Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
62-06 Callaham Guitars - Office - Manufacturing - Stonewall - Backfile (2)
GENERAL NOTES 1. The property delineated on this plan is located along Park Center Drive, outside the Winchester City limits in the Fort Collier Industrial Park. The site is currently vacant. The property owner proposes to construct a 3,000 square foot building with associated parking and truck loading areas to be used for office/manufacturing purposes. 2. Property Owner/Developer William R. and Monica W. Callaham 108 Rugby Place Winchester, Virginia 22603 3. Engineer/Landscape Architect: PAINTER—LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Contact: Mr. William Callaham Telephone: (540) 665-8045 Contact: Mr. John Lewis Telephone: (540) 662-5792 4. Topographic information shown on these plans was provided by Painter —Lewis, P.L.C. (540) 662-5792 5. Site Data: Parcel Area: 2.126 Acres (92,608.56 sf) P.I.N: 54—A-36U Zoning: M1 (Industrial General District) Magisterial District: Stonewall Existing Use: Vacant Proposed Use: Office/Manufacturing (No Retail Use) Front Yard Setback (R.O.W.): Required— 75' Provided— 76' Rear Yard Setback: Required— 25' Provided— 234' Side Yard Setback: Required— 25' Provided— 27' Maximum Building Height: Allowed— 60' Proposed— 20' F.A.R. Allowed— 1.0 Provided— 0.03 Total Building Floor Area= 3,000 sf (One Story) Greenspace: Required— 25% (0.53 acres) Provided— 86.8% Impervious Area: Allowed— 75% (1.59 acres) Proposed— 13.2% Total Building Footprint Area= 3,000 sf Total Asphalt Pvmt. Area= 9,242 sf TOTAL= 12,242 sf 6. Parking Space Requirements: Property Line Setback: Front (R—O—W)— 25' Provided— 42' Side— 5' Provided— 83' Parking Spaces: Required— (1) space per 250sf of Office Space 272/250= 1.09 spaces Required— (3) space per (4) employees for Manufacturing Space Total number of Empoyees= 6 6/4*3= 4.50 spaces TOTAL SPACES REQUIRED: 6 TOTAL SPACES PROVIDED: 6 (Including (1) van HC accessible) Loading Space: Required— (1) space for 30,000sf-100,000sf of Office Space None Required (272sf proposed) Required— (1) space for each 40,000sf of Manufacturing Space None Required (2,728sf proposed) Provided— (1) 12' x 45' Loading Space 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 4 9. Lighting: Exterior lighting will consist of wall mounted lights. All lights will be installed to prevent off —site glare. 10. Trash Receptacles: There will be no exterior trash receptacles on this site. All trash will be removed by the owner/tenant. If in the future a dumpster should be located on this site it shall be located in conformance with the requirements listed in the Frederick County Zoning Ordinance to include a concrete pad and screening. 11. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. 12. The majority of storm water runoff generated by this development will be directed to flow by overland relief to the floodplain at the northern boundary line where it will then be collected in existing Run Bud Run. The remaining storm water runoff shall be directed to flow to the existing roadside swale adjacent to Park Center Drive. A culvert will be installed under the proposed site entrance. 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: Sink Holes— No sink holes have been identified on this site. Steep Slopes— No steep slopes have been identified on this site. 14. All proposed utilities will be installed underground. WATER AND SEWER SERVICE Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA 22604 540-868-1061 BUILDING INSPECTIONS Frederick County Inspections Department 107. N. Kent Street Winchester, VA 22601 540-665-5656 EROSION AND SEDIMENT CONTROL Frederick County Public Works Department 107 N. Kent Street Winchester, VA 22601 540-665-5643 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. NATURAL GAS Shenandoah Gas 350 Hillandale Lane Winchester, VA 22602 540-868-7911 ELECTRIC SERVICE Allegheny Power 3463 Valley Pike Winchester, VA 22602 540-722-5830 TELEPHONE SERVICE Verizon 404 Hillandale Lane Winchester, VA 22602 540-665-3156 PUBLIC ROAD IMPROVEMENTS Virginia Department of Transportation 14031 Old Valley Pike Edinburg, VA 22824 540-535-1818 or p �oa a�� W ® N 'n, I� a IceALLAHAM GUI R�111R SU PROD POO ED 3,000 F BUILDING ° Residue of T.m.54—A-36A FORT COWER GROUP, L.C. �I D.B.766, P.73 • . ZONED: M1 I I USE: VACANT 71 z \\\ 1 \ �\ p N \ SEPARATE MD REAL OPT{ON- o fie\ MG. GRADING, ARID SEEDO \ VTA APPROXIMATELY 0.65 ACRES o\ O. \ (190'030' AREA) Q ® \ ®\ \ \ 10 7PROP. 9 I \(M st a LM a pax) F100R aVA*--=la! _ L_ \ � s� s M+ p lOT Alilh Liid ACR�9 ® � LOT 28 TM=54—A-36L GREEN BAY PACKAGING, INC. D.B.789, P.1533 ZONED: M1 USE: INDUSTRIAL PROJECT OVERVIEW Residue of T.M.54—A-36A FORT COLLIER GROUP, L.C. D.B.766, P.73 ZONED: M1 USE: VACANT p,LTH r,F �'l+P JOHN C. LEWIS No. 21 21 k�_ ZONAL _ I_1.1c� • ► 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 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 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). I LIST OF DRAWINGS: SHEET 1 /7: COVER SHEET SHEET 2/7: SITE LAYOUT, SITE GRADING, AND UTILITY PLAN SHEET 3/7: EROSION AND SEDIMENT CONTROL PLAN SHEET 4/7: LANDSCAPE PLAN SHEET 5/7: UTILITY PROFILES AND DETAILS SHEET 6/7: CONSTRUCTION DETAILS AND NOTES SHEET 7/7: CONSTRUCTION DETAILS AND NOTES } i ONING ADMINI TOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL Wall 111111111 111 NUGN PARK CENTER DRIVE STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 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.: 0604016 SHEET: July 19, 2006 1 /7 Revised: October 23, 2006 LU II ` � Ld Ld � Z O C1) � �l \ (10 z O W C II' - i ' 75' GAS o y \ // � LU EASEMENT DB 775/852 Q) /l II I I PO WER EA SEMEN T Residue of s // � 9 T.m 54—A-- FORT COLLIER GROUP, L.C. 5P- 1 i I x k z i " ZONED: M1 6 v ` \ -- - II 1 � A I �� I 4�0 s: 2 , 2 6 43 __ 5s USE. VACANT st �_ _ — — h , N41� 51 56 — — — E 16 6.9°� � — 1 —__ e 1 PARKING o I x� c Z I I rF I �I�s � m _ N_3 a�• SEIBAC - _ _ K I Z III II 9 -- A 6e� R 6N _ F�AI NAGE I 0 D T o �� A SEMEN l,� ti °-�o 489 I l _ g n' o Ui LIMITS OF CLEARING AND GRADING` 69=I— G) 4` r ff.c Cil v D s �� Xs� p p y a, , MATCH EX. PVMT. X U I D 1 , x I x \ cu 6 v / I jI w w I sAr Sin lO I � s 9 E a �A ��•6� Y68 1�' 6 �✓ s9 Ljj �zD I � \ \ \ /�L II D I I m sa say, 1 ` s9 A - �s \ /� 9+ 6 / Q �O z a m / n V / 6 m m r A / ��° ar o 69 ,A ° , w Z W C z z r-r-, O I I W 8� Residue of (n Z m w > V --' II z _ o Q � o '�r I I S ! �� / �IvM TS OF CLEARING AND GRADIN «o y 9� 6� �= ��� rtA �'9 G m �I T.M.54—A-36A ��� �� 9 FORT COLLIER GROUP, L.C. ` �s�� I� x��� P.73 V w w cn Y Z o D II Q �s v. - ��, - s'-°� x69�,� �� \� D.B.766, > Z 4 69 .�6 `r ` X \ ZONED: M 1 O Q_ O Dn � I 'o �� Ch w L I I O o I DIRECTION TO DRAIN ,a� s_ 's SEPARATE BID ITEM OPTION ° °a � USE: VACANT 6� �� \ s� \I� Q V N Y F— D .. %� w — 3 ' U s c� o _ -�► vv Y6 �� CLEARING, GRADING, AND SEEDING } B9P�A APPROXIMATELY 0.65 ACRES .A O s x6R r Jn ,9 S pr \ "i, �\ `� ` I W ._ Of O o �� W �� �� _ �� 9�9 k� - 1m �, . I \ '� o U /(n . O o n6� r : w Q Q 20' WATERLINE EASEMENT ,A�Qp CS se.- I o. " �� (190'x130' AREA) s��� tea. mom. z \ III \ �� \ \ w w �' w O LL W W aQ PR. 5/8 `P TEE 6 1--19, s@ A �7 ��ANITARY \ r I O • II I) �--- o 0 0- s I I 1 Nm 01 o �,11 ,D g �X / t D s �\b �z \ . �, SEWER EA SEMEN T �O S \ `, II DB 71784 Ld I i 6 o� \ \ II 14.0 Y I ( LLIa � p I '' ' dA SS I i dA I TRANSITION CURB n ?, i TO MATCH m�0. PAVEMENT GRADE s, ', s. \ \ II Q y, \ \ O h II \ ■ ■ - I Q% Q 'T 9 I I W s, I w I , ... .. 5 CONC. S W S r.• t, _ r terLn \ \ � v�i \ o ) CIA 00 +I � W Q ~ _ I 6 �� ? 0 ! �, 0.0' ROLL —UP DOORS \ (n (14 co 'p � w N',° CONNECT WATER n SEWER TO BLDG AND AS REQ. sm m a`j W 00 a _ — cn X w I I N y z Y _j w w rQ 3 s PROP. I (272 SF _. `� 3,000 SF BUILDING o OFFICE, 2,728 SF MAN.) _ , v6A�sF v� �° \ \ \\ s \ II \\ x \ Y6�, _ \ �, �� 76 _ :. `.��� 9 �6 � Ln 4 p - v- s a J II z O c,l c� N Im a a- < MAX. HT: 20 FEET (ONE STORY) wo I 6 .. " 6 �a �� W L� 5 PVMT. EX. 'w I> R. slcN I FLOOR PIN: 54-A-36LI ELEVATION = 685.50 ZONED: Mt 6A rt; �` \ 6 . �.. �� I- w %6° Lv� ( I I LOT AREA: 2.164 ACRES I 76.1 S ss _o 25'._S10E YARD =O ms, z Ni Ld CO 4 PVC SAN. AT. 4 PVC SAN. LAT. GRADING C _� �� LIMITS OF � C��E„ARING AND II \ TAP BY FCSA x. N J 6 s c, LIMITS OF CLEARING AND ——ING \ �- \ ��'' Z V) I �I w �r 9G U V J ,� __ C `w, M K6 J W o5' — --- __ -- PARKING_ __ �� --�_- -- ---- II --- 's -- s Z C� LOT 28 ' S38 18 0' 2 11 429.84 II LL, TM=54—A-36L BAY PACKAGING, INC.zx of GREEN r POWER EASEMENT DB 76JI811 D.B.789, P.1533xs ZONED: M 1 " _ '. ° °� 0 /. N q `]" 1� GAS �9T, °� USE. INDUSTRIAL II U N C. LEWIS a No. 21621 EASEMENT DB 7751852 �SSIONALG II I I II I IISURVEY: P-L, PLC C.I.: 2' II I 20 0 20 60 II DRAWN BY: JOB NO.: IIRED 0604016 Scale 1" = 20 f t II SCALE: 1"=20.0' DATE: 7/ 19/06 I SHEET: 2/7 III U ' II it I I, I I , Y' I� �I I� I. �I Fc I' J uj i0 = ;c I� IIm /�� I> O o (X 6 w Cn it o I' W � V) o w ,Y Cy U, z a sp 15' GAS o y EASEMENT o z DB 7751852 W 6q PO WER EA SEMEN T DB 7k3/811 o C' 6� sq 6 1 51 5 � � °9- 26, �-�„�— — — s — N4 —.. _ E 1 6q� s9 6, � u9 �4 '38 E_�-- _ i N32° 46 _ __-_---- 5' PARKING SETBACK �� — - \ —� ._---_.