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Home My WebLink About92-05 East Side, LLC - Office - Warehouse - Stonewall - Backfile (2)GENERAL NOTES 1. The property delineated on this plan is located along North Kent Street, outside the Winchester City Limits. The site is currently vacant. The property developer proposes to construct two 9,000 square foot buildings with associated parking and truck loading areas to be used for office/warehouse purposes. 2. Property Developer Contact: Mr. Bill Martin East Side, LLC 812 North Kent Street Winchester, Virginia 22601 Telephone: (540) 662-5994 3. Engineer/Landscape Architect: Contact: Mr. John Lewis PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone: (540) 662-5792 4. Topographic information shown on these plans was provided by Marsh & Legge Land Surveyors, P.L.C. (540) 667-0468 5. Site Data: Existing Parcel Area: 1.90 Acres Proposed Right-of-way Dedication: 0.04 Acres Proposed Parcel Area: 1.86 Acres P.I.N: 54-A-65A Zoning: M2 (Industrial General District) Magisterial District: Stonewall Existing Use: Vacant Proposed Use: Office/Warehouse (No Retail Use) Front Yard Setback (R.O.W.): Required- 75' Provided- 91.00' Rear Yard Setback: Required- 25' Provided- 51.20' Side Yard Setback: Required- 25' Provided- 39.86' Maximum Building Height: Allowed- 60' Proposed- 30' F.A.R. Allowed- 1.0 Provided- 0.22 Building A Floor Area= 9,000 sf Building B Floor Area= 9,000 sf Total Building Floor Area= 18,000 sf Greenspace: Required- 15% (0.2'9 acres) Provided- 24.41 % Impervious Area: Allowed- 85% Proposed- 75.59% Total Building Footprint Area= 18,000.00 sf Total Asphalt Pvmt. Area= 40,756.25 sf Total Concrete Pvmt. Area= 2,485.95 sf TOTAL= 61,242.20 sf 6. Parking Space Requirements: Property Line Setback: Front (R-O-W)- 25' Provided- 25.00' side/rear- 5' Provided- '6.81 Parking Spaces: Required- (1) space per 250sf of Office Space 4,500/250= 18 spaces Required- (1) space per employee for Warehouse Space Estimated number of Empoyees= 24 TOTAL SPACES REQUIRED: 42 TOTAL SPACES PROVIDED: 50 Loading Space: Required- (1 ) space for 30,000sf-100,000sf of office floor area None Required (4,500sf proposed) Required- (1) space for each 40,000sf of warehouse floor area None Required (13,500sf proposed) Provided- None 7. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 8. Landscaping, Buffers, and Screening: See Sheet 6. 9. Lighting: Exterior lighting will consist of wall mounted lights. All lights will be installed to prevent off -site glare. 10. Trash Receptacles: (2) Dumpsters with wooden screening fences are proposed for this site. 11. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. 12. Storm water runoff generated by this development shall be managed in two ways. Half of the storm water runoff will be directed to flow by overland refief to the eastern boundary line where it will then be collected in an existing drainage swale off -site. The remaining storm water runoff shall be directed to flow to proposed storm sewer structures near the Kent Street righ-of-way. The proposed storm sewer system will then discharge into the existing 18" storm sewer structure located under Kent Street. 13. Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- According to the Flood Insurance Rate Map for Community Panel Number: 510063-0115B no floodplains exist on or near this site. Sink Holes- No sink holes have been identified on this site. Steep Slopes- No steep slopes have been identified on this site. Woodlands- No woodlands have been identified on this site. 14. All proposed utilities shall be placed underground. TRAFFIC IMPACT ANALYSIS Data Source: ITE Manual, Seventh Edition Land Use: 150 - Warehousing Proposed Gross Floor Area (GFA): 13,500sf TRIPS BASED ON 1000sf GFA: Weekday: 4.96 x 13.5= 66.96 trips=> 67 trips AM Peak Hour: 0.57 x 13.5= 7.70 trips=> 8 trips PM Peak Hour: 0.61 x 13.5= 8.23 trips=> 8 trips Saturday: 1.22 x 13.5= 16.47 trips=> 16 trips Sunday: 0.79 x 13.5= 10.66 trips=> 11 trips Land Use: 710 - General Office Building Proposed Gross Floor Area (GFA): 4,500sf TRIPS BASED ON 1000sf GFA: Weekday: 11.01 x 4.5= 49.54 trips=> 50 trips AM Peak Hour: 1.55 x 4.5= 6.98 trips=> 7 trips PM Peak Hour: 1.49 x 4.5= 6.70 trips=> 7 trips Saturday: 2.37 x 4.5= 10.66 trips=> 11 trips Sunday: 0.98 x 4.5= 4.41 trips=> 4 trips TOTAL COMBINED TRIPS ESTIMATED FOR THIS DEVELOPMENT: Weekday: 117 trips AM Peak Hour: 15 trips PM Peak Hour: 15 trips Saturday: 27 trips Sunday: 15 trips [F=AS=r 3IDE LLC ,OFF ICE I WAREHOUSE DEWELOPMENT o[n7nn--n E T 3TH1F=1F=7 STDNIF= WALL MAGI87[E[R AL DISTH C7 F' EDERI OO U T 11MIJ A I I I I I I C) I I 0 IJ II I Ix Iv � I= L I~ Ia ce I0 I MM&O PARTNERSHIP PIN: 54-A-64 I tL I DB: 808 PG: 1459 I W ZONED: M2 � USE: INDUSTRIAL I� I I I I RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. ARCTIC FREEZER INC. PIN: 54-A-60 DB:436, PG.: 843 ZONED: M2 USE: COMMERCIAL RYDER TRUCK RENTAL, INC. / PIN: 54-A-60A DB:583, PG.: 165 ZONED: M2 USE: COMMERCIAL 50' Rlr (INST# 020018128) SPEED LIAl1T.• 25 mph o W SK = PIN: WA-W WT. 1 I ZOM Mil 1.9019 AM EX. WL- VACAff PR. M' 0Ff1C t* RICHARD S. AND JUDY S. SHADE PIN: 54-A-58 DB: 750 PG: 679 ZONED: M2 USE: INDUSTRIAL ® ER. RZI T. DB: 72, PG: 545 CITY OF WINCHESTER PLUMLY FLOORING, L.L.C. PLUMLY FLOORING, L.L.C. PIN: 54-A-65 PIN: 54-A-57 INST.#: 040025723 INST.#: 040025723 ZONED: M2 ZONED: M2 USE: COMMERCIAL USE: COMMERCIAL PROJECT OVERVIEW ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Ga. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE 818 HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE PER0FOOT. SITU) N THE GUTTER OVER NGTRA LIST OF DRAWINGS: SHEET 1 /9: COVER SHEET SHEET 2/9: SITE LAYOUT PLAN SHEET 3/9: SITE GRADING PLAN SHEET 4/9: SITE EROSION AND SEDIMENT CONTROL PLAN SHEET 5/9: CONSTRUCTION NOTES SHEET 6/9: SITE LANDSCAPE PLAN SHEET 7/9: STORM SEWER PLAN AND PROFILES SHEET 8/9: CONSTRUCTION DETAILS SHEET 9/9: UTILITY DETAILS AND WATER LINE PLAN AND PROFILE z� ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL EAST SIDE, LLC GFRICEIWLaG�3[EH0O MSIE DIEMIELOO pIM1ENT NORTH KENT STREET STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA FP PP CONSULTING ENGINEERS PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: off ice®pointerlewiscom JOB NO.: 0503004 SHEET: December 12, 2005 1 /9 Latest Revision Date: APRIL 12, 2006 V � 1 EX. CURB MAIN 1 EX. 8 "ID SAN. SEWER 1 EX. 4" PLA.-HP GAS MAIN (APPROX LOCATION) G— —G— —G— —G— —G— —II EN 1 EX. CURB 1 CONC. WALK o l /RF — — �1 REMOVE EXISTING HYDRANT ASSEMBLY AND PROVIDE NEW FH ASSEMBLY IN 1 Q_ LOCATION SHOWN. USE I EXISTING TAP AT MAIN. I v I COORDINATE WI TH Z OWNER TO REMOVE Q 1 I I EX. GA TE AND POSTS I 1 1 I � 0 1 ONE STORY BLOCK BUILDING 1 1 I 1812 FFE= 742. 93 1 ( I 1 I 1 � I 1 1 1 I I 1 I M 1 I I i 1 I 1 I I 1 I 1 � J i 1 1 I 1 1 1 1 1 I 1 MM&O PARTNERSHIP PIN: 54-A-64 1 I DB: 808 PG 1459 ZONED: M2 1 USE' INDUSTRIAL x lRF (17.95 PR 9"es C(1RP CTnp PLUML Y FLOORING, L.L.C. PIN: 54-A-57 INST I: 04002572J ZONED: A42 USE: COMMERCIAL ARCTIC FREEZER INC. PIN: 54-A-60 DB:436, PG.: 843 ZONED: M2 USE: COMMERCIAL WYE CONNECTION 0/H UTILITY LINE --y --- - - — - -- - - - --- -- -- PL UML Y FLOORING, L. L. C. PIN: 54-A-57 INST.,#.• 04002572J ZONED: M2 USE: COMMERCIAL O v O V O Q � 10 O RYDER TRUCK RENTAL, INC. PIN: 54-A-60A O l DB:583, PG.: 165 ZONED: M2 USE: COMMERCIAL l Z a. -END PR. 8"0 WATER LINE W/: EX. EOP PLUG AND MEGALUG RESTRAINT O gEND. CG-6 CG-12 W RAMP 8.00' EOP _ c EX. 15 RCP PR, 10'X50' TEMPORARY'w GRADING EASEMENT J N I STORM SEWER STRUCTURE TABLE Z U O PR. B-2 (DOG HOUSE) � Q i TOP= 742.00 Z 1 INV. IN= 739.40 (23"X14") a INV. OUT= 739.33 (EX. 18"0) 0 Q rn PR. DI-1 (CAST IN PLACE) _ o O GRATE= 742.00 W W INV. IN= 739.65 (23"X14") J � Q > INV. OUT= 739.60 (23"X14") J Q w ©PR. DI-1 (CAST IN PLACE) W GRATE= 742.50 I INV. OUT= 740.00 (23"X14") Li z Q W Z V) D D PR. DI-1 (CAST IN PLACE) m W C' O I O GRATE= 741.70 INV. OUT= 739.60 (23"X14") W W X: � Y IPR. DI-1 (CAST IN PLACE) J L)93' O GRATE= 742.10 Q J INV. OUT= 740.00 O Q W GRATE=1741 gp IN PLACE) ~ W Z W INV. IN= 738.80 (23"X14") w L) Z INV. OUT= 738.71 (EX. 18") 0 � 0 Zy a- O Q N � O OI �-10.01J HEAVY PAVEMENT SECTION N (SEE ON -SITE PVMT. DETAIL) N red E 00 ^ N O r 2) O RICHARD S.AND JUDY S.SHADE C N N 3 PIN: 54-A-58 N 08. 750 PG: 679 (0 ZONED: M230 -10.101' USE- INDUSTRIAL W Q' O p 'o 50'R C( L a) a� 11.49—�1.00' cn (n o o W -C s cTRANo ° FROMSCGO-6 TO TER ~ L` w MATCH CONC. APRON. Z END CURB 1' NDC — PR. 15'L X 10'W X 12"D COARSE AGGREGATE a I `D NO. 1 RIP RAP DUMPSTER AREA AND ENCLOSURE z V) (SEE CONSTRUCTION DETAILS SHEET FOR J w TYPICAL CONSTRUCTION INFO.) D Z RFC _ _ Z Z i.22'— O W 0{4�� zx o Or-' J N I No. 21621 lk�SSIONAL SURVEY: C.I.: PL-PLC NA DRAWN BY: JOB NO. 0 20 60 SS 0503004 SCALE: DATE: !Niii" 1"=20.0' 12/12/05 Scale 1 " = 20 ft SHEET: 9 I r ,y614� ,191 EX. CURB �� 74 WA TER MAIN Wo EX. 8 "0 SAN. SEWER °S c kti�EX. SA H 1N=736.5 1 EX. 4" PLA.-HP GAS MAIN (APPROX LOCATION) OUT=736.2 G— —G— —G— —G— - —G— —II 7 �1�¢� 7 T 1 EkUR CONC. W LK `k� tihk`►` �kry L k �61 0 1 /RFlK v 1 ° 742.2 TC Lf PL I I I Al I I I 1 3 � IONE STORY I 1 BLOCK BUILDING 1 I 1812 I � FFE=742.93 1 I `kti ml 1 `kti. 0 1 I I W I � J I 1 I I Q 1 I I 1 I I II 1 1 1 1 °*t 1 U 1 W � 1 z • 1 J � 2 O 1 I MM&O PARTNERSHIP v PIN. 54-A-64 1 I DB: 808 PG. • 1459 ZONED: M2 1 USE, INDUSTRIAL 1 1 743.30 1 I x TC 1 1 I 1 x 1 _ _ IRF X _ lRF?� � -x^ 1 �k' 1 1 9, 1 `k, 1 1 1 PLUML Y FLOORING, L. L. C. PIN. 54-A-57 INST., f!• 04002572J ZONED: M2 USE: COMMERCIAL GRA TE (741.19) INV. (739.03) ARCTIC FREEZER INC. PIN: 54-A-60 DB.436, PG.: 843 ZONED: M2 USE' COMMERCIAL 0/H UTILITY LINE PLUML Y FLOORING, L. L. C. PIN. 54—A-57 INST I. 04002572J ZONED: M2 USE.- COMMERCIAL RYDER TRUCK RENTAL, INC. PIN. 54—A-60A DB.583, PG.: 165 ZONED: M2 USE.- COMMERCIAL EX. EOP NOTE: Ow SLOPE PROPOSED ASHPHALT TO gyp, Lk� PROVIDE POSITIVE DRAINAGE TO `0Y THE PROPOSED STORM SEWER INLETS AND TO PREVENT THE PONDING OF WATER. (TYP.) 10'X50' TEMPORARY GRADING EASEMENT- I STORY SEWER STRUCTURE TABLE OPR. B-2 (DOG HOUSE) TOP= 742.00 INV. IN= 739.40 (23" X14") INV, OUT= 139.33 (EX. 18"0) ®PR. DI-1 (CAST IN PLACE) GRATE= 742.00 �kry INV. IN= 739.65 (23"X14") INV. OUT= 739.60 (23"X14") IC PR. DI-1 (CAST IN PLACE) I GRATE= 742.50 INV. OUT= 740.00 (23"X14") O PR. DI-1 (CAST IN PLACE) I GRATE= 741.70 INV. OUT= 739.60 (23"X14") I O PR. DI-1 (CAST IN PLACE) GRATE= 742.10 INV. OUT= 740.00 I, O PR. DI-1 (CAST IN PLACE) a GRATE= 741.80 INV. IN= 738.80 (23"X14") 1 INV. OUT= 738.71 (EX. 18") RICHARD S. AND JUDY S. SHADE PIN. 54-A-58 DB.• 750 PG.- 679 ZONED: M2 USE.- INDUSTRIAL 20 0 20 Scale 1 " = 20 ft '-�N EX. 15" RCP .01 0 0 0 O Z ZLLJ U C � Q a. � Q 0O w J w uj J' Li �—z (f)ZWD cn -j ui 0 �-=YOU (n w I Y � < Ix 3ZQw 0 w U Zw 0 Ow a- 0 ■ J a .. a o N r M E O A L- c0 in vi V) N N NILD ai 'O c CO 2 °) 000 +' �- a :3 N N U O N O O L O W(0 C 0N 0 0 H L.L- ZW Q a TH Op J N C. LNS � No. 21621 �`sSIONAL SURVEY: C.I.: PL-PLC 1' DRAWN BY: JOB NO. SS 0503004 SCALE: DATE: 1"=20.0' 12/12/05 SHEET: 3/ w In MM&O PARTNERSHIP PIN: 54—A-64 DB: 808 PG. 1459 ZONED: M2 USE: INDUSTRIAL III MIN 74 PLUMLY FLOORING, L.L.C. PIN: 54—A-57 INST.I.- 04002572J ZONED: M2 USE.' COMMERCIAL ARCTIC FREEZER INC. PIN. 54—A-60 DB:436, PG.: 843 ZONED: M2 USE.- COMMERCIAL PLUMLY FLOORING, L.L.C. SPIN. 54—A-57 INST I. 04002572J ZONED: M2 USE- COMMERCIAL O RYDER TRUCK RENTAL, INC. PIN: 54—A-60A DB.• 583 PG.: 165 ZONED: M2 USE: COMMERCIAL l 10'X50' TEMPORARY GRADING EASEMENT EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION (;E ............................... ENTRANCE 3.05 SILT FENCE j'F' x x 3.07 INLET PROTECTION 3.30 TOPSOILING ro 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCHING m 3.36 SOIL STABILIZATION BLANKETS & MATTING RICHARD S. AND JUDY S. SHADE PAIN: 54—A-58 DBr 750 PG: 679 ZONED. M2 USE.