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HomeMy WebLinkAbout50-05 Craftsman Autobody - Auto Body Repair - Back Creek - BackfileABBREVIATIONS 1. The property delineated on this plan is located along Route 11 (Valley Pike) in the County of Frederick, Virginia. The site is currently vacant. The owner of the property proposes to subdivide the existing 2.72 acre lot and construct an auto body shop on the proposed 1.73 acre site. The primary site entrance will be located off of Musket Drive. 2. Property Developer : Craftsman Management Team, LLC 4 Cardinal Park Drive Leesburg, Virginia 20175 3. Engineer/Landscape Architect: PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Contact: Mr. Mike McCarroll Telephone: (703) 771-8121 Contact: Mr. John Lewis Telephone: (540) 662-5792 4. Topographic information shown on these plans was provided by Marsh & Legge Land Surveyors, PLC. (540) 667-0468 5. Site Data: Existing Parcel Area: 2.72 Acres Proposed Parcel Area: 1.73 Acres Proposed Out Parcel Area: 0.99 Acres P.I.N: 75-A-11A Zoning: B-3 Magisterial District: Back Creek Existing Use: Vacant Y' n Proposed Use: Auto Body Repair �p Front Yard Setback: Required- 50__'',� Provided- 56.16' (Valley Pike) i Front Yard Setback: Required- eSS' Provided- 59.69' (Musket Drive) Side Yard Setbackrt Qe Required- 15' Provided- 70.00' Maximum Building Height: Allowed- 35' Proposed- 30' F.A.R. Allowed- 1.0 Provided- 0.227 (includes future phase II addition) Greenspace: Required- 25% (0.43 acres) Provided- 25.83% (0.45 acres) Impervious Area: Allowed- 85% Provided- 74.17% (1.28 acres) Total Building Footprint Area= 13,381.21 sf Total Asphalt Pvmt. Area= 40,557.00 sf Total Concrete Pvmt. Area= 1,975.00 sf TOTAL= 55,895.21 sf 6. Parking Space Requirements: Property Line Setback: Required- 5' Provided- 5.00'+ Parking Spaces Required: Auto Repair: 3 spaces per service bay (4 bays x 3)= 12 spaces Office: 1 space per 250 sq. ft. (1,495 sq. ft./250= 5.98 spaces Total Spaces Required: 17.98 => 18 spaces Parking Spaces Provided: 36 including (2) HC accessible spaces Loading Space: Required- (1) space for 30,000sf-100,000sf of floor area None Required (13,381.21 sf proposed) Provided- None 7. Handicap Accessibility. HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 8. Landscaping, Buffers, and Screening: See Landscape Plan 9. Lighting: No exterior pole lights are proposed. Building mounted lights will be shielded to prevent off -site glare. 10. Trash Receptacles: (1) Dumpster with wooden screening fence 11. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. 12. Storm Water Management is provided by an underground storm sewer system that shall discharge into the proposed storm water detention facility on the adjacent out parcel. 13. Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- According to the Flood Insurance Rate Map for Community Panel Number: 510063-0200B no floodplains exist on or near this site. Sink Holes- No sink holes have been identified on this site. Steep Slopes- No steep slopes have been identified on this site. Woodlands- No woodlands have been identified on this site. TRAFFIC IMPACT ANALYSIS ITE TRIP GENERATION 7th EDITION ITE-AUTOMOBILE CARE CENTER #942 SATURDAY: 15.86 TRIPS PER 1000 SF (13,380 SF) T = 212 TRIPS; 50% ENTERING, 50% EXITING AM PEAK HOUR: 3.22 TRIPS PER 1000 SF (13,380 SF) T = 43 TRIPS; 60% ENTERING, 40% EXITING PM PEAK HOUR: 4.01 TRIPS PER 1000 SF (13,380 SF) T = 54 TRIPS, 51% ENTERING, 49% EXITING 2002 TRAFFIC COUNT FOR ROUTE 11 = 9200 VPD BETWEEN STEPHENS CITY AND RT 37 2002 TRAFFIC COUNT FOR ROUTE 798 = 3 VPD DEAD END 2002 TRAFFIC COUNT FOR ROUTE 1090 = 940 VPD DEAD END AFT in 0 A AUT�BO SITE PLAT till "U's PORT1 *A R 1 - LLE PI E =�4 EE MA I INRIAL no I Iffil ri IMIM 0I090 T V11MG JINLIIIIN FREDERICK COUNTY, VIRGINIA NULANU U. & LLMIL ORIM I ULAUULN DUNN DB: 760, PG: 15M C/o NOLAN BRIM ZONED: RA �' - � ZONED: RA U.S. UK I I VMLEY MtE VANAKE W1i on SEED DINT CIS MPH r III I � III � I liscIq II II PIN 75-A-11 E PIN 75-A-21 111 I II LYLE P. STROSNYDER, INC. KATHLEEN STOVER HACK 1 � PROPOSED OUT PARCEL I PROPOSED DUILDNIG' I USE: :699, PG: 297 C/O MRS. LOUISE BRIM I I 0.99 ACRES USE: RESIDENTIAL I I USE: VACANT ZONED: B2 ZONED: RA I I ZONED: B3 I II 11 ' FUTURE FADI11G ADDITION - i PIN 75-A-22 II I I: PIN: 75-A-11A I - ROBERT AND SUSAN CLAYTOR I HFG PARTNERSHIP II T- DB: 881, PG: 1254 DB: 602, PG: 668 USE: RESIDENTIAL I EX. LOT AREA: 2.72 ACRES ZONED: RA I PR. LOT AREA: 1.73 ACRES PIN 75 I II K dr J INVESTMENTS, LC EX. USE: VACANT II DB: 790, PG: 180 I PR. USE: AUTO REPAIR SHOP I I USE: COD BR2CIAL ZONED: B 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. I I I i l I- PIN 75-Aa11K1_USE• COMM ZONED:.ff Mk I PROJECT OVERVIEW 1"=60' ASSY. ASSEMBLY B.F. BASEMENT FLOOR BILK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB do 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 Go. 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 CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1/10: SHEET 2/10: SHEET 3/10: SHEET 4/10: SHEET 5/10: SHEET 6/10: SHEET 7/10: SHEET 8/10: SHEET 9/10: SHEET 10/10: O� O J C. L WIS U � � o.021621 �y�` �s`Sj01VAL E - COVER SHEET LAYOUT PLAN UTILITY PLAN GRADING PLAN CONSTRUCTION NOTES AND EROSION AND SEDIMENT CONTROL DETAILS EROSION AND SEDIMENT CONTROL PLAN LANDSCAPE PLAN STORM SEWER PLAN AND PROFILES, DRAINAGE AREA PLAN, OUTLET STRUCTURE DETAIL UTILITY DETAILS CONSTRUCTION DETAILS ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL i U.S. ROUTE 11 N VALLEY PIKE BACK CREEK 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: paintlew®earthlink.net CONSULTING JOB NO.: 0501025 SHEET: ENGINEERS JULY 13, 2005 1/10 11 --$-- WIP WTP �e --- n II ASPHALT U.S. Ri Vff 11 - f�.lL " P" (V"A" YMM B/1r� II EX EOP 1�- EX. EOP u ` - - _- EX. GRAVEL \ EX. GRAVEL \ 39.00' 31.00' 10.04' �+ \ Ar'��4 4 — � 405.88, 1.18' - wPP "A° 0/H ELEC., TV CABLE wpp V' EX. GRA WL - - i i ASPHALT / I / 5' PARKING ETBACK 14.14' T 5' PARKING SETBACK 14.114' \ 're! 'SIGN 34' I I PROPOSED STORMWATER x I k I MANAGEMENT FACILITY I LOCATED ON THIS I a I SITE ONLY 1.42' I I PR. 60.00 STORM I ' I DRAINAGE EASEMENTS - ' b 0'R 5'R I I o ui I I 50' BRL 16.42' 00 I I I 11 4L I II I 24.00' /-LAWN I I I U II I I I PROVIDE FLAT CURB �u TO BUILDING. T HALL C� I II 0 MATCH PVMT. ELEV. I 2 'R 1' NDC I I 36.00' I to 5.00' TRANSITION GUTTER FROM FLAT TO CG-6R I � I o WPP Y PR. ASPHALT i � I i I i $ I 2 TRANSITION ' I I CG-6RR TO FROM CMG-6 I I � U I II 70.00' o0 3.00' I II 10.005'R TRANSITION Y GUTTER FROM Q I FLAT TO CG-6R I r t SEE DUMPSTER AREA DETAIL FOR I ICDLAYOUT AND CONSTRUCTION INFO. I I I it TRANSITION GUTTER FROM FLAT TO CG-6R 2.5'R - o li e. 2.5'R o G-6R I I I I III Q I o I a I END PR. 6' BOARD r SCREENING FENCE �I 15' BRL I AND AND CG-6R I N I ' I cWPP I o 5' PARKING SETBACK _ 5' P, 20.50' 49. I I II I II I II III II I I -�-)C'- 136. PR. ASPHALT PARKING AREA 8'- 0 0 t 9 L V-1 5.5' CONC. WALK LA rn PR. HC RAMP 1 BUILDING ROOF LINE (typ.)