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HomeMy WebLinkAbout068-98 Rite Aid (additional paving) - Gainesboro - Backfile/ /;" / 43-A-63 LENDIR CITY COMPANY OF 1/IRGINiA ZONED: RA r,�/ / USE: VACANT- /^ lit IN 71? � / I r,^�. 71 / \ r- r! FUTURE WAREHOUSE ADDITIO / f I 1 STORY, HGHTL: 32.0' AREA: 45,264 Sq. Ft. / \ F.F. 711.25 ,Atie 712 ( o -T----- I 711 MATCH EX. EOP "10c \ HEAVY PVMT. SECTION O '-' 120,00' 708 �\ \ \ \ ` _.._FX CC?INCRETE DOLL." PAC 707 \ 1?Aii ER S T()RAGE A�?EP 2�g2 ♦ \ \ \ cos\- ♦ EXTRA STRENGTH FILTER FABRIC 706 NEEDED WITHOUT WIRE MESH SUPPORT 0SF \ GENERAL NOTES 1. The property delineated oil this plan is located on Route 661, Welltown Pike in the Gainesboro Magisterial Ir EX i` F a. `iGN-"'• t i District in the Count of Frederick, Virginia. The owner of the property proposes to construct additional LX. Y 9 p p Y P p HFA.., ,:'V'l SECIlGi' ' E/. FH A�SY I ! pavement in the truck parking area to facilitate the movement of tractor -trailers. The pavement will be place in �\ }.E. �z) Ou.Al�es cX. 50 to ° two areas. The total avement area is a roximatel 12,800 square feet. ccN�Rr_ iE lll` / cH 4o PVC 0 1.J0 P pP Y q DRs VF_ ; , _r. _ 1_, I 2. Property Owner/Developer a� SDEWAL�� r Rite Aid Corporation Contact: Mr, Al Norton 30 Hunter Lane Camp Hill, PA 17011 Telephone: 717-761-2633 d i CON`..;RF_jrr >HIPF;fJ DOCK .� °. .� ' -- r a •> _���_, _.-1� -� .� 3. Engineer: n t a a s a °EK PAINTER-LEWiS, P.L.C. Contact: Mr. John Lewis _�. 302 South Braddock Street , Suite 200 Winchester, Virginia 22601 Telephone: (540) 662-5792 I I L _ J 5. Property boundary information shown on these plans was provided by Ritchie Surveys, Inc,. The job benchmark is the finished floor elevation of the building: 711.25. 6. Site Data: Parcel Area: 30.00 acres (1,306,800 SF) `j�3x Zoning: M-1, Light industrial District r - • Use: Manufacturing/Warehouse/Distribution with Accessory Office 4r�r;�1%yo7 Front Yard Setback: Required - 75' Provided - 75'+ �1�11��''O m Rear Yard Setback: Required - 25; Provided - 75'+,I��'®�Ng, Side Yard Setback: Required - 25 Provided - 25'+ k Maximum Building Height. Allowed - 60' Proposed - 32'+/- Maximum FAR: Allowed - 1.0 Proposed Total Floor Area = 229,321 SF = 0.175 Minimum Landscape Area: Required - 25% Provided - 66°/© >L"E`�" Proposed Building/Pavement Area = 457,800 +/- SF Landscape/lawn/storm water areas = 849,000 +/- SF EXISTING MANUFACTURING/WAREHOUSE 7. Parking Lot Requirements: Side Property Line Setback: Required - 5' Provided - 5'+- 1 STORY, HGHT.: 32.0' ROW Line Setback: Required - 25' Provided - 25'+- AREA: 151,613.4 Sq. Ft. F.F. - 711.25 8. Parking space Requirements: Proposed Warehouse Required - 1 per employee on maximum shift Maximum employee shift = 60 = 60 spaces Total Required - 60 spaces Provided - 73 regular spaces including 5 Accessible Spaces per ADA Loading Space Requirements. Proposed Warehouse - 219,509 SF Required - 1 per 40,000 square feet = 6 spaces Provided - 24 @ 12' x 45' along perimeter of loading area Please note that no striping is proposed for the loading areas. The area is dedicated to loading only. • o o � o EROSION AND SILTATION CONTROL NARRATIVE 1 Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control