- INDUSTRIAL 20 0 20 60 Scale 1 " = 20 ft O O Z LrLJ U Z 0 Z Q O OF- Fn Z 00 II U Ld LLJ Z U M Q Z Q '^ �Q w L LiJ Lry 0 (n Z (A D (nDWa0 F- = Y < U (n W = Y Q J 3ZLAJ Qw 0 W U Z� 0 O0` � a_ O U J E +� Q) O (D in Lr) cn U) N N N 0 O cD (D N LU a; p O 0 q .� 1 : N N O U 0N O O (O s W (D d 0 -_ C N U p L- E Zw a Maui0V) z� w J �w V, Z Z O Z c) LLJ H 0 o J N C. LEMS ' No. 21621 .off cy'� oc, ^' G� �SSIONAL SURVEY: PL—PLC NA DRAWN BY: JOB NO.: SS 0503004 SCALE: DATE: 1 "=20.0' 12/12/05 SHEET: 4/9 Virginia Department of Transportation GENERAL NOTES: Staunton District 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY Rev. May 1, 2004 OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. VDOT General Notes 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND V1. All work on this project shall conform to the current editions of and latest revisions to SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and VIRGINIA, WHERE APPLICABLE. Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT Standards or Specifications and Regulations, the most stringent shall govern. 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) PAVING AND CONCRETE: Rules and Regulations. 1. THE PROPOSED ENTRANCES, MAIN DRIVE AISLES, AND AND LOADING AREAS SHALL RECEIVE A S DET L THE HEAVY PAVEMENT SECTION, DETAILED ON THE PLANS. PROPOSED PARKING STALL V3. When working within VDOT right-of-way, all traffic control, whether permanent or AREAS SHALL RECEIVE THE LIGHT PAVEMENT SECTION, AS DETAILED ON THE PLANS. ALL temporary, shall be in accordance with the current edition of VDOT's Work Area Protection POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO Manual. Furthermore, all traffic control flaggers must be certified in accordance with PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. Section 104.04(c) of the VDOT Road and Bridge Specifications. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE V4 The developer shall be responsible for relocating, at his expense, any and all utilities, AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS public utility companies. It is the sole responsibility of the developer to locate and identify OF VDOT. utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND V5. Design features relating to field construction, regulations, and control or safety of SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO traffic may be subject to change as deemed necessary by VDOT. Any additional expense VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY incurred as a result of any field revision shall be the responsibility of the developer. DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY V6. Prior to initiation of work, the contractor shall be responsible for acquiring all COMPANY. necessary VDOT land use permits for any work within VDOT right-of-way. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS arranged and held by the engineer and/or developer with the attendance of the contractor, NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF various County agencies, utility companies and VDOT prior to initiation of work. CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED BY MARSH cease for any undetermined length of time. VDOT requires and shall receive 48 hours AND LEGGE LAND SURVEYORS, P.L.C. (540) 667-0468. THE FIELD SURVEY HAS BEEN BASED advance notice prior to any required or requested inspection. ON NAVD 88 USING THE GPS METHOD. A CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN V9. The contractor shall be responsible for maintaining adequate access to the project ESTABLISHED FOR THIS PROJECT. from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, 9• ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in STONE PAVEMENT, WHERE APPLICABLE. Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO promptly rectified. EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site CONSTRUCTION NOTES: during and at the end of construction. EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT minimum thirty-six (36) inches cover and when possible shall be installed under roadway EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. drainage facilities at conflict points. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND caves, etc.) encountered during the course of construction shall be immediately brought to THE KENT STREET R-O-W. the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE design can be determined by the engineer and approved by VDOT. CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END V13. All fill areas, borrow material and undercut areas shall be inspected and approved by OF CONSTRUCTION. a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present in p p ese to sure the sample obtained is representative of the 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF location. When soil samples are submitted to private laboratories for testing, the samples ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY shall clearly identified and labeled as belonging a project be accepted by VD AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS and that with testing shall be performed in accordance with all applicable and VDOT standards and REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END procedures. OF WORK THAT DAY. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL E shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL determined by AASHTO T-99 Method A within n plus or rminus 2% of optimum moisture for VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE the full width of any dedicated street right-of-way. At the direction of VDOT, density tests REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. shall be performed by a qualified independent agency iin accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER unless specified otherwise. CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS plans and/or as specified by VDOT. DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND V16. The installation of any entrances and mailboxes within any dedicated street TO ALLAY DUST AT ALL TIMES. right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. account receivable basis following the Manual On Uniform Traffic Control Devices. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS V18. The developer shall provide the VDOT Residency Office with a list of all material SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND prior to acceptance of the work. Unit and total prices may be obscured. STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE certified compaction technician shall perform these tests. Certified copies of test reports PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" strip as specified in Section 315 and VTM-76. A certified compaction technician shall TOPSOIL OBTAINED OFF -SITE OR FROM THE TOPSOIL STOCKPILE ON SITE. THE TOPSOIL perform these tests. Certified copies of test reports shall be submitted to VDOT daily, SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the M MISCELLANEOUS: type and condition of the foundation. The contractor shall report findings of foundation 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs FIRE MARSHAL. shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation 2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE stabilization shall be determined by the engineer and approved by VDOT. BUILDING CODE (V.U.S.B.C.) AND SECTION 304, USE GROUP (B) BUSINESS OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION (NOTE: IBC 2000 CAN BE UTILIZED THROUGH V22. Approval of these plans shall expire three (3) years from the date of the approval MODIFICATION). letter. 3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED A V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans 2% GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. and/or as specified by VDOT. Al 17.1-92. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on 4. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS these plans in accordance with VDOT's installation criteria. Final approval of the guardrail AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL layout to be given by VDOT after grading is mostly complete. BUILDING CODE. 5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS (SOIL TESTING, CONCRETE, STEEL, ETC.) SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. EROSION EROSION AND SEDIMENT CONTROL NARRATIVE: Project Description EXTRA STRENGTH FILTER FABRIC The property delineated on this plan is located along North Kent Street, outside the Winchester City NEEDED WITH WIRE SUPPORT Limits. The site is currently vacant. The property developer proposes to construct two 9,000 square foot buildings with associated parking and truck loading areas to be used for office/warehouse purposes. Preparation for the construction of the proposed project will include the rough grading of STEEL OR approximately two acres of land. Grading operations will generate fill and cut material which will be WOOD POST utilized on -site. 'FLOW Existing Site Conditions The existing site is covered primarily by gravel and open field vegetation. The ground slopes down /�� FL0`R from a ridge line the divides the parcel east and west. Adjacent Areas �= The western property boundary is adjacent to North Kent Street (extended). The eastern property boundary is adjacent to an existing railroad easement. The property adjacent to the northern - boundary is currently vacant and the property that is adjacent to the southern boundary line is an I - !=- existing commercial development. -ii - I -III III 1110 FT MAX. SPACING WITH III III -III- I -III -I '- IRE SUPPORT FENCE Off -site Areas During clearing and grubbing, the site contractor may transport any residue off -site as required. During earthwork operations, the contractor may import materials as required to achieve final grades and specifications. PONDING HT. PONDING HT. Erosion and Sediment Control Measures STEEL OR WIRE & FILTER FABRIC WQQD POST ATTACH SECURELY 3.02 Initially, a 12'w by 70'I temporary stone construction entrance will be constructed at the 36 HIGH MAX TO UPSTREAM location of the proposed northern most site entrance. The entrance shall be maintained in a SIDE OF POST. condition which will prevent tracking or flow of mud onto the public rights -of -way. This may RUNOFF RUNOFF require periodic top dressing with additional stone or the washing and reworking of existing stone 9" M �- as conditions demand and repair and/or clean out of any structures used to trap sediment. All (RECOMMENDED) materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains STORAGE HT. must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under an circumstances. Y P Y I=I I 3.05 Silt fence will be installed downstream from the construction area and maintained until 12" MIN. I I I I°I-III= I 12" MIN.I I permanent seeding has been established. Silt fences shall be inspected after each rainfall and at 1 _ least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, i I II I IA-4"x6" TRENCH�- decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be I _=I WITH COMPACTED I I= =I I GRAVEL removed after each storm event. They must be removed when deposits reach approximately _I 1 III- BACKFILL +I I II 1 E one-half the height of the barrier. 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. 