Loading...
HomeMy WebLinkAbout52-96 Negley Mini-Storage - ERL - Stonewall - BackfileFREDERICK COUNTY, VIRGINIA ABBREVIATIONS ASSEMBLY GENERAL NOTES BF BF BASEMENT FLOOR 1. The property delineated on this plan is located between Interstate 81 and Route 661, Wetitown Pike, in the Stonewall BLK. BLOCK Magisterial District in the County of Frederick, Virginia. The developer of the property proposes to construct a ri r= ly BC BOTTOM OF CURB BSBD. BASEBOARD mini -storage buildings on a 3.57 acre tract The tract contains one building which is used for office, maintenance and 0 storage. HIEQL C&G CURB & GUTTER CMF CONCRETE MONUMENT FOUND 2. Property Owner/Developer Contact: Mr. Paul Negley CPP CORRUGATED POLYETHYLENE PIPE CMPA CORRUGATED METAL PIPE ARCH Paul Negley CO CLEAN OUT 127 Mercedes Court DIA. DIAMETER Winchester, VA 22603 Telephone: 540-665-2792H IN] EOP EDGE OF PAVEMENT FF FIRST FLOOR 4 Engineer/Landscape Architect, Contact: Mr John Lewis37(0IRAQ[P= FFE FINISHED FLOOR ELEVATION F.C. FIRE CONNECTION PAINTER-LEWIS, P.L.0 FG FACE OF GUTTER 302 South Braddock Street, Suite 200 FIRE HYDRANT Winchester, Virginia 22601 Telephone: (540) 662-5792 Go Ga. GAUGE GM GAS METER [FlqC[K ulm 7 WIRO H 5 Property boundary and topographic information shown on these plans was provided by Furstenau Surveying, IncIOIEIR GV GAS VALVE L% r HCR HANDICAP RAMP 6. Site Data. HDR CURB 6" HEADER CURB Parcel Area 3.5704 acres HP HIGH POINT Zoning 13-3 Use: Office, Equipment Storage, Self Service Storage Front Yard Setback. Required - 35' Provided - 35'+ ® ® HTR. HEATER IPF IRON PIPE FOUND Rear Yard Setback: Required - 15' Provided - 15'+ Required 15' Provided 15'+ IPS IRON PIPE SET INV INVERT ° t � ^v Side Yard Setback: T�9� e. � - +/- Maximum Building Height. Allowed - 35 Proposed 18 LIP LOW POINT Maximum FAR Allowed - 1 0 MPD MULTI —PRODUCT DISPENSER / ) ' •' / y " Existing Building = 4064 sf MP METAL POST Proposed Buildings = 14025 sf MH MANHOLE o e Proposed Total Floor Area = 18,089 sf = 0.116 NDC NOSE DOWN CURB NP NO PARKING SIGN ( (`Bgg j '„ l • " 7 Parkin Lot Landscaping Requirements. 9 P 9NTS NOT TO SCALE o f � • d Required: 1 shade tree per 40' of lot perimeter plus 1 shade tree per 10 parking spaces OHE OVERHEAD ELECTRIC J. 9 V` ��� f Perimeter • 76/40' = 2 trees req'd Provided: 2 Red Maples OHT OVERHEAD TELEPHONE 'r SIT PL PROPERTY LINE 8. Parking Space Requirements. PP POWER POLE �o " Property Line Setback: Required - 5' Provided - 5'+ Self Service Storage - 14025 sf Required - 1 5000 square feet = 3 spaces RCP PAVEMENT RCP REINFORCED CONCRETE PIPE , , ✓• IiNTERC °• Q.• �,, NGE 8 per 41, , Provided - 3 Including 1 Accessible Space per ADA LoadingSpace Requirements- Required -none P q q RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP ilp `` �" fI r° U" V 6 �ii !' p�' 't.:#yrti. x 9. Handicap Accessibility SAN. SANITARY '� � ti .�4 y , _�..^,� r '� (a, 1 HC parking spaces shall have a maximum slope of 1:50 STD. STANDARD _fir I' i 37' ' HC ramps on the site shall have detectable warning surface per ADAAG 4 7 and 4.29. HC ramps off site shall be constructed VDOT standards. T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED f �' per T.B.P. TO BE PRESERVED 10 BufferingRequirements: TB THRUST BLOCK e 4 y. _•.--�''` Sta � : ram-: TC TOP OF CURB J, . 'ram ® I > ate The adjacent zoning to the north is 83 which requires no buffer (�' �� The adjacent zoning to the east is RA used as right-of-way for 1-81 which requires no buffer The adjacent zoning to the south is B2 which requires a B type buffer The owner proposes to construct a full TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX I!? ) it-r aQ��_ :; ?-`.'? (1't landscape screen within a 10' landscaped easement in the 25' inactive buffer and set the proposed buildings beyond p P the 25' active buffer Plants required: 3 per 10 linear feet, >50% evergreen, >33% deciduous, minimum of 3 species, height = 4' @ planting, TYP TYPICAL UGE UNDERGROUND ELECTRIC VICINITY MAP WINCHESTER VA 7.5' QUAD 1" = 2000' 384 8811`/10 ° 3 = 116 plants WL WATERLINE Plants provided 59 evergreen + 57 deciduous, please refer to Plant List WM WATER METER d WV WATER VALVE 11 Environmental Features Wetlands - No wetlands have been identified on the site 5 R RADIUS IN FEET Flood plains - No flood plain area has been identified on this site Sinkholes - No sinkholes have been identified on this site Steep Slopes - No steep slopes have been identified on this site. Steep slopes are defined by the Frederick County Code as slopes exceeding 15% The area of steep slopes allowed by the code to be disturbed is 25% Woodlands -No woodlands have been identified on this site Woodlands are generally defined by the Frederick County Code as including largely