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HomeMy WebLinkAbout09-99 Penske Truck Service Facility - Gainesboro - Backfilern LD m 0 a ro ry 3 C*� 0 a cn NZ Cn C CD a M ry Cu I" U' _. GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP Z EXISTING INTERMEDIATE CONT*Ui�-------_____ 3:3 ---- SCALE 1 "= 2000' 1. Methods and materials used in the construction of the improvements herein shall conform to the current County standards and speecifications and/or current VDOT standards specifications. V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion EXISTING INDEX CONTOUR 330 ���� � construction and PROPOSED CONTOUR 40 l�_, STONEWALL % W and Sediment Control Regulations and an other state, federal, or local regulations Il Y„ 2. Measures to control erosion and siltatifon, including detention ponds serving as silt basins during construction, applicable. In the event conflict between an of these standards, specifications or pp y P EXISTING EDGE OF. PAVEMENT - - - - EX E/P - --- oR must be provided prior to issuance off the site development permit. The approval of these plans in no way P p p p PP p y plans, the most stringent shall govern. PROP E/P 739 _ relieves the developer or his agent of' the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT II II 661 Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER _ ==-----=--= EX r'&CF =----_==_----= �ANTFflRURY �A -JL �� i INDUSTRIAL Z 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 :.` W II ° ___ y --_,, Mc°NFF C\1 (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER u I 9 SPRI G LLEY P RD I_ W 0 to V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R 00 C\ o - _ ___ . 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit isv shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R , ° ''a cat required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's LA Exit 11 62 a I C�2 QO 5. The exact location of all guard rails wvill be determined by VDOT personnel. "A joint inspection will be held Virginia Department Transportation January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE --------------- PROPOSED TELEPHONE LINE T T - church of Jes3 Christ W ! t � + of Latter D y aimsto CD with the Developer, County Representatives, and Representatives of the of i Apple (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 _s EXISTING STORM SEWER EX.. l r Pip _ 15�' R Ridge 9° -- -- - --= Z ., > x CV ►o cat responsible for providing guardrail ancd paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. _,- -- ----= - \- --- - I UJ _ Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15 RCP „^ 9� 37 ° 661 �d � I V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER ---I_II - e`,, W G 6. An approved set of plans and all apphicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. _ 4 p,`n representative of the developer must be available at all times. p p EXISTING SANITARY SEWER --` -- - - - SHEET INDEX 0 a) i Q"" V6. If required by the local VDOT Residency Office, a conference must be PROPOSED SANITARY SEWER E, w 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic preconstruction 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. 8. All unsuitable material shall be remov(ed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE SHEET 1 COVER SHEET embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for SHEET 2 SITE PLAN a) 0 9. All sections on the approved are based on a minimum CBR value of 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE ------- -- -- SHEET 3 PROFILES AND DETAILS `� r. ai pavement plans inspection. SHEET 4 LANDSCAPING AND EROSION ao than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE a a & SEDIMENT CONTROL W 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 on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE 11. All be to the inlet. The in accordance with the Virginia Erosion &Sediment Control Handbook, Sec 3.02. FLOW LINE .._ �' ...� _.. _ ., .� ... _ ... _,.. � PROJECT INFORMATION springs shall capped and piped nearest storm sewer manholes or curb pipe shall Furthermore, access to other properties affected by this project shall be maintained be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE`- ----------.,__.__ 12. Construction debris shall be containeriized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE PARCEL IDENTIFICATION N0. 43-19-50 STREET ADDRESS: LENOIR DRIVE 0 one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. EXISTING TELEPHONE POLE () TOTAL AREA: 5.4455 ACRES 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to PROJECT AREA: 5 ACRES A 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 EXISTING WATERLINE W/ TEE-- -- ~, DISTURBED AREA: 5 ACRES a to whatever measures are necessary to iinsure 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 w ' w ' T CURRENT ZONING: M-1 condition at all times. CURRENT USE: CORNFIELD z s~ 14. Notification shall be given to the apipropriate utility company prior to construction of water and/or sanitary Vll. Any unusual subsurface conditions encountered during the course of construction shall . be PROPOSED FIRE HYDRANT PROPOSED ZONING: M-1 PROPOSED USE: TRUCK RENTAL � F; 0 p, 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 W W sheets, and connections to existing limes. vicinity until an ,adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE MAXIMUM PERMITTED MAXIMUM PROPOSED < rn 15. All sanitary sewers and water mains a.nd 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 BUILDING HEIGHT: 60' 22' v 14 standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the g P g PROPOSED REDUCER REQUIRED PROVIDED a� � •� contractors responsibility to verify th.e 