3.07 A straw bale and gravel drop inlet sediment filter will be installed around the proposed storm STANDARD DETAIL ALTERNATE DETAIL water drop inlets immediately after installation. The structures shall be inspected after each rain TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL and repairs made as needed. Sediment shall be removed and the traps restored to there original dimensions when the sediment has accumulated to one half the design depth of the traps. Removed sediment shall be deposited in a suitable area and in such a manner that it will not NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" erode. Structures shall be reimoved and the area stabilized when the remaining drainage area has 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE been properly stabilized. STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6" or as called TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. for on the plans. Topsoil shall not be placed while in a frozen of wet condition. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7 BACKFILL AND COMPACT THE EXCAVATED 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied all areas 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded CONTOURS TO MAXIMIZE PONDING EFFICIENCY. fora period of greater than days shall be temporarily seeded and mulched. To coincide with SILT FENCE DETAIL WITH WIRE SUPPORT the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is November 2004 through May 2005. 3.35 All seeded areas will be mulched in accordance with the schedule included on the construction plans. 3.36 The fill slope located between the asphalt loading area edge of pavement and the property A line adjacent to the ex. railroad will be stabilized with matting to promote the establishment of a vegetative cover and reduce erosion. The mat areas will be inspected after each significant rainfall event and repairs will be made as required. WOOD STAKES OR METAL REBAR Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b,'1000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib.ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Gross -(season dependent) Sept 1 - Feb 15: Annual Ryegrass 12 Ib/ac 98 85 Winter Rye 12 Ib/oc 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 TREA TAfENT - l ('SOIL +S'TABILIZA TI0N BLANKET) CUM 1 1-W WAERE THFPF K A RFRU AT THE TAP (T THE SLOPE. ARM THE MATERIAL OVER THE BEP.M AND ANCHOP IF RE-4IND THE BERM. ON .SHAL1LN SLOFES, STRPS OF NETTING PTQTEC-IVE COVERING,; MAY BE ArPLICD ACROSS n IE SLOPE. Ir'll'yl, 11 !1-,II i I�IF`YI-11-1i-;11 it ll"11= III II�II 1! II =11= ON SM SLOPES, APPLY PROTECTIVE COVERING PARALLEL To THE DIRECTION OF FLOW ARID ANCHOR SECURELY. BRING VATERIAL DOWN To A LEVEL MICA mroRr , TERM NATING THE WALLATIOPi. TURH THE END UNDEP +' SO STAPLE AT I INTERVALS. 2" kN D'TCHM APPLY PRO'rECTNIE CQYERMIC PARALLEL TO THE DIRECTION OF FLAW. USE CHECK SLOIS AS HLOLORLD. AEU JOINNG MATERIAL RV ThL CENILR Ot THE DITCH IF Al ALL KtSSOBLL. DRAIN GRATE LESS THA 5% SLOPI - _LPOND,ING HEIGHT ® �-- PLAN DROP INLET STRAW BALES STRAW BALES TIGHTLY STACKED OR OFFSET CORNERS AS SHOWN. GRAVEL BACKFILL GRAVEL BACKFILL EMBED STRAW BALE 4" MIN. INTO SOIL. NOTES: SECTION A - A 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5%) 2. EMBED THE BALES 4" INTO THE SOIL AND TTIFFSET IGHTLY ABUTINGS GO A EL PLACE A K ILL WILL ENDS STRAW W BALE/GRAVEL PREVENT EROSION OR FLOW AROUND THE BALES. J f�!'1Y� 3. THE TOP OF THE STRUCTURE (PONDING HEIGHT) DROP I N LET MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BY- SEDIMENT BARRIER PASSING THE INLET. EXCAVATION OF A BASIN ADJACENT TO THE DROP INLET OR A TEMP- ORARY DIKE ON THE DOWNSLOPE OF THE STRUCTURE MAY BE NECESSARY. SEQUENCE OF CONSTRUCTION 1. Establish the construction entrance. 2. Install silt fence along downstream perimeter of work areas. 3. Clear and grub the work area. 4. Strip, stockpile and stabilize topsoil. 5. Perform rough grading of the construction area. 6. Install utilities. 7. Install storm sewer inlet protection. 9. Perform final grading of site. Apply seeding and mulch and stabilization fabric. 10. Remove temporary controls after work areas have been stabilized. EXISTING ROADWAY SEDIMENT BARRIER (STRAW BALE TYPE SHOWN) SUPPLY WATER TO WASH WHEELS IF NECESSARY. Q Q Ld a- A 0_ & O O 0' O Z V) X L DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 % OR GREATER FILTER FABRIC SECTIONA -A NOTE: / SPILLWAY USE FIANDBAGS, STRAW BALES OR HER APPROVED METHODS TOrHANNELIZE RUNOFF TO BASIN ASQUIRED. FLOW FLOW 0 a a '319 0 o (fin A 2"-3" COURSE WASHRACK AGGREGATE "` g MIN. 6' THICK nl e °°moo o420 °`° �pO oo° `*Wo�M?gkYo` DIVERSION RIDGE 70' MIN. PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY PRIOR PUBLIC 3. WHENO WASHNTO NGC ISOREQUIRED, T SIHALL BE DONE GRAVEL ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP CONSTRUCTION 4. OR SEINSTDALLL NCATT EIN GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT SILT FENCE CULVERT INLET PROTECTION - ENDWALL L JI TOE OF FILL T I CULVERT I I of f -, J 1-0 0 �C _ TOE OF FILL SILT FENCE DISTANCE IS 6' MINIMUM IF FLOW f IS TOWARD EMBANKMENT L FLOW OPTIONAL STONE COMBINATION" 1.0' 1.5' FLOW VDOT #3, r357 OR #5 CVAMOL M""MLVAIC TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED 2.5' 1 RIPRAP Z O N Z O U W Q F- I 0 OIZ W 0 Z Z 0 D V) 0 V w J H Z _V _J �Z 0 9�wx J.. > W a W F-- (n Z �-- cn Z D �_3 LLJ 0 cn QQ Li] W X J X 0 - `�QW J I LLJ o W c,0 Z 0 W X (a- J a E C6L. •. o N N N rn rn 0 L N N I 1 3 v•° (0 (0 c0 L (0 °D Wrn0 �•p•v 0 J �' `�'0�® a Wr 0 4- N rn 0 a w E 0 m - I � - 'w a 00 SHE ch J LLJ � Z V) ELL OW IZZO �tizx o v f� N C. UNIS N0. 21621 �`sSIONAL SURVEY: M&L 1' DRAWN BY: JOB NO.: SS 0503004 SCALE: DATE: N/A 12/12/05 SHEET: 5/9 LANDSCAPE INSTALLATION: 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 2. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed. Grade finished planting beds so as not to impede surface drainage. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double —guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". 9. Use shredded hardwood bark mulch in all planting beds. 10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants. 11. All plant substitutions are permitted with consent from the Landscape Architect and the Frederick Co. Planning Department. 12. 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 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. 13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation. 14. All existing plant materials shall remain unless otherwise noted on these plans. 15. All plantings must conform to sec. 165-36B of the Frederick County Zoning Ordinance. NOTE: PLANT SPACING VARIES PRUNE ALL BROKEN, I WEAK BRANCHES. ALL SHRUB BEDS TO EXCAVATED OF ALL EX TO REQUIRED DEPTH A W/ REQUIRED SOIL MI; MULCH TO BE 3" DEP- COMPLETELY REMOVE � STRINGS, RIBBONS, AN TAGS FROM PLANT. REMOVE TOP 1/3 OF BURLAP FABRIC AROUN ROOT BALL. SCARIFY ROOTS ON PG. BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION NOTE: CONTRAC" HYDROSEI AREAS DI OF THEIR (2) UPRII TREES UI TO BE GI TREE WR RUBBER 2"x2" HAI 2 PER TF 12 GAUGE WIRE—DOt 4" MULCF 3" SAUCE EXISTING SOIL MIX COMPACTI TREE FRC UPRIGHT FIRM BEA REMOVE ROPE FROM ROOT BALL TREE PLANTING SECTION —� 74 20 LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: Interior Areas (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 40,756.25 sq. ft./2,000= 20.38=> 20 trees Provided Trees: 24 trees Required Headlight Screening: 3' high screen along Rights — of —ways and adjacent properties. Provided Headlight Screening: along Kent Street right—of—way 5% Interior Greenspace Greenspace Required: 40756.25 x .05= 2037.81 sq. ft. Greenspace Provided: 2123.73 sq. ft. (5.21 %) (1) Tree Per 10 Parking Spaces Trees Required: 50 spaces/10= 5.0=> 5 trees Trees Provided: 5 trees Zoning District Buffers/Screening: None Required. (All surrounding properties are zoned M2) =INSTd U40P$572J ZONED. M2 IISF• rnuvFRr/AI 60 PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS CL 3 Clodrastis lutea American Yellowwood 2" Caliper See Plans FP 10 Froxinus pennsylvanica Green Ash 2" Caliper 35' o.c. IC 84 Ilex cornuta 'Dwarf Burford' Dwarf Burford Chinese Holly 36" min. ht. 3' o.c. TD 4 Taxodium distichum Common Baldcypress 6' B&B 35' o.c. UP 12 Ulmus parvifolia Locebark Elm 2" Caliper 35' o.c. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING PLUMLY FLOORING, L.L.C. PIN. 54—A-57 INST., f!• 04002572J ZONED. M2 USE.- COMMERCIAL PR. 10X50 T GRADING E� �I O �I W 0— Q U (n 0 Z '' w J H Z U W Q a 0 Z !3 2* P, 0 :4 > J U Q V/ X w W o W (n Z W cn :3 oDLvUO U H=Y WWI Y Q ir J tZQw U ZIX 0 LA_ O� a- O V) U ■ a ■� �T0�o N O r- � U + N In I 3 N N N `° N �° N v'0 c 1 W oo J '��® c W(00�0= ° 0 V) ) E o C 0 U � E Z ILL) Q a TH 0 N EWIS a No. 21621 lk4l�_ISIONAL �'ti SURVEY: PL—PLC C.I.: NA DRAWN BY: JOB NO.: SS 0503004 SCALE: DATE: 1"=20.0' 12/12/05 SHEET: 6/9 DI-1 2' r B 1'-3.5' L21/2"x21/2"x1/4" 1 10'-4"LONG CAST GALV.. WELD ALL IRON STEEL CONNCET01RS sst TO COLLOR 3 LBS. 43.6 LBS ONE WELDED N LUGSING INCLUDINC CONN- J OI NT ECTORS 1/2"x4" STUD SHEAR CONNECTORS 91/2" f 12"* I I 4 -2" I I 2'-7" WWWW a m a a COLLOR N in a0 * ' 2" N 12" SECTION B-B NOTES B 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. LUGS TO BE FOR DEPTH GREATER THAN. 10. USE STANDARD ` CAST WITH COLLOR DI-1A. I 04 COLLAR DETAIL 3"0 WEEP HOLE 4" DEPTH AGGR. #68, #78, OR #8x6" WIDTH 12",15",18",OR 24" N N N M lk SECTION A -A .i CONCRETE QUALITIES FOR MINIMUM DEPTH 12" CONC. PIPE-1.440 Cu. Yds. CONCRETE 15" CONC. PIPE-1.528 Cu. Yds. CONCRETE 18" CONC. PIPE-1.620 Cu. Yds. CONCRETE t° 24" CONC. PIPE-1.817 Cu. Yds. CONCRETE ADD 0.469 Cu. Yds. PER ADDITIONAL FOOT OF DEPTH STANDARD DROP INLET 12"-24" PIPE: MAXIMUM 104.01 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED OPTIONAL FROM THE INVERT OF THE OUTFALL PIPE TO THE BRACE RIBS TOP OF THE 'STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND 1 /2"x1 1 /2"x4" LUGS THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. DOF 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, DIMTHE INVERT OF THE STRUCTURE SHALL BE SHAPED CASWITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. cq r-s 2'" l" "I D Cl 14 000000 000000 � N 4" 1 1 /2" D -W- 2" 1" 1" SECTION D-D 3/4" -- 11/4" SECTION C-C GRATE DETAIL DEPTH (H) 1 0 APPROXIMATE WEIGHT - CAST IRON GRATE 363 t 18lbs. ARGINIA DEPARTMENT OF TRANSPORTATION STORM SEWER PROFILE SCALES: (H) (V) 1" =50.0' 1" 5.0' 745 - ------ ----- - -------_------- _ - 745 OPO ED RADE --------- EXISTIN --------- _ __ __ _ _ -- ----- - - -- - - -- -- - - --- -- GRADE --- ---- ___. 7401 740 735 P, 735 _ PR. 35.0 CL. III ®0.85% -23"0 4" RC SLOPE EX. 44.00 0 0.84% 3L5VE 18"' RCP PR. 35.0 -23"04" RC P, - -- _- CL. III 0 0.57% SLOPE 730 725 725 � - - -- _ --- --.._ o � I\ 4- _ 0 �- O N U x II o- Cn O C I I R_ II=p u? II O ------ _ -Z � --0- -- -- --- w o - w CD O� 0) I I III Z,O p~ I O a_ O� - - --- f- o CD O I I O --- ------- -- ---~ O a) I I -- - -- III p - - -- ---_ -. -- + -- +- 10+00 11 +00 12+00 5. STEPS ARE TO BE PROVIDED WHEN "H" IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 7. #48" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS A 2"x4" NOTCH MAY BE PROVIDED. SEE STANDARID T-DI-3, 4 FOR ALTERNATE DESIGN. 8. 3" DIAMETER WEEP HOLE WITH 12"x12" PLASTIC HARDWARE CLOTH 1/4" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE TO BE 4000 PSI. 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. STORM SEWER PROFILE SCALES: (H) 1 " =50. - (V) 1" 5. ' ' 750 - __ 750 - -- -- PRO SED RADE EXISTING GRADE ----NG - 745 740 740 735 - 735 YR_HGL PR. ��. 