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Home My WebLink About008-98 Fleet Maintenance (Stonewall Industrial Pk) - Gainesboro - Backfile (2)GENERAL NOTE' VD0T GENERAL NOTE' ' LEGEND VICINITY MAP EXISTING INTERMEDIATE CONTOUR - - -- 33 -- -- �` - SCALE 1"=__ I2-�' ____ ��' o LO 00 1. r• in the construction of the improvements herein shall conform to the current Methods and materials used p VDOT V1. All work on this project shall conform to the Latest editions of the Virginia Department of P J 9 P Transportation (VDOT) Road and Bridge Specifications, and Standards., The Virginia Erosion EXISTING INDEX CONTOUR ar -�m� --- - 330 �� J ; N County construction standards and specifications and/or current standards and specifications. � v N N basins during and Sediment Control Regulations and an other state, federal, or local regulations 9 Y 9 PROPOSED CONTOUR 40 EX E P /----- ki Me re- Gf . .� �G k � •- a .S co N co rn 2. 1 erosion and siltation including detention ponds serving as silt construction,v, Measures to control e s a g p g 9 must be provided. prior to issuance of the site development permit. The approval of these plans in no way P P applicable. In the event of conflict between any of these standards, specifications or I r plans, the most stringent shall govern. n. EXISTING EDGE OF PAVEMENT --- ---- ----- --- -��--- ----- --� PROP E/P ?� �'' L - I I o N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT ,� a _ � N N Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER -. _ . _ -.EX C&G_ _ . __ . wi.kUt _ .__ .-_ _� r_ _ _ .__ _._ __.._. _ __ Ike, Gir• o 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP C&G -4V old- -C `n (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER Q� ax 4. this does issuance by VDOT is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CC-6R yy �° _- Approval of plan not guarantee of an entrance permit when such permit shall be In accordance with the current edition of VDOT s work area protection manual. TRANSITION FROM CG-6 TO CG-6R _ __ ___ ,_. �_ _ q r- a, required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT s �� +. U) .� ` ` 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. Y� EXISTING TELEPHONE LINE -- -- + --- ---- -- '� °' o with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE _..._ ._ .. _, ._ ___ . _.,.. _, ....__ . , _. , ._ _ ._ -__. - ._ �� b- S, Q> ` ill n The developer will be (VDOT) to determine if and where guard rail and/of paved ditches w be needed. p . V4. Design features relating to construction or to regulation, control and safety of traffic may be to deemed by VDOT. EXISTING STORM. SEWER EX. 15" RCP ----- _-- ,..-. _-- /�' U C � _ w cn v ditches as determined b this joint inspection." Refer to responsible for providing guardrail and paved d tc es y j p subject change as necessary Virginia Department .of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15 RCP i° V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. representative of the developer must be available at all times. EXISTING SANITARY SEWER PROJECT IlVFORAIATION 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER Control Devices MUTCD . ( ) arranged and held by the engineer and/or developer with the attendance of the - � EXISTING ELECTRIC SERVICE �-- ---------•-------------~- contractor, various County agencies, utility companies and VDOT prior to initiation of work. STREET ADDRESS 259 TYSON DRIVE }- 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE -- -- ------ -- ------ - WINCHESTER, VA 22603 Z embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for Z . any undetermined length. of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE _ _ _"_ u � MAGISTERIAL DISTRICT CAINESBORO 0 9-. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less inspection. P PARCEL IDENTIFICATION N0. 43-1119>)-26 than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE " _ 'w_- , __._ ."ti. __.n . LOT AREA 4,033 AC j 4 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated g P V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE � - - - - DISTURBED AREA 0.5 AC W V on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance Q in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE CURRENT ZONING MI N 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained CURRENT USE COMMERCIAL v be minimum 6 diameter and conform to VDOT standard SB-1. through construction 9 FENCELINE -- -- - - � -- - - - -- •_• PROPOSED USE COMMERCIAL LL,. � 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no Less than EXISTING POWER POLE L, ul one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage Is achieved and maintained on the site during SETBACKS - BUILDING: FRONT: '15' (310' PROP) L and at the end of construction. EXISTING TELEPHONE POLE l �_.