existing Iron Pin (As Shown) Stone (Found) NCDOT Monument/Disc Utility Pole Fire Hydrant Water Valve Control Corner FG Flush with ground AG x.xx' Above ground(Distance in ft.) UG x.xx' Underground(Distance in ft.) Sanitary Sewer Manhole Electrical Pedestal Wetlands Specimen Tree (symbols vary) Telephone Pedestal Electrical Transformer Box CC FG AG UG S E Line Legend Public Water Line Public Sanitary Sewer Line Underground Electric Line Underground Gas Line Drainage Limits Fence Ditchline Wetlands Boundary Stream or Creek Buffer W SS>> GAS DL >> P INFRASTRUCTURE DENSITY CALCULATIONS (if applicable) (_____________Acres/Unit or Acres/Lot) Density: __________Units/Acre or Lots/Acre Number of Units or Lots: _______Units/Lots ________Public ________Private ________Public ________Private ________Public ________Private Streets: Sewer: Water: Type Required: ____________________ Adjoining Zoning: __________________ Width Provided: ____________________ Fence Option: _______Yes _______No BUFFERYARDS (if applicable) Size: ________ft. x ________ft. Load/Unload Spaces Provided: _________ Req'd Load/Unload Spaces: ___________ OFF-STREET LOADING (if applicable) Total Acreage: ______________Acres. Site Coverages: Building to Land ______________% Pavement to Land: ____________% Open Space: _________________% (Total = 100%) Building Sq. Footage (Max.): ______Sq. Ft. Building Height: _________(Ft. or Stories) SITE SIZE AND COVERAGES Parking Provided: ____________Spaces. Proposed Uses: ___________________ Parking Calc.: ________ Spaces/______ Required Parking: ____________Spaces. OFF-STREET PARKING Existing Zoning: __________________ Proposed Zoning:__________________ Type of Review Requested: ___________ ZONING GI GI Jurisdiction: ______________________ Inspections City of Winston Salem 10.227± 0.9 21.0 78.1 12,000 40 ft. X X X Services A/B (Recycling) 1 Emp + 2 Spaces 29 32 GI and RS9 Type IV Min. 15' X SITE Overda l e R d . South F o r k M u d d y C r e e k U . S . H w y N o . 5 2 Ma i n S t r e e t Clemmonsville Rd. So u t h d a l e A v e . 2.19.15 Overall update for permit review Parking Typical Parking Stop Detail 2.27.15 Revise Processing Area Legend 2.19.2016 Revise Processing Area Legend S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > S S > > SS > > SS > > SS > > SS > > SS > > 19 S p a c e s 4 S p a c e s 15 ' W D r a i n a g e S w a l e 40'W D r a i n a g e a n d S e d i m e n t S w a l e 30' S t r e a m B u f f e r 30' Stream Buffer 30 ' P R I V A T E A C C E S S D B 2 2 4 6 , P G 2 6 4 6 E X I S T I N G 2 0 ' P A V E D R O A D 15' Undisturbed Bu f f e r 15' U n d i s t u r b e d B u f f e r Existing Pip e d S t r e a m Sp o t t e r 15.0' S C A L E SCALE 1 2 . 0 W x 6 2 ' - 8 " L Elev: 7 9 6 . 0 ' 12.0' B y - P a s s D r i v e Hau l R o a d f o r C a n s 12.0' W B y - P a s s D r i v e Access for LC I D Rock Outc r o p p i n g H a u l R o a d fo r C a n s SCALE H O U S E 50' S e t b a c k f o r W a s t e (Req u i r e d b y S t a t e r e g ' s ) Gra v e l V e r g e 4'x2 ' V e r g e l e a d i n g t o gras s e d s w a l e Sedime n t a n d D r a i n a g e C u r b (4' out l e t s e v e r y 3 0 ' ) Grassed S t r i p f r o m C u r b to Swa l e 78.0'22.3' 155.0' 105.0' 60 . 