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 -� BUILDING SETBACKS: RTE F-732 FRONT: 75 FRONT: 127.1 prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN RTE 862 FRONT: 75 FRONT: 150.1 b utility verification and the proposed cconstruction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width VEHICLES PER DAY COUNT 100 SIDE: 25 SIDE: 129.8 0 M a p• of any dedicated street right-of-way. At the direction of VDOT Inspector density tests (CENTURY GRAPHICS) REAR: 25' REAR: 432.8' 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT PROPOSED STREET NAME SIGN + p; p, 04 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 PROPOSED SANITARY LATERAL CLEANOUT REQUIRED PROVIDED rn rn final VDOT approval. PARKING SETBACKS: RTE F-732 FRONT: 25' FRONT: 25.5' _ w � � rn 0) 18. When grading is proposed within easements of utilities, letters of permission from all involved companies RTE 862 FRONT: 25' FRONT: 29.5' E~ must be provided to Frederick County Public Works Department prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans SANITARY MANHOLE IDENTIFIER 12 SIDE: 5' SIDE: 9.4' A development permits. and further where determined necessary by VDOT Inspector. (CENTURY GRAPHICS) REAR: 5' REAR: 198.2' co � to 19. The developer will be responsible for the relocation of any utilities which is required as a result of his STORM DRAIN STRUCTURE IDENTIFIER 6 O project. The relocation should be dome prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. F.A.R. CAI11TTLATIONS PARKING CALCULATIONS `' 20. These plans identify the location of alll known gravesites. Gravesites shown on this plan will b;= protected EASEMENT LINE =' 1 space employee in accordance with state law. In the' event ravesites are discovered during construction, the owner and g g V16. If required by the local VDOT Residency Office, copies of all invoices for material.. within CENTERLINE per 8000sf 5.445ac = 0.03 p P / 6 employees 6 spaces engineer must be notified immediatelly. any dedicated street right-of-way must be provided to the VDOT Inspector prior to 12.�) yields acceptance of work. Unit and total prices may be obscured. EXISTING SPOT ELEVATION 6 employee parking spaces provided 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering 3 customer parking spaces provided 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 PROPOSED SPOT ELEVATION + 7151 (1 ADA compliant space) 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING TREE DRIP LINE proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. 87 Truck Rental Spaces Provided professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. VI 8. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. 23. Contractors shall notify operators who maintain underground utility lines in the 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 ALL UTILITIES INSTALLED ON THE SITE a in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. MUST BE PLACED UNDERGROUND W 'S1Tr_' PLAN UTILITY CONTACTS FIRE MARSHALL S NOTEE_ OPEN SPACE W W > E- Q Z '-' Water Sewer: Frederick Count Sanitation Authority / Y Y Fire lane markings and signage: �Q P.O. Box 1.877 Any "No Parking" signs and yellow painted curb locations will be installed 25% Minimum UJ _40% Winchester, VA. 22604 by field inspection at the direction of the Fire Marshall's Office. Provided O � O U (540) 868-1061 SITE PLAN APPROVAL ENVIRONMENTAL FEATURES � Phone: Bell -Atlantic P.O. Box 1.7398 �� . PERCENT FEATURE DISTURBED W O W U1 Q� FLOODPLAINS 0 LIGHTING REGULATIONS Z W Baltimore, MD 21297 954-6282 ALL LIGHTING MUST BE SHIELDED TO U W (301) LAKES & PONDS 0 Q ZONING ADMINISTRATOR SIGNATURE DATE WETLANDS >1AC 0 PREVENT GLARE ON AREAS OUTSIDE U) W Power: Allegheny Power MISS UTILITY 1-800-257-7777 SINKHOLES 0 OF THIS PARCEL. P.O. Box 11458 THIS SITE PLAN IS VALID FOR FIVE YEARS FROM THE DATE NATURAL S.W. 0 � Hagerstown, MD 21741 co 1-800-65�-3317 OF APPROVAL. DETENTION AREAS STEEP SLOPES 0 SIGN DATA E- Gas: Shenandoaih Gas Co. >15% MAXIMUM PERMITTED HEIGHT = 60' P.O. Box 2400 WOODLANDS 0 MAXIMUM PERMITTED AREA = 100sf W Winchester, VA 22604 MI U OE (540) 869-1111 FOR FREESTANDING SIGNR= 10 FEET F(CSA CONSTRUCTION NOTES TRIP GENERATION DATA COVER SHEET Z 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL fLU ADDITIONALLY MEET ALL REQUIREMEINTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. O L MARK D. SMITH Project Name: Project Number: 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE Truck Rental Business N0. 022837 PENSKE �y �� UC SE� �T��� �� / 2237 AUTHORITY'S INSPECTOR. q- `� U' iJ Q 103 spaces total �5,-L, Magisterial District: Date of Plan: (Month, Day, Year) 4. THE SANITATION AUTHORITY MAINTENfANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER 101 x 20 = 2020 ADT's SS-toNAL � METERS. BEFORE A PERMANENT MEUER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF Pavement Thickness Required = 15.5" Gainesboro District 2/23/99 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. Owner: Address Including Zip Code &Telephone No. PROFESSIONAL SEAL & SIGNATURE 13224 Fountainhead Plaza 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP THE TERMINATION Ghattas Enterprises & Mau ans Ave LP Hagerstown, MD 21742 AND POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH (301) 797-3120 DATE: 2/23/99 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code &Telephone No. DESIGNED BY: GRO AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. IN THESE PLANS SHALL BE APPROVED BY 473 North Potomac Street Excel Construction Company Hagerstown, MD 21741-1114 CHECKED BY: 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THE ZONING ADMINISTRATOR PRIOR TO (301) 797-7060 8. A DOUBLE CHECK VALVE BACKFLOW ]PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR Engineer Certifying Plan: Address, Including Zip Code & Telephone No. DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Windy Hill Lane JOB N0. 