� SIDE: 25' (85' PROP) 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to ��„•.,_�___"___. EXISTING WATERLINE W/ TEE ----- - -- ------ -- - ----- REAR: 25' 1255' PROP) entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have W , whatever measures are necessaryto insure that the streets are maintained in a clean. mud and dust. free � ,, • • minimum 36 cover and, when possible, to be Installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE •�• ! T , � w +� _ BUILDING HEIGHT: MAXIMUM - 60 (18 PROP) �1 condition at all times.-' � � 14. * Notification shall be given to the appropriate utilit com an prior to construction of water and/or sanitaryV11. 9Y company P / Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT h SIGNS: NONE PROPOSED N sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE -------- - ---- --- OUTDOOR LIGHTING: BUILDING MOUNTED 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER ----- -- -- -- - `-- -tom----- - OUTDOOR STORAGE: NONE PROPOSED 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the • • contractors responsibility to, verify the exact horizontal and vertical location of all existing utilities as needed V13, .. All roadway fill, base, subsurface material.; and backfili of utility/storm sewer trenches shall Y PROPOSED REDUCER -�; CALCULATIONS F.A.R. CALCULATIONS PARKING CAL.CUL • prior to construction. The contractor shall inform the engineer of am conflicts arising from his existing g Y g g be compacted in 6 lifts to 95% of theoretical maximum density as determined b P Y Y STOP SIGN LOT AREA. = 4.833 AC = 210,525,40 SQ FT REQUIRED. OFFICE = 1 SPACE PER 250 SQ FT utilityverification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) a:.. -: '- WAREHOUSE, TRUCK TERMINAL 8 The developer will be responsible for any damage to the existing streets and utilities which occurs as a of any dedicated street right-of-way. At the direction of VDOT Inspector density tests by a independent agency shall be conducted as required in the VDOT DENOTES LOCATION OF STD VDOT CG-12 AND//4R JURISDICTIONAL OR OR -~ EX 2 STORY OFFICE = 5,000 SQ FT TRUCK. GARAGE = 1 SPACE PER EMPLOYEE result of his construction within or contiguous to the existing right-of-way. performed qualified Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to STANDARD CONSTRUCTION EX WAREHOUSE TO REMAIN RE = 1500 SQ FT �� 1 project final VDOT PARKING INDICATOR 12 EX :I PROP TRUCK GARAGE = 21,750 SQ FT EX. OFFICE = 5000 SQ FT/250 = 20 SPACES REQ. �1 18. When grading is proposed within easements of utilities, letters of permission from all involved companies approval. INDICATES THE NUMBER OF TYPICAL PARKING SPACES EX. WAREHOUSE, TRUCK TERMINAL -1 - must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development permits. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans TEST PIT LOCATION ,.�'-=�. TOTAL = 40,250 SQ FT TO REMAIN = -1 EMPLOYEES = SPACES REQ. and further where determined necessary by VDOT Inspector. 40,250 / 2I0,525.48 = 0.19 (F.A.R.) EXISTING 4 PROPOSED TRUCK 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. V15. The Installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING H/C O GARAGE = 11 EMPLOYEES = 11 SPACES REQ. shall meet VDOT minimum design standards and is the developer's responsibility. LANDSCAPING CALCULATIONS TOTAL SPACES REQ. = 36 20. These plans identify the location of all known gravesites. Gravesites shown on this plan vi ll be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 PARKING PERIMETER ~� 1 ' TREE PER 40' TOTAL SPACES PROVIDED = 42 U engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE ., PARKING PERIMETER = 112 E-+ E-1 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering . acceptance of work. Unit and total prices may be obscured. x' i 112 / 40 2.8 TREES REQ. HANDICAP PARKING W W at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. "A" V17. Prior to acceptance by VDOT of any streets, any required street signage aril/or pavement marVDOT on an b ti di t VDOT' l d th d b ll t i t b kings must e installed y e developer or, as discretion, y EXISTING STREET LIGHT -` }-+ k,r EXISTING TREES = 5 26-50 SPACES = 2 HANDICAP SPACES REQ. co Q O 22. Controlled fills shall be compacted to 95% of maximum density as determined by method per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a i b bl i receivable ass. accountPROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT + - 2 TOTAL HANDICAP SPACES PROVIDED - (1 VAN ACCESSIBLE) Q-i W a g,eotechnical report has ben prepared, it should supersede the requirements in this note: TRIP GENERA TION DATA SANITARY MANHOLE INDENTIFIER 12 o W 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting- at Feast two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 6 O 0 Q. U� CLASS USE PER PERSON NO. EMPLOYEES TRIP RATE VPD in Frederick Count appear below. These numbers shall also be used to serve in an emergency condition. Y P P 9 Y (z, �i-i I. -7e f'101� I (-�-- EASEMENT LINE --------------- Water Sewer: Frederick Count Sanitation Authority / Y y NOT F F CG _T CENTERLINE - - P.O. Box 1877 Winchester, VA. 22604 -T F-(P G E t, E P-A EXISTING SPOT ELEVATION 12.0 (540) 86$-10$`1 PROPOSED SPOT 'ELEVATION + 715 3 Phone: Bell -Atlantic EXISTING TREE DRIP LINE - - -. ,a._-s--�•- _: 1-1 ..-.�, .-v%` A P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 FCSA CON,�T CT 0 r/� R ION NOTES' EXISTING TREE-5 '> 15n OAK 15" PINE _ - _ MISS UTILITY 1 800 257 7777 U Power: Allegheny Power PROPOSED TREE OAK P.O. Box 145, 8 1. Water and sewer lines are to be constructed in accordance with these plans. The lines `. Hagerstown21741 shown, CJ 1-80 3317 shall additionally meet all requirements of the Frederick County Sanitation Authority. Gas: Shenandoah Gas Co. 2. The contractor shall coordinate with, and arrange for inspection by the Authority. P.O. Box 2400 - Winchester, VA 22604 3. Exact locations of water and sewer services on new lines are to be coordinated with the SEALL rTR SHEET CO VE (540) 869-1111 Authority's inspector. Project Name: 4. Waver laterals that cross the street shall be in PVC pipe. The pipe shall be 2-inch diameter SDR21 or Schedule 40. It shall run 2 feet beyond the near side and for side � $ MAINTENANCE FLEET sidewalk. T Owner: Address, including Zip Code &Telephone No. 5. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent meter is set, they require; 1) the frame and cover to J �� 360-2 MCGHEE ROAD be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar12�Z��,�j� U MARK D. SMITH TOAN AND ,4550CIATE5 WINCHESTER, VA 22603 (540) 665-0693 between 18 and 21 inches; land 4) all components of the meter box assembly to be in working order. It is the develo er's conctractr's responsibility to have the meterp proper 9 P / P Y No.022837 (� W �, �. �,' ` ti Developer: �, �,Addr°e$s Including Zip Code &Telephone No. q �� 60-2 box assembly installed correct) y L�' � � ��®�� MCGHEE ROAD � SHEET INDEX �oNAL TC AN AND A660C I,4T� � �� '`b � INCHESTER, VA 22603 � 6. The Sanitation Authority shaill install all water and sewer services that connect to existing �� /540) 665-0693 lines. The location of the top and the termination point of the lateral are to be Engineer Certifying Plan.'' Ad ass, Including Zip Code & Telephone No. coordinated with the Authority's assistant engineer. An applicaton for services must bed made and fees paid, 151 WINDY HILL LANE COVER SHEET SHEET 1 OF 3 Gj�EEN�J,�,4,1' ENCaINEEi�INC� WINCHESTER, VA 22602 7. The Sanitation Authority shall tap all existing water lines. They will furnish the materials PLAN SHEET 2 OF 3 (540) ro62-4105 for and make the tap. The contractor must make application for and pay the cost of PROFILE AND DETAILS SHEET 3 OF 3 PROFESSIONAL SEAL & SIGNATURE this work. APPROVAL DATE: 2/5/98 THESE PLANS ARE IN CONFORMANCE WITH 8. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. COUNTY OF FREDERICK STANDARDS AND t 3 30 �� SCALE: N (A ORDINANCES. ANY DEVIATION OR CHANGEIN 9. A double check valve backflow prevention assembly is to be installed on any line (fire or domestic) that into building. The is to ASSE Standard No, 1015 THESE PLANS SHALL BE APPROVED BY Z d N I N G A t> Y I N IS-T P-•A TO(2 P A7 E DESIGNED BY: goes a assembly meet THE ZONING ADMINISTRATOR PRIOR TO or 1013. If the assembly is mounted inside a building, a remote readout is required. CONSTRUCTION. JB/AS SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL FILE No. 68¢ SHEET 1 OF 3 * F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL 911 a I 43-((19))-21 TORN AND ASSOCIATES ZONED: M1 USE = TRUCK TERMINAL EX. 20' DRAINAGE ESMT A ( i j I 5 40°2�)'20" E - I&E,.&O' -------------------------------_-- — -- - --� — E X. 