7 ' 3 6 . 0 ' 45.0' 15 0 . 0 ' 75.0' 1 Sp a c e 50' S e t b a c k f o r W a s t e (Re q u i r e d b y S t a t e r e g ' s ) 50' Setbac k f o r W a s t e (Required b y S t a t e r e g ' s ) 5 0 ' S e t b a c k f o r W a s t e ( R e q u i r e d b y S t a t e r e g ' s ) Existing LCID PBR 06-25Portion in use. 35,219 SF0.809 ±Ac. Existing LCIDPBR 06-25 Portion NOT in use.51,506 SF 1.189 ±Ac. N88°08'36"W310.97' N87°51'00"W193.41' S46° 3 6 ' 0 8 " W 288.1 6 ' Arc: 1 1 1 . 5 7 ' , R: 2 4 5 . 0 0 ' S33° 2 8 ' 2 8 " W , CH: 1 1 0 . 6 1 ' L1 L2 L3 L5 L6 L7 L8 L 9 L 1 0 L 1 1 L12 L13 L14 L15 S 2 7 ° 4 1 ' 2 8 " E 1 7 1 . 2 1 ' S 4 4 ° 1 9 ' 4 6 " E 21 6 . 0 7 ' L4 L18 L19 S75°12'58"W 228.21' S88°08'36"E 385.94' Arc: 85. 2 9 ' , R: 185.0 0 ' N13°48' 2 4 " E , CH: 84. 5 3 ' L16 L17 MAIN SITE 25 7 . 3 ' Bldg F F E : 7 9 7 . 2 5 ' 10' Min Type I Buffer 790 780 770 770 770 760 7 5 0 80 0 81 0 820 820 810 7 8 0 770 760 750 790 780 770 7 9 0 8 1 0 820 80 0 40.0' M i n . PIN 6833-52-5646.00 Block Lot 2711 008B Owner Total Distribution Services In Deed Date 4/14/1992 Zoning GI PIN 6833-53-5199.00 Block Lot 2711 007V Owner Republic Services Of NC LLC Deed Bk-Pg 2246-2646 Zoning GI 50' Setback for Waste (Required by State reg's) S46° 3 1 ' 1 7 " W 166. 8 4 ' SEAL: □ Preliminary for Review Only; Not for Construction □ Final for Approval; Not for Construction □ Approved and Released for Construction on: PROJECT: SHEET NO: SCALE: NC Grid - NAD83 (2011) 20 100 20 40 80 1" = 40' X SHEET TITLE: CLIENT / PREPARED FOR: ABBEY GREEN, INC.C/O Randall Baker 5030 Overdale Rd Winston Salem, NC 27107 Ofc. No.: 336-785-2130 Fax No.: 336-785-2826Email: rbaker@abbeygreen.com MAIN SITE DETAIL PLAN SP-1.1 IMPORTANT NOTES: 1. NOT A BOUNDARY SURVEY. This is a revised site plan. 2. This map is a compilation of information from deeds, county tax information, structures and topographic information furnished by the Forsyth County GIS and existing conditions captured on site. 3. All utilities indicated are provided from Forsyth County GIS and Utilities Administration files. Manholes and water infrastructure on ground have been field located. 4. No work may be performed inside the 30' stream buffer until Corp of Engineers permitting and City of WS buffer variance is issued. 5. This site is currently located in Muddy Creek/Yadkin-Pee Dee watershed. 6. Site is currently NOT located in a FEMA designated flood area. 7. Existing LCID to be used outside of graded area only. 8. The sorting line and area near the sorting line hopper shall be covered by roof system or other fixed canopy structures to prevent rainwater from contacting materials being processed. © Beeson & Carter, P.A. 02.19.2015 DRAWN BY: TBC/ATC JOB NO.: 08100.051 REVISIONS: 50 3 0 O V E R D A L E R O A D Co n s t r u c t i o n a n d D e m o l i t i o n W a s t e R e c y c l i n g a n d T r a n s f e r Wi n s t o n S a l e m , N C PI N # : 6 8 3 3 - 5 3 - 3 5 8 5 . 0 0 , 6 8 3 3 - 5 2 - 1 8 2 6 . 0 0 , 6 8 3 3 - 4 2 - 9 5 0 5 . 0 0 a n d 6 8 3 3 - 5 2 - 3 2 6 9 . 0 0 Corp. #: C-4017 2.19.15 Overall update for permit review 2.27.15 Revised proposed pole barn/shed area 2.19.16 Revised Sht SP-1