2237 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 4 43-19-30 ALLEN R. KNOTTS, JIR DB 681, PG 614 ZONED : M-1 USE : INDUSTRIAL. Fx 43"x27" ACMIP's -- Inv in = 707.'l' Inv oul, 706.1' 80' @ .1.25% Ex SSMH Top = 711.55' Inv in = 700.1 ' Inv out - E599.9' 1 1 1 I I I I l I I 18 DELTA 890156'08" — RADIUS 4, 0.00' ARC 62..79' TANGENT :39.96' CHORD S 85031'23" W - 56.54' I ` I I 43-19-48 I; LENOIR CITY COMPANY OF VA ' I I I I I \ DB �li 888, PG 1377 ( ZONED M-1 Z_ USE INDUSTRIAL I `� ` Ex le)" RCP i 1 --_ ---- -- - ! r Inv in = 704. 3' / Sight Distance Inv out = 703.8' 62' @ 0.8% Sign \ `\ t '. Telephone\Ped- \ Power Pole - - - -r - - - - - - �— - - - - S 40033'20" E 459.99' - rj - / Existin 8 Waterline I� co I % Ex 24"CAMP's �� •� I I t °° I E" Imo' "C 1 i I Q � I co O Q I j o� z� 1 i 4 O ;oI — 1 43-19-13 I I ! zj i GARY D. I VANSICKLER DB 524, PG 24 ZONED : M-1 USE INDUSTRIAL % { I t I I I x Ii * VDOT FIELD INSPECTOR WILL DETERMINE THE NEED OR PLACEMENT OF CG-12 WHEELCHAIR RAMPS IN THE CG--11 ENTRANCES. + U O cd O LO Q O I',?k:. G W/I., I`,x SSHI-1 Prop Sign No :Right Turning Trucks LO 02 V2,11l I I I I _ W I w 'f '� w 8"x8"Tap by FCSA ' , Sign _ - '� „ I 70' -11u sic Yl vr. i cauiva Lv k11c a cfiauuiig 43-19-22 AUSTIN J. KING DB 639, PG 10 ZONED : M-1 USE : INDUSTRIAL 43-19-17 POLY PROCESSING COMPANY, INC DB 609, PG 864 ZONED : M-1 USE : INDUSTRIAL I s P�� \\, Ex SSMH 1 , _ ' � FP \' __-_[x�1�t - 702.3' aq MW ------------- -_ 62(E — e� UTILITY ESTMT X 25' PARKING SETBACK ` --- 1 ` ` - '� �`�" `� - N•_ I i , \ I g � \ Li hts 't 0 H n 10'R _ ®' ' 1 `p ` \\ ~J�"J 5'R A�.. ' '! Prop ' I ism t �Gg 75' BUILDING SETBACK -• oa i M € Proposed 6' tall chain- link security fence with '706"` `_J ! I '� ! �1� > ed wire �ot'� CY•,63' Trai er on top. The owner will ► i I I I I I I 1 have final approval of t I ! I \ /A e designs or a swing &.7 0 railer and sliding gates. ,e THIS AREA CAN NOT I INTO A PARKING LOT WIT14OUT • PRIOR APPROVAL FROM TfIEIi� I Uj PLANNING DEPARTMENT A D I I I A REDESIGN OF THE ATER MANAGEMENT AREA. f (� it w � CD >� • W � � I� �IW I ± I +� tI� rn b EyCAJ i In 22 a �22 wo' 1 c-a ,12,000 gallon Gas and z a o .iI `,I '.. 20,000 gallon Diesel undergro Lind tanks o i �► �� 8' o, FUTURE PARKING AREA 1-4 FOR PENSKE TRUCK-- I iI s RENTALS II I .� -- Proposed Drainage'Tase — — _ I :I 1 <► � ITI i I I! I �(! I \\ x�7b2.9' 9 W Proposed 1cd Stormwater 1 tl x ' Q Management d Area of d 8'R 10'R R! I I I f It 7 -300OW ( �� A~ Prop 15" bMP 7Light I Cover Min. f G �& ACK Inv in =. -702.00' 20'xl6' Concr e 1 i I I► I i • Inv in'= 701.95 ! I $ Dum clos P d �o `,` I I . O d I II i — % �. I ft W - 660.00' - _-----_--_-__---- ---- _ f , xE & UTI�IfY-�1�' "" _-----_--_-_ x x x - `ib is "' �c' __ __ _ `fir x x x ` - x �I CHAINLINK FENCE l � 2-30OW-- —POLE MOUNTED LIGHTS 2 EACH AT 200 WATTS 30' TALL S 43-19-36 CENTURY GRAPHICS CORP DB 709, PG 64 ZONED : M-1 USE : INDUSTRIAL C'3 Z W W Z C'3 Z WC\2 O co ,n 00 C\2 -t COLO LO Z �> x I LON W Q� W r LO ,f 1-4� N Hw rn co sue. a� o Q) 41 x rc7 co C ax W e E_ V) EE-4 cc Z Q a� W o O � E--' U WQr11 cc � I E_ O W z W L DATE: 2/23/99 SCALE: 1" = 30' DESIGNED BY: Oates JOB N0, 2237 SHEET 2 OF 4 Ql (T rn m �o V cr7 co CU C_ r0 C cn 1T 3 i CD CL Cf� CL) Ln C CD d I CT7 C\J CZI U) Lv CD D e / orehAly compacted bad Il :sl_•1 •s :� :1 h v'q •.y,h,. .� 11 . . . . . . . . . . . j �I :r I• al is 1/ I -II' II II 11 II=III s s s� �.� s e :� s s„s,s,:�..­ 11=11=11 II II- - r11 I♦ ,rir.---- - fir! tir.�i z�r•�GK' �� .r:r. Illllllllr�r�r.�ra :rj r•1 .'..•. .'.r..'..'..'..'......'e.'e. • •....{..r•� gyp, .t•.;'•.•••. ..-re,• �•...... •Fe�j�j ► t��;�T• -•:w1 i'j; "•�'�1'i7'i-1 ��'ii):�1 �1cei:�1'�1 .1... H • 710 700 695 .Ih�lll= Ili�lll,NO 'III II!I11 1111!111Mg1' �y a71F y TEE WYE, OR PLUG TYPICAL SECTION In /•u of wood (orrals9 eve offing may be �p�d sill ysndes nand waawtlan roadway boxes oo�ea�l�e and fM cax..�e pound m aanpleby sunorxM b' - 12' mkr. nr to' and wa pqe 2" type K copper the MOrq age "gated urdetr.6er1 exi IM beainq dnandorr b• - l6• mh for 17• 11- 2(1• pjoe agaire mrdsM6ad sal •hai rand' air shown• see dtwt below for A d c drrlerwom. tubing (no joints from main to CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Y.kr.e curb stop) Ford FC HH 77 HC-158 custom setter meter by FCSA) standard flat top for 4' diameter manhole 3' riser section for 4' diameter manhole with cutouts �[ �ill� (l r ) r1a,�- ";�,r f,,,,��.r� V Y"I omm�m�m®mlocir �nc,•�rocrmrrrii�,+mr��r 11 1/4' THRU 90' BENDS6. I r 1 , " ewe. a i a er erwr•�Mxr 1. Access door shall be by Halliday Products M or our approved equal: 4 T FMW W AM-= NIL AXIS. B02Q2 a) in non -traffic area -model no. S1R3030 12's LESS b 2 3G' - b) in traffic area - model no. H1R2424 2. Water service crossing street shall be encased °q .; in 6" dio. SCH40 PVC or SDR21 piping. The 4 ,"^" CUTOUT DETAIL piping shall run from one foot beyond sidewalk, FMW VERTICAL BENDS tT SIZE- - typical across the street, to one foot beyond sidewalk. w seeks Ir - - 1.1 2.3 1a' - - 11 37 HIM R= FOR 1fRfIa1L li' - IS 2d 3,5 IF Faits stwL BE U stir f4 aft 17 Jut7e 1 1 /2" and 2" METER INSTALLATION AS FOR /�ONpL �M 1tY aft2J 3I - fe 1.4 M eJ - Figure 6 AMENDMENT NO. 2 - APRIL 1997 GATE VALVE 20' 22 4.5 78 - CONCRETE THRUST BLOCK AMENDMENT NO. 3 - OCTOBER 1998 Figure 8 Figure 2 SILT FENCE CULVERT INLET � j PROTECTION @---.