't I Ing _... ` �. FH EX. PARKING _. .r' I ' »=- = w r ; I J — — s TO BE I TORN AND ASSOCIATES RELOCATED 1 X. _= Plimfc1l ZONED- M 1 r . t USE, OFFICE 4 W,4RE1-LOUSE # RELOCATED PARKING ! ; �. -..I ryr PROP 5AT-- I O EX. FARTB I �-; o 0 0 0 0 € �� 4 STORAC�xE I 6' CONIC WALK "' EX I VVATEtz 9EF-VIG6 To E5r-- GONG H/C HANDICAP SIGN REQ U I RED WHEEL RAMP VAN AICCE6515LE - �Ii STOPS > I 4,500 SQ FT Z; �# PR0f �,4RTS W —i FF=115,00— $ 6,000 5a. FT PORTION OF EX. BLDG TO fool h 13 , ►i BE REMOVE 8,000 SQ FT I n m �( Q PROP 4 BAD' _. x Lti Ex. �259 } Z O TRUCK GARAGE � lu FF --118.00 EX. TRUCK _ _ . _ _. , }- GcARAG E PROP 2" FORCE ,tt _ SEWER LINE . V foolUl R OUTDOOR F LIGHTS (TYP) a PROP 20' RC.SA. I' WATER LINE E5MT I r � RC_ r ti ER LINE 3 I =W� rpvP 6"GATE VA 1--V E --i-PROP FIRE HYDRANT N 40`29'20" W --165.(o'0' I 43-((19))-25 ROLLINS LEASING CORP. ZONED. MI � USE: INDUSTRIAL ROUNDS ASSOCIATES ZONED: OGIATES I RD OUNS SMOGI,4TE5 ZONED- I � USE'. WAREHOUSES USE: WAREHOUSES � I I N O � pp z N N 00 N (D .� ,I - Lc) (L) I 7(:) C V) c O o� a `n x L L Q) 0 C a c Q� L a C 7 W V) Z w 0 � w Q N U w L W o L.Li Q J 'I Q N J > Q.�O 0 O O d i Q Q J Q 0 ��>� J aQoo >C)C)�o z a Qodb- o Q J 0- � V) Q or_ Z Iw-L�W O N * }Lij �` O * � Nil co � e 1-400 PLO i DATE: 2/5/98 1 SCALE: 1 " =30' 0 DESIGNED BY: AS/JB FILE No. (o0,9- SHEET 2 OF 3 general backfill i • 0 : aggregatestone SIANDARO _. general backfill s 8" general backfill 24' carefully compacted backfill • r 6- aggregate concrete CON!QRETE CRADLE general backtill IMF t24- carefully compacted .. compacted ,4' select backfill select backfill ,• >concrete D. c C O.D. • • 1 i CONCRETE • : aggregate i ■ CONCRETE ENCASEM repave original thickness e of replacerrient 48. 8w'i O.D. 8' ! --- - entire trench to be compacted 21-A V.D.O.T. PAVEMENT REPLACEMENT TRENCH & BEDDING Figure 1 5' min. pavement_ 5' min. 36" min. -steel casing pipe —carrier pipe r--spacers - ) sets oriciKe,; i or tunnel liner per pipe length. up en.: (see note) NOTE: - separation of carrier pipe from casing pipe shall be by either 1 pressure treated lumber fastened to piping by stainless sttee strapping or; ' manufactured steel and/or plastic casing spacers 4" width ) SECTION 4•# SIZES REQUIRED 6" CAARIER PIPE CASING PIPE WALL 24" r DIA. (�) DLk (•) TH XNESS (�) iN height can be adjusted to 4 or less ...... _ 12 .250 obtain correct percent slope 6 ................ 16 .250 TIMBER SKID 8 ............ .... 18 _ _ . .375 10 .............. 20 - _ .375 12 .......... 24 ................. .375 WATER SERVICE LATERALS: a) casing pipe shall be SCH 40 PVC or SDR 14 .............. 24 .375 15 ............... 24 .......375 b) 2" diameter pipe for 3/4' & 1" sevice fin.... 16 30 500 c) 6" diamenter pipe for 2' service lines 18 ................ 30 .. ....., .500 d) no spacers or sand fill to be installed 20 .................. 36 .500 21 .................. 36 ................ .500 24 .................. 36 .. _ ....... .500 (for larger pipe use tunnel liner) HIGHWAY CROSSING Figure 3 AMENDMENT NO. 2 - APRIL 1997 _ _concrete thrust block trench width as required ' IF - O 6" dia schedule 40 3' steel pipe filled with concrete and painted yellow r 18" dia O 1' .6-0 concrete -• encasemerlt BOLLARD DETAIL direction of setting to be approved prior to Installation "." - as requirconcrete — concr•pad 1'-6" sq. x 6' deep1 2" min 6" max _fl♦_ screw type — adjustable stone to be rrnnimum I valve box of 6" above top of base --- locator peg ;ff 1r' - megalugs 1 FIRE HYDRANT ASSEMBLY Figure 9 mechanical pint swivel tee with 6" branch CG-12 Permissible RIO Construction Joint aY Line CG-12 pay Line CG-t2 va 00 SrdWidth e.olk coo Vor 1200 rn" or l Sde.oli space Toper curb height down #d to 0 at this point or Poy Line it continue at funheighi CG-12W10.her* appicable16 x 200 min Bon s 0300 min c-c rrurwrnum vor 9Vor width stdt.olk concrete cover 40 Tin o . 0or Sdewolk Space Permissible Construction Joint Po Line CG-12 �— 0 16 x 200 mm Nb Bon 0 300 mm c-c TYPICAL ALTERNATE RADIAL PLAN Minimum concrete RADIAL PLAN cover 40 min FOR USE AT APPLICABLE STREET For Commercial Entrance CONNECTIONS AND COMMERCIAL (Heavy Truci Traffic Anticipated, see Standard CG-13 sheet 203 10 A ENTRANCES Perr.ussrble 1800 900 mm �� Construction Joint minJ � a Vor Idth c c sidewalk or c > 6 o - o oo• B side N o o B ®p • e ' ••� �SDoce I e� ^� Slope 12 1 A/oximum ISOMETRIC VIEW A-�� TANGENT PLAN Notes Curb romp floor to be class 20 Concrete 130 MPo if prtcosi) with stop - resistant integral dettctoble warning surface covering the entire width 01 the 175 mm where Sid CG-3 CO--? is used. romp floor (romp floo• moy De precast or cost in place) The detoclable warning shoe be provided by an exposed aggregate finish Pamp shall not 2220 rnrn is the mwwmum exceed o mo.imur slope of 121. Saewalk Area ® requirement to Flared sides of curt ramp to De poured monolithlcony with romp floor or by (with or without buffer sire) 150 us permissible construction achieve o 12 1 abbe using