__ - .p �� 'K9 Sq 6q� 0' OPAI NAGS 6 ASEMLN T 9 �— 6q _Z5 SIQ�YARO_ q s - - -- sq sq ' sq;r � pB 7871489 `� V v \ lu s X X_ X X X X X X q S� I CZMZ 5 69 D 1 I� e?.) I6 Q' 9 �, Sq 6q "9 BO `fl,, A X � � •� x � \ q� m x a ?9t Z X X s , s� X q!9 � �T s x 6�'n \` �� r— 'sqs �a� °�S -Q\ ��. \ EROSION & SEDIMENT CONTROL KEY 686 , S N m q a X---X X "�.y TIP IT. `(r 'TIP A V) s i 511 O � q T . • 4r, - sq fir,. !S \X y 9 �j�°S I , .�. . . . . . . . . . . . . . . . . . .- .�9J QJ O - \\ 3.02 TEMPORARY STONE CONSTRUCTION CE ............................... ENTRANCE 3.05 SILT FENCE SFx XX 3.07 INLET PROTECTION 0-0 3.18 OUTLET PROTECTION OP 3.30 TOPSOILING ro - 3.32 PERMANENT SEEDING �3 �,775A NJ TAR Y SEWER EASEMENT n I qaR �O� II c \DB 7/784 p O S�i+t i9 I ►9 J� 6q� 5q ' \ 5% ':'- •'�'` s s to o V yq TOP SOIL \ �s STOCKPILE LOCATION \. (� n x v - '9- -- _ �. _�5'.-SIDE YARD -- -- -- — , -- -- -- — 0 X_ x X _ 5, PARKING SETBACK____. fi X x s % J �9r - 738° 18 02 429.84� -° r6q \sqJ 'sq -POWER EA SEMEN T ss 6 DB 5�S 763l811 m a� vT a, s -154 GAS EASEMENT 6q' II f! 6glS DB 7751852 II II 20 0 20 60 II II Scale 1 = 20 ft II :1 !!!!Ili monsoon W J H U LL.I O Z /0 Q Z Z 00 Fn U w W • o n Q NNQ I.I Z �w C5 c Z w QmU> w Z �013L.0 goMC.) LLJ U O L- W o 0 w M M /1 I.L • ■ ■J a E ■� .� N rn � o U L- N N N Ln 1 L N 1 3 N cD N N (0 W � 00 v J `�'��@) \/ W N �r o av,- 0 _ U a� U o a ()V) z J W � W Z 0 oW �t,TH OF u J C. LEWIS �w o��s'SIONAL !V SURVEY: C.I.: P-L, PLC 2' DRAWN BY: JOB NO.: RED 0604016 SCALE: DATE: 1 "=20.0' 7/19/06 SHEET: 3/7 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 some 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, DID WEAK BRANCHES. ALL SHRUB BEDS TO BE EXCAVATED OF ALL EXIS" TO REQUIRED DEPTH ANI W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALI STRINGS, RIBBONS, AND TAGS FROM PLANT. REMOVE TOP 1 /3 OF AL BURLAP FABRIC AROUND ROOT BALL. SCARIFY ROOTS ON POT 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 C 0 M PACTI TREE FRC UPRIGHT FIRM BEA REMOVE, , , / - .,s — ROPE FROM ROOT BALL. TREE PLANTING SECTION LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 9,242 sq. ft./2,000= 4.6=> 5 trees Provided Trees: 5 trees Required Headlight Screening: 3' high screen along Rights — of —ways and adjacent properties. (1) Shrub per 40 ft of parking lot perimeter= 15.6=> 16 shrubs Interior Areas: (1) Tree Per 10 Parking Spaces Trees Required: 6 spaces/10= 0.6=> 1 trees Trees Provided: 1 trees Zoning District Buffers/Screening: None Required. (All surrounding properties are zoned M1) PLANT LIST KEY CITY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS IC 16 Ilex cornuto 'Dwarf Burford' Dwarf Burford Chinese Holly 36" min. ht. 3' a. C. TC 6 Tilia Cordata Littleleaf Linden 6' B&B 35' o.c. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING . 73 - ZONED: M 1 I -- ! USE: VACANT N41 °51 'S6"E ILI ° 143 26� — — — — 1-�91 _ _ m _N32 3�:g 9 -- 5' PARKING SETBACK - -- I Ln M >� II Ld J >o� pia ry o w w 0 Z EL W U 20 - - -2t S[DE_YARD_ 11 III � > Z 16 IZ U) rl LLJ I I I w F 11 ; "Z II II I 11 I II I I1 1 I� X I I ZI z w J 0 d N I1 0 NI Xi w 0 20 Scale 1 " = 20 ft •6 LOT AREA: I SEPARATE BID ITEM OPTION - CLEARING, GRADING, AND SEEDING APPROXIMATELY 0.65 ACRES (190'x130' AREA) .-__25' _SIDE YARD Z O W CC �I a CO Z Lil U E= CL W � CL U LLd p LIJ co CN C) O .— O Z w U w 0 ry a- Z :5 CL a- U Z C� � Q Z5 W Z_ J W C5 V;I D Z CE m (Wj LQ; -: LL_ w Q =) O X��U ��p Q: W w o w CL LLJ O CX jr 0- • J E 6 41 O N N Q� LO O 41 j N 1 N 1 3 N N (�Q) W & � 0 0 0 J U) LOB© W C_ � a E 0 'cn — '0 _ U N g U Z w R CL 0 Cn Z0� J LJ :D Z V) Z CD O IZ I,TH OF 1� . 4f� JO C. LEWIS No. 21621 , "6 lz_�%Ia ZONAL _ SURVEY: C. I.: P—L, PLC N/A DRAWN BY: JOB NO.: RED 0604016 SCALE: DATE: 1 "=20.0' 7/19/06 SHEET: 4/7 ( general backfill I„ 24" select backfill 6" 112 O.D. 6" CONCRETE CRADLE general backfill 24" select backfill 6„ All backfill to be compacted to 95% of ASTM D698 maximum density. 6" 24" select backfill 6" concrete ` 6" CONCRETE ENCASEMENT TRENCH & BEDDING MAR 06 f�--L - I Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) SMALL LARGE SIDE JOINT SIDE PVC DIP JOINT 6- 8' 10' 12' 6' 8' 10' 12' 6' -- 40 60 60 -- 20 40 40 8- -- -- 40 60 -- -- 20 40 10- -- -- -- 40 -- -- -- 20 REDUCER L �L I L� In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6' 8' 10' 12- 6- 8- f0' 12' 60 60 W 100 40 40 60 60 VALVt, LII tNU (FLU(i, FIHt HYUHAN1) RESTRAINED JOINTS - 6" THRU 12" 1 OF 3 _2_ MAR 06 fir In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A Wye shall be restrained per a tee's Lr and a 45' bend's L requirement. `)ackfil l finished DOWN BEND DEPTH 4 FT. MIN. 1 I� 1A -� DOWN BEND 4 RESTRAINED LENGTH 4 Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 FT. MIN. 5-12 FT SIZE/TYPE DEGREE OF WNDS Ld (DOWN) Lu (UP) SIZE/lYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6' M/DIP 45, 22.5 & 11.25 20 20 10' PVC 22.5 & 11.25 20 20 8' PVC 45 40 20 10' DIP 45, 22.5 h 11.25 20 20 8' PVC 22.5 d: 11.25 20 20 12' PYC/DIP 45 40 20 8' DIP 45, 22.5 & 11.25 20 20 12' PVC 22.5 & 11.25 20 20 to- PVC 45 40 20 12- DIP 22.5 h 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS - 6" THRU 12" 3 OF 3 -4- MAR 06 r 3 meter by 12" 18"-21" F.C.SA. W 38 48„ 3" min. stone ...... ....... surrounding .....: box ............. V CTS polyethylene ..... ...................... tubing (PET) 200 ....... psi with SS inserts "" . 12 at all connections 45° Opposite Side 8" min. 8" min.: saddle with corp stop 12 gauge solid insulated copper wire for line tracing, stone taped at 10 foot intervals 6" INSTALLATION NOTES: Same Side 1 - Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge solid insulated copper wire (for line tracing) from corp. stop to into the meter box [wrap wire around corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box; wrap around bottom of angle ball valve, terminate with 12" tail piece]. THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION -7- JUN D6 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE L I �b In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6' 8' f0- 12' 6' 8- 10- 12- 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 20 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS - 6" THRU 12" 2 OF 3 -3- MAR 06 Valvco, Inc valve box assembly: lid: Figure No. 7 marked'SEWER' top section: Figure No. 7S26T0 bottom section: Figure No. IBOB24 concrete skid pad finished 18" dia. x 6" deep grade 10" a" stone Panella Model PA4SV-CSK (4'1 cast iron cleanout cap with standard gasket and brass plug having a countersunk square head v�v heavy wall brick base sanitary Wye sewer main 45" bend 45' stone All pipe and fittings shall be SDR 26 heavy wall sewer. SEWER CLLEA NOUN finished grade 6" dia. schedule 40 steel pipe filled with concrete 3 and painted yellow finished 7, grade l:` 2' :. .. 18" dia. concrete encasement BOLLARD DETAIL NOTE: Weep holes shall not be subject to being submerged- If installation is in an area having a high groundwater table, the Authority's engineer shall be contacted for hydrant relocation. pad V-6" dia. x 6" deep 4" stone screw type adjustable valve box - locator marker FIRE HYDRANT ASSEYAL�Y -10- spigot by gasketed bell 45' bend 2' 3 minimum gasketed pipe and fittings 8" x 4" gasketed bell e 9 `r+Y SDR 35 soNen weld cap property line finished grade location marker 36" min. cover stone 45° .................. treated 2"x 4" with. top 6" painted green � 4, pipe 00 at2. % minimum grade All pipe and fittings shall be SDR 26 heavy wall sewer. ............................... SEWER LATERAL ..................................... . FOR MAIN WITH COVER 15 FT OR LESS -17- MAY 06 FREDERICK COUNTY SANITATION AUTHORITY CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www,fcso-water.com. 2. The water and sanitarysewer portion of these plans are valid for two ears from the date of P P Y FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance department shall furnish and install all water meters though 2" in size. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1 /2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have backflow prevention assembly (detector double check valve of RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and backflow prevention devices, and approve the designs and materials. 1 � 1 � I I T CULVERT: Aj-0.58 C'-0.45 I mechanical joint I swivel tee with ' 1 6" branch 143 % _ N� 3�-46 38"Ek\ I I DO ,. 'a I C4 & �i l 0 = a- Q to p � toIl I>� II ' +)LLJ I I� O W s O wU) •I }� ILLI I IW IZ I W �k �U �\ CULVERT DRAINAGE AREA DIAGRAM Scale 1 " = 30 ft Culvert Design Report Solve For: Headwater Elevation Culvert Summary Allowable HW Elevation 685.10 ft Computed Headwater 684.50 ft Elevation Headwater Depth/Height 0.61 Inlet Control HW Elev. 684.28 ft Outlet Control HW Elev. 684.30 ft Grades Upstream Invert 683.7 ft Length 45.00 ft Hydraulic Profile Storm Event Design Discharge 1.77 cfs Tailwater Elevation N/A ft Control Type Outlet Control Downstream Invert 683.5 ft Constructed Slope 0.00500 ft/ft Profile M2 Depth, Downstream 0.5 ft Slope Type Mild Normal Depth 0.5 ft Flow Regime Subcritical Critical Depth 0.5 ft Velocity Downstream 3.59 ft/s Critical Slope 0.005409 ft/ft Section Section Shape Circular Mannings Coefficient 0.013 Section Material CCP Span 1.25 ft Section Size 15 inch Rise 1.25 ft Number Sections 1 Outlet Control Properties Outlet Control HW Elev. 684.50 ft Ke 0.20 Inlet Control Properties Inlet Control HW Elev. 684.50 ft Inlet Type End Section Upstream Velocity Head 0.22 ft Entrance Loss 0.00 ft Flow Control Unsubmerged Area Full 1.2 ft2 Title: Callaham Guitars Project Engineer: R Dailey s:\john lewis\callaham\callaham.cvm Painter -I CulvertMaster v3.0 (3.00041 8/8/2006 10:00:57 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 STORM CULVERT PROFILE SCALES: (H 1" =50.0' EXISTING GRADE PROPOSED GRADE N -------- 69n PROP. 45.00'-15"0 ® 0.50% SLOPE CPP, - --- - -- 685 -- - -- ------ 680 70 0 Z 0670 LD Z 0 En O EL o O � + + � O M 000 t0 .l- O O +Z 10+00 11 +00 WATER LINE PROFILE fin GALES: (H (V) 1 1 1" = 50.0' .0, 690 TING GRADE 690 PROPOSED GRA E EXI 680675 ---------COV -- _CLEARANCE - -- - 6"0 SDR 21 ------ -- ..