-.. Nip n Sampling C/00 Port C/o Inv=703.94 PVC ®2% I=705.3' 1,000 gallon Oil/ Water Seperator Inv-705.2 Inv=704.3' Inv=705.6' @Bldg ®Bldg Oil/Water Seperator Detail Not to Scale N U Install 12" of Match grade) 21-B behind curb CG-6 Existin See Entrance 12' g Pavement Section Taper Lane � Below o VDOT Field Inspector +o � to will approve CG-11 entrance before constructic n Half Typical Section of Entrance Not to Scale ..• 4'' CONCRETE .. 0 3©0 psi W/ FIBER , 4"' 21-B BASE S70NE SIDEWALK SECTION r I. �T�I 1� • I• �.-. ; Sy..I'/, ,Ye,. 1t(•r 'T''ri''+'I�i' yyr �f!"'1 . (for w1Aee 12' and lager) FIRE HYDRANT ASSEMBLY Figure 9 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SLR' THE STAKES- 2. EXCAVATE A 4"X 4• TRENCH UPSLOPE AIDNG THE LINE OF SPARES. .•MAX / _ ) FLOW r / 4' S. STAPLE 2TLTER MATERIIAL 4. BACKraL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL IT INTO THE TRENCH. - mgrANCE B e" M I UM E"T 1F FttN /i• l DI TOWARD FN9Wa Flaw r � FIAT OPTIONAL STONE COMBINATION _ = I STiE;Ef FIAII INSTALLATION I t•q• t,y. (PERSPEC M VEM A i Flow 24! 'ggay Ai, /�s7. /4 #58 OR #57 COARSE AGNEgglE CLAtis I IaPsiv POINTS A SHOUID BE HIGHERI THAN POINT B. TD MACE SLT FENCE N ' HORSESHOE ' WHEN HIGH VELOCITY OF FLOW Is EXPEc1m DRAINAGEIIAY INSTALTATION (FRONT ELEVATION) 9fpfp.E ld9w tram IIdlAeiim d Ste and Patric 2Dter BMaisl 11r Bemmmt 911"1'A 1111111117 I = SOURCC ADAPTED tram YDOT Sodded Shah and Va. DSNC PLATE. 3.08-1 J Serried alid Vpd BROOM FINISH 4" IM-1A Prime Coat 8" 21-B BASE STONE PAVEMENT SECTION (BASED ON CBR-6) (2)-48' 43"x27" Aq[P ® 0.5% Ditch (2) 90' 42"x27" x R P ®-0.5% - - -�--- - - - 1.x Ditch _ - a a o a o a• a td a U Ad ECl2 a '� Cot 04 o od v3 di Q "ti 1:1, _4 2 .--1 i\2 e� L, '?i CVi F, C\2 i., x M are,, co.� ", I c0 C13 . t I "? GO r I w to w II w III a, 2 11 w 4. +-s R, III w41 O (D "t7N � a'dN p0 't1N O �'•r O �Ot + P. O C o�•x p + 0 0OI 0 1 +00 2+00 Proposed Culvert Horiz 1 "=50' Vert 1 "=5' 3+00 8" CONCRETE 4 .. 3000 psi . 1. `� :y • WITH MESH 4" 21-B BASE STONE DUMPSTER PAD AND DOLLY PAD SECTION 2" SM-12.5A (SM-2A) .-.T;_ k. .. ii 3 B - - M 25.0 BM 2 8" 21-B BASE STONE ALTERNATE PAVEMENT SECTION (BASED ON CBR-6) 710 705 700 695 Maintain 3' of cover min. 8"PVC SDR-21 V2 ILi CD k• a) d a (d U O ' N L71 70 4 Z GOto cal D4 w G1 N F U�-' + 01 0 a O00 1 + COV2 ;� + IU + toO + + rrh e O CO O O O .r d C%2 0 1 +00 Proposed Waterline Horiz 1 "=50' Vert 1 "=5' llleolsar" joint al" tea wil 6' branch GRAVITY SEWER SERVICE LATERAL Figure 15 TEMPORARY SEDIMENT TRAP 1' VARWBIE VARVBLE• CLOTH ORIGINAL �� GROVND `PETER ELEV. \ SEE PLATE 3.13-1 COARSE AGGREGATE- CLASS I RIPRAP CROSS SECTION OF ' OUTLET CLASS I RIPRAP LENGTH IN FEET) - % DRAIN4GE AREA (IN AC.) � C /ONERSION DIKE �- COARSE AGGREG4TE EXCAVATED / FILTER CLOTH A T1EA ..COARSE AGGREGATE SHALL BE VDOT 13. 1357 OR /5 OUTLET (PERSPECTIVE VIEW) dear withhr}brave plug «soap R havdkrgq4on Prnelfa Mudd PA4SV-C4( t4 )� Parts. Model PAOSV-CSK (r) finished wed. „ •guar• cona•b skid pad 2O'x 20Yx 12- deep I I aggregate, base ( depth r ) d•anau pipe -welt 21 m vela 45• bend 5' stone bedding NOTE : Iwrsr• Isrloth or 4V laud to exceeds 73• dsonou ..wavy "hell I» frel.hed at the Property fin. SEWER CLEANOUT Figure 17 PIPE OUTLET CONDITIONS A A ------------ - --` PIPE OUTLET TO FIAT AREA WITH NO DEFINED CHANNEL PLAN VIEW I~ L 5 ' d II- SECTION A -A FILTER CLOTH KEY IN 9•-9-: RECOMMENDED FOR ENTIRE PERIMETER A A 3do (MIN.) --------------- dIo i 4� 1 PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW L a d SECTION A -A FILTER CLOTH KEY IN 6-6; RECOMMENDED FOR ENTIRE PERIMETER NOTES, I. APRON LINING MAYBE RIPRAP. GROUTED RIPRAP. GABION BASKET, OR CONCRETE. 2, Le IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 1.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES, This area may be concale, al the oplian of Ana conlratla This curb is to be used when design speed Is 40 MPH or less on Rural highways Deal 45 MPH or less in developed urban a suburban areas. J �_TM t may of the curb and � puller may he co parallel to the slopspe uclsd o/ sub surface courses provided a minimum depth of 7" is mainloined. Note: Comb, curb, a gutter Mveg a radius of 300'a W. (oli face of cub) shall be paid for as radial combinolion curb 8 .H., This item may be precast or cast in place. Concrals to be Class A3 it cost In place, 4000 PSI II precast. COMBINATION 6" CURB BI GUTTER CG-12 J y Toper curb heigM down B 3'-0" ----------------- to 0 al thi9 Oird Or p - continue d lull height oc Z1^ --------- where applicable. o Vor. 3' Min. Var wI Sid dth .walk o Vor, 4' 'W Min. Vor. width Sidewalk M Sidewalk Space o0 0�o o �• or Sidewalk Space s N 10 /6 Z° TYPICAL. ALTERNATE RADIAL PLAN RADIAL PLAN FOR USE AT APPLICABLE STREET Yr CONNECTIONS AND COMMERCIAL Far Commercial Entrance (Heavvyy TruuckckTraffic Ardicipoted) A ENTRANCES. see Standard CG-13 sheet 203.10 E- 3. -61-0111, B Var. idth '- B dot' ,o S dewalk or G o b o o t - -, Sidewalk Space 6" I o , > A E TANGENT PLAN Slope 12:1 Maximum 6'0" ISOMETRIC ® 7" where St'd. CG-3 CG-7 is used. VIEW Sidewalk Area 7'-4" is the minimum requirement to 06„ (with or without buffer strip) achieve a 12:1 slope NOTES St'd. CG-2 -- -- 7'-4" -I Curb romp to be class A-3 Concrete with exposed aggregate finish. or CG-6 Ramp shall not exceed o maximum slope of 12:1. 8.33x Mox. - - - ' 4 Curb romps are' to be located as shown on the plans or as directed by the Engineer. They are to be Provided al intersections wherever on occessible route 00 within the r ght-cf-way d a highway facility crosses a curb regardless of whether sidewalk is existing, proposed or nonexistent. SECTION A -A They may bt olfsel Irom pedestrian crosswalks as shown on plans or as This item may be directed by the Engineer, but should not be located behind vehicle stop lines. precast Or Cast in place. Existing light poles, fire hydrants. drop inlets, etc. will also offecl placement. Curb romps will be measured and paid for at the contract unit prices for Exposed aggregate sidewalk, complete -in -place. Slope 12:1 Maximum Curb/curb and gutter slope transitions adjacent to curb ramps are included in payment for curb/curb and gutter. 