-,, V CT �F;IF Nlv , " m=x PROPOSED CRAFTSMAN AUTOBODY BUILDING USE: AUTO REPAIR and OFFICE BUILDING FOOTPRINT AREA: 13,381.21 sq. ft. - FFE: 729.00 I -41 PIN: 75-A-11 A C. PARCEL: I -Al - EX. LOT AREA: 2.72 ACRES PR. LOT AREA: 1.73 ACRES 11 ZONED: B3 I PROVIDE FLAT CURB - TO BUILDING. TIC SHALL MATCH PVMT. ELEV. (TYPICAL BOTH SIDES) TRANSITION GUTTER U I FROM FLAT TO CG-6'R40 P DbOR LAWN RK/NG SETBA I I III EX. ASPHAL T PROVIDE FLAT CURS TO BUILDING. TIC SHALL VBUILDING ROOF LINE (typ.) MATCH PVMT. ELEV. TRANSITION GUTTER FROM FLAT TO CG-6 RE PHASE II 40' EXPANSION 1' NDc FOOTPRINT AREA: 3,760 sq. ft.'�b ` 6 94' PR. ASPHALT OUTDOOR STORAGE c�o' 04 J N (.n --'I o pap cl d QLj WP 209.17' DOS= 44'R PLANINVG \ AREA T.RR. \ °MP \ w 1 rn - rn 5'R oW - 1 \ I - M � 20'R 23.12' rn I TRANSITIONFROM LA I CG-6R TO CG- o I I 1 I 59.70' I X J 3 Z z I O 8' WIDE LEAD WALK WALK 0 rn - - • 00 - - ��IKeII.4' i rz I 9.00 typ. t4 '` k ap 20.00' typ. i as W � I I � II III 1,59,69, I I O w II Popi z I < rn Q a � J Q o N Q --- I I MATCH EX. PAVEMENT ELEVATIONS 00 N I --64.00' J TRANSITION r 1 rn °DI GUTTER FROM 5' to 1' NDC CG-6R TO CG- in n rent I L4_ ��� .FT6bmi;- 15' BRL END E / NCED- R. 50.00' ACCESS LAWN E SEM NT - 4.06' PR. ' 0' ' II WL FSMT. u 25'R I I L 8'R+- - - - 0.39' I�Ik a PR. CG-11 _ o ENT ANCE —7- r TRANSITION SAWCUT EX. GUTTER FROM (PAVEMENT TO CG-6R TO PROVIDE SMOOTH CG-6 I TRANSITION JOINT) (MATCH EX. PAVEMENT I ELEVATIONS. 25'R I I II I 1' NDC 19.42' co Iq BENCHMARK 71y I I FLANGE OF FH ELEV.=730.95 II 14 MATCH EX. PAVEMENT b I ELEVATIONS \ 20 0 20 Scale 1 " = 20 ft 0 a 0 5 w J F_— W U Y � � (L Z 0 m J J > Q I (n r- r— O U V) w Y V 0 W . UMUW W Y 0 � U LL- J °- �o0)C cD r, o U C6 I U) N I 3 N N cD L (0 v 0 C° ° W 0 J `)>LOL® j Q) Y. N s o W r- U C ~ Z W V '^ Z Of V' J La.l �w V) zo O Z ❑c Pi/vyUl0 U JOA C. LEWIS 9 No. 21621 1.6 W� 04, �SSIONAL SURVEY: MARSH N/A LEGGE DRAWN BY: JOB NO.: SS 0501025 60 SCALE: DATE: 1 "=20.0' 07/13/05 SHEET: 2/ 10 u _ INV. (715.42) i W— �� PR. 24.00'-15"0 RCP STM. <!V 11' NS-1 V. OUTS 719.25 • o SEW. O 2.0876 SLOPE \ •IS cM� � . 0 I \ \ •goy` 2 \ TOP= 726.40 PR. DI-3C I90 I `O ASIN OUTLET STRUCTURE 1 INV. 7 7 40 �r I� I I SEE DETAIL ES-1 INV. OUT= 721.06 r I I PROPOSED INV. OUT= 721.00 j STORM WATER ° II DETENTION POND I 1 i PR. 60.00' STORM I , I DRAINAGE EASEMENT I 9-------------- I I ❑rvi I I I I - I I I I I I I I I I • I I EX. 20" WATER MAIN II I (APPROX LOCA 170N) PROPOSED CRAFTSMAN AUTOBODY BUILDING USE: AUTO REPAIR and OFFICE 1 I w BUILDING FOOTPRINT AM:M13,381.21 sq. ft. PR. C ME: 729.00 PVC SAN. SEW. LAT. 40 I II I -1� O 2.08% MIN. SLOPE I o CONNECT PR. 1 " WL TO BLDG. I I I N AS REQ'D I,$I U.S. RiDUff 11 — V.lLLBY P" (Y""M FMM BIOX) — —W— —W— — —W Ex. 2 W/MW— — —W— — —W— — — (APPROX LOCA 770N) BEND I 11 I ?0 D ri CID N I OD = c� I 4 Im ----- I - I m FUTURE PHASE II 40' EXPANSION 1 II I `T FOOTPRINT AREA: 3,760 sq. ft. �--- I I I I I END i PR. 20' I GLM i 1 1 I i WL ESM T. wv I I I PR. 1 4. -15"0 R P STM. W-O 0_56X — ---� c� WV y' PR. 59.6l'-4"0 SCH. 4 3 PVC SAN. SEW. LAT. PR. DI-3C, L= 8' O 2.08% I MIN. SLOPE I I I PR. DI-1 TOP= 727.20 - - - - - GRATE= 727.00 INV. OUT= 723.20 I c� a x I I 11 I INV. IN= 722.44 INV. OUT= 722.34 II I I o� I I I 'll O I PR EASEMENT ACCESS EMENTEX. � i �I I ..�_ ;2r=jam_ "" w — — _wl I EX. 4" PLA. GAS LA, (APPROX LOCATION) I I� 1" CORP STOP 1" COPPER SERVIqE LI JE �+ 1" WATER METER W — —W I Wv G G-i Q� X. SAN. MH III I RIM=72827 IN V. IN= 719.92 II; INV.OUT=719.82 �I I I� ti I IIIN AI I I ar II I� I CONNECT PR. I- I4" SAN. SEW. LAT TO EX. II v 8 SAN. SEW. AS REQ'D. I $I APPRX. LATERAL INV. = 719.70 III ►I I III I II I I I III II I �I II "X. 8" WA � I I I II (AI PROX LOCH RON) II I , �NII► I �I I III I � � ppJJ V� ti 11 I � I I II CIA 15" sue \ A WVv�,0 80 —+ — N — 7 -W— — —W— — — I I EX. 8" W/M (APPROX LOCATION) �-EX. SAN. MH RIM= 728.34 INV. = 720.54 20 0 20 Scale 1 " = 20 ft O rE w J �I 0 �I W 0- V _ V) Z m 0Q Q I Ww V) r- r- O O U ��--YV_ Lj O1 W M UwVw o � Y U W �+- � J 0 C6 � N LO � ,n vn U N N I 13 N N N v v 1 uj 2&00 >���, C cn° E O W Cp C ZW L— T H 0 _� .moo{- Lf�'c J N C. LEWIS a No. 21621 1,6 w�. \�SSIONAI, SURVEY: C.L: MARSH N/A LEGGE DRAWN BY: JOB NO.: SS 0501025 60 SCALE: DATE: 1"=20.0' 07/13/05 SHEET: 3/ 1 0 n 4. =W- -W- -W- -W- 111�- - -W- -W UPS. RI Vff I - VALLrY Piff 'S \ N \ 1 l 9 (VARMBW WZ"F B/4r) � J 730 \ ?.9 17. Rk_ •' wi-�9 7 v_ /726.50 / TC \ >� �--+. T.R. �r - ---- TC J / I __--- J � 726.40 PROPOSED TC LP 727.30 \ ~�- %aQ9' 728.50 STORM WATER 727.20 TC 728.20 TC o , �i II 727.3U 728.30 \ + DETENTION POND \ � TC ----TC PVMT T J f + 727.50 r I w TC \ �! T E --- TC gym, Tr I ® :72:8:40) , ; 726.90 727.40 728.90 729.0' I 728.50 1 728.70 TC TC C I I W/A 1 11 TC TC r>,9 728.40 -- - - r> N TC TC 728.50 / FG9.00 • I FG a' _ ' +� TC , ass \ Jill 72 50 729.00 / PWOSED --- - -- 728.9 TC TC PVMT. CRAFTSMAN AUTOBODY BUILDING USE: AUTO REPAIR and OFFVE 729.0o BIhiLDING FOOTPRINT A 13,381.2i sq. ff. _Tc HP J PVMT FFE: 729.00 / F � Z � �• ,:= 72s.00 , PVMT + t' / / OJ Pmr9i 729.00 PVMT I `° i l ,l j II I e 729.00 TCPVMT. 72 50 729.00 TC II I I II �> I i>�r>�s91 , I \ TC VMT b ,J J 6J �� ��� h I I \ ^ 00 727.70 729.00 728,20 PVMT/HP PVMT TC II , I 728.6t 72 . 728.70 + _ I EX. 4PAI . GAS TC TC r, 728.80 729.00 i 729.00 729.00 729.00 F, +r> \ 728.60 PVMT/HP f_ _-PVMT PVMT PVMT TC PVMT. l (A PROX LOCA77 r> sJ TC \ '? TC ---- I I NDC--)I J - \ 728.10 I CONC. 728.50 FUTURE PHASE 1 40' EXPANSION ---- - i ,' NDC \ I TC FOOTPRINTI 7 . 3,760 sq. ff. 728.77tB°J --- TC a9 PVMT ^ 7 8.40 TC w of I III 9a, I -W- - ,W_ / 727.80 727.50 27.60 TC TC 728.50 728.10 _i 728.00 PVM - I TC 727.00`i, s 6� �I 727.80t I \ 727.7 1' NDC GRATE _ ;,g 727.4 - -- 728.00 PVMT. r>�r CONC 728.10 C T 727.20 TC -- --r . - - I I 728.00 TC��--u�- I I 728.25 PVMT 9 ,� i II 728.10 728.10 727.90 --- TC HP TC PVMT TCAP 727.68t I II728.80 V I PVMT. TC729 I I I W - - _WI --- _ 1' NDC I 72 .4t �e r :j 20 0 20 Scale 1 " = 20 ft 0 k �I �11 �i W U YixA (L V) Z m J j OQ F- >w� w Q I �j r- U O U (nwYU 0W� 0 U U ~ W LAJ 0 � U d J a �o �M 0 0) o U C/� /�/ N Ln -+, N � (n � N N 3 o v_ Lu J V' �-.I- d) > 1 :3 a: 0 O +' �cnr� .