27.00-23"x1 III 4 " RCEP, - 17EX.44.00 18"84% OPE 725 725 0 N � N m U-x I- O O p .4 Cn s}pr) p') n II II - Q � Cn a II - -- - -- -- - - 0 __- -----4M� n - ---- -- p - - _ + II II z - p z-- z z # 10+00 11 +00 I HOLE (AS REQ'D) H (LIN. FT. FOR MANHOLES) if �STEPS (AS REQ'D) ,-WEEP HOLE (AS REQ'D) I H Q (LIN. FT. FOR MANHOLES) 6" X 6"- W5.5 X W5.5 2" 2" WELDED WIRE FABRIC OR FOOTING EQUIVALENT AREA MONOLITHIC D + 8" + 2x- B-2 NOTES: DOGHOUSE WITH FOOTING 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, "H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ECT. 2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199. 3. CONCRETE SHALL BE 4000 PSI. 4. WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR NEATLY CUT AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 6. "D" IS NOMINAL DIAMETER. 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR POUNDING OF WATER IN THE STRUCTURE. 8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. JOINTS ARE TO BE SEALED WITH MORTAR, 0-RING GASKETS, OR BUTYL RUBBER. STAN DAR D P R ECAST VDOT 2001 STANDARDS 103.11 STORM SEWER PROFILE SCALES: (H) 1" =5 .0' .0' (V) 1" - 750 750 - - - _ - - 745 gQPOSED RADE 745 _- EXISTING__ RADA -.---- - -- 740 - -- 740 -- -- - -- - -- -- -- -- -- - -- -- ------- 10 YR HGL ---- PR. 235_00 23"0 4" RC -- -- - ---___ 735 - CL. III 0 0 51 % SLOPE 735 EX. 15" RCP _- 725 725 Iq _ � w ►- - O �r + O I\ GO c6 I CD O III- z z O� LO �. z 10+00 11 +00 12+00 ALTERNATE JOINT DETAIL DIMENSIONS D X MINIMUM Y SUGGESTED MINIMUM MAX. PIPE SIZE ABSOLUTE MAXIMUM *36 4i 6 180 21 48„ 5 6„ 24 27*p 60„ 5„ 8„ 36„ 42„ 72" 6„ 8" 48" 54" 84" 7" 8" 60" 66" 96" 8" 8" 66" 72„ �k DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED TO 4'-0" MAXIMUM. ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND ONE PIPE EXITING STRUCTURE) BAS E U N ITS NOT TO SCALE �I 0 OI Z L1J J LL 00 Q Q LLB 0 Q (n Z � Q 0 W W V Z_ 0 C� W W U wJ> J��< Ja(nx� V) ~ ~ Z 0 Z (n 0 (n g w 0 F- m: V cn W Y 3 Z Q W 0 U Zw 0 CL O� 0 V) V J a E o V_ N N rn U0 r, rn Ln 0 ui ° 0 COO COO Uj c J �`��a `) LO Ln c li W 0 � � c � O 0 E 0 _ U N U W O Z I- L� R IL O(f) Z0� JW Lj :DZ In Olilgill c) IZ ANC. � jIS a No. 21621 Off, �SSIONAL SURVEY: C.I.: M&L N/A DRAWN BY: JOB NO.: SS 0503004 SCALE: DATE: N/A 12/12/05 SHEET: 7/9 COMBINATION 6" CURB & GUTTER NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) F GUTTER TYPICAL 1' NOSE DOWN CURB NOT TO SCALE 6" -- i 6 II .a 13 n n. 7 " 6„ 21-0rr CG-6R COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 3.5' (OR AS SHOWN ON PLANS) 4 EXP. JT. MAT'L J 4" CRUSHED STONE -� (3000 PSI) 4" CONIC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK/CURB DETAIL NOT TO SCALE �-AS SHOWN ON PLANS A - e ...... ...... I .. . ........ ...... ..... j 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE J� ** PR. STREET OR CG-11 I Q wI A AISLE APPROACH TO J BE THE SAME AS 'V) MAINLINE ROADWAY. NI a Q (RADIUS TO BE AS SHOWN ON PLANS) (RADIUS TO BE AS I C I C Flo 0 SHOWN ON PLANSZ viw I� RADIAL COMBINATION - 4' � CURB & GUTTER (ST'D. CG-6) SIDEWALK 6" EXPANSION JOINT A * OPTIONAL FLOW LINE NOTE: WIDTH "B"= 2'-0" MAINLINE ROADWAY OR AS SHOWN ON TYPICAL SECTION PLAN VIEW 10' TRANSITION CONIC. GUTTER FROM CG-6 TO CONC. APRON. ASPHALT LOADING AREA 1' NDC CONC. APRON CANE BOLTS ATTACHED (SEE LAYOUT PLAN TO GATE FOR DIMENSIONS) BORE HOLES IN CONCRETE TO ACCEPT CANE BOLTS FOR BOTH OPEN AND CLOSED POSITIONS (2) 6' GATES SEE ELEVATION DETAIL THIS SHEET 5.67' 6" CONIC. SLAB 0.66 12.00' W/ 6 X6 X10/10 WELDED WIRE MESH DUMPSTERS BY OTHERS PLACE 4"x4" POST----,,wD- FLUSH BEHIND EDGE OF CONCRETE O _j FENCE (SEE DETAIL THIS SHEET.) 6" DIA. STEEL PIPE FILLED W/ CONIC. (PNTJ.) 3.581' 4.83' 4'-0" HT. WITH 18" 0 CONC. FOOTING - 3' DEEP W/ WELDED HOOPS (2 TOTAL PIPES) PNTD. PER 3.95------ �-4.44'- 12.82 _ OWNER SPEC. TRASH ENCLOSURE N.T.S. -�4 B� T,= n 2"R 6 ` r, I PR. EOP o rri NOTE: THIS DETAIL SHALL BE MIRRORED TO CONSTRUCT THE BUILDING B DUMPSTER AREA. CLASS A3 (H.E.S.) CONCRETE SECTION C-C ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. ® WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE SION JOINT DEPTH FOR SIDEWALK AND CURB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". WHEN STADARD CG-11 IS USED FOR ENTRANCES BUILT IN CONJUNCTION WITH VDOT PROJECTS, PLEASE NOTE THE FOLLOWING: EDGE OF SHOULDER o PARABOLIC 8% MAX. SLOPE CHANGE D ** MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE OPTIONAL FLOW LINE CURVE -- STABILIZATION REQUIRED FOR MAINLINE PVMT. ® -�- D WHICH CAN BE OMITTED IN THE ENTRANCE.) ® RADIAL CURB OR COMBINATION CURB AND MAINLINE ROADWAY ANY GUTTER SHALL NOT BE CONSTRUCTED �_ D BEYOND THE R/W LINE EXCEPT FOR 87MAX. ® �� REPLACEMENT PURPOSES. 5> SLOPE CHANGE �- 40' MIN. FOR D WHEN USED IN CONJUNCTION WITH STANDARD MIN. I STREET CONNECTION -� 20' DESIRABLE FOR COMMERCIAL ENTRANCE SECTION A -A GUIDELINES FOR GRADE CHANGE D ENTRANCE VOLUME DESIRABLE MAXIMUM HIGH (MORE THAN 1500 VPD) 0% 3% MEDIUM (500-1500 VPD) <3% 6% LOW LESS THAN 500 VPD) <6% 8% METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VDOT 2001 STANDARDS NOT TO SCALE CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. * PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOW LINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. HEAVY LIGHT -1.5" SM-2A 2" SM-2A-� -3" BM-2 -8" 21-A 8" 21 -A,`-`----`--..'. _ COMPACTED COMPACTED _4 I -III -I II -III -III= SUBGRADE SUBGRADE -III-III: =I 11=I I I_ 1 I ; I I I I F, _ � I- NOTE: HEAVY PAVEMENT SECTION IS TO BE APPLIED TO THE PROPOSED ENTRANCES, LOADING AREAS, AND ACCESS AISLES. LIGHT PAVEMENT SECTION IS TO BE APPLIED TO THE PROPOSED PARKING STALLS AND ADJACENT TRAVEL AISLES. (SEE PLANS FOR ADDITIONAL INFORMATION) ON -SITE PAVEMENT DETAILS NOT TO SCALE 0.375" x 6"0 CONC.-FILLED STEEL PIPE PAINT RED FINISHED GRADE 18" DIA. CONCRETE(3000 PSI) BOLLARD DETAIL NOT TO SCALE L A BO CAD 18 GATE HINGE C3 X 4.1 GATE FRAME- PROVIDE TRIANGLE OF 1 /4"X8"X8" WELD C• 1 • 'I 1 '•M 1 � 1 • ' uuuau rulruulr wnumrlr I� nuuunn - rr� STANLEY #1010 STEEL 18"� I CANE BOLT -ONE PER GATE 0 CASTER -ONE PER GATE ELEWION-DUMPSTER ENCLOSURE NOT TO SCALE PER PLANS ................................ ....... 4" CRUSHED STONE (3000 PSI) 6" CONIC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) CONCRETE SLAB DETAIL NOT TO SCALE w w Z Z J _l Z L 3 3 ui tr W W X !Z U Y w IO a 30't EX. KENT STREET. PROP. TURNING LANE 5' R-O-W� 12' LANE DEDICATION 14 CROSS SLOPE = 1/4":1' OR AS REQ'D TO PROVIDE `:::::: CG-6 I 71711.5" SM-12.SAI f I.-I'I' j ' i '�' i_.;.'..........:::.:.:.:.:.:.:.:.:..:.....:.:.:.:.:.:.:.:.:...'.'.-I II III,;,I II_,I IIII�IIIiI�IIII=,IIII-;IIII; ;1'11-ifi�iiiIi 3" BM-25.0 8" 21-B 12" COMPACTED SUBGRADE 3.5' CONC. SID TYPICAL STREET WIDENING SECTION NOT TO SCALE Ln 0 VAN ACCESSIBLE SIGN -12" x 18" STD. RESERVED RESERVED PARKING PARKING --STD. U-CHANNEL M Ltd Z POST VAN ACCESSIBLE rlE6 rrnA�n I+ao-mo w rolA�n Ilao-soo C� TOM-AMAY 201E IOW -AWAY ZOIE GN ACCESSIBLE S PROP. GROUND SIGN Q HANDICAP SIGN DETAIL NOT TO SCALE END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, co 4" WIDTH, 2' CC; 45' ANGLE o o` OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE 2x4 TOP RAIL 1x6 BOARD, FRONT & BACK TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) 2x4 MID RAIL 8'-4x4 POST 0 8' CC 2x4 BOT. RAIL ATTACH RAILS TO POST PROP. GRADE W/3-1Od(EA. RAIL) t P>` 12" DIA. POST HOLE, FILL W/CONC. NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. PROPOSED FENCE DETAIL NOT TO SCALE ;SABLE RUCTION ST'D CC OR CG- 20: eg° 41 TRUNCATED DOMES A TANGENT PLAN ® 7' WHERE STD. CG-3 CG-7 IS USED. SECTION A -A 5'-9r, u.. /5 DOWELS, 8' LONG 71 12' C-C ERMISSABLE LOPE: 12:1 CONSTRUCTION JOINT MAXIMUM 41-_\ CURB SECTION B-B AT M, 2- HIGHER THAN ■ EDGE OF PAVEMENT 2, A0T M M ,P OF CAMME AS MIN TYPII PLAICMENT TYPE C (PARALLEL & PERPENDICULAR) AT INTERSECTION APPLICATION " WITH BUFFER STRIP DIA. THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE ;e .-- USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60' x 80' MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET . DIA CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. NOTES 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL OTHER TRUNCATED DOME TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE DETAIL ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). 2 a" TRUNCATED DOMES 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE C-C CONSTRUCTION JOINT WITH REQUIRED BARS. --- "--- OO O 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CON BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 x 8' PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, OO O O MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER 1'/2'. SLOPE TRANSITIONS TO CURB RAMPS ARE INCLUDED IN PAYMENT OF j� 8. CURB/CURB AND GUTTER ADJACENT CURB/CURB AND GUTTER. aU OO O O O O O 000 ' 1 7. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. OO O OOO 000 0000 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY OF WHETHER SIDEWALK IS EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC... CROSSES A CURB REGARDLESS WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP OO O 0000 OOO 000 RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. 9 RAMP MAY BE PLACED ON RADIAL OF TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN VARIABLE 3' MIN. PAY UMITS THE LIMITS OF THE CROSSWALK. 10. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7'. CG-12 DETECTABLE WARNING SURFACE TYPE C (PARALLED do PERPENDICULAR) APPLICATION N.T.S. VeugNIA DEPARTMENT203.05 al TRANSPORTATION 2003 V) _J Q 0 O U Z 0 Lv J F- IN Z U m Q Z 0 J >x J> J LLQ�`JJ (_ w Wab 4,J V, W _ocnz 0 D (nDWUO cn W = Y 6 ! x� z uj W W Lai Z� 0 LLLL 0 LL O U J a E en +� � N N N CA Ln �, 0 U c CV N I N 3 N 3 .c CT C° 00 1 � - W J ��-a ` ��0 _ C a) 4-- W Q) L-_ U 0 _ U ?� N U p E Lli Q a �41, HN C. LEWIS a ' No. 21621 04 SSIONAL SURVEY: M&L N/A DRAWN BY: JOB NO.: SS 0503004 SCALE: DATE: N/A 12/12/05 SHEET: 8/9 50 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES NNECT TO EX. 8"0 W.L. END PR. 8"0 W.L. WITH PLUG i AND MEGALUG RESTRAINT -^ TEE WYE PR. 8"0 CL. 52 DIP WATER IN -- --------- ------ � 1------ � CAST MEon cLFAN our cWr wrLH aLMLL4 CORP STOP N. 50 ROW KENT �T. EXTEN _, PIP WATL ERLINE � MODEL Ph4W-CSK (4,) y — — — — — — — — — — — — �� •� WR 21 — — — — — — — — — PANE LA MODEL PAMV-cx (B•) 4B• / ei r _ 2 rYr� r r r tea_ r r' r PR 2 W. n PPEI PLR. BUIILDING I A i 0 50 Scale 1 RR = 50 ft " TYPE K / :R W.L. 1.�..111(..�.1�.. 150 9°l��C ST184�= �! -- I - 1__ P BUILDING B I CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES SANITARY Sam MAN Sm ]6 PIiIMNUFAcnmED �q UNLESS OYIIOIWISE TEE OR WYE SHOW ON PLANS SBR 21 OMQIED PPE AND FITTOM ,r• MIN SEWER SEANCE CONNECTION STANDARD ORMANAR PER SPECRICAT,ONS BEDDING THROUGHOUT CLEAN OUT 0 �-- PROPOBED SEIMCE LATERAL Te L RIOD FIRIl00 COINING. EXISTING SEANCE LATERAL STANDARD STANDARD SANITARY DATE: 9/01 DETAIL NO. LATERAL CONNECTION SS- 3 SCALE: NONE WATER LINE PROFILE SC LES: (H) 1" = (V) 1" = 0.0' 5.0' --------- -------- EX. GRAD — — ee•� --- — ---- - X.. 18"0-RCP_ STORM 22 4C6V 740 -_-- _81" 735 KNANUL PR._ 8"0 CL 52 WATER LINE - _ 735 DIP----- -- -- - - _ - _ O U a730 --- X Of — LLJ w ♦- U Ld z O O + O of ww Ld Mx J Q ao z V Q -- - O� pz IF. 10+00 11 +00 12+00 13+00 14+00 WATER LINE PROFILE SCALES: (H) 1" -50.), (V) 1"5.1c, -- -! EX. GRADE 740 V 735 PR. 6"0 CL 52 DI oP WAl t K LINE _ -- a o- _ 9 Z N __.— .a- to TO . I� ._ . - - ----- _ . J -- - -- --- d 3 - -- O +_725 ---- a H ULLI_ Zn O6U — O - --- -- a 10+00 11 +00 PRDMMAIFACRMED TEE OR OR WYE J MM OF NODE COIN. TO E AT CROWN OF SEWER L--- smwuw STANDARD STANDARD SANITARY DATE: 9/01 DETAIL NO. LATERAL CONNECTION SS-4 SCALE: NONE CITY OF WINCHESTER, VA • WRE1E THE TRNCN BOTTOM Is ROCK R SHALL E EIIGJNATED DEPARTMENT OF PUBLIC UTILITIES TO A MNOAN E B" BELOW THE BOTTOM OF THE PIPE AND 1100OR1ED WITH BEDDING MATOMAL FIVE OF HOOTS• DOW ! STONES • WHERE SUBGIMDE IS UNSTABLE. PPE SHALL E BEDDED ON A MINIMUM OF B" BEDDING MATOML • IMOTILL TO E PLACED N 12" LIFTS AND COMPACTED ro I10K OF W170MLIM DRY DEN■TY REPLACE SMEACE N KIND MCK FILL WY E E%g1VlOED STENCH WTFANL E%CEPT MGNLY .. .. . AND ORQNAC SIL1S k CLAYS ._: _ --• _'� FREE OF ROOTS. DO W !STONES .'T-� - •';..