- ---- LL Z N2 X O --Lr. _ LL _ ----- II r m to Q Q LL CJLd - Go- 0 d T Z - O) N W Zit ---- -- O O 10+00 SANITARY SEWER LATERAL PROFILE SCAL S: (H) 1" =50 V 1" = 5.0' 0' - ------- C' - zo 690 EXISTING GRADE N., PROPOSED GRADE -------- - ----- --- ---- o m cD PROP. 375.00'-4"0 PVC, ® 2% SLOPE _ --- - O _ W z ------ - - - - - -- -.....------------.._. _--_. - -- __ -- ___6, O _ + .675 -------_ ---. ,1 - U at - -- -- ---- .� . E3. O + z = O _ Z a 0 zo _ +I - --. 0 II o z +H - N 0D II ____ ___. . _. .. __... -- tO _Z- a z ------ . ---- O + -- _--+- a - 00 t0----- II z - - -. Ot- _Z a zo - -_. 0 m MO +F- F- O __ Z z0 --.-... _. _.__.. © MO +F- . �( 00 W II -- - II --- -- - -- - - -- _.- - _---. - co c0 II 10+00 11 +00 12+00 13+00 Z CJ L>,.I I W J 1= I.L. Z C) Z J W (� Z I.L. U in w '^ V NN I.L 0 �0a0 a W L� � U] W N1 W 0 > ■ U ■ J ■ a ■� CnN N O N ( L0 o U LC) 17) ■■■� N CV I cV CD I 3 N (0 L o •° 0) CD 0 (O °) W J L Zj- 0 0 "I- o- Ln0 ItI W fn C� �_ O o - U � N U p Z [ Q a CD � III IN Z� J LIJ LJ � Z 1 MIN In OZ c) LLJ T H OF l'II �O f O r' JOHN C. LEWIS No. 21621 IONAL SURVEY: C. I.: P-L, PLC: 2' DRAWN BY: JOB NO.: RED 0604016 SCALE: DATE. AS NOTED 7/19/06 SHEET: 5/7 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 floggers 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 utilityfacilities or i h i terns that may be in conflict with the proposed construction activity. Y P P Y 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 b the local VDOT Residency ff' r- DO0 ice a e construction conference shall be q Y. P arranged and held by the engineer and/or developer with the attendance of the contractor, 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 resent to insure the sample obtained is representative of the P P P P 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 underdroins 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 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 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 OF 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 0 ED 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 LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. 8. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: a. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME. b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. f. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 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. NATIONAL 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 Park Center drive with in the Fort Collier Industrial Park. The site is currently vacant. The property developer proposes to construct one 3,000 square foot building with associated parking and truck loading areas to be used for office/manufacturing purposes. Preparation for the construction of the proposed project will include the rough grading of approximately one acre 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 brush and existing vegetation. The ground has soft slopes down to the existing 100 year floodplain. Soils The USGS Soils map shows the predominant soil type on the site is Massonetto loam (29). The soil is very deep, nearly level, and moderately well drained. It is on the flood plains of spring fed streams flowing from limestone bedrock. Adjacent Areas The western property boundary is adjacent to a vacant parcel. The eastern property boundary is adjacent to an existing industrial use. The property boundary to the north is 100 year floodplain and the property boundary to the south is Park Center Drive. 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'I 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 any stru ctures used to trap sediment. All 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 any circumstances. 3.05 Silt fence will be installed downstream from the construction area and maintained until permanent seeding has been established. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, 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. 3.30 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. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of conistruction. 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. Vegatative stabilization shall be uniform, mature enough to survive and adequate to inhibit erosion. Seedbed Preparation: a. Scarifyto 1 " to 2" of soil after f' p ate anal 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.oc 97 85 Red clover 8 Ib/oc 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Gross -(season dependent) Sept 1 - Feb 15: Annual Ryegross 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegross 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 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. NOTE: ALL TEMPORARY CONTROLS WILL BE REMOVED WITHIN 30 DAYS ONCE NO LONGER NEEDED. TRAPPED SEDIMENT MUST BE REMOVED AND STABILIZED. STORMWATER MANAGEMENT NARRATIVE: THIS SITE IS LOCATED ADJACENT TO THE 100 YEAR FLOOD PLAIN AND DRAINS INTO REDBUD RUN. THE TOTAL SITE AREA IS 2.126 ACRES WHICH IS LESS THAN 1/100 TH OF THE TOTAL CONTRIBUTING DRAINAGE AREA TO REDBUD RUN. THEREFORE, AS STATED IN THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK, THIS SITE IS EXEMPT FROM STORMWATER MANAGEMENT REQUIREMENTS. THE 10 YEAR PRE -DEVELOPED RUN OFF RATE IS 5.06 CFS AND THE POST -DEVELOPED RUN OFF RATE IS INCREASED BY APPROXIMATELY ONE CFS TO 6.19 CFS. THE EXISTING FLOODPLAIN WILL ACT AS ADEQUATE CHANNEL FOR THIS SITE. STEEL OR WOOD POST STEEL OR WO,QD POST 36 HIGH MAX 12" MIN EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT 10 FT MAX. SPACING WITH HIRE SUPPORT FENCE PONDING HT. WIRE & FILTER FABRIC ATTACH SECURELY TO UPSTREAM SIDE OF POST. RU NOFF o 9" MAX. (RECOMMENDED) STORAGE HT. • • • 12" MIN. 4"x6" TRENCH WITH COMPACTED BACKFILL STANDARD DETAIL TRENCH WITH NATIVE BACKFILL PONDING HT. ALTERNATE DETAIL 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. 5. STAPLE WIRE FENCING G 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 STORM SEW. W ENDWALL, FIELD MITRE, OR END SECTION FLOW SLOPE=0.00% STON E- L OUTLET ID L W D STONE TONS REQ'D 1 15' 15' 24' 3 x 8 Nom. 8 EXISTING Pr) A rl lu e v SEDIMENT BARRIER (STRAW BALE TYPE SHOWN) \ SUPPLY WATER TO WASH WHEELS IF NECESSARY. Q 0 Q ly- LLJ Q O` A t- O O C� Z_ H in X LLJ Q- ry0/ DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2OR GREATER y, FILTER FABRIC SECTIONA -A NOTE: / V) SPILLWAY USE NDBAGS, STRAW BALES OZ OR HER APPROVED METHODS TO HANNELIZE RUNOFF TO BASIN AS EQUIRED. O FLOW O� FLOW •`�LCS AWASHRACK 2"-3" COURSE 9 " Z AGGREGATE MIN. 6" THICK F' ro ® x . 0 oU°t�rs o 0 0 0 I .CO°r,r�I�e "'Or +)r,-..,r�� -,y a0• XC,� '4 : gip'$ pA '..' a�Pr+AI•ti..•.�. n'C`k�;1¢ `� I 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 3RIOR WHENO W SHIINGENTRANC IS NTO PUBLIC RIGHT-OF-WAY. REQUIRED, EQUIRED, T SHALL BE DONE GRAVEL ON AN AREA AT DRAINS INTO ANAPPROVEDSEDIMENT TWITH CRUSHED TRAP CONSTRUCTION 4.OR INSTDALIL CATT EBASIN. GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT SILT FENCE CULVERT INLET PROTECTION 0 0 TOE OF FILL 0 0 SILT FENCE 0 0 0 0 * DISTANCE IS 6' MINIMUM IF FLOW fIS TOWARD EMBANKMENT L FLOW OPTIONAL STONE COMBINATION" FLOW 1.0' 1.5' �Y1 T 2.5 A r� * * VDOT #3, #357 OR #5 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED EROSION & SEDIMENT CONTROL KEY CLASS 1 RIPRAP 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE (;E ..... ............................... 3.05 SILT FENCE -X- -X 3.07 INLET PROTECTION0 0 3.18 OUTLET PROTECTION E) Rq 3.30 TOPSOILING To - 3.32 PERMANENT SEEDING ME ca O O J_ Q L W Z O _0Z U p D Z Q 0 U L.Li J 0 Z Q oWz _J (� (/') �Z� � mU> O O go�� awT� (nO U Lj W Li W _-D X/� a- � Q ■ U J ■ E +� NLn 0) 0 LO 0 CV I I 3 co W c �00 J �' `) -.4- a @ 1 a) C a� a) U 0 b7 V) 0 - E 0 U <- N ~ U 0 LL_ W Q a T H OF �O Q o JXC. S No. 21621 L SIONAL SURVEY: C.I.: P-L, PLC N/A DRAWN BY: JOB NO.: RED 0604016 SCALE: DATE: N/A 7/19/06 SHEET: 6/7 STD. cc-2 VAN ACCESSIBLE SIGN, W m �{ 4" B A Im��an y � J� ** PR. STREET OR I P --12" x 18" STD. Q AISLE APPROACH To 2 R END OF STALL - w =.. CONSTRUCTION ® 2'-0" 5'-O" 0 DOWELS, e" LONG CG-11 I w) BE THE SAME AS 5' p• 0 1z" C-C ERMISSABL.E a RESERVED RESERVED STRIPE OR CURBING o cn MAINLINE ROADWAY. JOINT ST'D CG-2 LOPE: 12:1 CONSTRUCTION JOINT PARKING PARKING OR CG-6 12 1 48:1 MAX. MAXIMUM N �Q (RADIUS TO BE AS 20:, �:, MAX. -�---- WHITE PAVEMENT MARKING, � �I �o SHOWN ON PLANS_ - - cuRe W1 T_� cn 4 WIDTH, LENGTH AS z I oo ) CLASS A3 STD. U-CHANNEL Z SHOWN ON PLANS. L`' (RADIUS TO BE ASV g SHOWN ON PLANS - I -w (H.E.S.) SECTION 8-B VAN * Z T ACCESSIBLE /vt1► WHITE SYMBOL PER ADA CONCRETE � ® 7" WHERE STD. CG-3 CG-7 IS USED. O O ON SOLID BLUE BACKGROUND U • SECTION A -A Ln w CL ---- - _ PENALTY ><+�-� �ALr >hoo-eoo a (n / TRUNCATED DOMES ��^fig --�" Z-A.IArmr� 1rnwAwArzoo WHITE PAVEMENT MARKING, z W U A �-LN*Ik4" WIDTH, 2' CC; 45' ANGLE o w 31 CONSTRUCT GRADE CHANGES WITH A TANGENT P� --' "" `-� VAN HC % ARADIAL COMBINATION I --� -� PARABOLIC CURVE. � 12:1 ACCESSIBLE SIGN CURB & GUTTER I ---'-` - r � �- SIGN � or 4 7 T (ST'D. CG-6) ® WHEN THE ENTRANCE RADII CANNOT a.. 12.1 PROP. GROUND 8' 8' SIDEWALK I ® ACCOMMODATE THE TURNING REQUIREMENTS , �)-6' OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE - OR 5 ;. 