mature trees in groves greater than 1/4 acre EROSION AND SILTATION CONTROL NARRATIVE Project Description The developer proposes to build a mini storage facility on a3 5 acres parcel The total area of disturbance on the parcel is 1 Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control h,:andbook approximately 1 5 acres A storm water management pond was previously constructed to serve this area Sde grading will 2 All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in place LANDSCAPE NOTES direct runoff from the proposed impervious areas to this pond until the site is fully stabilized 1 Frederick County Landscaping Tabulation. Exrstin Site Conditions 3 The contractor shall perform overiot grading to provide positive drainage and preclude ponding of water All off site Zoning B-3, Industrial Transition District The site contains a 4,064 sf building The construction area is vacant Slopes range from 1 0 % to approximately 8 0% grading and construction is to be done with the property owner's consent Landscape Area Required 25% x 3 5704 acres = 0.89 acres 01 Adjacent Areas The site is bordered on the east by 1-81 To the south is land zoned B2 This land is owned by adjacent hotel groups The north 4 5 Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise specified on the plans The limits of clearing and grading are restricted to the limits of the parcel Landscape Area Provided 74.726 sf or 1 715 acres = 48% and west adjacent areas contain developed land zoned B3 Parking Lot Landscaping Off -site Areas SEQUENCE OF CONSTRUCTION Perimeter Landscaping Required 1 shade tree per 40 feet of perimeter ZONING A INISTRATOR DA E No off site disturbance or construction activities are anticipated 1 establish construction entrances parking perimeter = 76 feet Qppq©��® Critical Areas 2 install storm water detention facilities and establish perimeter controls as required shade trees provided = 76/40 = 2 The critical areas on the site consist of perimeter steep slopes and the Buffalo Lick Run corridor Construction will be restricted 3 clear and grub site ��������� ���p dOWC�UIOQ from or limited in these areas 4 strip,stockpile and stabilize to soil P P Interior Landscaping Required 1 shade tree per 10 parking spaces 5 perform rough grading total parking spaces = 3 SITE PLAN SHALL BE VALID FOR FIVE(5) YEARS Erosion and Sediment Control Measures 6 construct drainage controls shade trees provided = 3110 = 1 FROM DATE OF APPROVAL. 305 Silt fence will be installed in selected locations downstream from the construction area as a first measure of 7 begin facilities construction 5% of interior to be landscaped construction Silt fence will be placed at the toe of slope of the detention ponds prior to fill operations Silt fences shall least daily during rainfall Any required repairs shall be made 8 perform final grading and site stabilization interior area = 720 square feet LEST OF DRA���GS be inspected after each rainfall and at prolonged 9 remove all temporary sediment control structures required interior landscape area = 36 SF immediately Damaged, decomposed or otherwise ineffective silt fence shall be replaced Sediment deposits should be interior landscape area provided = 400+1 SF removed after each storm event They must be removed when deposits reach approximately one-half the height of the CONSTRUCTION NOTES barrier Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform SHT. 1 /2 COVERSHEET with the existing grade and stabilized 1 The existingutilities shown on these plans are based on available information The CONTRACTOR shall be P 2 Confirm the locations of any utilities above or below ground prior to commencing work- Contact the Landscape 308 Silt fence will be installed as culvert inlet protection at the upstream ends of culverts Silt fences shall be inspected responsible for determining the exact location of all utilities before commencing work and for any damages which Architect in the event that utilities or any other structure conflicts with the layout shown on the plan SHT. 2/2 SITE PLAN after each rainfall and at least daily during prolonged rainfall Any required repairs shall be made immediately occur by the failure to locate and preserve these utilities If the CONTRACTOR should encounter utilities other than Damaged, decomposed or otherwise ineffective silt fence shall be replaced Sediment deposits should be removed those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and 3 Verify the quantities shown on the plant list with totals indicated on the plan Contact the Landscape Architect in the after each storm event They must be removed when deposits reach approximately one-half the height of the barrier proper steps to protect the facility and assure the continuance