- o W a) a(n- V N U O L? E 3 TH 0 J N C. LEWIS a No. 21621 Off, �SSIONAL SURVEY: MARSH W) 1' 60 DRAWN BY: JOB NO.: SS 0501025 SCALE: DATE: 1"=20.0' 07/13/05 SHEET: 4/ 1 O VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT VDOT GENERAL NOTES REVISED: MAY-1 -2004 V1. All work on this project shall conform to the current editions of and the latest revisions to the Virginia Department of Transportation (VDOT) Rood and Bridge Specifications and Standards, the Virginia Erosions and Sediment Control Regulations, and any other applicable state, federal, or local 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 do Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridges Specifications. V4. The developer shall be responsible for relocating, at his expence, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT Any addi tional 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 acquireing 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 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, and 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. The contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance wtih all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and bockfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may by 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 technitian 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 technition 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 Bridges 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. SFDIMFNT TRAP CAI CUI ATIONS 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 1-800-552-7001 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 ENTRANCE AND WIDENING, MAIN DRIVE AISLES, AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, 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 PERMIT'S 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 TOPOGRAPHIC SURVEY PERFORMED BY MARSH AND LEGGE LAND SURVEYORS, P.L.C. A CONTOUR INTERVAL OF ONE (1') 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 PUBLIC RIGHTS -OF -WAY. 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 INSPECTICN AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. MEANS OF CLEANING TRUCKS AND PROVIDE ADEQUATE 6. THE CONTRACTOR SHALL 0 OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHF.I_L 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 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. SEQUENCE OF CONSTRUCTION 1. Install temporary construction entrance with wash rack. 2. Install culvert inlet protection. 3. Install temporary diversion dikes and one sediment trap as shown on Erosion and Sediment Control Plan. 4. Install perimeter silt fence. 5. Clear and grub existing vegetation to proposed limits shown on plans. 6. Perform rough grading of site. 7. Install proposed improvements, including sidewalks, pavement and buildings.. 8. Install inlet protection for proposed storm sewer structures. 9. Perform final grading. 10. Install landscaping. 11. Apply permanent seeding on all disturbed areas. 12. Remove all temporary erosion controls after site is fully stabilized. TRAP ID TOTAL TOTAL WET WET WET DRY DRY DRY TOP OF WIDTH DRAINAGE STORAGE STORAGE DEPTH STORAGE AREA STORAGE VOLUME STORAGE DEPTH STORAGE AREA STORAGE VOLUME EMBANKMENT OF AREA VOLUME REQ'D. (D1) (Al) (V1) (D2) (A2) (V2) WIDTH OUTLET TRAP #1 2.0 acres 268 c.y. (7,236 c.f.) 4 39.4 s.f. 3,618 c.f. 2' 1,685 s.f. 3,618 c.f. 2' 16, PROJECT DESCRIPTION Preparation for the construction of the proposed project will include the rough grading of approximately 2 acres of land. Grading operations will generate fill and cut material which will be utilized on -site. Existing Site Conditions The site is an open field which is now vacant. The ground slopes down from the eastern property corner to the Valley Pike R-O-W and the proposed storm water detention facility that is to be located on the proposed 1 acre out parcel. The out parcel was subdivided from the original 2.72 acres lot. Adjacent Areas The proposed 1.73 acre site is at the corner of Volley Pike and Musket Drive which make up the northwestern and northeastern property boundaries. The southeastern property r and the southwestern property boundary is adjacent to an existing commercial property a p p y boundary is adjacent to the proposed 1 acre out parcel. 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 main site entrance off of Musket Drive. 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 repair and/or clean out of an and reworkingof existing stone as conditions demand and e a a P / Y 9 structures 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 The must be removed when deposits deposits should be removed after each storm event. y po reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.07 Inlet protection shall be installed around all proposed storm drainage structures on h 'I provided n these plans. The structures shall be site in accordance with the details o ded o t P inspected after each rain and repairs made as needed. Sediment shall be removed and the trap restored to its original dimensions when the sediment has accumulated to one half the design depth of the trap. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Structures shall be reimoved and the area stabilized when the remaining drainage area has been properly stabilized. 3.08 Silt fence shall be installed as culvert inlet protection at the upstream end of the existing cmp located in the right-of-way of Musket drive just north of the proposed project entrance. Silt fence shall also be installed at the upstream end of the existing cmp culvert under Mill Lane located near the outlet structure for the proposed storm water detention facility. The silt fence shall be maintained inaccordance with 3.05 above. 3.09 Temporary diversion dikes shall be installed along the downstream perimeter of the work area. The dikes will be constructed of with on -site materials and shall be seeded with the temporary seeding mix immediately after installation. The dikes shall be inspected after each rain storm and repairs made as needed. 3.10 One temporary sediment trap shall be installed as the outlet control structure for the temporary diversion dikes. The trap shall be constructed in accordance with the typical details and dimension given on these plans. The trap will be constructed with on site materials and seeded with the temporary seeding mix immediately after installation. The trap shall be inspected after each rain storm and repairs made as needed. 