` "3'�- - � - LARGER TWAN 3" DMIIETER la sum O.D. + 24" STANDARD STANDARD BEDDING DETAIL DATE: 9/01 DETAIL NO. OUTSIDE TRAFFIC AREAS (PVC OR DIP) WS - 1 SCALE: NONE CITY OF WINCHESTER, VA In• W Y 3D•• NM DEPARTMENT OF PUBLIC UTiL.ITIF_ ��,c Y �roLrEn�t 1' oOPPER I I' CON" nABW fir♦ T1MBri' �l,Lr TYPICAL METER SETTING INCLUDES: 11'� 1 • MET" SUMJED BY THE CRY OF WV40MM YOKE INLET VALVE - FOLIO MODEL 84"-344W YOKE OUTLET WLVE FORD MODEL HNT.A04--"M i POKE ft" - EGAD "m , COIrORATION STOP - FOIE 1' MODEL 1`9e00 OR A.Y. M CDOWAD MODEL 4701 a-22 META BOX COVER - X32T WITH STA1O1110 PEN►AOON NUT WOER E7IIQI M IMND - Exr T ' METER SOX - 24*JLW HIGH DEMIITY POLWfl4YLEIE 2' _ 6" I VARIES Alm Nl< r rofW or i NEW BOK 1 wl E�+el PL�rE Z 1 y' • _ me OOIK71 I • ' • JI AND Ly.J •' -,' .�, I COEENEC'IOR I 0r1 wl 1_00 BRASS AMU METER VALVE 00 M WITH COPPER FTITMIG • • OBE fl i L YN I• ME M wNl[ CHECK VE j I T,pE "K' 1' COPPER I 1' COPPER TUB= TU G _ I i 4' MIN. /37 STONE i FIRM UFn1STU1�ED 1 1 BRRMBS EARTH -- I COUPLMG NUf i I CRMIPED I 1" COPP81 PPE OUTLET MMTER MAIN CORP011ATION COCK ASSEMBLY STANDARD TYPICAL 1 INCH WATER SERVICE DATE: 4/05 DETAIL NO, SCALE: NONE D- CITY OF WINCHESTER, VA FIRE HYDRANT SHALL BE TRAFFIC MODEL DEPARTMENT OF PUBLIC UTILITIES RESTRAINTS SHALL BE BY MEGA-LL1G FLANGES 4 - 1 /2" STREAMER NOZZLE SHALL FACE THE ROADWAY 4Y r«rr f Of of Of001 � •eye°e�e��e:•• •:•:•:-••:•:°:•: •ift:tti=�=ti�� e-ee��e-e e-e•ee•e-e-e• 1 2" o e�eve t eeeisie••-•:�i F- o •:. •� 3 x O U e•.•e•e ••e•••••.•.•.• w N eeeeee• H < 12"Bee - eee•eebsb-••�•ee•••e•e•e•e°e e e e e e e e e e e e e e e e e e •!-ge•e•e a-eee•s s e•�•eve ese e• • •• e e e e o e e e e B e e• 4fr4A« Nxr«r _ WINCHESTER APPROVED FIRE HYDRANT 18' SQ - 4" THICK 2" MIN. 6' MAX. CONCRETE PAD REQUIRED IN UNPAVED AREAS r««r 0of «NYK NYMTK �MTNi :.a.. r ir i' • f ' SCREW TYPE Z ADJUSTABLE VALVE BOX 7 CU. FT. MIN. #57 STONE - CO �ee�e•��eieeieo :�:�e•:�:�:� GATE VALVE Ae•de°e•ee•.°e° •e°e°e4•e°e e-e•e°e•e• •de•. .•e•e•e•e•e ee•••ee•:•eea )•eeee•O ee•eee•ee•ee e•ee�e•O-e .,. ees e•e 4" °' ' , ,�.. .•:•:•:•:•:•:•:•:-:•:•:•:: CDNCETIE 1 4" i:�:•ems-:�:�:�:�:�:�:�:�:�:e°a THRUST BLOCK • • I:�:�:�: HYDRANT TEE e-:' -4•:•eb �•e-seee•ee44-e•e e e e e e e e e e e e e e e e AR-2-52- BOND BREAKER ONE LAYER #15 FELT 18" STANDARD DATE: 9/01 FIRE HYDRANT INSTALLATION DETAIL NO. SCALE: NONE WD- 8 CITY OF WINCHESTER, VA • MlEIE THE TIEIICM BOTTOM IS MOCK R SRVLL E E)(GWATED DEPARTMENT OF PUBLIC UTILITIES TO A M■■" OF IT' BELOW THE BOTTOM OF THE PIPE AND MOOxLED WITH BEDDING MATDBAL FREE OF ROOTS. DEBRIS ! STORES • WIEIE SUBMIRDE ■ LRNSTANZ. PRE SHALL E BEDDED ON A M■iRAM OF B" BEDDING MMTEIML • mAcw LL TO E PLACED N 12" UFOs ARID COMPACTED TO BOK OF MMIOM" DRY Od■IY REPLACE SLI11FACE N KIND VOOT CIAs 21A MGJPILL PLACE IN NCH LIFM COMPACTED TO BBR of MAX TRIM DRY DENIM //////////////////// / I la I I- —I ///////// VOOT CUM / 57 BIDONO- -I _ 0 0.0. + 24" STANDARD STANDARD BEDDING DETAIL DATE: 9/01 DETAIL NO. WITHIN TRAFFIC AREAS (PVC OR DIP) WS - 2 SCALE: NONE W ]�_cn 0 z Qz wo Z ►_ J � Z W U � Q W Q GJ � W ~ N .- O Z J 0 Z a• Q 0 J Q Q Z og _ W J Z � J IX Q 3 f— W 0 i 0 lx I LLj Y 0 VIZ inD (n D =YOU LJ 0 H- (n W = Y Q Ix `ZQW IX W W Z LLIJ ��j0 LL- O ,� LL O � d ■ J E o 04n rn cn C4 CN I 04 I 04 3 N L a) a) (D,o(Do J V) Lr) :3 a) N cm_ U 4 W U V) s (0 0 a 0 _ LL E a 0 V) Z JW LLJ V) �:) Z Z CD Ow H OF L f1P {��Aj,T �O f HN C. LMS ' No. 21621 �SSIONAL SURVEY: C.I.: NA NA DRAWN BY: JOB NO.: NA 0503004 SCALE: DATE: N/A 12/12/05 SHEET: 9/9 GENERAL NOTES 1. The property delineated on this plan is located along North Kent Street, outside the Winchester City Limits. The site is currently vacant. The property developer proposes to construct two 9,000 square foot buildings with associated parking and truck loading areas to be used for office/warehouse purposes. 2. Property Developer Contact: Mr. Bill Martin East Side, LLC 812 North Kent Street Winchester, Virginia 22601 Telephone: (540) 662-5994 3. Engineer/Landscape Architect: Contact: Mr. John Lewis PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone: (540) 662-5792 4. Topographic information shown on these plans was provided by Marsh & Legge Land Surveyors, P.L.C. (540) 667-0468 5. Site Data: Existing Parcel Area: 1.90 Acres Proposed Right-of-way Dedication: 0.04 Acres Proposed Parcel Area: 1.86 Acres P.I.N: 54-A-65A Zoning: M2 (Industrial General District) Magisterial District: Stonewall Existing Use: Vacant Proposed Use: Office/Warehouse (No Retail Use) Front Yard Setback (R.O.W.): Required- 75' Provided- 91.00' Rear Yard Setback: Required- 25' Provided- 51.20' Side Yard Setback: Required- 25' Provided- 39.86' Maximum Building Height: Allowed- 60' Proposed- 30' F.A.R. Allowed- 1.0 Provided- 0.22 Building A Floor Area= 9,000 sf Building B Floor Area= 9,000 sf Total Building Floor Area= 18,000 sf Greenspace: Required- 15% (0.29 acres) Provided- 24.41 % Impervious Area: Allowed- 85% Proposed- 75.59% Total Building Footprint Area= 18,000.00 sf Total Asphalt Pvmt. Area= 40,756.25 sf Total Concrete Pvmt. Area= 2,485.95 sf TOTAL= 61,242.20 sf 6. Parking Space Requirements: Property Line Setback: Front (R-O-W)- 25' Provided- 25.00' side/rear- 5' Provided- '6.81 Parking Spaces: Required- (1) space per 250sf of Office Space 4,500/250= 18 spaces Required- (1) space per employee for Warehouse Space Estimated number of Empoyees= 24 TOTAL SPACES REQUIRED: 42 TOTAL SPACES PROVIDED: 50 Loading Space: Required- (1) space for 30,000sf-100,000sf of office floor area None Required (4,500sf proposed) Required- (1) space for each 40,000sf of warehouse floor area None Required (13,500sf proposed) Provided- None 7. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 8. Landscaping, Buffers, and Screening: See Sheet 6. 9. Lighting: Exterior lighting will consist of wall mounted lights. All lights will be installed to prevent off -site glare. 10. Trash Receptacles: (2) Dumpsters with wooden screening fences are proposed for this site. 11. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. 12. Storm water runoff generated by this development shall be managed in two ways. Half of the storm water runoff will be directed to flow by overland relief to the eastern boundary line where it will then be collected in an existing drainage swale off -site. The remaining storm water runoff shall be directed to flow to proposed storm sewer structures near the Kent Street righ-of-way. The proposed storm sewer system will then discharge into the existing 18" storm sewer structure located under Kent Street. 13. Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- According to the Flood Insurance Rate Map for Community Panel Number: 510063-0115B no floodplains exist on or near this site. Sink Holes- No sink holes have been identified on this site. Steep Slopes- No steep slopes have been identified on this site. Woodlands- No woodlands have been identified on this site. 14. All proposed utilities shall be placed underground. TRAFFIC IMPACT ANALYSIS Data Source: ITE Manual, Seventh Edition Land Use: 150 - Warehousing Proposed Gross Floor Area (GFA): 13,500sf TRIPS BASED ON 1000sf GFA: Weekday: 4.96 x 13.5= 66.96 trips=> 67 trips AM Peak Hour: 0.57 x 13.5= 7.70 trips=> 8 trips PM Peak Hour: 0.61 x 13.5= 8.23 trips=> 8 trips Saturday: 1.22 x 13.5= 16.47 trips=> 16 trips Sunday: 0.79 x 13.5= 10.66 trips=> 11 trips Land Use: 710 - General Office Building Proposed Gross Floor Area (GFA): 4,500sf TRIPS BASED ON 1000sf GFA: Weekday: 11.01 x 4.5= 49.54 trips=> 50 trips AM Peak Hour: 1.55 x 4.5= 6.98 trips=> 7 trips PM Peak Hour: 1.49 x 4.5= 6.70 trips=> 7 trips Saturday: 2.37 x 4.5= 10.66 trips=> 11 trips Sunday: 0.98 x 4.5= 4.41 trips=> 4 trips TOTAL COMBINED TRIPS ESTIMATED FOR THIS DEVELOPMENT: Weekday: 117 trips AM Peak Hour: 15 trips PM Peak Hour: 15 trips Saturday: 27 trips Sunday: 15 trips [EAS=r 8 [O[E LLC FFI E / AREHOO E DE EL • ' ME T OORTH E T TREET STONIF= ALL MAGISTIE[R AL DI371R C7 FREDERIC OO U TY I' GI IA I I I I I Iv I II 0 Ix �)I� a. N IM IL I� I0 a- I0 I MM&O PARTNERSHIP PIN: 54-A-64 I I DB: 808 PG: 1459 I W ZONED: M2 I z USE: INDUSTRIAL 13 I I I I RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. ARCTIC FREEZER INC. / RYDER TRUCK RENTAL, INC. / PIN: 54-A-60 PIN: 54-A-60A DB:436, PG.: 843 DB:583, PG.: 165 ZONED: M2 ZONED: M2 USE: COMMERCIAL USE: COMMERCIAL AVAnY 50 ' Rlr (NST# 02001 B12B) SPEED L(WT.• 25 mph 0 EAST SOL LLC P*. INST® /: 05M00041 I Y ° 112 1.9018 ACRES M UM- VACANT PR. W.- /W - ,. A' far RICHARD S. AND JUDY S. SHADE PROPOSED BUILDING A :`f PROPOSED BUILDING B PIN: 54-A-58 DB: 750 PG: 679 ' ZONED: M2 USE INDUSTRIAL ® ® EX. s DB: 72, PG: 545 My nr wlmrucsrcR PLUMLY FLOORING, L.L.C. PIN: 54-A-65 INST.#: 040025723 ZONED: M2 USE: COMMERCIAL PROJECT OVERVIEW PLUMLY FLOORING, L.L.C. PIN: 54-A-57 INST.#: 040025723 ZONED: M2 USE: COMMERCIAL ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT G6. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1 /9: COVER SHEET SHEET 2/9: SITE LAYOUT PLAN SHEET 3/9: SITE GRADING PLAN SHEET 4/9: SITE EROSION AND SEDIMENT CONTROL PLAN SHEET 5/9: CONSTRUCTION NOTES SHEET 6/9: SITE LANDSCAPE PLAN SHEET 7/9: STORM SEWER PLAN AND PROFILES SHEET 8/9: CONSTRUCTION DETAILS SHEET 9/9: UTILITY DETAILS AND WATER LINE PLAN AND PROFILE ZONING ADMINISTRATOR DATE o APPROVED "9 FREDERICK COUNTY VIRGINIA 00 ' d"s SITE PLAN VALID FOR FIVE 5 YEARS FROM DATE OF APPROVAL �.. -' SITE PLAN VALID FOR TWO 2 YEARS FROM DATE OF FCSA APPROVAL FQ�E37 SODE9 LLCM NORTH KENT STREET STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA AL PP CONSULTING ENGINEERS PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office®painterlewiscom JOB NO.: 0503004 SHEET: December 12, 2005 1 /g Latest Revision Date: APRIL 12, 2006 Qi� PP ?"a MPP CTnP 0 1 EX. CURB MAIN 1 ' EX. 8"0 SAN. SEWER ' EX. SA N. Mh RIM= 742 27 IN= 736.57 1 EX. 4" PLA.-HP GAS MAIN (APPROX LOCATION) OUT=736.27 G— —G— —G— —G— —G— —iI END CG-6 1 EX. CURB 1 CONC. WALK PR. 1" M o l /RF — — — PR. 1" WI REMOVE EXISTING HYDRANTT 1 ASSEMBLY AND PROVIDE FF NEW FH ASSEMBLY IN A SY. k 1 LOCATION SHOWN. USE o I I EXISTING TAP AT MAIN. I v COORDINATE WI TH 2 OWNER TO REMOVE EX. GA TE AND POSTS I I 3 Q 1 1 I ONE STORY I BLOCK BUILDING W 1 1 I 1812 I I v FFE= 742.93 ` xo mI� 0 1 I I 1 1 I z 1 I I i 1 I I QL � Q o ! I I � 1 1 I�� 1 � J 1 1 1 1 Ott c 1 c v 1 W 1 2 1 ? o 1 MM&O PARTNERSHIP v PIN: 54-A-64 1 DB: 808 PG: 1459 ZONED. M2 1 USE* INDUSTRIAL 1 I � Cam. x ED x o lRF X X IRF?� o� I (17.95 ARCTIC FREEZER INC. PIN. 54-A-60 DB:436, PG.: 84J / ZONED: M2 USE' COMMERCIAL WYE CONNECTION — 0/H UTILITY LINE RYDER TRUCK RENTAL, INC. PIN- 54-A-60A DB.• 583, PG.: 165 ZONED: M2 USE: COMMERCIAL END PR. 8"0 WATER LINE W/: EX. EOP PLUG AND MEGALUG RESTRAINT �40.01' A \ i EX. 15" RCP STORM SEWER STRUCTURE TABLE B HOUSE) OT OP 742.00 INV. IN= 739.40 (23"X14") INV. OUT= 739.3�3 (EX. 18"0) DI-1 (CAST IN PLACE) OPR. GRATE= 742.00 INV. IN= 739.65 (23"X14") INV. OUT= 739.60 (23"X14") DI-1 (CAST IN PLACE) ©PR. GRATE= 742.50 INV. OUT= 740.00 (23"X14") DI-1 (CAST IN PLACE) OPR. GRATE= 741.70 INV. OUT= 739.60 (23"X14") OPR. DI-1 (CAST IN PLACE) GRATE= 742.10 INV. OUT= 740.010 a, O PR. DI-1 (CAST IN PLACE) to GRATE= 741.80 INV. IN= 738.80 (23"X14") INV. OUT= 738.71 (EX. 18") � � I �i010� I � I= 50'R� -11.49'—�1.00' I I I �iiiiiiiiiiiii��iiiiiiiiiii�i��iiiiii��iil�iiiiii\\ i��::�.�.::�:��.