8„ g t-9-.�:a.o:o .o. >`F/rR'.-� When used in conjunction with Standard CG-3 or CG-7, the curb lace on this Standard is to be adjusted to match the mountable curb configuration. T Treatment where width of sidewalk or sidewalk space is less than 7'-4" SECTION B-B 00 Accessible route is defined as a continuous unobstructed, stable, firm and Limits Exposed slip resi"tant path connecting oil accessible elements of a facility that can of aggregate sidewalk be approached, entered and used by persons with mobility impairments. CURB RAMP SPECIFICATION REFERENCE (PERSONS WITH MOBILITY IMPAIRMENTS) 502 20309 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 W CD Z W oCD L� 00 C\2 It I co ­4 c°LO M I Zx LoC\2 EW-11 W >4 y I BENDING DIAGRAM LU ):I can)O � Pin Di U 0 rlrnyr ­1 BL 25., Bare B Ws 4'.J'Goly Plate �- _ Standard EW-11 to be installed so the grate configuration A Var --- A is always perpendicular to the edge of shoulder. w rA rn �_4 I••; O ° 2TYPIcaI W 't1 rO) .,M.I 2"Typical QD •�+ W 4'xf'Goly Plate W - - - - - NOTES PLAN VIEW All cast in place concrete to be Class A3. For precast use 4.000 PSI min. B Reinforcing steel to Mae a minimum I cover. Fa tobulotion of dimensions and quantities see Sheet 3 of 3. x Headwall to be beveled in all areas except where a conflict with I This item may be precast m cost in place. j...t © 8"for 12"to 36" A Pipes invert or wingwalls occur. 12"for42"1o60"A Pipes Bevel edge is required on the headwall at the inlet end of the All pipe for grate, structural tubing, and related hardware to be galvanized. 111 Slope as specifiedm culvert (where the flow enters the culvert 1. For tabulation of dimensions and quantities see Sheet 3 of 3. typical section. Headwall at the outlet end of the culvert may be either square Standard EW-11 to be installed so the rate configuration 9V is alwe s edge or bevel edge. ® perpendicular to the edge of shoulder. •0 or a= 1.25" ± / foot diameter , 12" b-1'/foot diameter r�•1 r L a„ See Detail "B° m 8" 8"® 0 For center support 1 She*t 2of3 or W 12-I See detail sheet L3 Slo 112 - - ears B size 15' V) 2 of 3 A spacing 8"c-c Bottum of structure to L5 Grata 4 Bart all other reinforcing be on same grade as bore ae size 14 U pipe spocede8''c<. W II .. Shape to be beveled Flaw H hole �T.I _+ lA with matter. -� weep lFr s°gluuedtyp I' 2, 0„ Center - °----- -- -a e ���- Backfillo a .� •: •One 2 0 .:•. ,.i.(•... Do not bevel invert I Porous 100 bs./cu.ft. 178 4% creep hole to be provided at end of porous backfdl leach side L------_----____ or 18 Aggregafe. .I_ Detail A F Length of Porous Sockhll, Not for GRATE REMOVED Hardware Cloth y ee r Sheet 2of 3 Lengths Less than 12 SECTION'B-8 Ar Weep hole with 12"x 12" plastic hardware ry Joint may be keyed, doweled,or SECTION A -A cloth}" mesh or galvanized steel wee,mrn epoxy grouted. was did 003 Inch number 4 mesh hardware Sheet I at 3 anchored firmly th ofstructure PIPE ENDWALL WITH LOA -aCARRYINGedGRATE SPECIFICATION REFERENCE W 60"105 FOR 12'I- 60PIPES 04 241 Q 101.26 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 co -11 LW A �E Structural tubing to be extended to within )L 5/B" X 6 3/4" Hex Head Boll 2" of outside face d sidewolls. with F,M washers h Self Locking nuts F.r-I ��•r 12" Clear Variable 1•+��-+4I 1,, \\\ 3/4" Holes ,�--r L� V �5., r2., o 3/8" Steel Plate TI, - Q O _ 4 1/2" ( Z 4 1pipe 0.//e . 0. - 1/4" We pld eoch side 2 1/4" ry-r O _________________________________ -- � _ _ _ _ _ 8" X 4" X 1/4" Structural Tubing ------------ - - - - -- O J 2, 1 /2" X 4" Stud Shear Connectors A 6„ CENTER SUPPORT SECTION A -A (Elevation) Hook Bolts 112" X 6" X (1 1/2" with flat washer k N Ioekln se g nut Hook BOILS 112" X 6" X (1 112" Right angle bend) holes to be provided in plate, can with flat washer k sell locking nut. 5/8" between pipes and side walls. - holes to be provided in plate. centered between pipes and side walls. 4" 4" 0. D. Pipe - -_ W X 4" X 1/2" 81• or Get, plot. 12" a ' o: " or 12" DETAIL B SPEOfIuiK1N REFERENCE 1os 233 I 3oz ' EW-11 PIPE GRATE TYPE - 3 i/2" O.D. TYPE II = 4" O.D. TYPE III = 4 1/2" O.D. Length of grate to be determined by L2 X No. of Pipes Req'd. DIMENSIONS FOR BEVEL ON HEADWALL PIPE 1. D. ° It 1r ly-2' 0'-11/a' 15' or 18' 0'-2 112' 0'-1 1/2' 21" or 24' 0'-31 0'-2" 27" or 30" 01-4' 0'-2 1/2' 33' or 36' 0'd 1/2-1 0'-3' 42' 0'-51/2' (Y-31/2' 48' 01-W O'A' 54" 0'-7' 0'-4 112' 2 - 5/8" X 6 3/4" Hex Head Botts zngle bend) wilockth Fglal washers & See innuts. 3/8" Steel Plate 0. D. Pipe O. D. Pipe _ X 4" X -G-/- td n S lruurol Tubing n a _ Ia L D�TAIL A TIL TIF Nokhe9 for pipe to be formed in concrete so that 1pipe will fit snug but can be removed. PIPE ENDWALL WITH LOAD -CARRYING GRATE FOR 12" - 60" PIPES VIRGINIA DEPARTMENT OF TRANSPORTATION a .o •8" or 12" CENTER SUPPORT 4 : 1 SLOPE PIPE SIZE H L W PIPE GRATE Pi a 0. D. P o Pipes Re 'd L2 L3 L4 L5 12" 11- 10" 7'-a" 2'-0" 3 112' 1 8'-6 3/4" NO CENTER SUPPORT REO'D. 15"or18" 2'-4 1/2" 9'-6" 2'-0" 3 1/2' 1 1 10'-9 1/2" 21"or24" 2'-11" 11' 8" 3'-0" 4" 2 13'-0 1/4" 27"or30" 3'-5 112" 13'-10" 3'-0" 4" 2 15'-3" C-0" 16'-0" 4'-0" 4 1/2" 3 17•-6"4' 15 1/2" 18•-2" 4'-0" 4 1/2" 3 19'-8 3/4"5'-1" N.r..3 20'-4" 5'-O" 4 1/2" 3 22'-2 5/8" 10'-5 1/4" 11'-10 1/2" 10'-4 1/4" 5'-7 1/2" 22'-6" 6'-0'4 112' 4 24?