3.18 Outlet protection will be provided in the proposed stormwoter management pond at the outlet of the 15" RCP. Outlet protection will also be installed from between the storm water detention pond outlet structure outfall and the existing 15" cmp. The stone protection will be installed in accordance with the specifications and details on the plans. 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 do S Std do Sec 3.31 will be applied all P rY 9 P PP 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. 3.35 All seeded areas will be mulched in accordance with the schedule included on the construction plans. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib.ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Regross 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 ryegrass 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 TEMPORARY DIVERSION DIKE I ENDWALL, FIELD MITRE, OR END SECTION FLOW SLOPE=0.00% II _II o -III=1 I I -III -III_ I T- ' STONE �J,T PROTECTION DETAI L DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 x OR GREAIV EXISTING PAVEp II-_ ROADWAY I___.- I _I 1 1=1 (I -1 j -I- FILTER FABRIC SECTION A - A NOTE. / SPILLWAY USEFHAN DRAGS, STRAW BALES SEDIMENT BARRIER ORR APPROVEDMETHODS (STRAW BALE TYPE SHOWN) TONELIZE RUNOFF TO BASIN ASIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. 0 PUN FLOW Q I 0 U_T p Q- e ,po a o o Q A 2' 3' COURSE 0 z rlrl'hNlACK&� AGGREGATE Of MIN. smK;K O , " 3 � O Of O DIVERSION RIDGE Z L X 70' MN. LEI 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 TEMAORARY PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE GRAVEL ON AN AREA WITHTHAT DRAINS IWTOLANEAPPROVEDRSEDMEED NT�TRAP CONSTRUCTION O4. R SEDIMET BASIN. INSTALL NCATTLE GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT STEEL OR WOOD POST -1 I 1=1110 Fr MAX. SPACING WITH WIRE SUPPORT FENCE WIRE do FILTER FABRIC /ATTACH CURELY TO UPSTREAM SIDE OF POST. RUNOFF o• wv RUNOFF =1�1 �1� II I 2' MIN. I I - I I-III-1 , 2' M :I I I. r i I III 4•x8" TRENCH I -I I I I- I 1_ -I WITH coMPACTED I GRAVEL I III- BACKFlLL 1 (III 1IIII STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 WOOD STAKE! METAL REPAR DRAIN GRATE LESS THA 5% SLOPI 12" GRAVEL FILTER*� WIRE MESH RUNOFF WATER I FILTERED WATER PONDING HEIGHT _i. .. �,E'• .., .•.�4,.. �. .'.,' III-- � - I i SEDIMENT III -I I .• I I JI I I ,�� .,, CONCRETE GUTTER I 12' CURB CURB INLET PLAN DROP INLET STRAW BALES STRAW BALES TIGHTLY STACKED OR OFFSET CORNERS AS SHOWN. GRAVEL BACKFILL GRAVEL BACKFILL EMBED STRAW BALE 4" MIN. INTO SOIL. SPEOM AMUCAMON SECTION A - A NOTES: THIS MEATHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS YMERE PONDING IN FRONT 1. DROP INLET SEDIMENT BARRIERS ARE TO OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT BE USED FOR SMALL, NEARLY LEVEL DRAINAGE STRUCTURES AND UNPROTECTED AREAS. AREAS. (LESS THAN 5%) 2. EMBED THE BALES 4" INTO THE SOIL AND OFFSET CORNERS OR PLACE BALES WITH ENDS STRAW BALE/GRAVEL * GRAVEL SHALL BE VDOT ljl3, /357 OR 5 COARSE AGGREGATE. TIGHTLY ABunNc. GRAVEL BACKFILL WILL PREVENT EROSION OR FLOW AROUND THE BALES. DROP I N LE T 3. THE TOP OF THE STRUCTURE (PONDING HEIGHT) GRAVEL MUST BE WELL BELOW THE GROUND ELEVATION CURB INLET NTFlLTHANoeOOK 1"2 3.07 PASSG THEDOWNSLOPE T NL T. EXCAV TION OFVENT RUNOFF F ROM BY - NOT TOSCL VAEEROSION SEDIMENT PASSING AA BASIN SEDIMENT BARRIER ADJACENT TO THE DROP INLET OR A TEMP- ORARY DIKE ON THE DOWNSLOPE OF THE STRUCTURE MAY BE NECESSARY. TEMPORARY SEDIMENT TRAP SILT FENCE CULVERT INLET PROTECTION GRIGIIIAL IWillow ENOWALL GRauND REV. -- -- -- r----- -- td T TOE OF FILL L I CULVERT 67 CU. YD./ACRE ` WwABLE �I I 67 CU. YD./ACRE 4' FILTER = MAL MAX. DRq�D (EXCAVATED) CLOTH COARSE AGGREGATE CLASS I RIPRAP - - - - - - - - - - - - - * SEE PLATE 3.13-1 CROSS SECTION OF OUTLET * TOE OF FILL SILT FENCE o 0 LENGTH (IN FFET� * DISTANCE is 6' M MINI IF FLOW 8 x ^RAMAGE AREA I IS TOWARD EMBANKMENT (IN AC.) L FLOW CLASS I RIPRAP DIVERSION OPTIONAL STONE COMBINATION" DIKE 1.0' 1. 5' r COARSE AGGREGATE EXCAVATED . AREA TER CLOTH COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) FLOW * * A)OT 03, 057 OR 05 COARSE AO�Y111E TO REPLACE SILT FENM IN " H011lfEM ' 90 HIGH VELOCITY OF FLOW IS EAPECIM 2.5' CLASS 1 RtPRAP w J H F_ 1- U w O d 0 Q Z (n W LAJ J Q OW W Z � 0 Z J 0<0 UZF- W00 NOU 0 W U W U Y_ Z 0 W J > O W Q I NZ 0 (nUJYU 0 W U � U 0 W X Y U LL' ■ U ■ J ■ +� O CS O ■� N (0 I\ 0 U N in 0 in _ 04 I I 3 N N (0 (D W .a O +� 0 0 `- 1 i W v U +' O (n L rn E W(�� a�- U � U v F.- u- E LIJ Q a C� U) Z of JW UJ Z 0 OZ C) LLJ yTx o v j� N C. LEWIS No. 21621 �SSIONAL 11 Q OI SURVEY: C. I.: MARSH LFGGE N/A DRAWN BY: JOB NO.: SS 0501025 SCALE: DATE: VARIES 07/13/05 SHEET: 5/ 10 III U.S. ROOT 11 VALL97 PAW I) �(VARM" Bl-`r) PROW3E- APIPRX -- ---- 6 TON OFOOX5 S 10 STONE 6'xl 8. Ar— X X 7 7 0mu - ------ ---- 77 cip 10, 0 op ;pQ PROVIDE APPRX. IP 4 TONS OF d50 0 STONE 12" DEEP - I j or 11 EROSION & SEDIMENT CONTROL KEY U'- II a � ® I V) 72B 0 4II I oo-- N O I i SF i II u __u SF PROPOSED CRAFTSMAN AUTOWDY BUILD04 XI USE: AUTO REPAIR and OFFICE wkmw FOOTPRINT ARrA: 13,38111.2111 sq. ft. I I I FFE: 729.00 C14 ^-- /I . 0— -- a ( 40 00 v J__ Ii I I I FUTURE PHASE 11 40' EXPANSION FOOTPRINT AREA: 3,760 sq. ft. �3F Ab6 (I I I I . __. - O i I ................. O �i o II I I II O II ........... .............. ............ .... .... ..................... ........... .. ...... .... .................... ......... ............... 729 SF 20 0 20 Scale 1 20 ft 3.02 TEMPORARY STONE .. ...................... CONSTRUCTION .... ...................... ... ............... ............................... ENTRANCE 3.05 SILT FENCE 3.07 INLET PROTECTION 3.08 CULVERT INLET PROTECTION -SILT FENCE 3.09 TEMPORARY DIVERSION DIKE 3.13 TEMPORARY SEDIMENT TRAP 3.18 OUTLET PROTECTION .am 3.30 TOPSOILING DTO- 3.31 TEMPORARY SEEDING D_ 3.32 PERMANENT SEEDING ps 3.35 MULCHING 0 W Q V) Z 0 of O < ab < Z D z 0 H � U D w 0 W Uw C) w C) LLI (n 0 LA_ .j a: D CY) C"nM r E 0 r-) CnLo CN �, LO rto 1 N (0 1 N Q) c0 -C: (D (0 a) LLI 3E — 2 -& .c: V) > '04- 0 @ .j _r_ 041 C: Q) .0 4- ui cr) V) 0 E 0 U, -C Q 0 z () 0 E z F_ LL_ Ld R (L ON Z Cr LL"jj in Z 0 Z c) Ld TH OHN C. LEWIS No. 21621 A 0 1�SS4 IONAL SURVEY: MARSANDH LEGGE DRAWN BY: JOB NO.: SS 0501025 60 SCALE: DATE: 1"=20.0' 07/13/05 SHEET: 6/10 LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 40,557 sq. ft./2,000= 20.28=> 20 trees Provided Trees: 21 trees Required Headlight Screening: 3' high screen along Rights — of —ways and adjacent properties. Provided Headlight Screening Interior Areas: 5% Interior Greenspace Greenspace Required: 40,557 sq. ft. x .05= 2,027.85 sq. ft. Greenspace Provided: 5.34% => 2,167 sq. ft. (1) Tree Per 10 Parking Spaces Trees Required: 36 spaces/10= 3.6=> 4 trees Trees Provided: 4 trees Zoning District Buffers/Screening: None Required. (All adjacent properties are zoned B3) LANDSCAPE INSTALLATION: 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 2. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed. Grade finished planting beds so as not to impede surface drainage. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double —guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2' x 2" x 72". 9. Use shredded hardwood bark mulch in all planting beds. 10. Remove all tags, twine and containers from installed plants. Roll bock burlap one third on all B&B plants. 11. Plant substitutions are permitted with consent from the Landscape Architect. 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 the Site Plan. NOTE: PLANT SPACING VARIES - PRUNE ALL BROKEN, DIS 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 AL 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 4ZHRI10 oII AKIITiKir-% QQn SECTION NOTE: CONTRAC HYDROSEI AREAS DI OF THEIR (2) UPRI( TREES OF TO BE G( TREE WR, RUBBER 2"x2" HAI 2 PER TR 12 GAUGE WIRE-DOL 4" MULCH 3" SAUCE EXISTING SOIL MIX COMPACT TREE FRC UPRIGHT FIRM BEAT REMOVE 1 ROPE FROM ROOT BALL TREE PLANTING PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS FP 10 Froxinus pennsylvanica Green Ash 2" Cal. 30' o.c. LS 4 Liquidambar styraciflua American Sweetgum 2" Cal. see plans QR 11 Quercus rubra Red Oak 2" Cal. 30' o.c. TC 63 Taxus cuspidata 'Densa' Cushion Japanese Yew 36" height 3' o.c. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING PR. 60.00' STORM DRAINAGE EASEMENT = 20 ft PR. 6' BOARD — SCREENING FENCE U.S. BoZIff 11 — �.�rr.rr PIRT FArR"Zr FMTH B/)P)r FLANGE OF FN ELEV. = 730.95 i LLi F- U w 7) 0 a_ Z g a W a Q U a Z W U Y_ X � a Z O —' .J O Q �, ' W Q I � j 0 r N � Y U O= W a U a U a W y Y X V U J ■ a�o n N (p 04rqo 0) t\Cf) cy) U N N u7 I to _ � N I 3 N Q) a o CD W3 a 0 0 0 J t � > - Ln, 0- Ln® s C W 0 V) v av,— E o Zw O V O O 4CPE rHN . LWIS � No. 21621 lk,2�1s10NAL SURVEY: MARSH L EGGE N/A DRAWN BY: JOB NO.: SS 0501025 SCALE: DATE: 1"=20.0' 07/13/05 SHEET: 7/ 10 SECTION STORM SEWER PUN STORM WATER DRAINAGE AREA PLAN t t EX. INV. 713.25 -- — -- (15'0 CM� r � US ROUTE 1t1 VALLEY AVENUE � � � � ---�,_ • PR. OUST__ \ 71 .4 EX 15"0 B}�sfN 011TC �S UCTURE / R. 00'�j5' IIJCP--- _ _ =�� • (SEE DE7AIL EX. INV. 718.65 EX. INV. 719.08 I I POND M 60.50' , Z oA Ac. • I I ' iI Ii (I \_PR. SWM ESMT. _ I • _ 22.00' 'IZ70 CULVERT O 60% 1, PROPOSED I = BUILDING I I 1 ' I . 15"0 CMP STL i RE I BUI ING - 6 I F t• �I r3l' � ' � ,' X. 15"0 CMP 0 C III C I� II II ° -- 1 II•r )!EX. INV. 724.35 EXj Irv. 725.16 • I \� 50 0 50 150 I EX.4 15"0 CMP - S ale 1 " = 50 ft STORM SEWER PROFlL.E SCALES: (H) (V) 1 " -50.0' 1" a 5.0' 04 740 - - ---- --- — --- 740 735 735 -— - ----------- EXISTING GRADE ADE ----- -- -------,---PROPOSED --- G 730 — - — 30 ----- -- ---- - — PR. 134 6'-15"0 CL III F CPO 0.56% 720 — — - PR. 230.46 15'0 CL III RCP O 0.51 X — — --� — - - 720 R_24. '-15'0 CL III P O 2_33X -- - _ _.a-- — _ ----- 715 - - - -- ---------- 715 ,t I nNr n � w Z 0 II n o ro + _ M IT 10+00 11 +00 12+00 13+00 14+00 INVERT IN = INVERT IN = PR. V-6"I 0 US ROUTE 14 Vga-Y AVENUE -4 PR. WM S I I POND 2 / n PROPOSED - II 1 — — BUILDING � I I MTAL_. D.A. TO POND i CN = 90� -- I 01 I 1 , ---u,R ADIDM� � I I 7 11 i 3 ICI I II I II I 50 0 50 150 I � S ale 1" = 50 ft I / STND. VDOT GALVANIZED STEEL DI-1 GRATE. V-100061MAK C O 0.50% B 6' TOP OF BERM=725.00 2 2 IL . 1 1 . r2- 0'-12"0 CU — — — — — — — — — — — —VERY 0 0.507. MITRE PIPE END TO MATCH SLOPE a :�-------- ----- INVERT OUT=719.25 3000 PSI CONC. — — — — — — — — — — EXISTING 15" CULVERT INVERT IN=719.08 SECTION A —A -------_ �P B 100 YR=724.68 10 YR=724.02 2 YR=722.37 TOP OF GRATE=724.00 6" 0 SCH 40 PVC PIPE 12" LENGTH 6" INVERT=719.35 12" BARREL INVERT=719.35 SECTION B—B STORM WATER MANAGEMENT POND-- BASIN OUTLET STRUCTURE DETAIL NOT TO SCALE 10'x6'x18" VDOT COARSE AGGREGATE NO. 1 Z O � o I J Z g o Wu- _j aW � a Q U LLB �ZZ Q g� cn t5 w J CL0H � 0 W 0 Y w Q FL- z m � > O Q > W w Q I � j �QO (/)YV W 00 w W W N Y U w � U 0 0 ■ U ■ _J E + p N �p N � V-) Q) C)N 6 N N r � I� 3 N C0 (00 0 0 �Crn o, (0 +� c -o LV J can � a 1 1 L a� U � n ° r a� E 0 Wa) (p L U � � f- U — L_ E � Z 3 w R CL 0V) Z J W DZ Z Z 0 Ow - TH 0 N C. LEWIS a No. 21621 �Ap �SSIONAL SURVEY: MANDH LEGGE 1' DRAWN BY: JOB NO.: SS 0501025 SCALE: DATE: AS SHOWN 07/13/05 SHEET: 8/ 10 )111 METER BOX and COVER SDR 35 spigot dSDR 35 spigot by XPANSION JOINT EXPANSION JOINT BARS D `� ' b k t d R OR DETAILS OF INLET KEYED ``� FRAME & COVER SEE ACK SIDEWALK CONST. - 3-tfT -- STANDARD IC-2. JOINT A ._ -- -- - GUTTER CH R cast iron cleanout cap with brass - • ARS c - _ _e• plug must be 8" from the top of the �O F s' ' RS B �o BAR c cuR screw type adjustable box �R 1 zbi;2 r �` - BBASE L %D N ow ARS F CLOTDHOTE grade 4' '' "aNg WEEP HOLE • / ,b SEE NOTE 8 I s C� a ,b A BAR A FACE OF CURB • + STEPS SEE O treated 2 x 4 wlth g11 square concrete skid pad ti.t,', ' ° I- r - - -MOTE 5 meter box top 6" painted blue �;•_:`- • 20"x 20"x 6" deep a�TrER ` r� :: 3 minimum A K - S-G" -- 4'-G" ---? and cover ;; .>:..... �; 2 _p• 1 O 4` cast iron cleanout cap with brass - - ° -- 11 �"' - - sidewalk 5 ft 24 1 g :; z�. SDR 21 gasketed sriroN A -A SDR 35 8"x4" pipe and fittings©o VALCO, Inc plug having a countersunk square 1M7 Mix PLAN 1O' MAx ARS A k O gasketed bell wye SCH 40 �IEM�� Fig. No. 71 BOB head Panella Model PA4SV-CSK (4") A B - 2-td• solvent a' --r • t (see note) v v with hd marked __ r-�• �_ - L-VARIAELE - M►X. 20'- meter b y� weld cap 0 "SEWER' 18"-21 " ,.= i.,KEYO F.C.S.A. I SDR 21 - cleanout pipe - JJOINTTD GUTTER 3" stone ... .. .,. .._�_----- -:RPE cuTTER _ property BARS G - � APPROACH surrounding box bottom section -- ARS E I line Of boX ARS F BARS E ® E• - - e" ARS B M ; . 3"0 BARS F 1'_S• �1 18" - 8" 10°It brick base HOLE FRONT ELEVATION s-0• SECTION B-B eted ( TTER REMO ) t 28' SDR 35 spigot by e' �• �D SDR 35 : SDR 21 gask A 5'X2.5"x.25" ... .. ' . :: II d GALVANIZED a er p g2.3 asketed bell wye 50 4 �T `?J, k - sanitary (see note):K:';`` --. SDR 35 gas eted 5"x a" STUD SHEAR 2' S sewer main `:' bell 45' bend /4'R CONNECTOR WELDED SDR 21 - DETAIL SHALL BE USED WITH CG-3 AR CG-7 STANDARDS. TO ANGLE IRON AT 36 min. :- :.'