5' X o NOTE: 6" EXPANSION JOINT DEPTH FOR SIDEWALK AND CURB RAMPS MIN * OPTIONAL WITHIN THE LIMITS OF THE RADII SHOULD BE HANDICAP SIGN DETAIL ALL CONSTRUCTION SHALL CONFORM TO ADA � EXPANSION JOINT FLOW LINE INCREASED TO 7". ATM. 2" HIGHER THAN ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. MAINLINE ROADWAY WHEN STADARD CG-1 1 IS USED FOR EDGE OF PAVEMENTAT M M, SAME As NOT TO SCALE I NOTE: WIDTH "B"= 2'-0" ENTRANCES BUILT IN CONJUNCTION WITH 2' TOP OF CURB. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX N Q OR AS SHOWN ON TYPICAL VDOT PROJECTS, PLEASE INOTE THE M'" TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL o SECTION. FOLLOWING: TYPICAL PLACEMENT TYPE C (PARALLEL & PERPENDICULAR) ** MAINLINE PAVEMENT SHALL BE CONSTRUCTED AT INTERSECTION APPLICATION SIGNS MAY BE PLACED ON BUILDINGS WITH O 10 SLOPE MAX. D TO THE R/W LINE (EXCEPT ANY SUBGRADE WITH SUFFER STRIP CONSENT FROM BUILDING INSPECTOR. z EDGE OF SHOULDER OR - PARABOLIC SLOPE CHANGE OPTIONAL FLOW LINE CURVE STABILIZATION REQUIRED FOR MAINLINE PVMT. �" DIA. ® WHICH CAN BE OMITTED IN THE ENTRANCE. THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED D ) USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. WITH 60" x 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET , A RADIAL CURB OR COMBINATION CURB AND CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK 1 PARKING LOT STRIPING DETAIL MAINLINE ROADWAY ANY GUTTER SHALL NOT BE CONSTRUCTED a. DIA. WITH A WARPED SURFACE. BEYOND THE R/W LINE EXCEPT FOR NOTES: REPLACEMENT PURPOSES. 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL NOT TO SCALE $% MAX. SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL. OTHER �/� SLOPE CHANGE TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE y n 5 40' MIN. FOR D WHEN USED IN CONJUNCTION WITH STANDARD �U"A�D DUME ENGINEER. N J MIN.~' I CG-3 OR CG-7, THE CURB FACE ON THIS DETAIL HEAVY LIGHT - STREET CONNECTION STANDARD IS TO BE ADJUSTED TO MATCH THE 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF �" EDGE 0_ F GUTTER Q CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A 20' DESIRABLE FOR MOUNTABLE CURB CONFIGURATION. � � � 1.5" SM-2A 2" SM-2A COMMERCIAL ENTRANCE CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). SEE STANDARD CG-12 FOR CURB RAMP DESIGN 2 d. TRUNCATED DOMES 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MIONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE TYPICAL 1' NOSE DOWN CURB -3 BM-2 o W TO BE USED WITH THIS STANDARD. c_c CONSTRUCTION JOINT WITH REQUIRED BARS. .................. ,. „ .................. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CON NOT TO SCALE-8 21 -A 8 -A-i *PLANS ARE TO INDICATE WHEN CONSTRUCTION OF ..... BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. - A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE ENTRANCE VOLUME DESIRABLE MAXIMUM DRAINAGE ACROSS THE ENTRANCE. % O O O 5. REQUIRED BARS ARE TO BE NO. 5 x 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, ~COMPACTED COMPACTED- 41I=III=III - Z HIGH (MORE THAN 1500 VPD) 0% 3% MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER 1'/2". I I -III -III= SUBGRADE SUBGRADE - III -III - I- 0 MEDIUM 500-1500 VPD <3% OPTIONAL FLOW LINE MAY REQUIRE WARPING OF O O O O O O -III-I I- I I -III- V 6% 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT OF j I - LOW (LESS THAN 500 V D) <6% 8% A PORTIONER. OF GUTTER TO PRECLUDE PONDING NU CURB/CURB AND GUTTER. I MI I I-- NOTE: O O O O O 00 O I 7. WHEN USED IN CONJUNCTION WITH STANDARD CG-:3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE HEAVY PAVEMENT SECTION IS TO BE APPLIED TO Q METHOD 0 F TREATMENT- ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. THE PROPOSED ENTRANCES, LOADING AREAS, AND CONNECTION FOR STREET INTERSECTIONS 0000 OOO O 00 O FIRE BE APPLIED TO THE PROPOSED PARKING STALL 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO 8E ACCESS AISLES. LIGHT PAVEMENT SECTION IS TO Z PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSISI BLE ROUTE WITHIN THE RIGHT WAY OF A HIGHWAY FACILITY S CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING LIGHT POLES, FlRE HYDRANTS, DROP INLETS, ETC... AND COMMERCIAL ENTRANCES WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP AND ADJACENT TRAVEL AILSES. O 0 O O O O O O O O RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. (SEE BELOW) VDOT 2001 STANDARDS NOT TO SCALE 9. RAMP MAY BE PLACED ON RADIAL OF TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN F_ THE LIMITS OF THE CROSSWALK. ON -SITE PAVEMENT DETAILS VARIABLE NOT TO SCALE 3' MIN. 10. TYPICAL CONCRETE SIDEWALK 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 I II I Q TYPE C PARALLED & PERPENDICULAR) APPLICATION N.T.S. HRGINIA DEPAKTMENr 203.05 II i Z or TRANSPORTATION 2003 Q w Z STD. CG-2 I J uj (' N Z mLv> PERMISSABLE OO #5 DOWELS, 8" LONG N I Q 6" 2'-0" 5'-0" V 5' 0" CONSTRUCTION 0 12" C-C PERMISSABLE r I U- '■ JOINT ST'D CG-2 SLOPE: 12:1 CONSTRUCTION JOINT V) Y OR CG-6 12 1 4 MAX. MAXIMUM W Z 20:1 48:1 MAX. cm I O Q T _ 0 O � a, a Q O I U B LLn SECTION B-Bpo _ M OO 7" WHERE STD. CG-3 CG-7 IS USED. Q M11 >U SECTION A -A I� J 6 W f 1' Q W J A TRUNCATED DOMES - � uj 2" 6 �p o V 0 Lv Ld I� n Lv TANGENT PLAN ----' 13' 7�, � o U 0 LLJ M � --`� W V) LGH Q Z 6„ 2,-0„ IW 1 I --=-- M'" N- COMBINATION 6" CURB & GUTTER Q ' HIGHER THAN NOT TO SCALE EDGE OFPAVEMENT ` ' (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) ( J AT M M, SAME AS I 2 TOP OF CURB. MIN o 14i TYPICAL PLACEMENT TYPE C (PARALLEL & PERPENDICULAR) will, O � U AT INTERSECTION APPLICATION 6 � N N WITH BUFFER STRIP 2"�„ o " DIA. I I Lu 3 .E c THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE }� 1 II W rn O 0 0 T USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES 13 I I V) WITH 60" x 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET n I _c �" DIA. CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK %" WITH A WARPED SURFACE. o cn o PAVEMENT TYPE DIAGRAM � V)� � 'E � U U) 0 _ NOTES: ,> �o En - ,� 6 �� 2 _O 1 " = 30 _ q a) U o 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 C G - 6 R E TRUNCATED DOME TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE COMBINATION 6" CURB & GUTTER REVERSED 6" Z DETAIL LLJ ENGINEER. I 2"R 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF NOT TO SCALE I co Q 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). `� i� TRUNCATED DOMES 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE I C -C CONSTRUCTION JOINT WITH REQUIRED BARS. z V) 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CON G - 6 6" 2'- 0" J W I O O O LLJ BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. Z 5. REQUIRED BARS ARE TO BE NO. 5 x 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, D- z_ C 0 M B I NATI 0 N 6" CURB & GUTTER z oz MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER V/2 z z J NOT TO SCALE W 00 O O O O J w 3 (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT OF ELE D- w o �j CURB/CURB AND GUTTER. ~ Y N U 0_ 0000 O O O O EX. PARK CENTER DR. 1 7. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE o 30't �w EXISTING OR PROPOSED CURB(TYP) �`�Q.,�TH OF Dj ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. 12 LANE WHERE SHOWN ON PLANS ( ✓� 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN AN THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE 0000 O O O O PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSS SLOPE = 1/4":1' 3.5' �IN C. LEWIS CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC... OR AS REQ'D TO PROVIDE 11 21621 WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP TIV DRAINAGE (OR AS SHOWN ON PLANS) RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED Pr++ III=1 t CG-6 _ 0000 O O O O BY PERSONS WITH MOBILITY IMPAIRMENTS. * .... I I -III :� O 1.5" SM-12.5A ..'.'.......... ...-.-1III ��s �yti 9. RAMP MAY BE PLACED ON RADIAL OF TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN -1 I I-1 i'I'-1'I'i-i I i _ S ................................. ZONAL 11 I, I 11-1 11=1 I MI I I-1 11=1 I I-1 I I=i i i-I 11=................................... . THE LIMITS OF THE CROSSWALK. - - _ VARIABLE ' '-I � I -III -III -III -III -III -I I I-III=1 3' MIN. 10. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING 3" BM-25.0 SURVEY: C.I.: PAY LIMITS REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7". 8" 21-B P-L, PLC N/A COMPACTED SUBGRADE EXP. JT. MAT'L 4" CRUSHED STONE CG-12 DETECTABLE WARNING SURFACE (3000 PSI) 4" coNc DRAWN BY: JOB No.: RED TYPE C (PARALLED & PERPENDICULAR) APPLICATION 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) SCALE: 0604016 DATE: N.T.S. VIRGINIA DEPARTMENT 22003 TYPICAL STREET WIDENING SECTION TYPICAL SIDEWALK/CURB DETAIL AS NOTED 7/19/06 OF 2003 TRANSPORTATION SHE : 7/7 NOT TO SCALE NOT TO SCALE GENERAL NOTES 1. The property delineated on this plan is located along Park Center Drive, outside the Winchester City limits in the Fort Collier Industrial Park. The site is currently vacant. The property owner proposes to construct a 3,000 square foot building with associated parking and truck loading areas to be used for office/manufacturing purposes. 