�� ■�� PLUML Y FLOORING, L. L. C. PIN: 54-A-57 INST I: 04002572J ZONED: M2 USE: COMMERCIAL PLUML Y FLOORING, L. L. C. PIN. • 54-A-57 INST I. 04002572J ZONED. M2 USE.- COMMERCIAL HEAVY PAVEMENT SEC11ON (SEE ON -SITE PVMT. DETAIL) RICHARD S. AND JUDY S. SHADE PIN 54-A-58 DB: 750 PG. 679 ZONED: M2 USE. INDUSTRIAL PR. 15'L X 10'W X 12"D COARSE AGGREGATE NO. 1 RIP RAP Li Z U Q a Z 0 Q ji J> ) W W W I - a ) z V) D W O a Q a J J U_ 3 Z Q a W w V Zw 0 LWL O LL. a- p () J aN E / �1 co � to in V♦ +' N N I N I N 3 N c0 Lu 0 �s,^o^.0 oo N N U W 0 O 0— �_ � C O O 0 OC C Zw R a —DUMPSTER AREA C� AND ENCLOSURE Z V) ME CONSTRUCTION w AILS SHEET FOR TYPICAL CONSTRUCTION INFO.) -j w Z �-- OO Z — LL— TH 0 �f'P J N I 9 No. 21621 01, IONAL SURVEY: C. I .: PL-PLC NA DRAWN BY: JOB NO. 0 20 60 SS 0503004 SCALE: DATE: 1 "=20.0' 12/ 12/05 Scale 1 " = 20 ft SHEET: 2/9 - kry. fa 1 EX. CURB - 74 Q WA TER MAIN 1 1 ti0 —TS "0 EX. 8 SAN. SEWL�R kti tiEX. SA RIM= 742N 1 � lN= 736.5 EX. 4" PLA.-HP GAS MAIN (APPROX LOCA77ON) OUT=736.: 1eL 1 1 EX�k'IUR ti• 1 1 0 1 /RF CONC W LK �kti�5k� kti. `kti 1 — �kI Lk�� 1kry L lk I I O W I at1� �I 1 I ONE STORY BLOCK BUILDING 1 1 I 1812 I v FFE= 742.93 'L k 1 1 I 90 L r*m 1 I ( `kti 1 I I �kti. 1 1 I � 1 J 1 1 1 I 1 v W I III GRA TE (741.19) �k� p INV. (739.03) l I of I I 1 I (I el � �I �) J 743.30 1 I TC 1 � 1 � 1 1 I� 1 — — /RF— — — — x 1 1 1 1 ARC77C FREEZER INC. PIN: 54-A-60 DB:436, PG.: 843 ZONED: M2 USE.- COMMERCIAL `k FGJ.yv k 743 6 742 L kti l PLUML Y FLOORING, L. L. C. PIN. 54-A-57 INST.I.• 04002572J ZONED: M2 USE.- COMMERCIAL 0/H U77LITY LINE PLUML Y FLOORING, L. L. C. PIN. 54-A-57 INST.,}!040025723 ZONED: M2 USE- COMMERCIAL SLOPE PROPOSED ASHPHALT TO �1 Lk� PROVIDE POSITIVE DRAINAGE TO THE PROPOSED STORM SEWER `►�' a INLETS AND TO PREVENT THE PONDING OF WATER. (TYP.) RYDER TRUCK RENTAL, INC. PIN: 54-A-60A DB.583, PG.: 165 ZONED: M2 USE.- COMMERCIAL L k� w PR. 10'X50' TEMPORARY GRADING EASEMENT - STORY SEWER STRUCTURE TABLE I PR. B-2 (DOG HOUSE) O TOP= 742.00 INV. IN= 739.40 (23"X14") INV. OUT= 739.33 (EX. 18"0) DI-1 (CAST IN PLACE) ®PR. GRATE= 742.00 INV. IN= 739.65 (23"X14") INV. OUT= 739.60 (23"X14") 1 PR. DI-1 (CAST IN PLACE) I © GRATE= 742.50 INV. OUT= 740.00 (23" X14") DI-1 (CAST IN PLACE) OPR. GRATE= 741.70 INV. OUT= 739.60 (23"X14") DI-1 (CAST IN PLACE) OPR. GRATE= 742.10 INV. OUT= 740.00 a PR. DI-1 (CAST IN PLACE) GRATE= 741.80 INV. IN= 738.80 (23"X14") INV. OUT= 738.71 (EX. 18") RICHARD S. AND JUDY S. SHADE PIN. 54-A-58 DR- 750 PG. 679 ZONED. M2 USE.- INDUSTRIAL 1k5 L 7'� Ol k EX. 15" RCP 1 20 0 20 60 i Scale 1 " = 20 ft w J 0 0 �I W F- V � Z O t C� U`r,, W > J W in QJ w W W f— �— Z 3 (n Z (n =5 N�WgO = Y U Q J �Z aW w W U Z� w 0 Lj- OW O cn ■ CU J a E ♦ /� 2 (D N to �, rn o (n �/ +' cv N I N I N 3 N O T N W °a J 41 `n''OU® 0 O N N U W O (A (n N La�= L E O C N F- U L- p E Z w R a �I'T H O'p O r' J N C. LEWIS No. 21621 Z�ISIs ZONAL - SURVEY: PL-PLC 1' DRAWN BY: JOB NO.: SS 0503004 SCALE: DATE: 1 "=20.0' 12/12/05 SHEET: 3/A IN j — G — — G — L_ PLUMLY FLOORING, L.L.C. PIN: 54—A-57 INST I. 04002572J ZONED: M2 USE' COMMERCIAL ARCTIC FREEZER INC. RYDER TRUCK RENTAL, INC. PIN.- 54—A-60 PIN. 54—A-60A ZONED. OB. M2 843 DB.• 583, PG.: 165 //Cc• rnuucpriei ZONED: A42 PLUML Y FLOORING, L.L.C. PIN. • 54—A-57 INST I. 04002572J ZONED: M2 VSE.• COMMERCIAL O O O z cW z g z�kRY O N 00 w Z U W W NT CONTROL KEY �i �— N ;TONE 20 0 20 60 Scale 1 " = 20 ft H W U � — � Z � O C� WW�� J aj x J > - � W W W aV)zWD N:3W O = Y < U � (n W I Y Q 3zQw J V 0 zw 0 � 0W a_ O t5 V J E w O � � � O U Cn cD (n 4-1 N 0 c cD O L O O 0 Q) W O can (n N s ��- 0 � LL- E zw Q a (D(/) ZQ� J W D Z V Z O i? o v j� J N C. LEWIS ' No. 21621 .off c� IONAL SURVEY: PL—PLC NA DRAWN BY: JOB NO.: SS 0503004 SCALE: DATE: 1"=20.0' 12/12/05 SHEET: 4/+ Virginia Department of Transportation Staunton District Rev. May 1, 2004 VDOT General Notes V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held b the engineer and/or developer with the attendance of the contractor, 9 Y 9 / P various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCES, MAIN DRIVE AISLES, AND AND LOADING AREAS SHALL. RECEIVE THE HEAVY PAVEMENT SECTION, AS DETAILED ON THE PLANS. PROPOSED PARKING STALL AREAS SHALL RECEIVE THE LIGHT PAVEMENT SECTION, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED BY MARSH AND LEGGE LAND SURVEYORS, P.L.C. (540) 667-0468. THE FIELD SURVEY HAS BEEN BASED ON NAVD 88 USING THE GPS METHOD. A CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE KENT STREET R-O-W. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER! THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED S PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OIF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE OR FROM THE TOPSOIL STOCKPILE ON SITE. THE TOPSOIL SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED L AWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (V.U.S.B.C.) AND SECTION 304, USE GROUP (B) BUSINESS OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION (NOTE: IBC 2000 CAN BE UTILIZED THROUGH MODIFICATION). 3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED A 2% GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. Al 17.1-92. 4. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIOINAL BUILDING CODE. 5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS (SOIL TESTING, CONCRETE, STEEL, ETC.) SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. EROSION AND SEDIMENT CONTROL NARRATIVE: Project Description The property delineated on this plan is located along North Kent Street, outside the Winchester City Limits. The site is currently vacant. The property developer proposes to construct two 9,000 square foot buildings with associated parking and truck loading areas to be used for office/warehouse purposes. Preparation for the construction of the proposed project will include the rough grading of approximately two acres of land. Grading operations will generate fill and cut material which will be utilized on -site. Existing Site Conditions The existing site is covered primarily by gravel and open field vegetation. The ground slopes down from a ridge line the divides the parcel east and west. Adjacent Areas The western property boundary is adjacent to North Kent Street (extended). The eastern property boundary is adjacent to an existing railroad easement. The property adjacent to the northern boundary is currently vacant and the property that is adjacent to the southern boundary line is an existing commercial development. Off -site Areas During clearing and grubbing, the site contractor may transport any residue off -site as required. During earthwork operations, the contractor may import materials as required to achieve final grades and specifications. Erosion and Sediment Control Measures 3.02 Initially, a 12'w by 70'1 temporary stone construction entrance will be constructed at the location of the proposed northern most site entrance. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or clean out of an structures used to trap sediment. All P / Y P materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under an circumstances. Y P Y 3.05 Silt fence will installed downstream f construction area and maintained until 0 be nsta ed dow st earn from the construct o permanent seeding has been established. Silt fences shall be inspected after each rainfall and at least dailyduring prolonged rainfall. An required repairs shall be made immediately. Damaged, 9 P 9 a Y qu d eP Y decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. 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. 3.07 A straw bale and gravel drop inlet sediment filter will be installed around the proposed storm water drop inlets immediately after installation. The structures shall be inspected after each rain and repairs made as needed. Sediment shall be removed and the traps restored to there original dimensions when the sediment has accumulated to one half the design depth of the traps. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Structures shall be reimoved and the area stabilized when the remaining drainage area has been properly stabilized. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6" or as called for on the plans. Topsoil shall not be placed while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is November 2004 through May 2005. 3.35 All seeded areas will be mulched in accordance with the schedule included on the construction plans. 3.36 The fill slope located between the asphalt loading area edge of pavement and the property line adjacent to the ex. railroad will be stabilized with matting to promote the establishment of a vegetative cover and reduce erosion. The mat areas will be inspected after each significant rainfall event and repairs will be made as required. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone( 1 401b/ 1 000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib.ac 97 85 Red clover 8 Fib/oc 95 65 Ladino clover 8 Fib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Regross 12 Fib/ac 98 85 Winter Rye 12 Fib/ac 98 85 May 1 - Aug 31: German Millet 12 Fib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Fib/ac 98 85 Mulch: 1.5 ton/oc small grain straw Fertilizer: 1000 Fib/ac 10-10-10 TREA TA[ENT - 1 (,5 ®IL 15' T"ABILIZA TI �I�LA T) ONSHAL SLOPES, STRPS OF NETIING PXTEC-IVE COVERMGS MAY BE ArrUED ACROn n IC SLOPE. W4E rP4FRF LC A RFRM AT TNF TOP nF THE SLOPE. ARM THE MATERIAL OVER THE BERM ARID ANCHOR. rr RF.-BN'J THE BERK ON SLOPES, APPLY PROTECTME COVERING PARWJ-EL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. IIJI 1__,K� BRING VATERIAL DM TO A LEVEL, ARCH mroR� TERM NATINC THE WALLATM TURN THE END UNDER. 4° AND STAPLE AT 17 INTERVALS. !N D'TCHES, APPLY PROTECTNE COV•ERNC PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS HLOLURE0. 4%"D JOINING MATERIAL M ThE CLNILR Ot THE DfTCM W Al ALL F'Wtfl DLL. EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT STEEL OR ' WOOD POST TLOV F,OA 1110 FT MAX. SPACING WITH III ; III-1 I -III ---III- IRE SUPPORT FENCE PONDING HT. PONDING HT. STEEL OR WIRE & FILTER FABRIC WO,QD POST ATTACH SECURELY 36 HIGH MAX TO UPSTREAM SIDE OF POST. RUNOFF RUNOFF � 9" MA (RECOMMENDED) STORAGE HT. �.::... -III -j% \ - - -- - I I� " --I - .11 2 MAIN. I I"I'i1 i I-12"I l i _ MIN. _ i! I I --I 4"x6" TRENCH -I I I I I- I_ �I WITH COMPACTED I1= = 1I GRAVEL � I Ili BACKFILL -I I I �- IIsIi.-, STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS; TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 WOOD STAKE! METAL REBAR DRAIN GRATE LESS THA 5% SLOPI PONDING HEIGHT A DROP INLET STRAW BALES STRAW BALES TIGHTLY STACKED OR OFFSET CORNERS AS SHOWN. GRAVEL BACKFILL GRAVEL BACKFILL EMBED STRAW BALE 4" MIN. INTO SOIL. NOTES: SECTION A - A 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5%) 2. EMBED THE BALES 4" INTO THE SOIL AND TIGHTLY ABIUTNG. GAVEL CORNERS OR CBACKFILL WILL E BALES WITH ENDS STRAW BALE/GRAVEL PREVENT EROSION OR FLOW AROUND THE BALES. 3. THE TOP OF THE STRUCTURE (PONDING HEIGHT) DROP I N LET MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BY- SEDIMENT BARRIER PASSING THE INLET. EXCAVATION OF A BASIN ADJACENT TO THE DROP INLET OR A TEMP- ORARY DIKE ON THE DOWNSLOPE OF THE STRUCTURE MAY BE NECESSARY. SEQUENCE OF CONSTRUCTION 1. Establish the construction entrance. 2. Install silt fence along downstream perimeter of work areas. 3. Clear and grub the work area. 4. Strip, stockpile and stabilize topsoil. 5. Perform rough grading of the construction area. 6. Install utilities. 7. Install storm sewer inlet protection. 9. Perform final grading of site. Apply seeding and mulch and stabilization fabric. 