- 1/2"12'-8 1/8"11'-10 1/2" 12'-7 1/8" 6'-2" 24'-8" 6'-0" 4 1/2" 4 26'-8 1/2" 14•-it" t1'-10 112" 14'-10" 6 : 1 LOPE PIPE SIZE H L W PIPE GRATE Pipe 0. D. Re �d.s L2 13 L4 L5 12" V-10" ll'-O" 2'-0" 3 1/2" 1 12'-1 3/4" NO CENTER SUPPORT REO'D. 15"or18" 2'-4 1/2" 14'-3" 2'-0" 4" 1 15'-5 1/4" 21"or24" 2'-11" 17•-6" 3'-0" 4. 112" 2 18'-9" 27"or30" 3'-5 I/2" 20'-9" 3'-0" a 1/2" 2 22'-0" 4'-8 1/8" 17'-4 1/2" 4'-7 112" 33"or36" 4•-0" 24'-0" 4'-0" 4 1/2" 3 25'-3 3/8" 7'-11 5/8" 17'-4 1/2" 7'-11" 42" 4'-6" 27'-3" 4'-0' 4 1/2" 3 28'-11" IV-7 1/4" 1T-4 112' 11'-6 112" 48" 5'-1" 30'-6" 5'-0" 4 1/2" 3 32'-2.. 14'-10 3/4" I7'-4 1/2" 14'-10 1/8" 54" 5'-7 1/2" 33'-9" 6'-0" 4 1/2" 4 35'-6" 18'-2 i/4" 1T-4 1/2" 18'-i 1/2" 60" 6'-2" 37•_O" 6'-0" 4 1/2" 4 38'-9 1/2.• 3 1 SLOPE PIPE SIZE H L W PIPE GRATE PIPE O.D. No. Ipes Re 'de, L2 0 w 12" 11-10" 51-6" 2'-0" 3 1/2" I 0 6'--9 I/2" � 15"or18" 2'-4 1/2' 7'-1 1/2" 2'-0" 3 112' 1 8'-6 1/4'• a 21"or24" 2'-11" 8'-9" 3'-C" 3 1/2" 2 '0'-2 3/4" o. 27"or3O" 3'-5 1/2' 10'-4 1/2" 3'-0.'3 1/2" 2 11'-11 1/4" u' 33"or36" 4'-0" 12'-0" 4'-0" 4" 3 13'-7 3/4" "' 42" 4'-6 112" 13'-7 112" 4'-0" 4" 3 15'-4 114" 48" 5'-1" 15'-3" 5'-0"a 1/2" 3 tT-0 I/2" o 54" 5'-7 112' 16'-10 1/2" 6'-0"4 1/2" 4 118'-9 60" 6'-2'• 18'-6" 6'-0" 4 1/2" 4 20'-6" W H� N I- Sheet 2 of 3 U) IrX f Q 101.21 N �11 W O O N (Dre 1.4_ W � 7) r He Fj�-I �.J n F�-•1 cc rC•���2 IO IMM E-1 W 0 H W APPROXIMATE QUANTITIES PIPE SIZE 31 PIPE SIZE 4 : 1 PIPE SIZE 61 CNCRETE U. YDS. EBS REINF. STEEL CONCRETE CU. YDS. LBS. REINF. STEEL CONCRETE cu. YDS. LBS. REINF. STEEL CONS. PIPE_ C. M. PIPE CONC. PIPE C. M. PIPE CONC. PIPE C. M, PIPE 12" .95 .97 240 12" IA7 1.18 308 12" 1.64 1 66 443 15"or18" 1.27 1.29 328 15"ar18" 1.59 1.61 425 15"orl8" 2.28 2.31 618 21"or24" 2.30 2.35 483 21 "or 24" 2.44 2.49 6213 21"or24" 3.55 3.59 917 27"or30" 2.38 2.44 606 27"or30" 3.01 3.01 788 27"or30" 4.35 4,41 1157 33"or36" 3.28 3.38 809 33"or36" 4.20 4.29 1059 33"or36" 6.01 6.09 1556 7 6.46 1050 42" 8,05 a.22 1368 42" 11.59 11.76 1997 48" 8.07 8.29 1327 48" 10.29 10.50 1647 48" 14.84 15.04 2514 54" 10. 2 10.29 1612 54" 12.80 13.06 2105 54" 16.47 18.73 3094 60" 11. La 1 L50 1826 60" 14.36 14.68 2391 60" 20.82 21.14 3517 PIPE ENDWALL WITH LOADII-CARRYING GRATE FOR 1211 - 60" PIPES 101.28 VIRGINIA DEPARTMENT OF TRANSPORTATION DATE: 2/23/99 SCALE: 1" = 30' DESIGNED BY: Oates Sheet 3 d 3 SPECFII PON JOB NO. 2237 REFERENCE 105 30? SHEET 3 OF 4 i� 16 r'I.ATE9 -TO KELE IV E G' NO_:�Tk__I3IF1GErj' G' x L" G E PA r- r4-4T9 WITH '51W9014 Lo • N Doc.G rrTL: coLUMN DASE ..- - sICA DE ic ALL MATEpx(AL_ 7-v 13 E TF-P-AT E (� I- U t..f E3 E Ft- Ol Ql 0 cy-) 0 a �D Mw 0 a) 3 m 0 a cn U) CD R CU i a� 0 �C;NI7�E]tIEK4_TD-BE�FiaP 37VELDl;D I � I I i� LJITH_I1:a1TE5_$E.H.IEiII(F.L�-1�JNT5 )wxG" ICOUGH SAWN G6DAr- rLAN K5INS _ rz a',K A/4-P X V'a 11 GATE--ros-T BA1C LATCs H 61ZAGK6T5 -- � I G'�� �` �'� I I � i ► _I ---_- --- -----�-___ _�---- - I ! III �� ` I I _ PLI A► ITE IZ &ATE D_E TA I L ! ff --lNoT To _;GA LE / YI - - -- - - - -- - - \ e FXaNT VIEIdL^��-- ------��- -- -- - -- -- -- ---- -- -- -- -- -- -L -- -- -- -- -- -- - --- S 40033 20" E 459.99 - _ e._._W S ze ✓ .! '°w... ,.m-- ....,r ..,._... ..�._ s...... .� a...,�. ,...m® ...... _... —..... —. __ _.... _......_. ,•" 4 ?: ^�! .'a r k v; k _.;^^ i'a- : � '"„a a` s "" .......... __ r F......._ — ,._.. _.-..— .•... _.. -- _.... .._ — _.- __ _ _ ...... _ — — ——...._.. --.-_-.--------_ _ _ -- _- _ s - ��-� r 2 EF D =TAI►--_ Bow FENCE AP 1ND = -7 �_ - °�, �. ,W � _ � _-_ ._.. _ -I- � I - �U M e"z TER PAP _ I j _ _� ..___� , _ _ _ _ _ _ -� a -- - - -- , _w,� _�.....� _. _ _ �. _ _ _ _ _ _ -� .: - 1 GAS 1:6 / ' �. __ _ cas _.__. _ _ _-... _-_ _._ _. _ -has _ _ _..__. _ _ _ _. __.. _ . ____ ns.._ ___ _ ..__ _ __ _--_- _. _ __ __ _. __ . __-. _ ..__. ___. __ _ _. -.. _.._ .. -- _ __ ___ ____ ____ ___ �''__ .-_- ..-_ ____ ____ ._.- . W _ -_-- �� ` �-,• ' '- � __-- ` � _�: ?� ____ � � _.� .I �e { � r;' I + 1 .•�` / � 1 / .. `' '�d,R I � �"' `�• �1 '°'�- Ott, ` � � j I �� l _I_� � `,;ice I + ��- ✓ �, r .__ .�.. _w 4�,1�'' � �,5:�'' �.?%o' 'mow 190 T o-- — --. , - i 06 `" - r (j I I { I i I I } \ t; ! I l S DIMENSIONS { � I ' � 0 �� � �• \i � r �' � � O t y �`'" 1 \ • 1 .fin. a . ♦ P \ • �' 0. � • i � I ' ! --------------t-M-rT1 I 0 I2 �\ i IWE ,� \ ©�;19 I' E `k 1 ° Off,• ' klIN e +'f 0 q f I 1 t 712 i _ .�- - 708 \ -Y T A i 1 `Y � -teaJL S _0 F / ", ------ — — _ X - I X x x x x x x x x" x �x x x -x> x" R' ---x -- �r-�-= 311 11 x x x -'7c x ! `e LANDSCAPING CALCULATIONS S© Sediment Trap ��� I / [ ,� � � .. _,.-- 1 Shade Tree per 10 Spaces 48 Maple Trees Proposed . 10 spaces yields 10 Shade Trees 78 Hedzit Holly Shrubs Proposed © Construction Entrance ! _ 1 Shade Tree per 40' parking perimeter 1,500' yields 40' = 38 Shade Trees IP Inlet Protection Headlight Screening Shade Trees are required to be 2" Caliper ! Shrubs 4' O.C. along road and six feet tall at time of planting. 93 Shrubs provided Shrubs are required to be 36" tall at the time of planting. ® Outlet Protection ! s 23'h' (591 mm) W z WC\2 O co 00 DO C\2LO M Z�> '. x O LOC\2 LO C\2 Lo U Lo aLo E-w rn a w U3 .� f~ a z O H in F 0 f, ✓ 0 W Q > on � � a rj c� E- U) MV � CQ o r— Q 3xz� a� 3 mm) O W Q� a o N> C '4 w � 1�-( > U) E E L aZ Q O 1 (203 E- � 0 __...... _.. _ #j 1� SAP/RAC MOUNTING ARRANGEMENT 090 F o N 0 TENON , SIDE MOUNT SAP SERIES DECORATIVE CAST ALUMINUM _ i BASE I^�^� (306 mm) BOLT CIRCLE O � w S � O � 1�-+-•I �U � Co Co M CID aC) E- W� O z W L DATE: 2/23/99 SCALE: 1" = 30' DESIGNED BY: Oates JOB NO. 2237 SHEET 4 OF 4 x IP A a 0 n d CENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY MAP 0 Z EXISTING INTERMEDIATE CONT-g�----, 33_--- -�"�"--.