.'.' - TYPE A TYPE B 2' C-C. NOSE • - • • - - - - - - � location marker ' TYPE B NOSE DETAIL S ALL � USED WITH CG 2 STANDARDS j 68 30 ONNE 0 TH 4 STUD SHEAR �E �'� GALVANIZED PLATE FOR TYPE A TO BE ....... ...... WE E TE cover �-� LD D TO BENT PLA AT 2JOCEC N 2 x " C CTORS AND IS T DMA 1 8 ... o 0 0 0 } y.''. - Y-- APPR ARPED VEMEE NT D 00000000 EN saddle with o stone 00000°0000 c st - - I- ... orp op o000000000 000 Yr. �. ------ w ............ ooacoeococ DI 3A D 3C • °o°o°o°o°o°o 0 0 0 0 0 0 0 -.Fk: -•„ �,�, ,."�'w 0000000000000 ---1.- � � ---i --'�. ............................. ......� stone t _} h stone be 1 0000Oooa000000°000°o 0 Opposite Side' ,. -� "` ' "�' - y{„. j �• ! : , -"== , NOTE :If top Rof sewer main is greater than 15' deep, -- ow w �. then a and bend to be hea wall SDR35.SAGS Q 1" CTS polyethylene tubing 1"coupling .A;.c, ����' �'=''� � � FOR USE ON GRADES v BOTHUSIDEIS TO BE DETA� USED PE 200 si with SS inserts v .' treated 2"x 4' with SEWER CLEANOUT SYMMETRICAL ADJACENT TO CURB ( � p (PJX FIP) C14-44 .:r.• •: at all connections top 6" painted green �THOUT GUTTER with SS insert and - Figure 16 SPECIFICATION Q REFERENCE MIP plastic plug 4" pipe at 2.00% 233 STANDARD CURB DROP INLET 12"-30" PIPE• MAX. DEPTH (H)=8' 104 °9 Same Side '` minimum grade 302 DI-3A,3B,3C NOT To SCALE VIRGINIA DEPARTMENT OF TRANSPORTA1�ION COPPERSETTER meter Opposite Side Same Side; J size _ 5/8"x3/4" VBHC72-1BWD-44-44-B4 VBHC82-1OWD-44-44-84 „} No#e: If top of main is u-i 3/4 VBHC72-18WD-44-44-B4 VBHC82-18WD-44-44-B4 greater than 15 ft deep 1" VBHC74-15WD-44-44-B4 N/A use heavy wall SDR 35 -9 INSTALLATION NOTES: .-�� concrete cradle if top r.*` `=: ' of main is greater ,� 1. Exact location of meter box assembly to be approved prior to installation. than 15' deep 0. D. 18 ,IF � �• � 2. Water service crossing street: •, a / I 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. ,,,,,,,,E TN I b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box [wrap wire around Corp. a. ; • a III=1 I =III- OF PFE I stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. =III I I I W FINAL BACKFILL - U GRAVITY SEWER SERVICE LATERAL 5/8"x3/4", 3/4" & 1" METER INSTALLATION Q Figure 14 I I=I I =I /� G (4 FOOT COVER) - - �j' Z Figure 5 FREDERICK COUNTY SANITATION AUTHORITY CONSTRUCTION NOTES a , J 1. The Authority's Water and Sewer Standards and Specifications are available at =III I I- .9 PE m � 0 J www.fcso-water.com. IIIIII I I I I11 � -J > 2. The water and sanitary sewer protion of these plans are valid for two years CAREFULLY COMPACTED - -- 0 from date of FCSA approval. -I X O.D. 3. Water and sewer lines are to be constructed in accordance with these plans and SELECT BACFILL =III III= MEMN OF TKA IN DW � W shall meet all Authority requirements. _ = Q I Z 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. -_ �, 5. When on existing water main is tapped for the installation of a new line: _ DF Pr" fm ememmT� a) The Authority shall frunish all labor and material. I I -I I =I I 0 b) The developer/contractor must: -III . ' • • • ' ■I.E Te BNAN v- V 1. make application and pay deposit I I=I I ........'.•, =I I SHAPING OR MANHOLE AM INLET INVERTS IN ACCORDANCE \� �� 2. mark the tap location. CRUSHED AGGREGATE III= WITH THIS WAVING IS TO APPLY TO 'NOSE STRUCTURES n / SPECIFIES ON PLANS OR WHERE INVERT OF PIPE IS ABOVE ` W Y Y 6. The contractor shall tie-in a new sewer line to an existing manhole by core I I=11 =I I INVERT OF STRUCTURE. drilling the manhole. - MANHOLE OF BMW INLET IS TO BE FORMED AND CONSTRUCTED � -, W V .... / 7. Exact locations of water and sewer services on new lines are to be COOrdlinated =III- -_ _ IN ACCORDANCE VITH APPLICABLE STANDARD OR SPECIAL /0 W with the Authorit 's Ins actor. WAVING' THE INVERT SHAPING AS DETAILED HEREON IS TO // y p I I -I 11-I 11=1 11-11 I -I I I I I I-111:-0. CONSIST OF A PORTLAND CEMENT �RETE MIX C13WORlHNG W -III-III--III III -III I I -III -III- TO CLASS A3 OR CLASS CI, EXCEPT THAT 25X OF COARSE Of 8. The Authority's maintenance department shall furnish and install all water meters AGGREGATE NAY BE uP TO 4• IN DIAMETER AND CONSIST IF A V through 2" In sizeCOMCWTE OR BROKEN . It is the de>rele1w slawAraeloes f� to two tlw CCONCRETE BLOCK. THESTONE, BROKEN ' S�ACE E COAARSE AG REGATE v F- W mebr bw eaaiiin bly IfNWill I aw.wlly. 0 D SHALL REMAIN EXPOSED. (� •• �/ Before O permanent meter IS installed: DETAILS OF INVERT SNIPING AS SHOWN HEREON ARE FOR - - - y g STORM SEWER PIPE BEDDING D ETA I L BE SHAD PIBRPOSE DMN Y. EACH ESTMAMHMEIT DR DAR INLET IS ' 0 a) The meter box, with its frame and cover, mast be proper) ali Red' with BE SRAPED INDIVIDl1ALLY TO BEST F1T THE PARTICULAR O INLET AND OUTLET CONFIGURATION AND FLOW LINES. iilallU H the cam ersetter. !1� METFIOD Of MAT" N I�D�S � ■/iy��■ b) The frame and cover shall be set to final grade. NOT TO SCALE 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 ''�' STANDARD METHOD Of SHAPING MANHOLE do INLET INVERTS ■ order. VIRGINIA DEPARTMENT OF TRANSPOtTAttW ■ 9. For water and sewer services that connect to existing lines: 7e 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. �, O rn Eo c) The Authority shall furnish and install all 5/8", 3/4" and 1" water Bn N v services. DI-1 �_ 41 N I, 0 3 d) For all 1 1 /2"and 2" water services, the Authority shall make the tap 2 r NOTES and bring thepiping to the property line. The contractor shall furnish 1'-3.5' 1` cD and install the meter vault assembly. The Authority will install the ;� B B 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. o a �p a� meter. " _ FOR DEPTH GREATER THAN. 10. USE STANDARD 3 c ^ ^ C e) The Authority will install all sewer laterals. END -SECTION 12"-60" PIPE ALTERNATE END -SECTION 12"-60" PIPE L21/2"x21/2"x1/4" CAST WIITHBCOLLOR DI-1A. W �, °' a 10. Any water service line must have a backflow prevention assembly (double check 10'-4"LONG > LO v HUB END ON OULET END -SECTIONS UB END ON OULET END -SECTIONS A A CAST GALV. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or SPIGOT END ON INLET END -SECTION SPIGOT END ON INLET END -SECTION N WELD ALL IRON STEEL AND SPECIFIED ON THE PLANS WILL BE MEASURED 1 U 1013. I CONNCETORS 56t '+� aI - N FROM THE INVERT OF THE OUTFALL PIPE TO THE o +� w 11. All fire lines shall have a fire service meter assembl and a backflow revention X X TO COLLOR 3 �• 43.6 Les OPTIONAL - eneral backfill general backfill y p X X LUDING INCLU N TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE Q) - E g (see note) assembly (detector double check valve or RPZ, as required). The assembly shall I ONE WELDED Luca coNN- BRACE RIBS -C cL Fn - (see note) meet ASSE standard No. 1048 or 1047. Radio read remotes are re wired. ___ J CONCRETE TO BE JOINT ECTORs APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND W cD v v .- q W CONCRETE TO B v E 1 1 "x4" - 2"x1 2 LUGS 1 Y H ETERMINED B H A T A IM NSI NS S ALL BED c 4 P T E C U L D E 0 000 S MINIMUML / o J4000 PS MINIMUM / _ N w N ITION . LL E T A T R FROM FIELD CO D S 1 " 4" THE CON R C 0 2 x STUD 3 w 01 0. D.:...`...'::: '::2':t:O.D. .:::::::.:': SHEAR CONNECTORS 8" 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS a" s" 6" PLAN s. • r-r N B� 5 9 5• _ 91 • 2 A RAN WITH STANDARD 12- TO BE SHAPED IN CCO D CE concrete 4'- Y N PLAN F RNI HING AND PLACING ALL aF PIPE IS 1. THE COST OF U S Q DIAMETER -- _-- -.--- DIAMETERPLAN MATERIALS INCIDENTAL TO THE SHAPING IS TO BE (seselect backfill `4" selec) backfill --C OF PIPE -----C----- -- -B- - OF PIPE (GR T ) 3� INCLUDED IN THE BID PRICE FOR THE STRUCTURE. (see note) see note � S SECTION 8-8 TEEL FAeRMc REINFaaIIAoa _ 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE 6" 6 < --- ---- - < COLLAR DETAIL 21/Y IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, O.D. O.D. 1/20.D. 4'-2' DIMENSIONS FOR THE INVERT OF THE STRUCTURE SHALL BE SHAPED Z p I _. �` CAST IRON ONLY WITH CEMENT MORTAR TO PREVENT STANDING OR J w Ilk PAY LINE E - PAYDLINE E - I I 2'-r I * PONDING OF WATER IN THE STRUCTURE. THE COST Z OF FURNISHING AND PLACING ALL MATERIALS � - 6„ 6 SECTION X-X END VIEW SECTION X-X END VIEW COLLOR " 3"e WEEP HOLE INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED Z stone 4" DEPTH AGGR.68, IN THE BID PRICE FOR THE STRUCTURE. U LLI STANDARD stone nnw y 12' 11NN. CONCRETE ARCH 12' a a c D E 1�rlr a c E t= �� N �178, OR 8x6" WIDTH f1 4 -0 ♦-0 1-O 1? s 1-0 *-1 a-1 ?-0 general backfill f ! 1 1-! 4-0 J-0 le ! 1-J -ID s-f J- 2t t„a,f,, 1Y 5. STEPS ARE TO BE PROVIDED WHEN RD IS 1. eneral backfill fa ! 1-J / -! 4 -0 1-s 13 B 1-J 1 ! -1 ? -s .... - � OR GREATER. FOR DETAILS SEE STANDARD ST-1. 2' 6• 9 5" 16.OR 24• N (see note) I1 ! 1 41-If -1 e-0 J-6 If ! 1-11 -1 a-f -a �,�,�,� :°. 12,1 �3• � D � (see note) 14 ! 1 - -! -1 f- 21•i /0 -7 -e e-J ♦-0 "'III 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. '�H 0 v ` 2 le J 4 f-0 1-1 !-1 I-! 7 f0 1 4-0 1-1 1 -1 1 4-B - 4 .ID 1 -0 4 -B f - 7 4 -f � s-0 an / C -0 4 f-7Jf !- C 1 s s-0 n " IT 1 -1 1 4-1 D / I �i 1 4 -f 4 J-i f -f 1 -►� - D J•�T 7 4 W T APPROXIMAT Y 12" _�. JB 1 -,T Sri 1-1 4 s- x8 SMOOTH DO ELS A EL 4 ! -0 a'VOA .Ai f -J 5 - - f f ? OJ B-1 4 !-0 f1 1 - ! sa 1-f/ C C TO P IN A AR S ADJACENT TO :���:is2�0.D.•�:'�:�=�:�.i:�:::i�:� e z e-e 1 - BE LACED LL EA ,t? ! 1- -1 f .-- �D--�-��: 1 e -1 a -s m g +a 1-0 a-0 1-2 s -2 -D +e 1-0 a-0 1-1 a -1 -0 I O 8" T 8" N N . ABUTTING CONCRETE TO PREVENT SETTLEMEN IN 1 -e 5s N T-J 3-s 1-11 -4 SE e -! CTION A A � U N IS 9 � 1-71 a-0 -J e� s -o BO 1-B S -0 J -J a -J a-0 4' I OF W A "x4"NTH MAY PROVIDED. J C LEW L EU DO ELS 2 0 C BE 11 CONCRETE QUALITIES FOR MINIMUM DEPTH SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN. N0. 21621 24" select backfMll 24" select backfill - PAY LINE --- 12" CONC. PIPEITIES F Cu. NIM CONCRETE •0 (see note) (see note) S"OMDOR --C-w� NOTES: 15" CONC. PIPE-1.528 Cu. Yds. CONCRETE 11/2• p-1 8. 3" DIAMETER WEEP HOLE WITH 12"x12" PLASTIC TIPEB- 18" C - m 2" HARDWARE CLOTH 1 /4" MESH OR GALVANIZED STEEL stone _ PIP -1 20 Cu Yds CONCRETE MUM W RE DIAMETER 0 03' NUM R 4 PIPE FLENGHTS SHOtMJ AN PLANS ARE ONC E 6 6" ;� g„ BASED ON END SECTION DESIGN SHOWN 24" CONC. E 81 1" 1• SECTION D-D WIRE MINI I BE s`SIONAL ON THE LEFT. IF THE CONTRACTOR ELECTS ADD 0.469 Cu. Yds. PER ADDITIONAL FOOT OF DEPTH MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE 1/20.D. OD TO USE THE ALTERNATE DESIGN SHOWN ON 3/4'`- 11/4• OUTSIDE OF THE STRUCTURE. THE RIGHT, LENGHTS YMLL BE REDUCED BY SE�� `+-`. SURVEY: THE DIFFERENCE IN DIMENSION •D•. 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 MANDH N/A L sLOPE DETAIL STANDARD DROP INLET GRATE DETAIL (3000 PSI). PRECAST CONCRETE TO BE 4000 PSI. LEGGE 6 6" SPECIFICATION q » » B APPROXIMATE WEIGHT DRAWN BY: JOB NO.: concrete concrete REFERENCE » DM 12 - 2 4 PIPE: MAXIMUM DEPTH H = 10 CAST IRON 10. ANY ALTERNATE METHODS OF ANCHORAGE SS 0501025 FLARED END -SECTION FOR 12 -60 CONCRETE PIPE CULVERTS 102.01 paT �-� GRATE 363 t 181bs. MEETING THE APPROVAL OF THE ENGINEER MAY BE CONCRETE CRADLE CONCRETE ENCASEMENT 302 VIRGINIA DEPARTMENT OF TRANSPORTATION SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN SCALE: DATE: NOTE: To be compacted to 95% of ASTM D698 maximum density. NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION ES--1 104.01 HEREON. N/A 07/13/05 TRENCH & BEDDING Figure 1 H : 9/10 y gas e e SDR 21 gasketed METER SIZE METER BOX METER BOX COVER Q. bell 45° bend bell adapter •= I (see note) 2' Non -Traffic M32C-PW 5/8"x3/4" or 3/4" 18 in. Dia. x Traffic A32HH MC-30 (Frame) WITH RML-1-T (Top Lid)V. ': Non -Traffic 24 in. Dia. MC-30 (Frame) WITH RML-12-T ` ai• :I .it T3 J:._rti. r%•i i' N!v� T: .e.� ..:-,•..I'• .!�+� ii-f+•. finished .c Traffic 11 li ..i^'' i:? �"• i3r "�ii.l.'v.k •t'3:.rN;� �*, "s li-Yi�('�...-.?�r: ;4-.q'f ^.,c: s:a: r<. a.=• HEAVY -1.5" SM-2A 3" BM-2 --83„ 21- A ................ . COMPACTED 11 HEM: SUBGRADE LIGHT 2" SM-2A-- 8" 21-A- COMPACTED- flE -I SUBGRADE�- NOTE: HEAVY PAVEMENT SECTION IS TO BE APPLIED TO THE PROPOSED ENTRANCE AND OUTDOOR STORAGE AREAS. LIGHT PAVEMENT SECTION IS TO BE APPLIED TO THE PROPOSED PARKING AREAS. ON -SITE PAVEMENT DETAILS NOT TO SCALE F GUTTER TYPICAL 1' NOSE DOWN CURB NOT TO SCALE 5 (OR AS SHOWN ON PLANS) 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 5' (OR AS SHOWN ON PLANS) id EXP. JT. MAT'L 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK /CURB DETAIL NOT TO SCALE w W > z J p � 0 w 3 U Q EX. RIGHT HAND LANE OF MUSKET DRIVEOf ENTRANCE TAPER (WIDTH VARIES) WIDTH VARIES cross SLOPE = 1/4":1' mm. -- cG-s I I -I -�� 1.5" SM-12.5 I (=I I _ � I Gill I II l II II I lI I (l i i� I l i ill i� �1 11I I li 3" BM-25.0 8" 21-B 12" COMPACTED SUBGRAD NOTE: INSTALL PAVEMENT SECTION AS SHOWN OR MATCH EX. PAVEMENT SECTION WHICHEVER IS GREATER. SITE ENTRANCE SECTION NOT TO SCALE EXTEND PROPOSED PAVEMENT SECTION TO LIMIT OF SAWCUT LINE. -- 1 l i 1- 9 H_ 2x4 TOP RAIL j I + 1 x6 BOARD, FRONT & BACK 1 I I I TOE NAIL EA. 1x6 W/2-8d(EA. RAIL) - 12x4 MID RAIL 6 LLL I 5,-9 � 1 1 1 8 -4x4 POST ®8 CC I I I - 2x4 BOT. RAIL ATTACH RAILS TO POST 6 „ PROP. GRADE W/3-10d(EA. RAIL) 6 I I 12" DIA. POST HOLE, I ..