of service event that discrepancies exist. Supply unit prices to the Owner at time of bidding Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized 2 The CONTRACTOR shall have approved construction drawings prior to the start of construction At least one copy of 4 All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each 3 31 Temporary seeding in accordance with the E & S Std & Spec 3 31 will be applied to the topsoil stock pile and all areas approved plans and revisions shall be kept on -site at all times. plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which will not be brought to final grade within 30 days Embankment or excavated slopes denuded for a period of which meet the normal requirements for the variety according to the American Association of Nurserymen greater than 30 days shall be temporarily seeded and mulched To coincide with the anticipated construction dates, 3 Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for on the plans. the seeding will consist of 50 pounds per acre of German Millet All temporary seeding areas will be mulched in 5 Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have ; ; -1 f,• PRE accordance with the schedule included herein 3 32 All disturbed areas will be stabilized by seeding in accordance with the schedule included herein The 4 Controlled Fills A Controlled adequate root systems permanent compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as anticipated time for construction completion is November 1996 designated on the plans 9 P 6 Sizes specified in the Plant List are minimum sizes against which the plants will be judged Failure to meet minimum 3 35 All seeded areas will be mulched in accordance with the schedule included herein B Controlled fills shall be compacted to 95% density as determined by methods per standard proctor ASTM D 698 size on any plant will result in rejection of that plant 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 7 Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan Temporary Seeding existing ground surface, unless otherwise approved in writing by a qualified soils engineer All mulched beds shall be curvilinear in shape following the contour of the plant mass Apply a minimum of 4 inches of SEED TYPE RATE MIN PURITY(%) MIN GERM (%) D The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil mulch uniformly over beds Trees located within four feet of any shrub bed shall share the same bed Grade finished Sept 1 - Feb 15 The area is then to be scarified and compacted to a depth of 6 inches to the same density as the controlled fill to planting beds so as not to impede surface drainage Annual Ryegrass 50 Ib/ac 98 85 E Fill material shall be taken from approved borrow areas it shall be clean soil, free of roots, woody vegetation, Winter Rye 50 Ib/ac 98 85 oversized stones, rocks, sandy soil or other objectionable material 8 Locate trees a minimum of 3 feet from walls or walks, if possible May 1 - Aug 31 German Millet 50 Ib/ac 98 85 5 Blasting is not permitted within 25 feet of existing utilities without owner permission 9 Stake and guy all trees according with standard practice and/or the suppliers recommendations At a minimum, all or deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground Secure tree to stakes Feb 16 - Apr 30 6 Storm sewer and pavement materials called for on the plans refer to standard VDOT designations. with #9 galvanized wire guys with rubber hose connections Stakes shall be 2" x 2" x 72" Annual ryegrass 75 lblac 98 85 Mulch 1 5 ton/ac small grain straw Fertilizer 1000 Ib/ac 10-10-10 7 BENCHMARK. finished floor elevation of the existing building on the site - elevation = 718 50 10 Use shredded hardwood bark mulch in all planting beds �LH rO , 8 All radii indicate edge of gravel, edge of pavement or face of curb as applicable 11 Remove all tags twine and containers from installed plants Roll back burlap one third on all B&B plants Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction Permanent stabilization shall be 9. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal 12 Plant substitutions are permitted with consent from the Landscape Architect JOH G. L I`' '� 4;applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be O stabilized or protected with sediment trapping measures The contractor is responsible for the temporary protection and 10 The CONTRACTOR shall obtain permission from adjoining property owners prior to conducting off site 13 g any Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site The contractor construction activities. granular fertilizer per 100 square feet of area Remove any turf, weeds or other vegetation completely prior to installation '�� j11t). 