De joint .inn req,nred bars St'd CG-2 2220 — - �' If romp floor is precost. holes must be provided for dowel bars so that or CG-6 12 1 Mox —+ adjoining noted sides con be cost in place after placement of precast romp 100 floor Precast concrete sholl be class 30 Required bars ore to be 816 x 200 min, ploced 300 mm center to center along both sides of the romp floor, md-depth of romp floor Mlromum I 175 mm WHEN THE ENTRANCE RAD,CANNOT concrete cover 40 -- ACCOMMODAtE THE TURNING REQUOREMENTS SECTION A•A Curt romps for for OF ANTICIPATED HEAV,, TRUCK TRAFFIC winbe meesured and paid at the contract unit prices Hydraulic 016 20C mrn Bors 0 cement concrete sidewalk and Exposed aggregate sidewalk, complete -in -place 300 rnm c-c Permissible Curb/curb and quite, slope transitions adjacent to curb romps are Included Constructor Joint in poyment for curb/curb and gutter $lope 12 1 Mo•imum This item may be When used in conjunctlon with Standard CG-3 or CG-7, the curb tints on precast or cost n place this Standard is to be adjusted to match the mountable curb configuration Curb Romps ore to be located a• shown on the pions or as d'IreCtoa by the Engineer They ore to be provided at intersections wherever on occessoble SECTION B-B route 'o.il Mn the riq' 01-voy of highway facility tresses a curb regardless of whether sidewos rs &.-sting. proposed or nonexistent They may be offset Limits of exposed aggregate side.olk Dbut from pedestrian crotswotks as shown. on plans a as directed by the Engineer. should not be booted behind vehicle stop roes Existing light poles. fire Treatment where width of slid*wo6 or sid*wolk hydronts. drop whets. etc wit also effect plecemtnl space is less thor 2220 min. E Accessible route is def ned as a terntwnuous unobstructed, stable firm ono Nip res.slarst Path connectinq abaccessibe elements of is facility that con be w,00chedentered and used by persons with motAlly Impcwments. jPEFERET RAMP REFEREN.E (PERSONS CURB WITH MOBILITY IMPAIRMENTS) V \ 10 to PLC P '� IIDC I 10 1'. IZ 1..1.4x1nfuM lu.or• IF .X'r 14 L_C•iS 'T1-AtJ ♦>a IN. TH&H THO 'K;L.OvG or TH er f LAON-fir O 151015 SHAL_l MOT I'rxc_r_ (> I 12 4::r,UPCA FkA M P i?LTA I L- T. re, !3(JjL.,r,>ING LIGHT DETAIL- 14. T s. Z PoF?-TlaN o ff 4 E. XP5I--PG• 0 v - c, 5E F2E Mop/ e P W m OL i25 to V UX. 72-0 - MtN . oGAS MEN j COV 101' MIfJ- "PV.G . WA7aF 715 Ill I z - W u 7(0 4 Z Q Lu d- LL) Qy Q �C� Y W k p�m X LL LO � N N 1j i N O+Oo 1 +Eb 2i-10 WATEPL LINE PtwoFIL_E �iC-ALE : I " = 3oI HORZ I " = 5' V6P-T. N O In 130 W (D N � e� N N i7 LU N N = In C N C O O Q `n O O X < t` rn cn (n N O \1111,4V -0 c C o C 7 w (!1 0 NIA y t ti N �� o z DATE: 2/5/98 1 SCALE: A5 5F-(®wN DESIGNED BY: AS/JB F I I_E No. &?> - SHEET 3 OF 3 0 EXISTING INTERMEDIATE CONTOUR 33 SCALE 1"=__ I?�' �. o � 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR `" �`�•-•-•-••- -•-� 330 � � � � N County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion �OJ � 00 and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 K�vl i-►Merc Gf .� C: •° co � `Q 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between an of these standards, specifications or Y EXISTING EDGE OF PAVEMENT EX . � �o, � must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P > CIA relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT ,moo Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER EX C&G (-•>:fk��/I�� Cie•. 4� ce ��" T a, a, I c o 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety &Health Administration and VOSH Rules &Regulations. •� ,( �- k� � � � � (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER PROP CBcG x 4. Approval of this Ian does not issuance of an entrance b VDOT when such is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CC-6R � � � r y CM u� •- a� Q � guarantee permit permit p y shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's � (n U) 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 ( or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE ! � a) T .C: with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE °�' � (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP \ C :3 � responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER � _ _ _ �� •{-•� � w co� Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15° RCP � V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. - representative of the developer must be available at all times. EXISTING SANITARY SEWER PROJECT INFORMATION 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VD1OT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER Control Devices (MUTCD). 