10. Remove temporary controls after work areas have been stabilized. ROADWAY SEDIMENT BARRIER (STRAW BALE TYPE SHOWN) SUPPLY WATER TO WASH WHEELS IF NECESSARY. Q 0 Q rh 0 Ld A D_ O O O' C� Z F-- U) X W DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 y, OR GREATER �o lii-i i1-is-- I- I I I- FILTER FABRIC SECTIONA -A NOTE: / SPILLWAY USE NDBAGS, STRAW BALES OR HER APPROVED METHODS TO HANNELIZE RUNOFF TO BASIN AS EQUIRED. / I FLOW FLOW zvk o �• A WASHRACK 2"-3" COURSE AGGREGATE MIN. 6 THICK `�' N O • o ss`�cC.o a 0 0 0 0 0o . . o . a o •q� hdr73 Q-. o a74obl��b ?n�cY � �s �l DIVERSION RIDGE 70' MIN. ®1 AAI NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY PRIOR TO PUBLIC 3. WHEN WASHING ISO REQUIRED, ITSNTO HALLBE DONE GRAVEL ON AN AEAWITH CRUSHD STONE I CONSTRUCTION THAT D AR S INTO ANEAPPROVED SEDIMENT RAP OR SEDIMENT BASIN. ENTRANCE/EXIT 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. SILT FENCE CULVERT INLET PROTECTION - � ENDWALL -I I- - TTTOE OF FILL CULVERT II 4 SILT FENCE - o -I - Io L J 0 0 _ TOE OF FILL * DISTANCE IS 6' MINIMUM IF FLOW L IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION" 1.0' 1.5' FLOW * VDOT #3, #357 OR #5 COAmoL AVVI[CVAIG TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED 2.5' 1 RIPRAP N Z O ofZ LLJ 0 Z Z 0 U D Z 0 U w J W U X < a 0 � N Q Z J J X ® Q > w W aWZcnD W W W Z to 0Y <U U) W JU Y �Z<W w 0 (() Z LL. LA.O 0 ■ U J O N rn M o N 0 LUi N CV N 1 3 (V N (o (° (p (D 0)0�0 1 W J �' `)'� "t vLO O CL N In O O W C (0 -C U av,- W U p _L � w O� Z JLLJ Ld In O IZ �1a,T H 0 vf� VA +J N C. LEWIS No. 21621 Off, 4k9I ONAL SURVEY: C.I.: M&L 1' DRAWN BY: JOB NO.: SS 0503004 SCALE: DATE: N/A 12/12/05 SHEET: 5/9 I LANDSCAPE INSTALLATION: 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 2. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed. Grade finished planting beds so as not to impede surface drainage. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". 9. Use shredded hardwood bark mulch in all planting beds. 10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants. 11. All plant substitutions are permitted with consent from the Landscape Architect and the Frederick Co. Planning Department. 12. 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 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. 13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation. 14. All existing plant materials shall remain unless otherwise noted on these plans. 15. All plantings must conform to sec. 165-36B of the Frederick County Zoning Ordinance. NOTE: PLANT SPACING VARIES PRUNE ALL BROKEN, E WEAK BRANCHES. ALL SHRUB BEDS TO EXCAVATED OF ALL EX TO REQUIRED DEPTH F W/ REQUIRED SOIL MI: MULCH TO BE 3" DEP' COMPLETELY REMOVE i STRINGS, RIBBONS, AN TAGS FROM PLANT. REMOVE TOP 1/3 OF BURLAP FABRIC AROUt ROOT BALL. SCARIFY ROOTS ON PC. BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION NOTE: CONTRAC' HYDROSEI AREAS DI OF THEIR (2) UPRI, TREES UI TO BE GI TREE WR RUBBER 2"x2" HAI 2 PER TF 12 GAUGE WIRE-DOL 4" MULCF 3" SAUCE EXISTING SOIL MIX CO M PACTE TREE FRC UPRIGHT FIRM BEA REMOVE 1 ROPE FROM ROOT BALL TREE PLANTING SECTION LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: Interior Areas (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 40,756.25 sq. ft./2,000= 20.38=> 20 trees Provided Trees: 24 trees Required Headlight Screening: 3' high screen along Rights — of —ways and adjacent properties. Provided Headlight Screening: along Kent Street right—of—way 5% Interior Greenspace Greenspace Required: 40756.25 x .05= 2037.81 sq. ft. Greenspace Provided: 2123.73 sq. ft. (5.21 %) (1) Tree Per 10 Parking Spaces Trees Required: 50 spaces/10= 5.0=> 5 trees Trees Provided: 5 trees Zoning District Buffers/Screening: None Required. (All surrounding properties are zoned M2) 74 PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS CL 3 Cladrastis lutea American Yellowwood 2" Caliper See Plans FP 10 Fraxinus pennsylvanica Green Ash 2" Caliper 35' o.c. IC 84 Ilex cornuto 'Dwarf Burford' Dwarf Burford Chinese Holly 36" min. ht. 3' a.c. TD 4 Taxodium distichum Common Baldcypress 6' B&B 35' o.c. UP j 12 7 Ulmus parvifolia Lacebark Elm 2" Caliper 35' o.c. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING O r O O Z g W a. Q U (n ZZ J W w J F- Z U W � Q a Z Q X J W W Q> J Q V I X w W W W Z _a V)Z (l cn D W C� 0 F—=YMU to W = Y 3ZQW C) U ZW 0U_ 0W 0 U rn E 0 n C/�� N o r 0 Ln U Cn N N N 0 •O N 0 3 °' 0 ++ W J L `) ' `n 0 Ln 0 1 _(_- ` N N 0 O 0 U O U) cn a) s — E 0 W -C 0 CL N U L° 0 E Zw R a C� co Z J W _Jw V)� LM21:z o LLJ TH 0 f +° N EWIS a No. 21621 NL G10NAL SURVEY: C.I.: PL-PLC NA 20 0 20 60 PLUMLY FLOOR/NG, L.L.C. PIN.- 54-A-57PM DRAWN BY: JOB NO. SS 0503004 SCALE: DATE: PLUMLY FLOORI INST.,/!• 040025723 1 "=20.0' 12 12 05 / / S C a I e uST : 40 , 5723 ZONED: M2 ZONED: M2 USE: COMMERCIAL SHEET: 6/9 //qF• MA40-Pr/Al DI-1 r r- n B 5" L21 /2"x21 /2ISTUD-7 A A 10'-4"LONGGALV." WELD ALLSTEEL .i 1 CONNCETORS a 43.6 LBS TO COLLOR INCLUDING ONE WELDEDCONN- J OI NTECTORS 1 /2"x4" SHEAR CONNECTORS �1_5--�-2'-7" 5" 91/2" 12"* (GRATE REMOVED) I I 4 -2" I I 2'-7" a E a a COLLOR p N In co Y N ==ZZ=Lp12- . SECTION B-B NOTES B 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. LUGS TO BE FOR DEPTH GREATER THAN. 10. USE STANDARD CAST WITH COLLOR DI-1A. N COLLAR DETAIL 1�)E3"0 WEEP HOLE 4" DEPTH AGGR. #68, 2' MIN. #78, OR #8x6" WIDTH N 0a0i7 e. 12",15",18",OR 24" I I I I ! NNN,7 O, D ., SECTION A -A i CONCRETE QUALITIES FOR MINIMUM DEPTH 12" CONC. PIPE-1.440 Cu. Yds. CONCRETE 15" CONC. PIPE-1.528 Cu. Yds. CONCRETE 18" CONIC. PIPE-1.620 Cu. Yds. CONCRETE 24" CONC. PIPE-1.817 Cu. Yds. CONCRETE ADD 0.469 Cu. Yds. PER ADDITIONAL FOOT OF DEPTH STANDARD DROP INLET 12"-24" PIPE: MAXIMUM 104.01 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED OPTIONAL FROM THE INVERT OF THE OUTFALL PIPE TO THE BRACE RIBS TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND .1/2"x11/2"x4" LUGS THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. DOF 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, DITHE INVERT OF THE STRUCTURE SHALL BE SHAPED CAWITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. C 000" 0000 000000 L 00N o00000 \ N 11/2" D �J �fl� 2" SECTION D-D 3/4" 11 /4" SECTION C-C GRATE DETAIL DEPTH (H) - 1 0 APPROXIMATE WEIGHT - CAST IRON GRATE 363 t 18lbs. ARGINIA DEPARTMENT OF TRANSPORTATION STORM SEWER PROFILE SCALES: (H) (V) 1" =50.0' 1" - 5.0' - -- ----- OPO ED GRADE -- ---- ---- -- --. --------- ---- ------ - - 745 ------ --- ------ _-_--- -- EXISTIN GRADE -- 740 - 71 740 735 --- 10 YR P, 735 ----- - - - _GL - --- -- PR. 35.0 cL. III ®0.85% _23"x 14" RC_ SLOPE 730 EX. 44.00 0.84% KDPE 18°' RCP PR. 35.0 -23"x14" RC P, 730 CL. III ® 0.57% SLOPE 725 _ 725 - - - ----- - -____ ---- _ - --- -------- -- ---__ __ o N O cV V) V X II t� O ~ O" I d CD O II a II O z ©- rn CL OO z `J LLJ - - - O c:) +-- Lfi d 4 F- _V - 010 I� Cn r7 - O - ~ I O - --- A-- -- O O d II � c- - - - --._ - - - MO = O C17 M a_ II O O z z-� + re)U II z zz O o '�z +- zz - -+ 10+00 11 +00 12+00 5. STEPS ARE TO BE PROVIDED WHEN "H" IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 7. #4x8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS A 2"x4" NOTCH MAY BE PROVIDED. SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN. 8. 3" DIAMETER WEEP HOLE WITH 12"x12" PLASTIC HARDWARE CLOTH 1/4" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE TO BE 4000 PSI. 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. STORM SEWER PROFILE SCALES: i(H) 1" =50. (V) 1" 5. ' 6' 750 - - __ 750 _-_ __ -- 745--- __- PIRO SED RADE _ - G ADE -E-XISTING ___745 740 -- 740 - --_ -- 1 YR HGL 735_CL.III -------- ----.. " RCEP, 735 PR. 27.00-23"x1 730 P, 730 44.00 18" R ®. -- .84% OPE - _-_ - 725 725 --- -- _ _- ----- __--- -- - --- - - - ------ CV Q_ F- ---- CL mcDX II O - ----- - - O O C::) t -.4- Ci) II II o- zzz - 10 (c! Cn O o e r\ O � -- + +z 10+00 11 +00 HOLE (AS REQ'D) H (LIN. FT. FOR MANHOLES) 11 �STEPS (AS REQ'D) Z-WEEP HOLE (AS REQ'D) I � w H Q (LIN. FT. FOR > MANHOLES) 6" X 6"- W5.5 X W5.5 2" 2" WELDED WIRE FABRIC OR FOOTING EQUIVALENT AREA B- 1 MONOLITHIC D + 8" + 2x 1 B-2 NOTES: DOGHOUSE WITH FOOTING 1 SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES STEP REQUIREMENTS "H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ECT. 2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199. 3. CONCRETE SHALL BE 4000 PSI. 4. WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR NEATLY CUT AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 6. "D" IS NOMINAL DIAMETER. 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR POUNDING OF WATER IN THE STRUCTURE. 8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. JOINTS ARE TO BE SEALED WITH MORTAR, 0-RING GASKETS, OR BUTYL RUBBER. STANDARD PRECAST VDOT 2001 STANDARDS 103.11 STORM SEWER PROFILE SCALES: (H) 1" =5 .0' (V) 1* _ .0' 750 ----- -- ----- --- ------ -- --- -__ 750 745 _ROPOSM DE DE-. 745 _ _ - - - -- - - _-- -- --- ----- - 740--- - 740 735 735 . 10 YR HGL -- ---- --- - - PR.--2M.00 2 70 4"_RCE 51 % SLOPE -------- CL. III @ 0 730 _ 730 - -- 15" RCP-, -----EX. _ --- - -�-- - - 725 - - --- - - 725 _ ------ ---- ----- -- 00 II O _ O -m + - II Li - O W F- O O 0000 p, II -- O LO - + II II = - o- z z -- :D - - Z 10+00 11 +00 12+00 ALTERNATE JOINT DETAIL DIMENSIONS D X MINIMUM Y SUGGESTED MINIMUM MAX. PIPE SIZE ABSOLUTE MAXIMUM *36" 4" 6" 18" 21" 48" 5" 6„ 24„ 27" 60" 5" 8" 36" 42" 72" 6„ 8" 4811 54" 84" 7" 8" 60" 66" 96" 8" 8" 66" 72" �k DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED TO 4'-0" MAXIMUM. ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND ONE PIPE EXITING STRUCTURE) BAS E U N ITS NOT TO SCALE �I cn W 0V) ir a _J Q W 0 Q W Z Q 0 V/ Lil J F- F- Z U a Q 0 WW�� o U ?U'a J> < J Q ;w }w W a WV,WF cn Z (n - n�Wc�0 Y U F- = U Ix 30Qw a J Z U Zw 0 a_ � OU_ cf) 0 V J E o cn Ln 0 cn C'4 0 cD C° c0 c° W •° �.�,o0 0 Ln L 0 N W 0 _ � 4' s (D 0 a E 'u o - - _ Z w � L a IL 0V) z0� W J � W Z Z� UW �"rw" PI,TH 0 vt� J N C. LEWIS No. 21621 4k910NAL ti SURVEY: C.I.: M&L N/A DRAWN BY: SS JOB NO.: 0503004 SCALE: DATE: N/A 12/12/05 SHEET: 7/9 6" (D C G - 6 6" 2'-0" � COMBINATION 6" CURB & GUTTER NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 6" .2" 6„ +n 13 jll - 1 " -1 ;T7- 7$p - 0 _II II= 6„ 2'-0„ CG-6R COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 3.5' (OR AS SHOWN ON PLANS) EXP. JT. MAT'L —I 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK/CURB DETAIL NOT TO SCALE AS SHOWN ON PLANS 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE CG-11 I 3I A` 0I (RADIUS TO BE AS I C I C SHOWN ON PLAN Iw J ARADIAL C0141BINATION CURB & II --GUTTER 4' (ST'D. cG-6) SIDEWALK 6" EXPANSION JOINT A * OP',,,.,.,,- FLOW LINE NOTE: WIDTH "B"= 2'-0" MAINLINE ROADWAY OR AS SHOWN ON TYPICAL SECTION. PLAN VIEW 10' ** PR. STREET OR AISLE APPROACH TO BE THE SAME AS MAINLINE ROADWAY. (RADIUS TO BE AS SHOWN ON PLANS) 1' NDC F GUTTER TYPICAL 1' NOSE DOWN CURB NOT TO SCALE TRANSITION CONC. GUTTER FROM CG-6 TO CONC. APRON. ASPHALT LOADING AREA CONC. APRON CANE BOLTS ATTACHED (SEE LAYOUT PLAN TO GATE FOR DIMENSIONS) BORE HOLES IN CONCRETE TO ACCEPT CANE BOLTS FOR BOTH OPEN AND CLOSED POSITIONS (2) 6' GATES SEE ELEVATION DETAIL THIS SHEET 5.67' *-- f-0.66' 6" CONC. SLAB 12.00' W/ 6"X6"X10/10 WELDED WIRE MESH 4? DUMPSTERS BY OTHERS I PLACE 4"x4" POST w o FLUSH BEHIND o 0 EDGE OF CONCRETE o FENCE (SEE DETAIL THIS SHEET.) r 6" DIA. STEEL PIPE FILLED W/ CONC. (PNTD.) 3.5$ 4.83' 4'-0" HT. WITH t 18" 0 CONC. Da FOOTING - 3' DEEP W/ WELDED 3.95'----- �-4.44------ 3.94' HOOPS (2 TOTAL 12.82' PIPES) PNTD. PER OWNER SPEC. TRASH ENCLOSURE N.T.S. —� 4 B i Ti, 2"R 8 CLASS A3 MAI I E HA E CONSTR CTED (H.E.S.) CONCRETE I! r SECTION C—C 93 CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. ® WHEN THE ENTRANCE RADII CANNOT 6" ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE ANSION JOINT DEPTH FOR SIDEWALK AND CURB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". WHEN STADARD CG-11 IS USED FOR ENTRANCES BUILT IN CONJUNCTION WITH VDOT PROJECTS, PLEASE NOTE THE FOLLOWING: PAVEMENT 8% MAX. ** NL N S LLB U EDGE OF SHOULDER o PARABOLIC If SLOPE CHANGE D TO THE R/W LINE (EXCEPT ANY SUBGRADE OPTIONAL FLOW LINE STABILIZATION REQUIRED FOR MAINLINE PVMT. CURVE ® D WHICH CAN BE OMITTED IN THE ENTRANCE.) ® RADIAL CURB OR COMBINATION CURB AND MAINLINE ROADWAY ANY GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR 8% MAX. NMI REPLACEMENT PURPOSES. 