Handbook. CONSTRUCTION NOTES 1. The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be responsible for determining the exact location of all utilities before commencing work and for any damages which occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the facility and assure the continuance of service. Call "MISS UTILITY" at 1-800-257-7777 at least two days before performing any excavation 2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one I copy of approved plans and revisions shall be kept on -site at all times. 3. Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for on the plans. i .y4'I x 4 Controlled Fills: r �X PIV A. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as designated on the plans - ° - E a 7o� B. Controlled fills shall be compacted to 95% density as determined by methods per standard proctor ASTM D 698. Density shall be verified by a qualified soils engineer. ! -- C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the existing ground surface, unless otherwise approved in writing by a qualified soils engineer. i D. The surfaces directly beneath areas to receive controlled fill are to he cleared, grubbed, and stripped of topsoil. The area is then to be scarified and compacted to a depth of 6 inches to the sarne density as the controlled fill to be placed thereon. E Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, woody o vegetation, oversized stones, rocks, sandy soil, or other objectionable material. AS tX 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. Ilk 6. All radii indicate edge of gravel, edge of pavement or face of cunt as applicable. MATCH EX. EOP � 7. Fire lanes shall be delineated as directed by the Frederick Courtly Fire Marshal. o \ID 8. All site and building fighting shall be installed to avoid spill -over onto adjoining properties. + _ 707 STEEL OR 43-19-24 WOOD POST \ \ WAL TER S. &BETTY A. WILSON W ZONED: M -1 �' \ / _ yr. \ W USE: INDUSTRIAL °sue �� x -� X x \ x -�- _ 10 FT MAX SPACING WITH WIRE SUPPORT FENCE II I I-1 11- I -III -I '/ WIRE FT SUPPORTC ENCEING THOUT STEEL OR FiLTER FABRIC WOoOD POST / ATTACH SECURELY 35' HIGH MAX TO UPSTREAM r SIDE OF POST. RUNOFF 1Ai RUNOFF COMMEN (REDED) , STORAGE HT. r III I C I -I � t�u 12" MIN. -' I 12" M '4.6" TRENCH WITH COMPACT � a GRAVEL I CKI _I, I - STANDARD DETAIL TRENCH WITH NATIVE BACKFILL NOTE 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. A I Tc M A I /A TC' rl C T A I I TRENCH VNITH GRAVEL SILT FENCE CONCRETE SLAB DETAIL (for dolly pads) NOT TO SCALE PER PLANS 6" VDOT NO. 57 STONE (3000 PSI) 8" CONCRETE (2) 6 X 6-6/6 WWF(1.5" MIN CLEAR) - \ JLAP ♦ \ \ 43-19-39 ` \\ ROADWAY EXPRESS, INC. M- I _> \ \ ZONED: USE: INDUSTRIAL \ \ \ EX SA N MH 702.92 EX. 12 0 WATERVVf' N 68 *52'41 " W 1131. 