� SCALE 1"= 2000' 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 W County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion 40 \� ��°> %1N3 d01 _ JNINNYIdd0'1d3a STON WALL i W and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR ��_; II 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, s ecifications or PP y P EXISTING EDGE OF. PAVEMENT - --------- EX E/ F ------------------- UH I� II -- --- - -_ AdW must be provided prior to issuance of the site development permit. The approval of these plans in no way P P P P PP P Y plans, the most stringent shall govern. PROP E/P 739 on n relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT # a �: ff 66 Control Handbook. V2. All construction shall comply 1 with the latest U.S. De Department of Labor Occu Occupational P Y P P -- EXISTING CURB AND GUTTER �_�__._____ EX C&Cr ---- - - _________ ______�- _ �L_ I II ! `^"rraaunr _�� 1. INDUSTRIAL 1 Z 3. A permit must be obtained from the Offfice of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP C&G II ° ____ a __,, M�C"fF � (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER SPRI G LLEY flD LU O to CD V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R P o - - -- N CO 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT's work area protection manual. p TRANSITION FROM CG-6 TO CG-6R °� ° �� 11 `t required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's �A € ° {, ' Exit 82 44 o � '� cat cc 5. The exact location of all guard rails Wllll be determined by VDOT personnel. "A joint inspection will be held January, 1994 or latest edition of Road & Bride Specifications, Section 104.04-C. Y ( ) b' P EXISTING TELEPHONE LINE-------------�=----------------- PROPOSED TELEPHONE LINE T T _ 3 church of Jes Christ W u -• of Latter o y aints s II \ °P� .; � \ ,�� ;- co nt ., CD to 4D with the Developer, Count Re resentattives, and Representatives of the Virginia Department of Transportation P Y P P g P P _ _\ u i Apple Pie (VDOT) to determine if and where guaird 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 Ridge _ qo 9 L� `n responsible for providing guardrail andl paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary b VDOT. ] g Y Y EXISTING STORM SEWER--_°_��_---^^________.__.._______..__. -- �- ---- ___ _ _ _.-. __ _, .___.____ UJ >~ - � Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROPOSED STORM SEWER PROP. 15 RCP - ap 9� �� F 37 661 �5 W +; I •d 00 V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT 4 .__�_II t�;_ _ G't 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. 4Q, tO representative of the developer must the available at all times. EXISTING SANITARY SEWER SHEET INDEX Q � H w 7. Warning signs, markers, barricades or iflagmen 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. 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE �' SHEET 1 COVER SHEET 0) o embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for SHEET 2 SITE PLAN any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE ------- ----------------W----- SHEET 3 PROFILES AND DETAILS � y 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less inspection. SHEET 4 LANDSCAPING AND EROSION an than 6 will require revised pavement :section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE ® a & SEDIMENT CONTROL 9 w U) 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 on the plans and as required at the ffield inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE . ...... Ito inlet. The in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE - -` - - - PROJECT INFORMATION 11. All springs shall be capped and piped the nearest storm sewer manholes or curb pipe shall Furthermore, access to other properties affected by this project shall be maintained be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE -------�-' - ��'�--- � 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE PARCEL IDENTIFICATION NO. STREET ADDRESS: 43-19-50 LENOIR DRIVE�} one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during q g g TOTAL AREA: 5.4455 ACRES and at the end of construction. EXISTING TELEPHONE POLE 13. The contractor shall provide adequate :means of cleaning mud from trucks and/or other equipment prior to PROJECT AREA: 5 ACRES p 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 EXISTING WATERLINE W/ TEE ___a__ --�-� DISTURBED AREA: 5 ACRES whatever measures are necessary to imsure 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. P Y g PROPOSED WATERLINE W TEE �►-��tr CURRENT ZONING: M-1 •0 condition at all times. CURRENT USE: CORNFIELD z 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED FIRE HYDRANT CCU PROPOSED ZONING: PROPOSED USE: M-1 TRUCK RENTAL V F; o 4 p, 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 W A > sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE MAXIMUM PERMITTED MAXIMUM PROPOSED 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 ® BUILDING HEIGHT: 60' 22' U 14 standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER 44 0 on 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the g P g PROPOSED REDUCER REQUIRED PROVIDED 127.1 a0i a o � 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 BUILDING SETb'ACKS: RTE F-732 FRONT: 75 FRONT: A prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN RTE 862 FRONT: 75' FRONT: 150.1' -d utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width VEHICLES PER DAY COUNT 100 SIDE: 25 SIDE: 129.8 � a a of any dedicated street right-of-way. At the direction of VDOT Inspector density tests (CENTURY GRAPHICS) REAR: 25' REAR: 432.8' > 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT PROPOSED STREET NAME SIGN + 04 a p result of his construction ro ect within or contiguous to the existing ri ht-of-wa project g g right-of-way. Road and Bride Specifications. A co of all tests shall be submitted to VDOT prior to g P copy P PROPOSED SANITARY LATERAL CLEANOUT REQUIRED PROVIDED 25.5 � rn final VDOT approval. PARKING SETBACKS: RTE F-732 FRONT: 25 FRONT: rn rn rn 18. When grading is proposed within easerrnents of utilities, letters of permission from all involved companies RTE 862 FRONT: 25' FRONT: 29.5' E" CO � must be provided to Frederick County Public Works Department prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these SANITARY MANHOLE IDENTIFIER 12 SIDE: 5' SIDE: 9.4' � A � development permits. plans (Ct�NTURY GRAPHICS) REAR: 5' REAR: 198.2' � co � and further where determined necessary by VDOT Inspector. 