� , FILL W/CONC. f v NOTES: 33" .� ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. ' CONSTRUCT (4) 6'-6"' GATES SIMILAR. PROVIDE GATE LATCH. PROPOSED FENCE DETAIL NOT TO SCALE NOTE: CONSTRUCTION PROPERTY LINE INFORMATION IS TYPICAL FOR EACH SIDE OF THE DUMPSTER AREA ENCLOSURE. 6" DIA. STEEL 5.�' LACE 4"x4" POST 5.00' PIPE FILLED W 6" BEHIND / EDGE OF PAVEMENT CONIC. (PNTD.) Iff 4'-0" HT. WITH 18" 0 CONIC. - EDGE 0� PAVEMENT' FOOTING - 3' - 1.00' ! 1.00' DEEP W/ WELDED 3.58 483' 23.17' - �'` 4. 3.58' HOOPS (4 TOTAL PIPES) PNTD. PER OWNER SPEC. 7 FENCE (SEE z DETAIL THIS SHEET.) w PLACE 4"x4" POST 7 6" BEHIND Q 1 CONIC. SLAB EDGE OF PAVEMENT O 6" CONC. SLAB W/ 6"x6"x10/10 \ �gLL LL 0. WELDED WIRE MESH \ FTCE (SEA 7 - 1 DUMPSTERS BY ` D TAIL THIS SHEET.) -7 7 OTHERS -7 , 1' NDC 7.33' • • \ / ' NDC 5.6T r 11 15.00 , ` S (2) 6'-6" GATES 0.66' t TO MATCH FENCE SEE FENCE DETAIL CANE BOLTS ATTACHED THIS SHEET TO FENCE BORE HOLES IN ^, \7 \ -7 ­7CONCRETE o TO 12 00' 16 00' 12 00' ACE OF CURB ACCEPT CANE BOLTS FOR BOTH 7 OPEN AND CLOSED \ 5'R POSITIONS CONS. APRON FACE OF CURB CONCV APRON 6 13 7" 62,-0„ CG-6 „� COMBINATION 6" CURB & GUTTER NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) -7 DUMPSTER AREA DETAIL NOT TO SCALE 6" _- 2" 6„ 13?JI 1 „ _I Nil °: .• • M 7" CG-6R COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE ASPHALT PAVEMENT ** PR. STREET OR CG-11 3 /4 AISLE APPROACH TO w p Icn BE THE SAME AS MAINLINE ROADWAY. U' cl� Q (RADIUS TO BE AS alo- SHOWN ON PLANS) (RADIUS TO BE AS C C O O SHOWN ON PLANS) U � �W �N i ®RADIAL COMBINATION CURB & i GUTTER (ST'D. CC-6) SIDEWALK �6" * OPTIONAL EXPANSION JOINT A FLOW LINE NOTE: WIDTH "B"= 2'-0" MAINLINE ROADWAY OR AS SECTION. SHOWN ON TYPICAL PLAN VIEW 10' 8% MAX. EDGE OF SHOULDER OR--PARABOLIC--­I SLOPE CHANGE OPTIONAL FLOW LINE CURVE MAINLINE ROADWAY 8% MAX. 5' SLOPE CHANGE MIN.-' 40' MIN. FOR STREET CONNECTION 20' DESIRABLE FOR -� COMMERCIAL ENTRANCE SECTION A -A GUIDELINES FOR GRADE CHANGE D ENTRANCE VOLUME DESIRABLE MAXIMUM HIGH (MORE THAN 1500 VPD) 0% 3% MEDIUM 500-1500 VPD <3% 6% LOW (LE S THAN 500 VP D) <6% 8% METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VDOT 2001 STANDARDS NOT TO SCALE 4" L " CLASS A3 _ (H.E.S.) - CONCRETE SECTION C-C Ill CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. ® WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE JOINT DEPTH FOR SIDEWALK AND CURB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". WHEN STADARD CG-11 IS USED FOR ENTRANCES BUILT IN CONJUNCTION WITH VDOT PROJECTS, PLEASE NOTE THE FOLLOWING: ** MAINLINE PAVEMENT SHALL BE CONSTRUCTED D TO THE R/W LINE (EXCEPT ANY SUBGRADE --- STABILIZATION REQUIRED FOR MAINLINE PVMT. D WHICH CAN BE OMITTED IN THE ENTRANCE.) ® RADIAL CURB OR COMBINATION CURB AND ANY GUTTER SHALL NOT BE CONSTRUCTED - D D BEYOND THE R/W LINE EXCEPT FOR -- REPLACEMENT PURPOSES. D WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. * PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOW LINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. T �` 0000a poop p..0q 0 0p o o°0 70 TRUNCATED DOMES A TANGENT PLAN F VAN ACCESSIBLE SIGN ---12" x 18" STD. 1 RESERVED RESERVED PARKING PARKING -STD. U-CHANNEL N N POST VAN ACCESSIBLE rr 1roo-eee n >hoo-eoo AN C ww-Aiwr zowE ror�Aiwr mE ACCESSIBLE SIGN PROP. GROUND SIGN HANDICAP SIGN DETAIL NOT TO SCALE PER PLANS ..........................�.... .. 4" CRUSHED STONE (3000 PSI) 6" CONC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) CONCRETE SLAB DETAIL NOT TO SCALE A 5' PERMISSABLE CONSTRUCTION JOINT ST'D CC - OR CG- 20: END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTOiRIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE 0.375" x 6" 0 CONC.-FILLED STEEL PIPE PAINT RED FINISHED GRADE 18" DIA. CONCRETE(3000 PSI) BOLLARD DETAIL NOT TO SCALE ® 7" WHERE STD. CG-3 CG-7 IS USED. SECTION A -A 5 -- M►N STD. CG-2 /5 DOWELS, 8' LONG i 12" C-C r-PERMISSABLE LOPE: 12:1 CONSTRUCTION JOINT MAXIMUM CURB SECTK)N B-B ATE, 2* HIGHER TH� EDGE OF PAVEMENT 2, AT M M,SAME AS TOP OF CURB. MIN TYPICAL PLACEMENT TYPE C (PARALLEL do PERPENDICULAR) AT INTERSECTION APPLICATION WITH BUFFER STRIP DIA. THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE .* USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" x 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK DIA WITH A WARPED SURFACE. NOTES 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL. OTHER TED DOME TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE DUAL 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF 2. CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). 2 r TRUNCATED DOMES 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE C-C CONSTRUCTION JOINT WITH REQUIRED BARS. 00 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BURS SO THAT ADJOINING FLARED SIDES CON BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 x 6" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, OO O O MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER 1'/2". TO CURB RAMPS ARE INCLUDED IN PAYMENT OF 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT CURB/CURB AND GUTTER. OOOO O O 00000 7. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE THE ADJUSTED TO MATCH MOUNTABLE CURB AND CONFIGURATION. ' OOOO O O 00000 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE RIGHT ROUTE WITHIN THE RIGHTGHT OF WAY OF A HIGHWAY FACILITY POLES, FIRE DROP INLETS, ETC... CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING LIGHT HYDRANTS, WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP O O 00000 OOOO RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. 9. RAMP MAY BE PLACED ON RADIAL OF TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK. VARIABLE 3' MIN. 10. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING PAY LUTS 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 N.T.S. VM(IIINA EPART�T 203.05 TRANSPWTATM 2003 J 0 z _0 H U D z 0 w J Lj V Y_ w Q 0- N Z Im 0� > r. D r Q I N� V U 0 U 0 `L1 U � U D . Y W o � � U V- ■ U ■ J Q. E �_ _o N,� N cD C7 (D N +, N OU r In Ln cn I N cn (0 I 3 N N W . c 3 00c a J`� rn > LO "_., Lo L L: O O U W (n (10 E O U N U O E bi Q a Z J Lu DZ V) O Z 11 UT F D HN C. LEWIS a No. 21621 010, �SSIONAL Gti SURVEY: C. I.: MARSH N/A DRAWN BY: JOB NO.: SS 0501025 SCALE: DATE: N/A 07/13/05 SHEET: 10/10