59' /NV O(\ & GV BLOW OFF ON SITE HEAVY PAVEMENT DETAIL - - NOT TO SCALE �-"•� HEAVY 1.5" SM-2A 2.5" BM-2 8" 21-8 ;' - -_ 40 COMPACTED SUBGRADE - I 1 LM 0 Scale 1" al = 40 ft 120 Q Z_ O � z O O a- ~ W O N W IW J r•-- F- Z Z C a� C- C \ O pf Z V O � oa G LAJ U W O ry CL �I 1 U CD = V• w d m V N Y LaJ Z U ce. CD 0 LaJ CE LA_ o O O N r •� CR N Q) � Q) Cn N N CO p cD 0 � �t- O Ln 0 0 m C 0 a� Cn o E 0 U am N U N c� nna L� o � TH '�� it � r/JOHNC. LEWIS No 21521 �o -�SSI ONAL �Gti DATE: SURVEY: 03NOV98 RITCHIE SCALE: DRAWN: 1 "=40' PLC C. I.: JOB NO.: 1' 9609001 DWG: SHEET: ADD-SP 1 /1 GENERAL NOTES 1. The property delineated on this plan is located on Route 661, Welltown Pike in the Gainesboro Magisterial District in the County of Frederick, Virginia. The owner of the property proposes to construct additional so' 1.»"o pavement in the truck parking area to facilitate the movement of tractor -trailers. The pavement will be place in h 40, PVC 0 1,0_ two areas. The total pavement area is approximately 12,800 square feet. N 43—A-63 �A_•_ _. ' .__ __ _ _ __?gip__. _ _.._ _ _. _,.._. a _ _ _ -r COMPANY OF VlRGINIA ; �o ONCREAE SHIPPING DOCK ,A ; " t-j- J l LENOIR CITy / / / _ _ ZONED: RA /^� �Q�in�. i 'gyp any,—i a a USE: VACANT t; /-------- -- �>> L_J 5. _ _ _ .___ 712- . 6. 71 / / i V ( 7. EXISTING MANUFACTURING/WAREHOUSE ASSY.�i 1 STORY, HGHT.: 32.0' / /�_X, ,rz, Br1LtaR')S . AREA: 151,613.4 Sq. Ft. a Property Owner/Developer: Rite Aid Corporation Contact: Mr. Al Norton 30 Hunter Lane Camp Hill, PA 17011 Telephone: 717-761-2633 Engineer: PAINTER-LEWIS, P.L.C. Contact: Mr. John Lewis 302 South Braddock Street , Suite 200 Winchester, Virginia 22601 Telephone: (540) 662-5792 Property boundary information shown on these plans was provided by Ritchie Surveys, Inc. The jot) benchmark is the finished floor elevation of the building: 711.25. Site Data Parcel Area: 30.00 acres (1,306,800 SF) Zoning- M-1, Light Industrial District Use: Manufacturing/Warehouse/Distribution with Accessory Office Front Yard Setback: Required - 75' Provided - 75'+ Rear Yard Setback Required - 25' Provided - 75'+ Side Yard Setback: Required - 25' Provided - 25'+ Maximum Building Height. Allowed - 60' Proposed - 32'+/- Maximum FAR: Allowed - 1.0 Proposed Total Floor Area = 229,321 SF = 0 175 Minimum Landscape Area. Required - 25% Provided - 66% Proposed Building/Pavement Area = 457,800 +/- SF Landscape/lawn/storm water areas = 849,000 +/- SF Parking Lot Requirements: Side Property Line Setback: ROW Line Setback: Parking Space Requirements: Required - 5' Provided - 5'+- Required - 25' Provided - 25'+- / Proposed Warehouse Required - 1 per employee on maximum shift Maximum employee shift = 60 = 60 spaces Total Required - 60 spaces \ Provided - 73 regular spaces including 5 Accessible Spaces per ADA Loading Space Requirements: / / I Proposed Warehouse - 219,509 Provide Required p4154a1o►00 square feet otf loading es FUTURE WAREHOUSE ADDITIONg p g / I I 1 STORY, HGHT.: 32.0' m o Please note that no striping is proposed for the loading areas. The area is dedicated to loading only. AREA: 45,264 Sq. Ft. EROSION AND SILTATION CONTROL NARRATIVE OV / / F.F. = 711.25 1. Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control Handbook. CONSTRUCTION NOTES 712 o —710— — - 2. \00 J 3. 711 GX I4. _I l MATCH EX. EOP `; « I ki -- s O �� 6 HEAVY PVMT. SECTION q ti MEir t.! f'Ffi . , 1 �— —B. - 70 ._. C. 20.00' 707 14 C. s _ Y D \ \ o E. E, L�11A-ssy. 5. BOLLARDF 708 6. 7-07 \ EX. 1RAILER STORAGE ARc.: MATCH EX. EOP / 7. 8. CFfE7F AOLLY • CON PAD � I caa ..._ � pia _.. __ _--_..