0216 Seedbed Preparation 11 The CONTRACTOR shall coordinate the relocation of the existingutilities with the a appropriate utility company as a Scarify top 1" to 2" of soil after final grades have been achieved necessary 14 Plant all materials in their appropriate season The Contractor shall guarantee all plant materials and workmanship for �s`SjONt1L�� b Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf) a period of one year from time of installation SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) 12 All site and building lighting shall be installed to avoid spill -over onto adjoining properties Tall fescue 60 lb ac 97 85 Red clover 8 Ib/ac 95 65 g -1J� Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15 PA1AWEN/ETWOUg A,g Co Annual Ryegrass 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31 302 South Braddock Street, Suite 200 German Millet 12 Ib/ac 98 85 Winchester, Virginia 22601 or Telephone (540)662-5792 Feb16 Apr Annual ryegrass 12lb/ac 98 85 Facsimile (540)662-5793 Mulch. 1.5 ton/ac small grain straw Fertilizer 1000 Ib/ac 10-10-10 JOB NO.: 9610016 SHEET: DATE: 250CT96 1/2- PROPOSE IL NOTTO DETA Zx4 TOP RA 134 BOND, FRONT ! BI n-8d(EA• 2x4 MID RA C-4x4 POS BOLLARD DETAIL NOT TO SCALE SEE PLANS FOR BOLLARD LOCATIONS 6' DIA. CONC.-FILLED STEEL PIPE PAINT COLOR - YELLOW �- FINISHED GRADE LJ1Jl t_t — 24 ROT. RNL — � • ATTACH PALS TO POST L 18" DIA. CONCRETE(3000 PSI) p� 1�1- W/3-104xx PAWS 0 /�v PGG�s ML w/Cow_ SS 17. �G �Ja`.� 00. ALL dNOt TO BE PRESSM TEAM YEU.OM' POLE NO. 2 ALL HARDRYME TO BE NOT—DPPED GALVAHM / FMIBD 3M 10 FACE ADJAOE'NT PROPERTY. TSIERE Fa110E IS LOCA10 ON PROPOSED KTAR" \ G� p 70 WALL PPLi i'lrxe lxl AND 4�s/4�DIA. x� e ► n BOLT& / / / I (�� / 19. 0 v O. PAVEI M DETAILS NOT TO SCALE HANDICAP PARKING STRIPING LAYOUT NOT TO SCALE VAN ACCESSIBLE SIGN j' IN END OF STALL — STRIPE OR CURBING TYPE B, CLASS I, SOLID BLUE TYPE B. CLASS I, WHITE SYMBOL PER ADA WiL �-- TYPE B, CLASS I, WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. L i 1_1 J 16.00'- LI 6.00' L NOTE. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. HANDICAP SIGN DETAIL NOT TO SCALE 12" x 1 B' STND. \ / (V 1p + 8 / 1 /� 17—STND. U—CHANNEL POST - _ —] ,� 6' BOARD FENCE /I 0 ' 00 _ / L ` OLLARD / -PROP. GROUND ® `s Jo To TCH EX. - 1730 ' �� �♦ VAN . PVMT.(TYP) - 1 . / 14 0 ?5• /^/qc OF CK �� ACCSEGNIBLE 01��o G 16. �6! FER o ® / S 56 07,0002 // TYPICAL WA MOUNT 0J\�y0��'1h / S, ACW, @U �\ � ® 4-- FLOOD ` y / �f EX. SAN. MH 4p• 43-A-99 / / / �� / 18.30 1 R D EMMA S. DUNCAN , / / / + .../ / \ / h° 17.40 00 per, 0 Lo ZONED: RA / , / x N°1 \, 6.00 `�\ loe/ USE: HIGHWAY ROW / / /' 2NC. GUTTER g� 14.4 16.65 Qp i / 1 �`L' �i0 QpJ 1 0 ��'yF ,yQ / 14.80 00. E IN" �y116 �/ / e w / EX. GRAVEL I \a� / ti� / / I EX. SAN. MH EX. TRASH PAD ENCL. , PVMT. MATCH EX. �' o• L PVMT.(TYP) 00, 1 .00 / / 1 ,I�� V SPILL 2' CONC. c'�y. /' OQ G It— � � \\ GUTTER TO / O / .�'��' \� c�F O - \ 5' PVMT. / 0' 16. 14.40 EXISTING BUILDING ( ASPHALT 20 / EX. 15.0 / ' ' 1 F= 718.50 \\ / 1 \ 43-A-52A F / / / (� / 1 2.5 ACRES 1# , / C-) I / I WINCH, _STER NORTH, INC. 1 / ,' / ✓ / ? Q \ ATCH EX. I ZONED: B-2 �/ POP. 5'X6'X12'H SIGN 1 USE: VACANT VMT.(TYP) EOP 14. 001 C.O. V CDN11'43'44'iE / 1"'VA7ER UNE r " 6 WATER / / CP I �/ 43-A-528 \ /`� ,' EX. 32'-15" CP 2.3986 ACRES LI r�' I P / VIRGINIA GIANT, INC 2 c]��� I , \, \ �. F / ZONED: B-3 �SE. PRIVATE VEHICLE STORAGE & REPAIR C / \ EX. BUILDING mil' 's- 1 / \\ \ / 90 �. " 20' DRAI ESMT EX. 60'-2�" i'/ / \ \ / ' \ / C.O. // /// \ \\ �� ,/ // / \ \ I \\ \ /1lb 8.00 EX. 32'-15" 610" E EX. SIGN N 42' 1' ) C. 132.05ft l i - —------------' 43-1-51 864.05 ' r- ------ - �\ —------------------ �/ /// �� �\� / PAUL D. MULDOWNEY ----------------------------------------------------__-— ._---- -- ���/ ZONED: - _ _ _ ,\��� � USE: COMMERCIAL -- -- -- --------------------------------------- -- - - - - - -- - — - -_-__ N 42 16' 10" E --- ---- ------------ _ INCH STE & ES RN AIL OA 743-A-56 14 G K&J INVESTMENTS �►� ZONED: M-1 USE: COMMERCIAL EMOs0M & SEDMI W OONfROL KEY PLANT LIST SYMBOL QUAN BOTANICAL NAME COMMON NAME SIZE REMARKS 10 ACER RUBRUM RED MAPLE 1 1 /2"-2 1 /2" cal. 29 FORSYTHIA INTERMEDIA BORDER FORSYTHIA 4'-6' 6' cc 59 JUNIPERUS CHINENSIS SPEARMINT 4'-6' 6' cc 28 PRUNUS SERRULATA ORIENTAL CHERRY 4'-6' 6' cc 3.05 !LT FENCE X X X 3.32 rE11160W I MEINO 3J5 MULOM EARTH BERM PRIME do DOUBLE SEAL :: ...:::.: 00 '3:<:t':` �i COMPACTED —� SUBGRADE o�i % \ID i 00, ' 43-A-50A 0 0 PENBERN WINCHESTER, LTD. ZONED: B-2 1 USE: MOTEL/RESTAURANT 30 0 30 Scale 1" = 30 ft Iwo 0 Z U Z _ CL Z � y U 0 Cx W Z]L� U V J � Q � W W Lai 1- �L6.O W c) o Z N w Il O 1L O O(n � O N� 0NLnLf) U) N N v (C) co 0 � \Cn 0 O m s 0 N E s n- rn O U N U (n Li N ~ 0 Q a "yT OF D 1� JOHN . LENS A. 21621 F. o �&sI ONAL