2. Property Owner/Developer : William R. and Monica W. Callaham 108 Rugby Place Winchester, Virginia 22603 3. Engineer/Landscape Architect: PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Contact: Mr. William Callaham Telephone: (540) 665-8045 Contact: Mr. John Lewis Telephone: (540) 662-5792 4. Topographic information shown on these plans was provided by Painter -Lewis, P.L.C. (540) 662-5792 5. Site Data: Parcel Area: 2.126 Acres (92,608.56 sf) P.I.N: 54-A-36U Zoning: M1 (Industrial General District) Magisterial District: Stonewall Existing Use: Vacant Proposed Use: Office/Manufacturing (No Retail Use) Front Yard Setback (R.O.W.): Required- 75' Provided- 76' Rear Yard Setback: Required- 25' Provided- 234' Side Yard Setback: Required- 25' Provided- 27' Maximum Building Height: Allowed- 60' Proposed- 20' F.A.R. Allowed- 1.0 Provided- 0.03 Total Building Floor Area= 3,000 sf (One Story) Greenspace: Required- 25% (0.53 acres) Provided- 86.8% Impervious Area: Allowed- 75% (1.59 acres) Proposed- 13.2% Total Building Footprint Area= 3,000 sf Total Asphalt Pvmt. Area= 9,242 sf TOTAL= 12,242 sf 6. Parking Space Requirements: Property Line Setback: Front (R-O-W)- 25' Provided- 42' Side- 5' Provided- 83' Parking Spaces: Required- (1) space per 250sf of Office Space 272/250= 1.09 spaces Required- (3) space per (4) employees for Manufacturing Space Total number of Empoyees= 6 6/4*3= 4.50 spaces TOTAL SPACES REQUIRED: 6 TOTAL SPACES PROVIDED: 6 (Including (1) van HC accessible) Loading Space: Required- (1) space for 30,000sf-100,000sf of Office Space None Required (272sf proposed) Required- (1) space for each 40,000sf of Manufacturing Space I None Required (2,728sf proposed) II Provided- (1) 12' x 45' Loading Space II C 40 7. Handicap Accessibility. HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. II 8. Landscaping, Buffers, and Screening: See Sheet 4. 9. Lighting: Exterior lighting will consist of wall mounted lights. All lights will be installed to II prevent off -site glare. 10. Trash Receptacles: There will be no exterior trash receptacles on this site. All trash will N;0�II be removed by the owner/tenant. If in the future a dumpster should be located on this site rn L" it shall be located in conformance with the requirements listed in the Frederick County 4. ,, 1 Zoning Ordinance to include a concrete pad and screening. !:o 1 11. Signs: All signs proposed for this development shall conform to section C: mo 165-30 of the Frederick County Zoning Ordinance.io 12. The majority of storm water runoff generated by this development will be directed to v g M flow by overland relief to the floodplain at the northern boundary line where it will then be DD Collected in existing Run Bud Run. The remaining storm water runoff shall be directed to flow to the existing roadside swale adjacent to Park Center Drive. A culvert will be installed z II 1Y�W under the proposed site entrance. " ® Cn 13. Environmental Features: I Wetlands- No wetlands have been identified on this site. Flood plain- According to the Flood Insurance Rate Map for Community Panel Number: `,pink Holes- No sink holes have been identified on this site. � Steep Slopes- No steep slopes have been identified on this site. I 14. All proposed utilities will be installed underground. WATER AND SEWER SERVICE NATURAL GAS 0 Frederick County Sanitation Authority Shenandoah Gas P.O. Box 1877 350 Hillandale Lane Winchester, VA 22604 Winchester, VA 22602 540-868-1061 540-868-7911 BUILDING INSPECTIONS Frederick County Inspections Department 107. N. Kent Street Winchester, VA 22601 540-665-5656 EROSION AND SEDIMENT CONTROL Frederick County Public Works Department 107 N. Kent Street Winchester, VA 22601 540-665-5643 RESPONSIBLE LAND DISTURBER NAM E: 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. E 3 ELECTRIC SERVICE Allegheny Power 3463 Valley Pike Winchester, VA 22602 540-722-5830 TELEPHONE SERVICE Verizon 404 Hillandale Lane Winchester, VA 22602 540-665-3156 PUBLIC ROAD IMPROVEMENTS Virginia Department of Transportation 14031 Old Valley Pike Edinburg, VA 22824 540-535-1818 CALLAHAM GUITA' S PROPOSE � 3,000 SF BUILDING s , ;e ,yq ax•,' r TA.ta v 3 y �7 Residue' of T. m.54-A-36A FORT COWER GROUP, L.C. it ZONED: M 1.73 I USE: VACANT NJX5L§6" / 1 � 1 off. o \ ` P ® \ I \ � E -- SEPARATE DID ITEM OPTION- p, MG. NG, AND \ o \ APPROXIIdATELI!0.65 ACRES o\ \ t I (190 030' AREA) I q Residue of T.M.54-A-36A FORT COLLIER GROUP, L.C. D.B.766, P.73 ZONED: M 1 USE: VACANT 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 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 FOOT. N THE GUTTER OVER AAE 10LENGTTRHA (TSYIP) LIST OF DRAWINGS: SHEET 1 /7: COVER SHEET SHEET 2/7: SITE LAYOUT, SITE GRADING, AND UTILITY PLAN SHEET 3/7: EROSION AND SEDIMENT CONTROL PLAN SHEET 4/7: LANDSCAPE PLAN SHEET 5/7: UTILITY PROFILES AND DETAILS SHEET 6/7: CONSTRUCTION DETAILS AND NOTES SHEET 7/7: CONSTRUCTION DETAILS AND NOTES -�7 �s TH v JOHN C. EWIS P 0 ti �`SSI0�1dAL �Cs ING ADMINIS ATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL SITE PLAN VALID FOR TWO (2) YEARS FROM DATE OF FCSA APP 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office®painterlewiscom JOB NO.: 0604016 SHEET: July 19, 2006 1 /7 Revised: October 23, 2006 . . .. . LdLd �- m ... v� \596� y+ W ( O T Q 15 GAS o I EA SEMEN T DB 7751852 III II PO WER EA SEMEN T DB 76.3/811 Residue of T. m . 5 4 II 1% II _ FORT COLLIER GROUP, L.C. —T D.B.766, P.73 ZONED: M1 Y Y z� ° 2° 4 6 3 8 E �'� 1 43 26' USE: VACANT _ _ ss N41 51 56 E 166.91 ' — _ A --_ _ - _ —�� 5' ! „ l Y / 1 C Z III ._.• m � _ N 3 �• - _ _ -- PARKING S ETBACK ,• 'O — -- '--'---- - --- . Y Y . •co 1 -, ' , I I `, 9 Z j Q�YARp 9 s p' DRAINAGE ASEMEN sue, ' 78 7/ / � H i LIMITS OF CLEARING AND GRADING I I III 6, N,� MATCH EX. = I cn Z 10 CD A��• � �4° �r tv 00 I � 169 00 2 S I W n A x6 d. 6 119 I 6, Q �.D } V LLJ Z> --{ 'I I�i1 r� I VtIII 6�'! 69V�Ig ` �,\�6,J• �C1�C. \ //r\ `,. O • -w■ 6 _ A S� -: H: Z (n is 59 �.r°, Al y\ Y �° o Sc�. � S"9 z CP � a: cz I I�• W I I m sy 6, X��99 68 \ I \ °T t O \ \� �O Residue of � w/ LL W — > ro z p = Il..f p II �vLIITS OF CLEARI G AND GRADIN m� sq IlkNam\ 74 T.M.54—A-36A X G a9I FORT COLLIER GROUP, L.C. ` e O y Y �'' D.B.766, P.73 Q U w in Y U Q z cD iI U II �s s� �� s - .a9� -�� 6; s� 6�, �\ \ ����°, s L0 I r. �� �;`. ZONED: M1 -�rT1 Dn (— D v ,, v ;Q I �_ LLJ — Q W I 0 ! I o C� ,S DIRECTIQN TO DRAIN SEPARATE BID ITEM OPTION CLEARING GRADING, AND SEEDING Ys� y, F y USE: VACANT �� \ ro ��� �' �a, Jc \x 6, �9 �� 6°� g J W N Y z ��' y, �A °° APPROXIMATELY 0.65 ACRES --- �9 �,LLI , (19 0' x 130' AREA) �' D �\ , fl �� Q U O W 0 n r�' WATERLINE 20' WATERL EASEMENT ��� _.... % S� p 6, % r �� �a F� \ �\ \ \ \ 1�, \ � � � U W W NN I NN l� I— LIJ v� ° Q I ��.'� % PR. M 5/8 �,p TER / F 6m 9 R� Z °! �� cs 6 �J �� s Ys, 0'� �SANI TAR Y p LL i a-� X �� , -9.0- 6� o i ��X i 9, �° D 01 SEWER EA SEMEN T �O DB 7�784 II W I ■ I_ 0 14.0 cn w p ' I ! i t s �A A I TRANSITION CURB n� TO MATCH m PAVEMENT GRADE T °d s� - Y m ��, 6�a '� �_ © v� Y \ \ \ O \ 6 0, \\ II \ ■ J ■ - 141r, m Q I I !!WWYYj W S -'5' CONC. S/W.. Y Cn e, cD N Ln I ao +1 II w Q I I V -I: �i i o : O. O ROLL -UP DOORS - \ ism �� \ \ j N I 3 N co N N CD L 3 v �. w J cnl CONNECT SEWER WATER TO BLDG AND AS REQ. s ' aj \� W p 0 a — — X W D Uj �< W s PROP. 272 SF 3,000 SF BUILDING o OFFICE, 2,728 SF MAN.) Y69 °�� '° ST 7g - - ' o �s .. ��, 0 - w- a� s o z I _ Of MAX. HT: 20 FEET (ONE STORY) ",� h c° � •o 6 MATCH EX. PVMT. �� w wl Imo' R. SIGN FLOOR PIN: 54-A-36U ELEVATION = 685.50 ZONED: M1 '� W //y -=�- w! i 76.1 LOT AREA: 2.164 ACRES- s .o �5' S1I2E YAgD 6a- - - Ya Y6 e To - — — — a I _ - - - , �- —am �9 \ p w CO 4 PVC SAN. LAT. 4 PVC AN. LAT. �� C _� TAP BY FCSA LIMITTS OF ClE �„EARING ND ACING II \ Z wl x > W 6 N LIMITS OF CLEARING AND GRADING / CL C 86 J . 6 Q - 's o — 5' PARKING SETBACK _ — s� ---- _� ��` - ._.. - - II 9, z T4 j OT 28 S38° 18 0' 2' 429.84� 0 W I TM=54—A-36L GREEN BAY PACKAGING, INC. �� � �� \\ TH OF —� POWER EASEMENT DB 76JI811 D, B.789, P.1533 rt-t ZONED: M 1 � - 6 �6�, �� AP J9 !� 0 f 9 15' GAS USE: INDUSTRIAL II J N 2 LEWIS a No. 21621 ,! I I EASEMENT 's ww� I � I DB 7751852 sSIONAL II' I II SURVEY: P-L, PLC C. I .: 2' II, 20 O 20 60 II DRAWN BY: JOB NO.: IIRED 0604016 Scale 1 = 20 f t II SCALE: 1"=20.0' DATE: 7/ 19/06 SHEET: 2/7 X j� XpC W I I wi X 7 EASEMENT 5' GAS Q r \ o z // DB 7751852 POWER EASEMENT 6e 6� DB 76.31811 B Sys EX�N� } N41°51'56"E 1 - - E 1 6=` - 6� - _ - - C. r-- N 3 2�_ _ _ --- - 5_PARKING SETBACK .__ �°�°J ,. %�oR �� A // ♦ S -- I I 6�J DRAINAGE sm - _ �� rA SEMEN T SIti - -- — - 2' �YA 489 �- DB 787/ X �-- \ (!4 X X X X X cx) \ \ I� z , s�� j '��� s `? p -q, .aa ' ,���9 I4 '• 4 �� .erg � � � �j � //k SOJ A 619� • 5� 65 i �� 11,9.1 9S X °ma X X �a �sg X �9. � �x .} ' �o O 686 ° EROSION &SEDIMENT CONTROL KEY � T IO> + a --rn a "L7 111 J� II o I � � J � IN Js s 9 � �a T r �l a9 e9 J y \ 3.02 TEMPORARY STONE CONSTRUCTION CE ............................... ENTRANCE 3.05 SILT FENCE SF x x X x 3.07 INLET PROTECTION S-0 3.18 OUTLET PROTECTION OP 3.30 TOPSOILING To 3.32 PERMANENT SEEDING - PS _- • _ -- *ems 9, � , r 9 -SANI FAR fli \ 6 SEWER EA SEMEN T �0TDB 71784 I III 711 a7 ts'• X •s � J . x I > TOP SOIL Z I STOCKPILE LOCATION N �� m ��Q �' °m D 69 i .6 6 � ° 25' SIDE YARD - - - - - - -- --- 6°J�s II �� �� �� X X X X X X =�X_ 686 _ D x X X X X •-- --- _ -- _... 