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. EXISTING ELECTRIC SERVICE STREET ADDRESS 2513 TYSON DRIVE E�- 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE - - - WINCNESTER, VA 22603 Z embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for Z I� any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE - MAGISTERIAL DISTRICT_ CxAINESBORO � 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less inspection. PARCEL IDENTIFICATION NO. 43-((19))-26 (f) I than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE - - - LOT AREA 4.833 AC j 0 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the DISTURBED AREA 0.5 AG W v on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE � Q in accordance with the Virginia Erosion &Sediment Control Handbook, Sec 3.02. FLOW LINE CURRENT ZONING MI N 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained CURRENT USE COMMERCIAL V be minimum 6 diameter and conform to VDOT standard SB-1. through construction. FENCELINE PROPOSED USE COMMERCIAL � 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE --` �-`- w one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during SETBACKS - BUILDING: FRONT: 75' (310' PROP) �- 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to and at the end of construction. EXISTING TELEPHONE POLE SIDE: 25' (85' PROP) � entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or VDOT right-of-way are to have EXISTING WATERLINE W/ TEE �_7 REAR: 25' �255' PROP) W � whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free proposed minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE W- Ti BUILDING HEIGHT: MAXIMUM = 00' (18' PROP) , condition at all times. Q - 14. * Notification shall be even to the appropriate utility company prior to construction of water and/or sanitary g• V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT _, L��a SIGNS: NONE PROPOSEDN � sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that sheets, and connections to existing lines. vicinity until an adequate design can be determined b the engineer and approved b VDOT. y Y EXISTING WATER VALVE OUTDOOR LIGHTING: BUILDINu MOUNTED 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER -------- "------- -----------i =- `---- OUTDOOR STORAGE: NONE PROPOSED 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER w contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall F.A.R. CALCULATIONS PARKING CALCULATIONS prior to construction. The contractor shall inform the engineer of an conflicts arising fro;n his existing LOT AREA = 4.833 AG = 210,525.48 SQ FT REQUIRED: OFFICE = 1 SPACE PER 250 SQ FT utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) - �-� • WAREHOUSE, TRUCK TERMINAL a 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT DENOTES LOCATION OF STD VDOT CG-12 ANDIOR JURISDICTIONAL EX 2 STORY OFFICE = 5,m,am SQ FT TRUCK GARAGE = 1 SPACE PER EMPLOYEE result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to STANDARD KAMP CONSTRUCTION = EX WAREHOUSE TO REMAIN 1,5,a,a SQ FT EX a PROP TRUCK C�ARAC�E = 27,15fd SQ FT EX. OFFICE = 5,,'I�Om SQ FT/250 = 2+a SPACES REQ. final VDOT approval.PARKING DNUMBEOR 12 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE OF TYPICAL PARKING SPACES EX. WAREHOUSE, TRUCK TERMINAL must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development permits. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans TOTAL = 40,250 SQ F7 TO REMAIN = -1 EMPLOYEES = -f SPACES REQ. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION 4,a,25m / 21m,525.48 = ,a.19 �F.A.RJ EXIST11�i:� a PROPOSED TRUCK 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way CsARACrtE = II EMPLOYEES = 11 SPACES REQ. shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING O 20. These identify LANDSCAPING CALCULATIONS TOTAL SPACES REQ. = 38 � �' plans the location of all kno>wn gravesites. Gravesites shown on this plan will be protected � in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. Y• V16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to VEHICLES PER DAY COUNT PROPOSED BUILDING ENTRANCE 100 PAWING PERIMETER = 1 TREE PER 40' TOTAL SPACES PROVIDED = 42 PARKING 112' � � acceptance of work. Unit and total prices may be obscured. PERIMETER = W E- 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering 112 / 40 = 2.8 TREES REQ, � Z at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT EXISTING TREES HANDICAP PARKING = 5 2ro-50 SPACES = 2 HANDICAP SPACES REQ. � ,� Q O "A" be installed by the developer VDOT's discretion, by VDOT 22. Controlled fills shall be compacted to 95% of maximum density as determined by method per standard markings must or, at on an proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN + TOTAL HANDICAP SPACES PROVIDED = 2 � ,4 professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT (1 VAN ACCESSIBLE) �. H � 23. Contractors shall notify lines in the Th,IP GENERA TION DATA SANITARY MANHOLE INDENTIFIER O operators who maintain underground utility area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines O Q CLASS USE PER PERSON N0. EMPLOYEES TRIP RATE VPD in Frederick County appear below. These numbers shall also be to in STORM DRAIN STRUCTURE IDENTIFIER used serve an emergency condition. T H IS 915- 1 l' lON I I-�-- EASEMENT LINE GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY HAP 2 - - - - - - - - - - - - - - - Water/Sewer: Frederick County Sanitation Authority 1-4 m rn rn LD R, LO L 0 u Go co D L TORN AND ASSOCIATES ZONED: Ml USE: TRUCK TERMINAL ;1}1 EX. 20' DRAINAGE ESMT f �- 5 40'2-3'2a" E - 65 roO'— — — — — — — — — — — — — — — — J-7-- — — -- — -- — — — — — — — — — — — — — — — — _. Ii t t _ - f r LX '� � Y : - i �» s r PROP 20' F.C.SA. I 43 - i i 19»- 2 FH EX. PARKINCx s EX �dCRETE FA ? WATER L!"NE E5MT WATER LINE ESMT — — - g" x ,6 " TAP AN 1 f-�T J t X, Fi l I_ Play lt�G•r _ ( I TO AND ,A550 RELOCATED s I ? C aY �Cs A) ZONED- M1 ti USE. OFFICE 4 WAREI LOUSE I RELOCATED N� __4�833-ACRES , ITYP PROF 5A�' I r it f 4 i a: EX. PARTS P G I I 4 STORAGE p 1 V 6' CONC WALK 1 3 +_ EX • I " WATER 5EIz\/IC6 To 5E CONC H/C HANDICAP SIGN 7 ___ KELdA7I5 R� {�EG2U1 REP WHEEL RAMP VAN AaCESSIBLE *s STOPS i 500 SQ FT ' r E T ' PROP FARTS � 6000 SQ, FT. PORTION to l I `• OF EX. BLDCs 70 BE REMOVE EX. 2 STORY EX. WAREHOUSE BLDG 8,000 SQ FT r 25�-1 7NRU @ Q- EX. "259 Q m' € OFFICE FF=-f22.00 PROP NEW PROF 4 BAi' ._ _ _ 51000 SQ. FT. 257 -6 EX = 13,500 SQ. FT. BLDCs WALL TRUCK GARAC-sE �_...__._.._ � I (TOTAL) TO REMAIN = -1,500 SQ. FT. a z ` ; FF = � 18.00 _ EX. TRUCK GARAGE II 2, FF 11800 E PROP FORC - r SEWER LINE 100' OUTDOOR I LIGHTS 1 r w ONc. RE ; E ;^AO (TYP) PROP 20' RC.6A. I� WATER LINE E5M7 ! I • # f Ex a" FORCE 4 .,. ..�»,........ .......�,.. .ate..-_. I } !"!H 2" R- `E�..° SEIaq4R (�P 6" GATE VA l-V E i ._ '�___^.sue.._.—..-V..._.�..:-—.._.•--r.;r.�..._.�^-u_...._...�r.-�._�r__��-� �.•�- ..._... ;:... _.. �. _.— _ IT PROP FIRE HYDRANT N 40`29'28" W --165.60' I I I I 1 I ROLLINS LEASING CORF. ROUNDSALL ASSOCIATES 1ROUND5ALL ASSOCIATES ZONED: M1 ZONED- M1 ZONED: M1 USE: INDUSTRIAL I USE: WAREHOUSES I USE. WAREHOUSES I I I I N O U-) 00 Z N N coo, cm J 0' I I O4 N _ U-) a) a) I c: O c: o �t QLc) U X i` rn (1) U) L L o C D W (n 0 W F-- Q J ^ Q > Q` O 00 0- 0- Q �Q-It.L- <0 O 0 �0>� J H > 0 z> 0 � O CL QOQLL- o Q J L zLLJccnW Q� z Fo < c) ON � L` 0 1-ZA N 00 N .� — o CA < o o 0 Pgo DATE: 2/5/98 1 SCALE: 1 " =30' a 0 .z 0 r- 0 0 L DESIGNED BY: AS/JB FILE N0. &F>It- SHEET 2 OF 3 general backtill general backfill 24" carefully compacted I select backf ill loci backf ill �, •� stone 6- aggregate ; O.D. 6. •r%, STANDAH aggiregato CONCRE E CRADLE general backtill • • --i!024"caretully compacted • r r ` • D. 6. CONCRETE stone aggregate ARCH repave onginal general backfiil 8. carefully _�24- compacted soled backtill •s ; CONCRETEENCASEMENT saw cut to. .: at time of :. . • s 6 i entire trench ..: compacted 21 -A 9 i i 0 9 7 V.D.O.T. u ►REPLACEMENT TRENCH & BEDDING Figure i 5' min. 36" min. 5' min. --steel casing pipe s—carner pipe '--spacers - 5 sets—oricke.t or tunnel liner per pipe length. up en:: (see note) NOTE: separation of carrier pipe from casing pipe shall be by either 1 pressure treated lumber fastened to piping by stainless stee strapping or; vtonufactured steel and/or plastic casing spacers ( 4" width ) SECTION 4-'� f-1 f 1 SIZES REQUIRE Q T 6" - G+Mtk'tER PIPE CASING PIPE WALL 24" DIA. {") Dw (") THICKNESS height can be adjusted to 4 or less. 12 .250 obtain correct percent slope 6 _ _ 16 . ...... .250 TIMBER SKID 8 . _ _. 18 _...... .... .375 10 _.___ 20 .375 12 ......... 24 ...... .375 WATER SERVICE LATERALS a) casing pipe shall be SCH 40 PVC or SDR 14 24 ................. 375 15 .... 24 ................. .375 b) 2" diameter pipe for 3/4" & 1" sevice lin 16 30 500 c) 6" diamenter pipe for 2' service lines 18 ..,... _...... 30 ........ ... .500 d) no spacers or sand fill to be installed 20 .. ...... 36 ... .500 21 ........ _ _ ..... 36 .................. .500 24 _........ ..... 36 ........ ....... .500 (for larger pipe use tunnel liner) HIGHWAY CROSSING Figure 3 AMENDMENT NO. 2 - APRIL 1997 thrust block 6" dia schedule 40 O I 3' steel pipe filled with concrete and painted ( 7 yellow 7 O V-6" O 18"dia concrete -. @O LA D DETAIL :. direction of setting to be approved prior to installation YI as requ"d — concrete pad 1'-6" sq. x 6" deep _1 1 F 2" min 6- max screw type adjustable stone - � i..; __stone to be minimum valve box base of 6" above top of — locator peg Ti •i ?h1 megalues .e i.'