DATE: SURVEY: 250CT96 PAS 90 SCALE: DRAWN: 1 " = 30' JCL C.I.: 2' JOB NO.: SHEET: 9610016 2/2 I 2 FREDERICK COUNTY, VIRGINIA ARRREVIATIONS ASSY. ASSEMBLY GENERAL NOTES BF BASEMENT FLOOR 1 The property delineated on this plan is located between Interstate 81 and Route 661, Welltown Pike, in the Stonewall BILK. BLOCK Magisterial District in the County of Frederick, Virginia. The developer of the property proposes to construct a BC BOTTOM OF CURB BSBD. BASEBOARD mini-storaige buildings on a 3.57 acre tract The tract contains one budding which is used for office, maintenance and L IE V C&G CURB & GUTTER storage. CMF CONCRETE MONUMENT FOUND 2 Property Owner/Developer Contact. Mr Paul Negley CPP CORRUGATED POLYETHYLENE PIPE CMPA CORRUGATED METAL PIPE ARCH Paul Negley CO CLEAN OUT 127 Mercedes Court DIA. DIAMETER Winchester, VA 22603 Telephone 540�65-2792 ® ® au EOP EDGE OF PAVEMENT FF FIRST FLOOR 4 Engineer/Landscape Architect* Contact Mr John Lewis FFE FINISHED FLOOR ELEVATION F.C. FIRE CONNECTION PAINTER-LEWIS, P.L C. FG FACE OF GUTTER 302 South Braddock Street, Suite 200 FIRE HYDRANT Winchester, Virginia 22601 Telephone: (540) 662-579201CKC(0UH7W Go Ga. GAUGE ® A GM GAS METER 5 Property boundary and topographic information shown on these plans was provided by Furstenau Surveying, Inc GV GAS VALVE HCR HANDICAP RAMP 6 Site Data HDR CURB 6" HEADER CURB Parcel Area 3 5704 acres HP HIGH POINT Zoning B-3 Use: Office, Equipment Storage, Self Service Storage Front Yard Setback. Required - 35' Provided - 35'+ ® W1P=L0PDH1EN7 1PLz%1M3 HTR. HEATER IPF IRON PIPE FOUND ' - Rear Yard Setback Required - 15' Provided - 15'+ IPS IRON PIPE SET INVERT . Side Yard Setback Required - 15' Provided - 15'+ INV . _ � _ �+ _ r Allowed 35 Proposed 18 / Maximum Budding Height: p LP LOW POINT a 7V1•° Maximum FAR Allowed - 1 0 MPD MULTI —PRODUCT DISPENSER Existing Building = 4064 sf MP METAL POST (E51''�° ? r Proposed Buildings = 14025 sf MH MANHOLE ' o d) °• Proposed Total Floor Area = 18,089 sf = 0 116 P NDC NOSE DOWN CURB NP NO PARKING SIGN ' (8,591, 7- Parking Lot Landscaping Requirements. NTS NOT TO SCALE 1' o �� / Required 1 shade tree per 40' of lot perimeter plus 1 shade tree per 10 parking spaces OHE OVERHEAD ELECTRIC r Perimeter 76'/40' = 2 trees req'd Provided: 2 Red Maples OHT OVERHEAD TELEPHONE S1 PL PROPERTY LINE ° n4,��`� DSO 8 Parking Space Requirements PP POWER POLE y 8M �o„Q.• ` Property (Line Setback Required - 5' Provided - 5'+ Self Service Storage - 14025 sf Required - 1 per 5000 square feet = 3 spaces Provided 3 Including 1 Accessible Space per ADA PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN a , y`. 111 _ r a r INTERC NG6 82 /•. �' 4; 1: ` J' , , ` '% 1 Loading Space Requirements Required - none;) RED. REDUCER R.O. fJ / / 9 Handicap Accessibility ROCK OUTCROP SAN. SANITARY iI , I, i� " 1 HC parking spaces shall have a maximum slope of 1:50. STD. STANDARD 3t � HC ramps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29 HC ramps off site shall be constructed per VDOT standards. T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED v`�� •� ` � {' ��'° .: vf: 10 Buffering Requirements T.B.P. TO BE PRESERVED TB THRUST BLOCK +' sub i ve psi- ara The adjacent zoning to the north is 63 which requires no buffer TC TOP OF CURB 8- 6$ .�, � -�� 1oke - a; The adjacent zoning to the east is RA used as right-of-way for 1-81 which requires no buffer The adjacent zoningto the south is B2 which requires a B type buffer The owner proposes to construct a full j q Yp p p TEL. TELEPHONE TRB TELEPHONE RISER BOX � °� `I , ���/ v •i j TVRB TELEVISION RISER BOX landscape screen within a 10' landscaped easement in the 25' inactive buffer and set the proposed buildings beyond 1 the 25' active buffer. Plants required: 3 per 10 linear feet; >50% evergreen, >33% deciduous; minimum of 3 species; height = 4' @ planting; TYP TYPICAL UGE UNDERGROUND ELECTRIC VICINITY MAP WiNCHESTER VA 7.5' QUAD 1 = 2000' r_ 384.881f/10 ` 3 = 116 plants WL WATERLINE Plants provided: 59 evergreen + 57 deciduous; please refer to Plant List WM WATER METER WV WATER VALVE 11 Environmental Features*5'R RADIUS IN FEET q Wetlands - No wetlands have been identified on the site. Flood plains - No Flood plain area has been identified on this site. Sinkholes - No sinkholes have been identified on this site. Steep Slopes - No steep slopes have been identified on this site Steep slopes are defined by the Frederck County Code as slopes exceeding 15% The area of steep slopes allowed by the code to be disturbed is 25% Woodlands -No woodlands have been identified on this site. Woodlands are generally defined by the Frederick County Code as including largely mature trees in groves greater than 114 acre ° EROSION AND SILTATION CONTROL NARRATIVE Project Descriptioin The developer proposes to build a mini storage facility on a3.5 acres parcel The total area of disturbance on the parcel is 1. Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment controi �,andbook. approximately 1 6 acres A storm water management pond was previously constructed to serve this area. Site grading will 2. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in place LANDSCAPE NOTES direct runoff from the proposed impervious areas to this pond until the site is fully stabilized. 1 Frederick. County Landscaping Tabulation: Existing Site Conditions 3. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off site Zoning: B-3, Industrial Transition District The site contains a 4,064 sf building. The construction area is vacant. Slopes range from 1 0 % to approximately 8.0% grading and construction is to be done with the property owner's consent. Landscape Area Required: 25% x 3.5704 acres = 0.89 acres Adjacent Areas 4. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise specified on the plans. Landscape Area Provided: 74,726 sf or 1.715 acres = 48% The site is bordered on the east by 1-81 To the south is land zoned 82 This land is owned by adjacent hotel groups The north 5 The limits of clearing and grading are restricted to the limits of the parcel. and west adjacent areas contain developed land zoned B3 Parking Lot Landscaping Off -site Areas SEQUENCE OF CONSTRUCTION Perimeter Landscaping Required: 1 shade tree per 40 feet of perimeter ZONING ADMINISTRATOR DATE No off site disturbance or construction activities are anticipated 1 establish construction entrances parking perimeter = 76 feet AFFIRD (ED Critical Areas 2. install storm water detention facilities and establish perimeter controls as required shade trees provided = 76/40 = 2 The critical areas on the site consist of perimeter steep slopes and the Buffalo Lick Run corridor Construction will be restricted 3. clear and grub site FWGDEEW�C�G� Q o C�OMmo ��WeOm from or limited in these areas 4 strip, stockpile and stabilize top soil Interior Landscaping Required 1 shade tree per 10 parking spaces 5. perform rough grading total parking spaces = 3 SITE PLAN SHALL BE VALID FOR FIVE(5) YEARS Erosion and Sediment Control Measures 6. construct drainage controls shade trees provided = 3110 = 1 FROM DATE OF APPROVAL. 305 Silt fence will be installed in selected locations downstream from the construction area as a first measure of 7 begin facilities construction 5% of interior to be landscaped construction. Silt fence will be placed at the toe of slope of the detention ponds prior to fill operations. Silt fences shall Any be 8 perform final grading and site stabilization interior area = 72square feet LIST OF DRAWINGS: be inspected after each rainfall and at least daily during prolonged rainfall required repairs shall made 9 remove all temporary sediment control structures required interior landscape area = 36 SF immediately Damaged, decomposed or otherwise ineffective silt fence shall be replaced Sediment deposits should be interior landscape area provided = 400+/- SF removed after each storm event, They must be removed when deposits reach approximately one-half the height of the CONSTRUCTION NOTES barrier Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform SHT. 1 /2 COVERSHEET with the existing grade and stabilized 1 The existing utilities shown on these plans are based on available information The CONTRACTOR shall be 2. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape 3.08 Silt fence will be installed as culvert inlet protection at the upstream ends of culverts Silt fences shall be inspected responsible for determining the exact location of all utilities before commencing work and for any damages which Architect in the event that utilities or any other structure conflicts with the layout shown on the plan SHT. 2/2 SITE PLAN after each rainfall and at least daily during prolonged rainfall Any required repairs shall be made immediately occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and 3 Verify the quantities shown on the plant list with totals indicated on the plan Contact the Landscape Architect in the after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. proper steps to protect the facility and assure the continuance of service. event that discrepancies exist. Supply unit prices to the Owner at time of bidding. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized 2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of 4 All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each 331 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and all areas approved plans and revisions shall be kept on -site at all times. plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of which meet the normal requirements for the variety according to the American Association of Nurserymen greater than 30 days shall be temporarily seeded and mulched To coincide with the anticipated construction dates, 3 Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for on the plans. the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in 5 Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have accordance with the schedule included herein. 4 Controlled Fills- adequate root systems. i S"T 332 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein The A Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as _SAL r-1 PLAN anticipated time for construction completion is November 1996- designated on the plans. 6 Sizes specified rn the Plant List are minimum sizes against which the plants will be fudged Failure to meet mirnmum r?�1t z �P Pi SC.3 ii �:. D3 35 All seeded areas will be mulched in accordance with the schedule included herein ° B Controlled fills shall be compacted to 95 /o density as determined by methods per standard proctor ASTM D 698 size on any plant will result in rejection of that plant. i r) Density shall be verified by a qualified soils engineer _ . (o/n C Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the 7 Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. Temporary Seeding existing ground surface, unless otherwise approved in writing by a qualified soils engineer. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimums of 4 inches of SEED TYPE RATE MIN PURITY(%°) MIN GERM (%) D The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil mulch uniformly over beds- Trees located within four feet of any shrub bed shall share the same bed. Grade finished Sept 1 - Feb 15 The area is then to be scarified and compacted to a depth of 6 inches to the same density as the controlled fill to planting beds so as not to impede surface drainage. Annual Ryegrass 50 Ib/ac 98 85 E Fill material shall be taken from approved borrow areas It shall be clean soil, free of roots, woody vegetation, Winter Rye 50 Ib/ac 98 85 oversized stones, rocks, sandy soil, or other objectionable material, 8 Locate trees a minimum of 3 feet from walls or walks, if possible. May 1 - Aug 31 German Millet 50 Ib/ac 98 85 5 Blasting is not permitted within 25 feet of existing utilities without owner permission 9 Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all or deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground Secure tree to stakes Feb 16 - Apr 30 6. Storm sewer and pavement materials called for on the plans refer to standard VDOT designations with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72" Annual ryegrass 75 Ib/ac 98 85 Mulch 1 5 ton/ac small grain straw 7 BENCHMARK. finished floor elevation of the existing building on the site - elevation = 718-50 10. Use shredded hardwood bark mulch in all planting beds. SP,L3''� O �� Fertilizer 1000 Ib/ac 10-10-10 8 All radii indicate edge of gravel, edge of pavement or face of curb as applicable 11 Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants. �y�iE Cp Permanent Stabilization The denuded land 7 days the Permanent be C. -Mj contractor shall stabilize all within after end of construction stabilization shall applied to areas that are to be left dormant for more than one year During construction of the project, sod stockpiles shall be 9 Fire lanes shall be delineated as directed by the Frederick County Fire Marshal 12 Plant substitutions are permitted with consent from the Landscape Architect. ® U stabilized or protected with sediment trapping measures The contractor is responsible for the temporary protection and 10 The CONTRACTOR shall obtain permission from adjoining property owners 13 p 1 9 P p Y prior to conducting any off site Prepare the sod in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 permanent stabilization of all sod stockpiles on site as well as soil intentionally transported from the project site The contractor, construction activities granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to � installation `'A 1Vo.021 Yy Seedbed Preparation 11 The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as � a Scarify top 1" to 2" of sod after final grades have been achieved necessary 14 Plant all materials in their appropriate season The Contractor shall guarantee all plant materials and workmanship for SS,j T��� ANAL E b Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf) a period of one year from time of installation SEED TYPE RATE MIN PURITY MIN GERM (°6 12 All site and building lighting shall be installed to avoid spill -over onto adjoining properties Tall fescue 60 lb ac 97 85 o �� Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 149 Nurse Grass -(season dependent) Sept 1 - Feb 15 P �EP0gt71EWWN88 L Annual Ryegrass 12 Ib/ac 98 85 O Oa/� 51� Winter Rye 12 Ib/ac 98 85 Ma 1 Aug1 Y 9 302 South Braddock Street, Suite 200 nP German Millet 12lb/ac 98 85 Winchester, Virginia 01 or Telephone (54O)662-57g was CC —Feb 16 - Apr 30 Annual ryegrass 12 Ib/ac 98 85 Facsimile 540 662-5793 Mulch 1 5 tonlac small grain straw Fertilizer 1000 Ib/ac 10-10-10 JOB NO.: 9610016 SHEET: DATE: 250CT96 1 / os,q-9(Q I �� L�s i PROPOSED FENCE DETAIL NOT TO SCALE 2x4 TOP RA 1xG BOARD. FRONT k 81 TOE NAIL V W/2-8d(EA. 2x4 MID RAJ 8'-4x4 POS BOLLARD DETAIL NOT TO SCALE SEE PLANS FOR BOLLARD LOCATIONS _ 6" DIA. CONC.