5' PARKING —SETBACK X I �— 5 ��� ,z�S 3 718 0 21V 4 2 9.8 4 7, �r II Jl h \ PO WER EA SEMEN T DB 763I811 15' GAS EASEMENT II DB 7751852 ° II II 20 0 20 60 II II Scale 1 " = 20 ft II Z J F- U W 0 Z0 Q Z Z 00 En- V o Ix W �oQ a w Z J W V Z) Z Of � w n U) (� 0 M Z 0 a- 0 _ V ro Q W U 0 Uj Lv 0/�/ w W W V J E .. a o cn N (n N N I 3 N CD cD � W � C �'�'�00 ^_ 1 C J cn > J W cn (0 s a 0 _ �p V � U Z W a 0 cf) z J i � W In Oz LL UW �ti,TH OF f� J C. LEWIS a No. 21621 OA ss1'ONAL SURVEY: P-L, PLC 2' DRAWN BY: JOB NO.: RED 0604016 SCALE: DATE: 1 "=20.0' 7/ 19/06 SHEET: 3/7 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 some 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, ( WEAK BRANCHES. ALL SHRUB BEDS TO I EXCAVATED OF ALL EX TO REQUIRED DEPTH A 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 AROUI� 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) UPRI( TREES U( TO BE GI TREE WR, RUBBER 2"x2" HAf 2 PER TF 12 GAUGE WIRE-DOL 4" MULCF 3" SAUCE EXISTING SOIL MIX COMPACT( TREE FRC UPRIGHT FIRM BEA REMOVE 1 ROPE FROM ROOT BALL. TREE PLANTING SECTION LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 9,242 sq. ft./2,000= 4.6=> 5 trees Provided Trees: 5 trees Required Headlight Screening: 3' high screen along Rights - of -ways and adjacent properties. (1) Shrub per 40 ft of parking lot perimeter= 15.6=> 16 shrubs Interior Areas: (1) Tree Per 10 Parking Spaces Trees Required: 6 spaces/10= 0.6=> 1 trees Trees Provided: 1 trees Zoning District Buffers/Screening: None Required. (All surrounding properties are zoned M1) (w �0 _ a- Ln >� II Ld >— o 0 Cn Iry 0 w ILU I— IF— o Iz I_ I LU U Y Q PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS IC 16 Ilex cornuta 'Dwarf Burford' Dwarf Burford Chinese Holly 36" min. ht. 3' o.C. TC 6 Tilia Cordata Littleleaf Linden 6' B&B 35' o.c. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING -- ZONED: M1 I USE: VACANT N41 °51 '56„E 6' -- — — — 166 91' _ 71 43.2 _ _/ N32`46 38 — _ 5' PA -- _ __ _ _ RKING SETBACK I I 20 0 20 60 Tw9w%iiiii !Siiiii Scale 1 " = 20 ft (6) TIC - (16)IC ; a�. NAVA PROP. 3,000 SF BUILDING (272 SF OFFICE, 2,728 SF MAN.) MAX. HT: 20 FEET (ONE STORY) FLOOR ELEVATION = 685.50 PIN: 54-A-36U ZONED: M1 LOT AREA: 2.164 ACRES SEPARATE BID ITEM OPTION — CLEARING, GRADING, AND SEEDING APPROXIMATELY 0.65 ACRES (190'x 130' AREA) - ---25-SIDE YARRRM Z O W W J w O QZ J V 0 Z 1' Ix 00 Z_ Q p W Z_ —� W C� W Z X. m W > L w Z 0 � CL O Q I U M M s2; LIJ (/)mow LLJ o LLJ 0 IXW IX LJ_ > v J a CnL �T p (D N 0� o r U u7 V) N N I 3 CV N o ° (° .1 W 00C) J `�' ��� 0 a) 4- _I- W_C0 cn° V) O E U `- N 0 p Z �°LL.w Q ),t,T H O,F eo J0 C. LEWIS a No. 21621 %�,-SlsIONAL _ SURVEY: C.I.: P—L, PLC N/A DRAWN BY: JOB NO.: RED 0604016 SCALE: DATE: 1 "=20.0' 7/19/06 SHEET: 4/7 general backfill Max M general backfill ' 24" select backfill 6" All uaomnm»ocompacted m *5mmAarwo698 maximum density. 6" \_concrete 6" oowonsrssmcAosMswr TRENCH& BEDDING '1' Mxnvo Both joints mthe fitting shall u*restrained- maddition, all joints within the recommended length 04onthe large side mthe reducer shall be restrained. RESTR41NED LENGTH OF PIPE (Ft) SMALL LARGE SIDE JOINT SIDE PVC DIP mauuumntomotronmnmomwnecxon.any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 8. VALVE,DEAL) FIND (PLuG,FIRE HYDRANT) RESTRAINED JOINTS 'GrTMRW12" 1Op3 '2' MAnos '^ addition ~ restraining each "~'^~the tee, ,/ any joint that falls within the recommended length onthe branch outlet (m)piping shall uvrestrained, (2)any joint that falls within the recommended length mthe run (straight through) outlets (Lr)shall uorestrained. Across shall berestrained per xtee'srequirements for Lb. A Wye shall be restrained per a tee's Lr and a 45' bend's L requirement. DOWN BEND DEPTH 4 Fr. MIN. DOWN BEND RESTRAINED LENGTH Vertical offsets contain down and upbends. \ Ondown bends, one joint faces horizontal and the other points down. 0nvpbends, one joint faces horizontal and the other points up. Each side uxany vertical offset bend shall uorestrained. maddition, any 1o|mmat falls within the recommended length oneach side of the fitting shall be restrained (Ld, Lu). UPBEND DEPTH urBEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY SIZEITYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 9ZE/TYPE DEGRE OF 800S Ld (DOW) Lu (UP) 8, PVC VERTICAL OFFSET RESTRAINED JOINTS '6"THRU12" oOFu ---- - --'--~-'~^^- INSTALLATION NOTES: Same Side ` Exact location wmeter box assembly m»"approved prior *installation. u. Waterse rvice °uv st reet: * Encase m3" diameter SCH40nC or SDR21nipe. The piping shall run from one foot beyond sidewalk, across the street, mone foot beyond sidewalk. wInstall ,egauge solid insulated copper wire (for line tracing) from corp. stop minto the ~erte,box [wrap wire "ro.""ucorp. *"v; wire mwtaped * top * PET o,,vfoot intervals; come "pinto meter box wrap around bottom mangle bell valve; terminate with ,c^tail *°ce/. THIS WATER SERVICE CONFORMS roTHE UNIFORM STATEWIDE BUILDING CODE 5/8^x3/4^, 3/4^AND 1^ METER INSTALLATION -7- ^~-^` RESTR41NED LENGTH OF PIPE (Ft) TEE PVC DIP RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP 20 20 20 TEE, CROSS, We V In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE FITTING PVC DIP oonIZomr�Lesmo RESTRAINED JOINTS 'GrTHRU12" uOpu ,3- MAR 06 valvco,Inc valve box assemu*i lid: Figure No. rm"*o^xswsR' top section: Figure No. 7S2m bottom section: pw"rew"./oonu concrete skid pad ^"."^w _� / ��`o'm"."6"deep o,,m° 4" stone (4")cast iron C:7 cleanout cap with standard gasket and brass 9519MIEN plug having " countersunk square head eavy wall brick base sanitary wye sewer main 45' bend stone All pipe and ftttingushall ueSDIR 26 heavy wall sewer. SEWER CLEANOUT �dia. schedule 40steel pipe filled with concrete and painted yellow finished grade concrete encasement eoLuRo osrmL NOTE Weep holes shall not wsubject mbeing submerged. x installation wm""area having " high groundwater table, the Authority's engineer shall m,contacted for hydrant relocation as wm`�mu"��� required -- - �*^� n| �^ _\ � / mv� �17-----T--��m. ��m� [concrete �y screw type stone to be minimum of 6" adjustable above top of base valve box locator marker stone spigot by gasketed bell 45' bend z minimum �~u=^medmmmwnw"gs U ! �~8",4"nasxmedbell wyw mm`o"w.°*� | weld mv property mm ~J nm"mw � grade location marker cover wr -�I, \ treated 2"x 4"°ith. top 6" painted green ^---4" pipe mxm0% minimum grade m/pipe and fittings shall beoon26 heavy wall �� wmw �SEWER LATERAL FOR MAIN WITH COVER 15FT OR LESS MAY D6 FREDERICK COUNTY SANFTATION AUTHORITY CONSTRUCTION NOTES 1The Authority's Water and 3o*or Standards and Specifications are available at 2. The water and sanitary sewer portion of these plans are valid for two years from the date of FCSA approval. J. The contractor aho|| adhere to the standards and specifications in effect at the time of construction. 4. The contractor oho|| coordinate with, and arrange for inspection by. the Authority. 5. The contractor oho|| tie-in o new sewer |imo to on existing nnonhn|o by core drilling the manhole. 6. When on existing water main in tapped for the installation of o now line: o) The Authority aho|| furnish all labor and material. b\ The contractor must: 1. make application and pay deposit 2. mark the top location J. coordinate installation with the engineering -assistant 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's rnointononoo department nho|| furnish and install all water rnotoro though 2^ in size. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. Before u permanent meter is installed: o) The meter box, with its frornn and oovor, must be properly aligned with the oopperaotter. b\ The frame and cover aho|| be set to final grade. o) The distance between the top of the cover and the oopperaettor aho|| to be between 18 and 21 inches. d\ All components of the meter box onnonnb|y oho|| be in proper working order. A. For water and sewer oorviooa that connect to existing lines: o) The location of the service |otoro| is to be coordinated with the Authority's engineering assistant. b) An Application for Service must be rnodo and fees paid before work will begin. o The Authority aho|| furnish and install all 5/8''. 3/4" and 1" water services. d\ For all 1 1/2^ and 2^ water services, the Authority aho|| rnok* the top and bring the piping to the property line. The contractor oho|| furnish and install the meter vault onoornb|y. The Authority will install the meter. o) The Authority will install all newer laterals. 10. Any water service line must have o bookf|ow prevention ouoernb|y (double check valve or RPZ, as required). The oanornb|y must rnoot A33E standard No. 1015 or 1013. 11. All fire lines aho|| have bookf|ow prevention oaoernb|y (detector double check valve of RPZ, as required). The oaoornb|y shall meet ASSE standard No. 1048 or 1047. Any oxterior, privately owned fire line uho|| also have o fire service meter. This oaoornbly aho|| be installed immediately before the bunkf|ow prevention unit. Radio rood remotes are required. 