5' SLOPE CHANGE D WHEN USED IN CONJUNCTION WITH STANDARD �-- 40' MIN. FOR MIN. I STREET CONNECTION 20' DESIRABLE FOR COMMERCIAL ENTRANCE SECTION A —A GUIDELINES FOR GRADE CHANGE D ENTRANCE VOLUME DESIRABLE MAXIMUM CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. *PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. HIGH (MORE THAN 1500 VPD) 0% 3% MEDIUM (500-1500 VPD) <3% OPTIONAL FLOW LINE MAY REQUIRE WARPING OF LOW (LESS THAN 500 VPD) <6% 8% A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VDOT 2001 STANDARDS NOT TO SCALE PR. EOP NOTE: THIS DETAIL SHALL BE MIRRORED TO CONSTRUCT THE BUILDING B DUMPSTER AREA. HEAVY LIGHT 7 —1.5" SM-2A 2" SM-2A — �3" BM-2 ................... 8 21—A 8., 21 —A--:: ---COMPACTED COMPACTED I —III —III= SUBGRADE SUBGRADE =III —III- I II I I- NOTE: HEAVY PAVEMENT SECTION IS TO BE APPLIED TO THE PROPOSED ENTRANCES, LOADING AREAS, AND ACCESS AISLES. LIGHT PAVEMENT SECTION IS TO BE APPLIED TO THE PROPOSED PARKING STALLS AND ADJACENT TRAVEL AISLES. (SEE PLANS FOR ADDITIONAL INFORMATION) ON —SITE PAVEMENT DETAILS NOT TO SCALE 0.375" x 6"0 CONC.—FILLED STEEL PIPE PAINT RED FINISHED GRADE 18" DIA. CONCRETE(3000 PSI) BOLLARD DETAIL NOT TO SCALE �x BO CAD 18 GATE HINGE C3 X 4.1 GATE FRAME- PROVIDE TRIANGLE OF 1/4"X8"X8" WELD -a• r ^err r '� IIIIIIIIII IIIIIIIIi3 IIII11111I111 IIIIIIIIIIII STANLEY #1010 STEEL 18"� CANE BOLT -ONE PER GATE 0 CASTER -ONE PER GATE !2 ION—DUMPSTER ENCLOSURE NOT TO SCALE PER PLANS .......................... ....... 4" CRUSHED STONE (3000 PSI) 6" CONC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) CONCRETE SLAB DETAIL 4 NOT TO SCALE L Z Z J J Ld LLJ Z CE 1 O 1 O af V) I 1 w o Ir LLIJ U w Y X w to � 30't EX. STREET. 5' R-O-W 19' 1 �w PROP. TURNING LANE 1 I aNF' DEDICATION 12 COMPACTED SUBGRADE 3.5' CONC. SID TYPICAL STREET WIDENING SECTION NOT TO SCALE LO to A VAN ACCESSIBLE SIGN —12" x 18" STD. y RESERVED RESERVED PARKING PARKING I —STD. U—CHANNEL POST VAN ACCESSIBLE rcMAn shoo-eoo n f+ao-goo 7011�AIrAY ZONE 7DM-AIMY ZdE ACCESSIBLE S GN PROP. GROUND SIGN HANDICAP SIGN DETAIL NOT TO SCALE END OF STALL — STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING,co 4" WIDTH, 2' CC; 45' ANGLE o ct OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO—REFLECTORIZED,, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE 2x4 TOP RAIL 1x6 BOARD, FRONT & BACK TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) 2x4 MID RAIL — 8'-4x4 POST ® 8' CC 2x4 BOT. RAIL ATTACH RAILS TO POST W/3-1 Od(EA. RAIL) 12" DIA. POST HOLE, FILL W/CONC. 3E PRESSURE TREATED YELLOW PINE NO. 2. BE HOT —DIPPED GALVANIZED. r INIJhitU JIUt I u FACE ADJACENT PROPERTY. PROPOSED FENCE DETAIL NOT TO SCALE PERMISSABLE CONSTRUCTION JOINT OR ayoo' ooee e a ease 00000 fp TRUNCATED DOMES A TANGENT PLAN ® 7' WHERE STD. CG-3 CG-7 IS USED. SECTION A —A STD. CG-2 mi 5'-9„ DOWELS, 8' LONG 12' C-C ERMISSABLE LOPE: 12:1 CONSTRUCTION JOINT MAXIMUM cu� SECTION 8-8 AT M, 2' HIGHER THAN �•■ EDGE OF PAVEMENT TOPmOF 'CURB. AS M27 IN T YPE C (P , A IT N1EllSECT10N APPLICATION " WfTH BUFFER STRIP DIA. THIS COMBINED (PARALLEL do PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" x 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK DIA WITH A WARPED SURFACE. NOTES 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL OTHER TRUNCATED DOW TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE �TA� ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PUCE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). 2 i" TRUNCATED DOMES 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE C-C CONSTRUCTION JOINT WITH REQUIRED BARS. 0 O O 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CON BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 x 8' PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, O0 0 0 MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER V/2'. GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT OF ' j� S. CURB/CURB AND CURB/CURB AND GUTTER. N U 0 0 00000 •I 7. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE TO THE MOUNTABLE CURB AND CONFIGURATION. ADJUSTED MATCH OO 00000 000 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY OF WHETHER SIDEWALK IS EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC... CROSSES A CURB REGARDLESS WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED 000 00 00 0 BY PERSONS WITH MOBILITY IMPAIRMENTS. 9. RAMP MAY BE PLACED ON RADIAL OF TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK. VARIABLE 3' MIN. 10. TYPICAL CONCRETE SNDEWALK IS 4' THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING PAY LIMITS REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7'. CG-12 DETECTABLE WARNING SURFACE TYPE C (PARALLED do PERPENDICULAR) APPLICATION N.T.S. YMO*M a,AInMENr 203.05 �...____........ 2003 lii J Z 0 U LL.I 0 0 d Z V W � Q O 0 Ww�M J �� _> J Q cn w W W W a cn z V) � V) �W a H=Y<V W = Y 2!� �JV J 3ZQw 0 Z w Ld 0 LLLL0 LL O N ■ ■ J E 0 N 0� r\ I rn V) (n CV N I 3 N N (� (D L_ E a) o, 't p o V)��In ® .. 1 itcn L U W (Ds O acn- O _ U 3 N U p W Z Q a CD V) Z Lj J � W 0 Z O IZ f �O HN C. LEWIS tp' No. 21621 Off, �SSIONAL SURVEY: M&L N/A DRAWN BY: JOB NO. SS 0503004 SCALE: DATE: N/A 12/12/05 SHEET: 8/9 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES�� L m Ln k� t'$ CLEMH our ,T. S p slaolLL Q Z CONNECT TO EX. 8"0 W.L. END PR. 8"0 W.L. WITH PLUG SELECTED MATERIAL MEMO W AND MEGALUG RESTRAINT TEE WYE J •-L ct- Z V) PR. 8"0 CL. 52 DIP WATER IN W — — — — — — — — — — — — - �— — — — — — — J; ' — — — — — — CAST MION CLEAN our Ow w TH sNs Ld Q p R. 1-1 2"0 N. KENT �T. EXTEN PR. 6"0 CL. 52 PLUG. Q -I CORP STOP 50 ROW [IP WATER LINE p m — — — — — — — — — — — — PAAEllA AIDDQ PMSV-C!K (4'� WVEI.LA MODEL PAASV�SIL (6'1 4C ' r•-LiN-e�..i i�� i .r r fir. L.LI PR 2 W. 1. WA-1 I � COPPER W.L TYPE 1 I COPPER W.L. K \ \ Z > t1Y I I14 CITY OF WINCHESTER, VA moo"` 1 / am"I � � � DEPARTMENT OF PUBLIC UTILITIES � � _J CC PR TEE ORAL rl G LA L I LD BLODG AS 9 — 1 TEE DR wrE 0 PI�. BUILDING PO. BUILDING I B �MAIN 'E"'� wrz a AvOW CONAI. TOE Q Q AT CROW OF SEWER J Q ' FLOW wR Q UK _.._.._.._ ._.. \_.._.._.._.._.._. _ _. I° _.._..� .._.. I PBE1MA11UFACTIAm �b lI4FE OR�IwIIE Q ` / TEE OR WY, SHOWN ON PLAITS STANDARD STANDARD SANITARY DATE: 9/01 II I�_ - - - - - -- Holt Ile' �r�-- _ - --------se. ��._�?..�� 21 9rRlm PPE "�° PIT" DETAIL N0. LATERAL CONNECTION ilk SS-4 SCALE: NONE CITY OF WINCHESTER, VA - MIN MMN „WHERE THE TRENCH BOTTOM IS ROM R SMALL E MMM70 DEPARTMENT OF PUBLIC UTILITIES TO A Mw■A1M BE B' ELow THE BOTTOM OF THE PIPE AND TI•claTLlm WITH BEDDING MATERIAL FREE OF ROOTS, DEOM t STONES SEWER SERVICE cwNMECTIDN STMIDRD GRANULAR •WHEREDI PPE SHALL E EDGED PER SPECWKA11006 BEDDING THROUGHOUT ON AMINIMUM OF SBEDDING MATERIAL I • SA�OILL TO E PLACED M 12" LIFTS AND COMPACTED TO IDXI OF IMIOVUN DRY DENS" 50 0 50 150 REPLACE SURFACE M KIND Bi:%K PIll MAY E OTC/UA10 CLEAN MIT TRENCH WTFRML S c a I e 1 " = 5 0 f t 0 AIO FREE OF ROOM OEM ! STGES •. i' ':4I. LARGER THAN r DIAMErErt .... --NIPROPOSED SERVICE LAJEPIAL - :_;::::..:;,'' :t • •.: - I `_ �i� �5•: •' _ _ I I 1= RIGID FIERMCD COUPLING :s� .�5::�3 DOSIMG SERVICE LATERAL _I - _ _ -"' ':" :':� cY• _ •e _ :..._ I I 11= N _I II (i STANDARD STANDARD SANITARY DATE: 9/01 DETAIL NO. LATERAL CONNECTION SS- 3 SCALE: NONE VIDOT CLASS 57 EDGMLl WATER LINE PROFILE SMILES: (H) 1" = (V) 1 " 0.0' 5.0' EX. GRAD - -18"0 - ---- 740 EX IR P STORM --- 735 -CL-&RANCE 735 --- --PR. 8"0_CL..5 WATER LINE _...DIP------ - ---- --- U 725 64 z w w O Z - z 0 ---- oo + M X HT O � +- 77 - tz ww z fy - — — a :" 0^ +_ J 3 Q Hp z 0Q U I- CLJ LLJ - - - - - - - +a 10+00 11 +00 12+00 13+00' 14+00 WATER LINE PROFILE SCAL S: (H) 1 " =50_ (V) 1" = 5. Y ' — 745 EX. GRADE 00 PR. 6"0 CL 52 DI f0- WATER LINE a ----- — 730 X _.. _.. w --- J Er w 3 e U Ld Z^ 0- U o N r0 -- _ 725 pe -CL u7 o uj- +- - 00 - Q 10+00 11 +00 I I l i l t=Ail=Nil=%Nil=iii i HLD. + 24" STANDARD STANDARD BEDDING DETAIL DATE: 9/01 DETAIL NO. OUTSIDE TRAFFIC AREAS (PVC OR DIP) WS - 1 SCALE: NONE CITY OF WINCHESTER, VA 24- ON, X 30' MW NON DFMAIY POLYE111I DEPARTMENT OF PUBLIC UTILITIF METER Box I 1' OOPPER I 1" COPPER TUNING Tum -!sr TYPICAL METER SETTING INCLUDES: (1' IEIEII I' METER SUPPLIED 9Y THE CRY OF RiN(�1ER I YOKE MLET VALVE - FORD MODEL 9404-344W YOKE WHET VALVE -- FOIE MODEL FWAS 4441V YOKE 9ARS - FORD YSO4 , CORPORATION SFOP - MID 1' MODEL FUM OR A.Y. MCDONA D MOM 4701I-22 METER wx GONER - xur IIIIII SIAMwlRO PENYAOON on COAXER ExTFN TOM "m - ERR 1 ' METER Sox - 24i1 HIGH owwr/ PDL`eiTmxw 2' _ 6 NA I VARIES I f f f rj . .. NEW ON 1�N W +' J 4 1eei Z j w � al 819M15 A NEE METER VALVE 01 W11H COPPER FRTING • • d OOU9LE I CHECK VALVE j I � '" H E s aE`aPfBBs I i TYPE •`Ic' I TypE .rK. 1' COPPER 1' COPPER TIJOW TUB I i 4' INN. /57 STONE i _ FTIHI UNDISTURI ED 1 9R FARM I i CRMIPm 1" COPPER PINE OUTLET WATER MAIM/ CORPORATION COCK ASSEMWY STANDARD TYPICAL 1 INCH WATER SERVICE DATE: 4/05 DETAIL NO, SCAT F• NnNF CITY OF WINCHESTER, VA FIRE HYDRANT SHALL BE TRAFFIC MODEL DEPARTMENT OF PUBLIC UTILITIES RESTRAINTS SHALL BE BY MEGA -LUG FLANGES 4 - 1/2" STREAMER NOZZLE SHALL FACE THE ROADWAY errr of r rffr INS •••••••••••••••••••••••••••••• e e e• •••eeee•eee•ee•eeee•eeeeeee° ':=:=:•:�:�• •�:=:�:=a=:=:� A. a eeh e°o 0 w •.. - • A = C7 0 UJ ...• • Z • • ui a 12' •.•.•.•. •.•.•.•.•.•: F- flikk:=:=:=:: .•:�:�:=:=:=::�::•: rrer ere — WINCHESTER APPROVED FIRE HYDRANT 18" SO - 4' THICK 2" MIN. CONCRETE PAD REQUIRED 6" MAX. IN UNPAVED AREAS fire re #f fir eee Fee :.a ::. of e SCREW TYPE Z ADJUSTABLE VALVE BOX 7 CU. FT. MIN. #57 STONE " IrT(D • • • e'e h•e • ehee GATE VALVE ee hh°o°do°o •:•::•°e•�he•ehhed : •:•:•:•:•° °e�eeevevevo •�:�:�:�•�::�i�:�� a :� :�:•:': ee•s°e°•.ee°e 4" a 14" e'e'e°ee°••ee••• •• �•e° eee THRUST BLOCK ''''''''"'° OONCRETE he•�•hheee •eee eeeeeeeeheeeeeeee ............... ��:':�:�:�:� :�:�:�': HYDRANT TEE e•ii':�i':�: e e e e e e e e e e e e e e e e e e BOND BREAKER ONE LAYER #15 FELT 1B" STANDARD DATE: 9/01 FIRE HYDRANT INSTALLATION DETAIL NO. SCALE: NONE WD- 8 CITY OF WINCHESTER, VA WHERE THE TRENCH DDTTa. ROCK, R SHALL E EXCAVATED DEPARTMENT OF PUBLIC UTILITIES TO A MIN" OF S" BELOW THE BOTTOM OF THE PIPE AND B CIaW.LED WITH BEDDING MATERIAL FREE OF ROOTS. DEEMS ! SAGES • WPM SUNSHADE ■ LMSTABLE, PIPE SHALL BE BEDDED ON A MINIMUM OF IY' EDgNG MATERIAL • IIACIOIIL TO E PLACED ON 12" LIFTS AND OOMP/CIED TO 90% OF MAXIMUM DRY DENS" REPLACE SURFACE M AGO VDOT CLAW 21A MOPIL PLACE IN I INCH LIFTS. OOMIPACm TO IBR OF MAX IRAI GPI DENS" / //////////// = ///// // / I Or °,° - VDCU= / S7 BEDDING - =1 IF O.D. + 24" STANDARD STANDARD BEDDING DETAIL DATE: 9/01 DETAIL NO. WITHIN TRAFFIC AREAS (PVC OR DIP) WS - 2 SCALE: NONE a W J W w Q 3 Z H W 2 U �Z O 0 WOW {NLW �7— el, W W F°• F- Z 0 (n Z (n D (nDW�O (n W 2 Y Q ix 3 J Q Z L,,J U Z 0 O 0 ■ ■ J a E N N rn 0 o � rn N L Tn CV N I 3 W00 0 W O U �_ +� 0 E 0 - U N U 0 � L E Z LLJ a U� Z J LLJ jW V)Z ZO OZ TH OF O� HN C. LEWIS a No. 21621 Off, �SSIONAL SURVEY: NA NA DRAWN BY: JOB NO.: NA 0503004 SCALE: DATE: N/A 12/12/05 SHEEP: Q /Q