—. --____ _- ♦. I. l i T 706 HEAVY P9MT: SECTION EXTRA STRENGTH FILTER FABRIC y 706 NEEDED WITHOUT WIRE MESH SUPPORT SF �1 QO, 'r SF STEEL OR \ _� 43-19-24� w000 POST WA TER S. & BETTY A. WILSON FLOV ZONED: M-1 \,_ FLOVUSE: INDUSTRIAL 'os\ X X — x �'` \ 708 FWV 1FT MAX SPACING WITH _ —III—III-1 I WIRE SUPPORT FENCE III —III-) I I_ III—� I —I 6 FT MAX SPACING WITHOUT WIRE SUPPORT FENCE 43-19-39 /% \ ROAD WA Y \ EXPRESS, INC. PONDING HT. PONDING HT. ZONED: M-1 \�\ STEEL OR FILTER FABRIC - � wp�OD POST ATTACH SgECURELY USE: INDUSTRIAL 35' HIGH MAX—,] AX TO UPSTREAM SIDE OF POST. \ /EXMH » RUNOFF R� UNOFF \O1�7�08. BD2 92 EX. izo WAIF mE N 68 • 52' 41 W 1131. 59 IIII (IRt' 1I DI-TD)1 I I'• GVBLOW OFf STORAGE . 1. _III = / I I I \\ 12" MIN. I I I I I I f %1—TRENCH 1 Y MINI I II —I WITH COMPACTED III _III GRAVEL I I I I BACKFILL IIIIII'' CONCRETE SLAB DETAIL (for dolly pads) ON SITE HEAVY PAVEMENT DETAIL NOT TO SCALE NOT TO SCALE t"1 STANDARD DETAIL TRENCH WITH NATIVE BACKFILL NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF —SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY ALTERNATE DETAIL TRENCH WITH GRAVEL SILT FENCE PER PLANS 6" VDOT NO. 57 STONE (3000 PSI) 8" CONCRETE (2) 6 X 6-6/6 WWF(1.5" MIN CLEAR) HEAVY i!❖:❖:❖:� I1�11 40 0 N lit Scale 1" = 40 ft 120 The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be responsible for determining the exact location of all utilities before commencing work and for any damages which occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the facility and assure the continuance of service. Call "MISS UTILITY" at 1-800-257-7777 at least two days before performing any excavation The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of approved plans and revisions shall be kept on -site at all times. Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for on the plans. Controlled Fills. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as designated on the plans. Controlled fills shall be compacted to 95% density as determined by methods per standard proctor ASTM D 698. Density shall be verified by a qualified soils engineer. Controlled fills shall be compacted In 8 inch lifts (loose thickness) to the; specified density, beginning from the existing ground Surface, unless otherwise approved in writing by a qualified soils engineer. The suffaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil. The area is then to be scarified and compacted to a depth of 6 inches to the same density as the controlled fill to be placed thereon. Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation, oversized stones, rocks, sandy soil, or other objectionable material. Blasting is not permitted within 25 feet of existing utilities without owner permission All radii indicate edge of gravel, edge of pavement or face of curb as applicable. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal. All site and building lighting shall be installed to avoid spill -over onto adjoining properties Z CL U W 0 Q 0 ci Z w J O _0 CA O N a� 0 (n N r) Q)N LnLn � I +` V) ° N cD I N �p (D (D 0 0)� Ln 0 ° - 0 C o E 0 U N cn U N C� O r� nna I= r HpOHN C. LEWIS N . 21621 •°�o ll l �1�� �.a,Vx, ��`SSI ON AL �Gti �t/Z�/9t DATE: SURVEY: 03NOV98 RITCHIE SCALE: DRAWN: 1 "= 40' PLC C.I.: JOB NO.. 1' 9609001 DWG: SHEET: ADD-SP 1 /1