12. FCSA Engineer aho|| review the nnoohonico| drawings containing the domestic and fire service meters and bookf|o* prevention doviooa, and approve the designs and nnotnrio|o. � ~~ | " A A � v � � � ^ � U - � v � | ` � | / T CULVERT: y��F�T" | \ �� ���j [_� [_[� | . �� ��� � - \�^"��� � Cr� � � �� ��°���� | �K � U U> U\ | U mechanical joint swivel tee with 6'ura"ch Jn 18) 40 LLJ UJ I- LAJ LJ CULVERT DRAINAGE AREA DIAGRAM /' � | 1 �[l ff .�[O/� / �� ./u /� '��"��n*x������ Culvert �� Design n������n� Report Solve For: Headwater Elevation Culvert Summary Allowable HVVElevation 885.10 ft Computed Headwater 884.50 ft Elevation HaadvvatarDapth/Height 0.61 Inlet Control HVVElev. 884.28 ft Outlet Control HVVElev. 884.30 ft Grades Upstream Invert 683.7 ft Length 45.00 ft Hydraulic Profile Storm Event Design Discharge 177 of Tai|vvatarBevadnn N/A ft Control Type [)udat Control U Downstream Invert 683.5 ft Constructed Slope 0.00500 ft Profile M2 Dapth, Downstream 0.5 M Slope Type Mild Normal Depth 0.5 ft Flow Regime 8ubcridoa| Critical Depth 0.5 ft Velocity Downstream 3.59 ft/S Critical Slope 0.005409 ft/ft Section Section Shape Circular Section Material CCP Section Size 15inoh Number Sections 1 Outlet Control Properties Outlet Control HVV Bev. 884.50 ft Ne 0.20 Inlet Control Properties Inlet Control HVVElev. 084.50 h Inlet Type End Section K4anningaCoeffioierd 0.013 � Span 1.25 h Rise 1.25 ft Upstream Velocity Head 0.22 ft Entrance Loss 0.00 h Flow Control Unsubmmrged Area Full 1.2 ftP U Title: Callaharn Guitars Project Engineer: R Dailey STORM CULVERT PROFILE 690 AQW) EXISTING GRADE PROPOSED GRADE -IN ------------ f@n CL WATER L1NE PROFILE FIRS 685 CLEARANCE ILL uJ LLJ ur LL 21. 00 10+00 SANITNZY SEWER LATERAL PRORLE 700 700 ------------ EXISTING GRADE PROPOSED GRADE 00 8,00 Vc Cq o LLJ � � ° Z Z _ n Z __ __ ~- US _X Z u~� a U �- ! v �� UJ Lj LJ a __ m ° N m N� � � -- "��� �mm w cn ' Cn o m w | C14 | w m � � .c mm� ur m _� ~- NN N � - �� c �- n Nm��,� �� c m o �N 0 m m mu u -� E o 0�� �- c - - m -6 o�- o o E LLJ �� �� 0 0 Z 11-1 1-- LLJ _J LLJ D Z 0- Z 0 0 ZLd DRAWN BY: JOB NO.: RED 0604016 SCALE: DATE: AS NOTED 7/19/06 5/7 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 floggers 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 utilityfacilities or items that may be in conflict with the proposed construction activity. Y P P Y 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 resent to insure the sample obtained is representative of the P P P P 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 LID 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, RIVE AISLES AND AND LOADING AREAS SHALL RECEIVE R CES, MAIN D 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 L ES 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 CPS 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 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 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 OF 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 AL ENGINEER. ALL FILL MATERIAL SHALL BE AND APPROVED BY A CERTIFIED GEO-T ECHNI C 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 LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. 8. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: a. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME. b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. f. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 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 (8) 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. NATIONAL 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 Park Center drive with in the Fort Collier Industrial Park. The site is currently vacant. The property developer proposes to construct one 3,000 square foot building with associated parking and truck loading areas to be used for office/manufacturing purposes. Preparation for the construction of the proposed project will include the rough grading of approximately one acre 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 brush and existing vegetation. The ground has soft slopes down to the existing 100 year floodplain. Soils The USGS Soils map shows the predominant soil type on the site is Massonetto loam (29). The soil is very deep, nearly level, and moderately well drained. It is on the flood plains of spring fed streams flowing from limestone bedrock. Adjacent Areas The western property boundary is adjacent to a vacant parcel. The eastern property boundary is adjacent to an existing industrial use. The property boundary to the north is 100 year floodplain and the property boundary to the south is Park Center Drive. 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 any structures used to trap sediment. All materials spilled, dropped, washed or tracked from vehicles onto roadways or into storm drains P r PP Y must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed downstream from the construction area and maintained until permanent seeding has been established. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, 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. 3.30 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. 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. Vegatative stabilization shall be uniform, mature enough to survive and adequate to inhibit erosion. 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 Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegross 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegross 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 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. NOTE: ALL TEMPORARY CONTROLS WILL BE REMOVED WITHIN 30 DAYS ONCE NO LONGER NEEDED. TRAPPED SEDIMENT MUST BE REMOVED AND STABILIZED. STORMWATER MANAGEMENT NARRATIVE: THIS SITE IS LOCATED ADJACENT TO THE 100 YEAR FLOOD PLAIN AND DRAINS INTO REDBUD RUN. THE TOTAL SITE AREA IS 2.126 ACRES WHICH IS LESS THAN 1/100 TH OF THE TOTAL CONTRIBUTING DRAINAGE AREA TO REDBUD RUN. THEREFORE, AS STATED IN THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK, THIS SITE IS EXEMPT FROM STORMWATER MANAGEMENT REQUIREMENTS. THE 10 YEAR PRE -DEVELOPED RUN OFF RATE IS 5.06 CFS AND THE POST -DEVELOPED RUN OFF RATE IS INCREASED BY APPROXIMATELY ONE CFS TO 6.19 CFS. THE EXISTING FLOODPLAIN WILL ACT AS ADEQUATE CHANNEL FOR THIS SITE. STEEL OR WOOD POST EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT J NDING HT. � � °- -- F �- 10 FT MAX. SPACING WITH WIRE SUPPORT FENCE STEEL OR WIRE & FILTER FABRIC WO,QD POST ATTACH SECURELY 36 HIGH MAX TO UPSTREAM SIDE OF POST. RUNOFF LAAV 12" MIN. WIAU TH COMPACTED BACKFILL STANDARD DETAIL TRENCH WITH NATIVE BACKFILL ;ECOMMENDED) STORAGE HT. 12" MIN. PONDING HT. RUNOFF d" GRAVEL ALTERNATE DETAIL 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 - ENDWALL, FIELD MITRE, OR END SECTION FLOW SLOPE=0.00% + D STONE OUTLET ID L W D STONE TONS REVD 1 15' 15' 24" 3 x 8 Nom. 8 • 17�t1:�•jl�•jlTi EXISTING PAVED ROADWAY SEDIMENT BARRIER (STRAW BALE TYPE SHOWN) \ DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% SECTIONA -A NOTE: / USE(HANNELIZE NDBAGS, STRAW BALES ORER APPROVED METHODS TO RUNOFF TO BASIN ASUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. <Q 0 Q 0 otf1 1 FLOIW 0 w > A O O C7 Z U) X W SPILLWAY 2 % OR GREATER FILTER FABRIC I o; FLOW _t' yX O��y7 rn rse ;, o .chr .0 •a... ., i; C ��•�' � Of .�,�a' a, �), ri4"tit' f"° z 2" 3" COURSE A k �9.. WASHRACK AGGREGATE a MIN. 6" THICK e- . Nt b F s �Y "h ti n f .� O O a �A ,pa a. t 7• A °•1S 'N ..,.�C..�a.a�, 6k:%��0�i.��•..i „�.. ?,}f,0 . .-h.'> ,• N...;., a. � Q ±�K-. �I - 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 ENTRANCE PRIOR TO NTO PUBLIC 3. WHEN WASHING ISOREQUIRED, ITSIHALL BE DONE GRAVEL ON AN AREASTABILIZED WITH CRUSHED CONSTRUCTION TAT DRAINS INTO ANAPPROVED SEDIMENT TRAP BASIN. O4.R ENTRANCE/EXIT INSTDALIL CATT EGUARDS AS CALLED FOR ON THE PLANS. SILT FENCE CULVERT INLET PROTECTION 0 0 TOE OF FILL 0 0 0 SILT FENCE 0 0 0 * DISTANCE IS 6' MINIMUM IF FLOW fIS TOWARD EMBANKMENT L FLOW OPTIONAL STONE COMBINATION" 1.0' 1.5' I FLOW * * VDOT #3, #357 OR #5 CUAmt t muum LuAi t TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED EROSION & SEDIMENT CONTROL KEY 2.5' 1 RIPRAP 3.02 TEMPORARY STONE CONSTRUCTION (;E ............................... ENTRANCE 3.05 SILT FENCE $F X X X X 3.07 INLET PROTECTION0-0 3.18 OUTLET PROTECTION 3.30 TOPSOILING1 3.32 PERMANENT SEEDING Ni z o O CL � U U � W U Q co O O w J J Q L LLJ Z O OZ U p Z Q Z 0 Q Z p W Z_ J_ V) D Z w Z �- O O Q W r U O0 LL; W 0 OWE ■ U ■ J ■ a E ■� Q) o N L_ N 0) LO 0) o U L U) �� N N I 3 N cD •I`�^c � rn L.) p oW� pJf)� ' _c N c 0 U - � W c°n �� ��- E o •p _L U � �LL- U w Z R Z� JLJJ W Z_ ZCD LLLLLOW ti,TH OF v j1P �O Q o � +J J IN C. LEWIS No. 21621 SURVEY: C.I.: P-L, PLC N/A DRAWN BY: JOB NO.: RED 0604016 SCALE: DATE: N/A 7/19/06 SHEET: 6/7 4" B Acl�STD. CG-2 VAN ACCESSIBLE SIGN, a m JI ** PR. STREET OR PERMISSABLE © s" 2'-0" 5'-0• �5 DOWELS, e" LONG PAIN" --12" x 18" STD. --- END OF STALL - Q AISLE APPROACH TO 2 R 1 12' c-C RESERVED RESERVED STRIPE OR CURBING CG-11 I wI J BE THE SAME AS 5 0• CONSTRUCTION LdIn MAINLINE ROADWAY. JOINT STb CG-2 LOPE: 12:1 �ERMISSABUE ONSTRUCTION JOINT PARKING PARKING OR CG-6 12 1 48:1 MAX. MAXIMUM V �Q _ WHITE PAVEMENT MARKING, (RADIUS TO BE AS 20:1 a8:1 MAX I- �I 0c SHOWN ON PLANS) _ - CURB U) 4 WIDTH, LENGTH AS Z (RADIUS TO BE AS I I o� CLASS A3 -- POST U-CHANNEL