-FILLED STEEL PIPE PAINT COLOR - YELLOW N FINISHED GRADE _1L t 111ft-11 t A2X4 TT BHT. RNl w%iiDd(RR. L)O L 18" DIA. CONCRETE(3000 PSI) ---- 12- DIA. POST HOLE, ----- I l�O P S 17. FILL W/CONC. O G� 0. ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2 ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. WHERE FENCE IS LOCATED ON PROPOSED RETAINING WALL. E e' AND STEEL POSTS & ATTACH TO WALL ` TH �IrO 6" 4ILTI/ F, 19.20 on EARTH BERM PAVEMENT DETAILS NOT TO SCALE PRIME & DOUBLE SEAL 6" 21-8 - - COMPACTED - SUBGRADE HANDICAP PARKING STRIPING LAYOUT NOT TO SCALE VAN ACCESSIBLE SIGN -END OF STALL - STRIPE OR CURBING - TYPE B, CLASS I, SOLID BLUE Z d�t --TYPE B, CLASS I, WHITE SYMBOL PER ADA TYPE B, CLASS 1, WHITE PAVEMENT MARKING, a. 4" WIDTH, LENGTH AS SHOWN ON PLANS. L -J 16.00'•-1--16.00' L NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. HANDICAP SIGN DETAIL NOT TO SCALE / 1 Z x 18" STND. 18.30 CIV I 18.4 / STND. U-CHANNEL POST / / ® 6' BOARD FENCE 1I / 19.00 Q O / L -PROP. GROUND OLLARD.70 C; 70 Ooc vm �h. ♦ \ o , � / ♦♦ ITCH EX. 17.30 Lo I'6 SE�gCK ® �� VAN PVMT. (TYP) \ 17 1 .9 14 0 INgCn ACCESSIBLE 16.00 v�FER o ®� 1 S 5 6 O% • N G \' , FLOOD CAL WA MOUNT 0J\01N1 i / gC77VE B(J \ o ® I 1 3 7� S , I FFER X.� EX. SIN. MH �S 40' 43-A-99 / / / / �/ / ,�\ 18.30 0 �� o I D EMMA S. DUNCAN , / / / i j \ / ` h 17.40 0. PVMT. 0 Lo % ZONED: RA /i /' / + J / ' 2' NC. GUTTER 1� � �� 16.00 6.00 I 0 USE: HIGHWAY ROW / / / \ = 16.65p� 10'R �� `' -/� 14.40 1 � �(1, / / / %/� 1 `L� \ pJ / 14.80 / CJ/ / °ohsIb/ EX. GRAVEL I o. \�� �/���1 /� / ® w EX. SAN. MH / 16.80 16 / oo. / 49.98 EX. TRASH PAD ENCL. \ / PVMT. Ln / / ♦ \ MATCH EX. 0 0- .1 ' % �h I n / / / ♦ \ PVMT. (TYP) o. 16.00 / 14 \ / /' I / ♦ / \� SPILL 2' CONC. / ♦/ \\ 'o. GUTTER TO 5' PVMT. ' i i' 1 I NV= 15.90 SF • / �_- I `\ ` \ 16. 14.40 EXISTING BUILDING (\ 2 �� -1 / ,' / I \\ 43-A-52A ' �/� �� �- �✓ ji' \ FF = 718.50 \ / EX. ASPHALT 15.10 / /� 1 2.5 ACRES / / / / t 0• , , v I / I WINO, TESTER NORTH, INC. 1 / ' / � A / / Q I ZONED: B-2 \ ♦ , // / / ,,,I((( MATCH EX. P OP. 5'X6'X12'H SIGN VMT. (TYP) EOp oo. ,' USE: VACANT / C.O. \V 1 CDN1 1'43 441E / ♦ / \ '' _ _ � 1ER LINE I / I CE 6" WATER A/ CIP ci /' /'♦/ / 43-A-528 \ i �' / �' / EX. 32'-15" CP 2.3986 ACRES \ \ 1 /' \ \ �n� VIRGINIA GIANT, INC. �1 1 / _ 2 LIN 6?p _ _ _ C�Q ' ZONED: B-3 \ I •' , ZUSE: PRIVATE VEHICLE STORAGE & REPAIR ��- 11 1 (` ` , / �• ' / - F� Co % 1 \ EX. BUILDING /l' �y� // �\�,� 20' DRAI ESMT EX. 60'-24� i \ / C.O./, /,'/oe .41 \ ' ol \ I Ile\\\\\�k - - - 21 / � 'o / � // vNv-�os.00 \ � ' EX. 32'-15" RCPogi%' /'♦♦ � \ / ,��/ / x/ `\P EX. SIGN L_ > _------ v- ---- - - - - -----------------_�--- -��i _� ii� ��_ 43-1-51 ------- ----�� 864.05 � ----- \ - - - ice/ ' �\� / / PAUL D. MULDOWNEY - - - - ------------------------ ---- - -------------- _-_ _ ---- - �� �( ZONED: M-1 -- -- -- --------------------------------------- - - - - - - - ----------_N 42 16' 10" E ---- Q�� // USE: COMMERCIAL - - /� - - - __------------------------ � ---- ------ -------------- INCH STE & ES AIL ___ � -�, /__- --------------------- RN OAD ---_ --------- -- ---� 114 43-A-56 - - K&J INVESTMENTS \� ZONED: M-1 USE: COMMERCIAL EROSION & SEDNENT CONTROL KEY PLANT LIST SYMBOL QUAN BOTANICAL NAME COMMON NAME SIZE REMARKS 10 ACER RUBRUM RED MAPLE 1 1/2"-2 1 /2" cal. 29 FORSYTHIA INTERMEDIA BORDER FORSYTHIA 4'-6' 6' cc 59 JUNIPERUS CHINENSIS SPEARMINT 4'-6' 6' cc 28 PRUNUS SERRULATA ORIENTAL CHERRY 4'-6' 6' cc 3.05 SILT FENCE $F X X ---X 3.00 CULVERT NrLET PRC1EC110114 NA.E 3.32 PERMANENT SEiDM 3.35 MULCHM Mu / ' 43-A-50A PENBERN WINCHESTER, LTD. I ZONED: B-2 USE: MOTEL/RESTAURANT I i 30 0 30 Scale 1" = 30 ft z ~ Ld a 0 O LLJ U Q H Z 0 J z Q lei U Q H E5 � J ~ZF- U � � M Z ]L U � Q W � W �- U- 0 w Z H O Of CL JI=d O A O CC N (n O N .(D 01� N U) � I I V) N N O I0 0 0 m0O v In In m L 4 c sNoE s . O V U In C: LQ N 3 ~ O Q a II,,1.T of Y l� _ f JOHN . LEWIS NO. 21621 O��SSIONAL �0�� DATE: SURVEY: 250CT96 PAS 90 SCALE: DRAWN: 1 " = 30' JCL C.I.. 2' JOB NO.: SHEET: 9610016 2/2