-s -•' .yr •. -?.ct. .it t f J • .f` i� \� rf{{ VJr� - mechanical pint \{:' \ • c�• y,• — swivel tee with +d; 6" branch FIRE HYDRANT ASSEMBLY Figure 9 Per ri ssible { 900 Construction Joint Min °Y Line CG-IZ pay line CG 12 Side width dtn ooc Q Var t200 min Mrn or o o Srdewotk space o �_- o 0 RADIAL PLAN A -1 Toper curb height down to 0 at tins point or pay Line continue at fun height �_ t2 where applicable • 16 + 200 mm Bar s 0 0300 min c c minmum WID oVor 9Vor width sidewalk concrete cover 40 own oor Sidewalk SpacePermissible Constructwn JointPo Line CG-12 o 116 200 mm vti0 Bars 0 300 mm c-c TYPICAL ALTERNATE RADIAL PLA14 Minimum concrete cover 40 min FOR USE AT APPLICABLE STREET f For CommercialEntronce CONNECTIONS AND COMMERCIAL (Heavy Truck Traffic Anticipated, see Standard CG-13 sheet 20310 ENTRANCES _ CC-12 Per mrssiblt 900 min Construction, Joint 1800 1800 v. Vor idth Sidewou or not ao B Side n' o > o B m o Space oo ti� e g o -� SPOpt 12 1 MOximum ISOMETRIC VIEW a A-+ TANGENT PLAN Notes Curb romp floor to be class 20 Concrete (30 MPo A precast) w-tt, slip - resistant integral detectable warning surface covering the entire width of the romp floor tromp floor may be precast or cost in place) The detactable 175 mm where St'd CG-3 CC-7 is used warning shall be provided by on exposed aggregate f"sh Romp shalt not 2220 min is the m"mum exceed a mo.imum slope of 12 1. - Srdewotk Area requirement to Flared sides of curb romp to be poured monolithicolly with romp floor or by 0150 (with or without buffer strip) achieve a 12;1 slope using permissible construction joint with required bars St'd. CG-2 2220 — If romp floor is precast, holes must be provided for Bowe, bars so that or CG-6 12 1 Max - adjoining flared sides can be cast M place ofter placement of precast ramp too floor Precast concrete show be class 30- Required bars are to be 416 x 200 mm, placed 300 mm center to center along both sides of the romp floor, mid -depth of romp floor Minimum 175 min wHEN THE ENTRANCE RAD,CANNOT concrete cover 40 nvr. SECTION A'A — ACC0101p0ATE THE TURNING REQUIRiMENTS Curt s .iUbe meckured and o p Y 016 x 200 min Bars 0 OF ANTiCIPATErd HEAVt TPuCkc TRAFFIC r ''ir pond for t the contract unit rites for H drout�c 300 min c c cement concrete siaewatk and Exposed aggregate sidewalk, complete-m-ploce Permissible Curb/curt and gutter slope transitions adjacent to curb romps are included Slope 12 1 Moxmum Construction Joint in payment to curb/curb and putter. Thre item may be When used in conjunclior with Standard CG-3 or CG-7• the curb fact en precast or cost in Platt this Standard is to be adjusted to motch the mountable curb configuration Curb Ramps are to be located as shown on the plans or as directed by the Engineer They are to be provided atintersec6otq wherever on occessoWe r t n out with In r- }- f i r r b e t o w highway 1 K o cure • o SECTION�'B a o ocibt a ass caess •9" x G Y 9 y of whether sidewalk is twisting. proposed or nonieA'sttn2 They may be offset from, pedestrian crosswalks as shown on plans or as directed by the Engineer. Limits of e.posed aggregate sidewalk but should not be located behind vehicle stop lines Existing fight poles. fire Treatment where width of sidewalk or sidewalk hydro ts. drop inlets. etc will, also effect placement space is less than 2220 mm eC Accessible route is de`rned ea is cantnuous unobstructed, stable. firm and Nip resistant path connt:ting d+Cetessibe elements of a facility that can be opwooched, entered and allied by persons with rnotAty wripoirments SPEV'ERE CE CURB RAMP REFERENCE (PERSONS WITH MOBILITY IMPAIRMENTS) I /1 \I fix P t.APLCo I=• f✓1.4C I NA U M IOU -Pro IF I5 L..9SS TIHA14 " iN. THGN THO--L-•oPC •f TH b r L.Alst Z P Sf D d SH/kl►Lt�iOT ,EXG'.CtC? I 12 . GU PLO FX*A M P V iL TA I L &JIL.01W& L-IGHT DETAIL (N•T•�.� W U) LD z Pofz-TIaN o � G E-To 5E W fzEMaV�P W m eL %25 w '� U v 7 Z o �x -�— --- MIIJ. o' - I Teo'' GAS M N j coy/ tl IS" M,AINL "PV.G . WA-fEF?- 715 � y 5 J J �71 o i z Z I- Q Z n •C Z IT - v 0 z W F-D �- w k Il�m x W it y1 Lk� �1 + + N LD + N 4- N O+Oel- 1 +61j 2+-C4C> WATER- LINE Pt-oFil-e �iGAL_ E I " = 30' HOf2Z N O U-) 00 N c} N OO tip N C '— a .� QD c0 � J °' =� 01 I ,I- _ Ln f� a) I C c O O 1- Ln U � X O X � rn to cn s_ >` O O N p C c o C C W to LL C7tK LA y > DATE: 2/5/98 1 SCALE: AS 5>-lowN DESIGNED BY: AS/JB FI LE Nd. &E54- SHEET 3 OF 3