Z� SHOWN ON PLANS. LJ SHOWN ON PLANS �� (H.E.S.) � SECTION B-B VAN z - - - - - - Z�Ld CONCRETE ® 7• WHERE STD. CG-3 CG-7 IS USED_ ACCESSIBLE � � WHITE SYMBOL PER ADA o 0 cr SECTION A -A w ON SOLID BLUE BACKGROUND U 0L PeNA�rr s+ao-soo ro+,utr fioo-wo � (n � � / TRUNCATED DOMES �_ -- '" row-Aw�r zoo row Aw�� zoo WHITE PAVEMENT MARKING, O CL cU A -''- r� 4" WIDTH, 2' CC; 45' ANGLE % &RADIAL COMBINATION ® CONSTRUCT GRADE CHANGES WITH A TANGENT PLAN I ---` = -"� VAN HC j o CURB & GUTTER PARABOLIC CURVE. _ "" 12:1 ACCESSIBLE SIGN W U) 4 T (ST'D. CG-6) ® WHEN THE ENTRANCE RADII CANNOT - - 12� �`�' �_ PROP. GROUND SIGN 8' 8' SIDEWALK I ® ACCOMMODATE THE TURNING REQUIREMENTS ct J-6" OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE - OR 5 � � '��^^ N NOTE: 6" EXPANSION JOINT DEPTH FOR SIDEWALK AND CURB RAMPS _____ MIN o * OPTIONAL, WITHIN THE LIMITS OF THE RADII SHOULD BE ALL CONSTRUCTION SHALL CONFORM TO ADA c0 EXPAro NSION JOINT FLOW LINE INCREASED TO 7". + aaw.ux ATM, 2 HIGHER NTTHAN HANDICAP SIGN DETAIL ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. Lv MAINLINE ROADWAY WHEN STADARD CG-11 IS USED FOR NOT TO SCALE r7 I - NOTE: WIDTH ON TYPO" ENTRANCES BUILT IN CONJUNCTION WITH 2' TAT OP OF SAME AS PAINT: NO-REFLECTORIZED ACRYLIC LATEX TYPE 442XX N Q OR AS SHOWN ON TYPICAL VDOT PROJECTS, PLEASE NOTE THE MIN TOP Of CURB. \ � SECTION. TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL o FOLLOWING: TYPICAL. PLACEMENT TYPE C (PARALLEL & PERPENDICULAR) ** MAINLINE PAVEMENT SHALL BE CONSTRUCTED AT INTERSECTION APPUCATbN SIGNS MAY BE PLACED ON BUILDINGS WITH 10' 8% MAX. / ( CONSENT FROM BUILDING INSPECTOR. o EDGE OF SHOULDER OR--PARABOLIC-1 SLOPE CHANGE D TO THE R W LINE EXCEPT ANY SUBGRADE WITH BUFFER STRIP Z OPTIONAL FLOW LINE CURVE STABILIZATION REQUIRED FOR MAINLINE PVMT. �" DIA. ® . THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED D WHICH CAN BE OMITTED IN THE ENTRANCE.) USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60• x so" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. ® RADIAL CURB OR COMBINATION CURB AND CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK 1' PARKING LOT STRIPING DETAIL MAINLINE ROADWAY ANY GUTTER SHALL NOT BE CONSTRUCTED a. DIA. WITH A WARPED SURFACE. _D BEYOND THE R/W LINE EXCEPT FOR NOTES: 8% MAX. ® REPLACEMENT PURPOSES. 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL NOT TO SCALE SLOPE CHANGE SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL. OTHER 5' D WHEN USED IN CONJUNCTION WITH STANDARD TRUNCATED DOME TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE N MIN.-' 40' MIN. FOR CG-3 OR CG-7, THE CURB FACE ON THIS DETAIL ENGINEER. HEAVY LIGHT STREET CONNECTION I STANDARD IS TO BE ADJUSTED TO MATCH THE 2. THE DETECTABLE WARNING SHALL 8E PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF �" EDGE OF GUTTER Q 20' DESIRABLE FOR CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A -- --- --- -- -- --- MOUNTABLE CURB CONFIGURATION. CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). - 1.5" SM-2A 2" SM-2A COMMERCIAL ENTRANCE - q _ SEE STANDARD CG-12 FOR CURB RAMP DESIGN 2 �. TRUNCATED DOMES 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE TYPICAL I' NOSE DOWN CURB 3" BM-2 o W TO BE USED WITH THIS STANDARD. C_C CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CON NOT TO SCALE �8 21 -A 8 21 -A� _ ZO *PLANS ARE TO INDICATE WHEN CONSTRUCTION OF ������������������ BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. � � • � � • � • � � � • � � � - - - A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE ENTRANCE VOLUME DESIRABLE MAXIMUM DRAINAGE ACROSS THE ENTRANCE. / O O 5. REQUIRED BARS ARE TO BE NO. 5 x 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, =_=COMPACTED COMPACTED-�I=I I I=I HIGH (MORE THAN 1500 VPD) 0% 3% MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER V/2". I I -I I I -I I I= SUBGRADE SUBGRADE -I I I -III- t- MEDIUM (500-1500 VPD) <3% 6% OPTIONAL FLOW LINE MAX REQUIRE WARPING OF O O O O O O 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT OF -I I I=I I I I =I I I U LOW (LESS THAN 500 VPD) <6% 8% A PORTION OF GUTTER TO PRECLUDE PONDING A'y CURB/CURB AND GUTTER. I I -III 1- NOTE: �' Z OF WATER. Q METHOD 0 F T R EAT M E N T _ O O O O O O O 7• WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE HEAVY PAVEMENT SECTION IS TO BE APPLIED TO ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. THE PROPOSED ENTRANCES, LOADING AREAS, AND � CONNECTION FOR STREET INTERSECTIONS 0000 O O O O O O O 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN I THE PLANS OR AS DIRECTED THE ENGINEER. THEY ARE TO BE ACCESS AISLES. LIGHT PAVEMENT SECTION IS TO Z PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OFF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC... BE APPLIED TO THE PROPOSED PARKING STALLS WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP AND ADJACENT TRAVEL AILSES. AND COMMERCIAL ENTRANCES RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED U 0000 OOO O O O O BY PERSONS WITH MOBILITY IMPAIRMENTS. (SEE BELOW) VDOT 2001 STANDARDS NOT TO SCALE 9. RAMP MAY BE PLACED ON RADIAL OF TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK. ON -SITE PAVEMENT DETAILS VARIABLE NOT TO SCALE ~ 3' MIN. 10. TYPICAL CONCRETE SIDEWALK 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 & PERPENDICULAR) APPLICATION II Z Q N.T.S. VIRGINIA DEPARTMENT 203.05 TRANSPORTATION 2003 cr Z STD. CG-2 W A 0Z� w m w > PERMISSABLE 6" 2'-0" 5'-0" #5 DOWELS, 8" LONG fV I g U 5'0"CONSTRUCTION 0 12 C-C PERMISSABLE I LA- w JOINT ST'D CG-2 SLOPE: 12:1 CONSTRUCTION JOINT OR CG-6 12 - 1 48:1 MAX. MAXIMUM W /=5 in Y 20:1 48:1 MAX. a :D V O Q j o ap `O I SECTION B-B I� a :2Q I U I ul B OO 7" WHERE STD. CG-3 CG-7 IS USED. Q SECTION A -A QQ Y �. I L f W� a UJ A TRUNCATED DOMES - 2" 6 >p o U 0 W TANGENT PLAN _- 13" 7++ o w W 0 W ��^ ----- w Li, CROSSWAux 2:1 Z aLLJ ' CG-6 ---- MIN COMBINATION 6" CURB & GUTTER ' CU �..:...::. �r. ATM ix + EDGE, OF PAVEMENT HIGHERHAN NOT TO SCALE y '' AT ® ®, SAME AS (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) I J MIN TOP OF CURB. I N TYPICAL PLACEMENT TYPE C (PARALLEL & PERPENDICULAR) cnIn In cf) AT INTERSECTION APPLICATION 6 N N (N a) WITH BUFFER STRIP 2" s I o � " DIA. THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE " 1 " W � ()1O p 'o USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES 13 I I I cn J WITH 60" x 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET II CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK �' a� - " DIA. WITH A WARPED SURFACE. 7 PAVEMENT TYPE D IAG RAM 0 o 0 - _ E - NOTES: 6„ 2'-0" 1„_ 30' W 0 0 'o 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 C G - 6 R 0 w TRUNCATED DOME ETYPS NGENE OR MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE COMBINATION 6" CURB & GUTTER REVERSED �---T DETAIL =�-r 12"R 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF NOT TO SCALE I CO CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A x CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). i� 2 TRUNCATED DOMES 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE Z O C-C CONSTRUCTION JOINT WITH REQUIRED BARS. U) 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CON Ld G - 6 6" 2'-0" - J LIJ LLJ OO O BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4.Dz 5. REQUIRED BARS ARE TO BE NO. 5 x 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, z C 0 M B I NATI 0 N 6" CURB & GUTTER z MID -DEPTH of RAMP FLOOR, MINIMUM CONCRETE COVER V/2". w � _j O W 00/000 O Y 3 NOT TO SCALEEEZ U 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT OF w v o (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 00 I CURB/CURB AND GUTTER. Z 0- I N 0 I 7. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE � 30't ix �tl. OF D 000000 O O ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. EX. PARK CENTER DR. w EXISTING OR PROPOSED CURB(TYP) 12' LANE I WHERE SHOWN ON PLANS° / 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN AN THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE \\\ 000000 O O PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSS SLOPE = 1/4":1' 3.5' IN C. LEWIS CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC... OR AS REQ'D TO PROVIDE N0. Z1621 WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP P ITIV DRAINAGE (OR AS SHOWN ON PLANS) 000000 O O RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED III=I v w� BY PERSONS WITH MOBILITY IMPAIRMENTS. . 1 CG 6 I (=III-1• f'O 1.5" SM-12.5A _ _ _ _ -III ��' 11�� 9. RAMP MAY BE PLACED ON RADIAL OF TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN -III-I I'i-I'11-i'I'�- S`IONAL THE LIMITS OF THE CROSSWALK. I I -I I I -„I I M1 I I=I I El I m I I=I I I=I I I=l I I I I I- VARIABLE III -III -III -III -I 1 I-� �-III-III=1 3' MIN. 10. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING 3" BM-25.0 SURVEY: C.I.: PAY LIMITS REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7". 8" 21 -B P-L, PLC N/A COMPACTED SUBGRADE EXP. JT. MAT'L 4" CRUSHED STONE CG-12 DETECTABLE WARNING SURFACE (3000 PSI) 4" CONIC DRAWN BY: JOB NO.: TYPE C (PARALLED & PERPENDICULAR) APPLICATION 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) SCALE: RED060401DATE: N.T.S. VIRGINIA DOF EPARTMENT 22003 TYPICAL STREET WIDENING SECTION TYPICAL SIDEWALK/CURB DETAIL AS NOTED 7/19/06 TRANSPORTATION 2003 SHEET: NOT TO SCALE NOT TO SCALE 7/7