19. The developer will be responsible for tlhe relocation of any utilities which is required as a result of his STORM DRAIN STRUCTURE IDENTIFIER 6 O project. The relocation should be dome prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. F.A.R. CALCULATIONS PARKING CALCULATIONS, 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected EASEMENT LINE 1 space per employee 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 CENTERLINE 8000sf 5.445ac = 0.03 / 6 employees 6 spaces engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to 1 2.0 yields acceptance of work. Unit and total prices may be obscured. EXISTING SPOT ELEVATION 6 employee parking spaces provided 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering 3 customer parking spaces provided 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 PROPOSED SPOT ELEVATION + 7153 (1 ADA compliant space) 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING TREE DRIP LINE proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. 87 Truck Rental Spaces Provided professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. 14 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating W or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement ALL UTILITIES INSTALLED ON THE SITE of excavation or demolition. Names and telephone numbers of the and operators underground utility lines MUST BE PLACED UNDERGROUND W a in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. �4 E-+ > U UTILITY CONTACTS FIRE MARSHALL'S NOTE L[[NAL SITE PLAN�� � 12.4 �, OPEN SPACE F-1 W > U) E­i E � Z Water/Sewer: Frederick (County Sanitation Authority Fire lane markings and signage:""- 25% Minimum � P.O. Box 18377 Any "No Parking" signs and yellow painted curb locations will be installed � '-' O Winchester„ VA. 22604 by field inspection at the direction of the Fire Marshall's Office. 40% Provided O a O (540) 868--1061 SITE PLAN APPROVAL ENVIRONMENTAL FEATURES W a � Phone: Bell -Atlantic P.O. Box 17398 PERCENT FEATURE DISTURBED W > U W U� Baltimore, MD 21297 vt �� FLOODPLAINS 0 LIGHTING REGULATIONS O W (301) 954- 6282 0 ALL LIGHTING MUST BE SHIELDED TO W O Z LAKES & PONDS E , ZONING ADMINISTRATOR SIGNATURE DATE WETLANDS >1AC 0 PREVENT GLARE ON AREAS OUTSIDE U) W Power: Allegheny Power MISS UTILITY 1-800-257-7777 SINKHOLES 0 OF THIS PARCEL. P.O. Box 1458 THIS SITE PLAN IS VALID FOR FIVE YEARS FROM THE DATE NATURAL S.W. 0 � Hagerstown, MD 21741 co1-800-654-3317 OF APPROVAL. DETENTION AREAS STEEP SLOPES 0 SIGN DATA N Gas: Shenandoah Gas Co. >15% MAXIMUM PERMITTED HEIGHT = 60' P.O. Box 2400 WOODLANDS 0 MAXIMUM PERMITTED AREA = 100sf W Winchester, VA 22604 MI U E (540) 869-1111 FOR FREESTANDING SIGN SIGNR= 10 FEET FCSA CONSTRUCTION NOTES TRIP GENERATION DATA COVER SHEET Z 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL �- f� ADDITIONALLY MEET ALL REQUIREMENITS OF THE FREDERICK COUNTY SANITATION AUTHORITY. O 9 O MARK D. SMITH Project Name: Project Number: 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE Truck Rental Business No. 022837 �L jS E �� � r C C �l � VICE �� 2237 `Z` 1 �Y lJ I.J 1� e AUTHORITY'S INSPECTOR. 103 spaces total Magisterial District. Date of Plan. (Month, Day, Year) 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER 101 x 20 = 2020 ADT's 10 L � METERS. BEFORE A PERMANENT METIER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND )YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF Pavement Thickness Required = 15.5" Gainesboro District 2/23/99 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OIF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS PROFESSIONAL SEAL &SIGNATURE Owner: Address, Including Zip Code &Telephone No. 13224 Fountainhead Plaza THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. Ghatta5 Enterprises & MallganS Ave, LP Hagerstown, MD 21742 THE LOCATION OF THE TAP AND THE; TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH (301) 797-3120 DATE: 2/23/99 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND Developer: P Address, Including Zip Code & Telephone No. I DESIGNED BY: GRO 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. IN THESE PLANS SHALL BE APPROVED BY Excel Construction Company 473 North Potomac Street Hagerstown, MD 21741-1114 CHECKED BY: 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THE ZONING ADMINISTRATOR PRIOR TO (301) 797-7060 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR Engineer Certifying Plan: Address, Including Zip Code & Telephone No. DOMESTIC) THAT GOES INTO A BUILDIING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Windy Hill Lane JOB N0. 2237 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 4 0 m rn c.o LID 0 m 0 T c 0 o, 3 m CD (71 m cv cu i cn 0 { I EI 43-19-48 % , I 43-19-17 I li LENOIR CITY i, POLY PROCESSING 43-19-30 I II COMPANY OF VA COMPANY, INC ALLEN R. KNOTTS, JR ; I I I ! ' �� DB 888, PG 1377 ' DB 609, PG 864 W C11 DB 681, PG 614 I � �� �� ZONED : M-1 Z_ I I� I ZONED M-1 � � CIO ZONED : M-1 ` I i ! � j j !� >! USE : INDUSTRIAL �� ' I USE INDUSTRIAL >111111 W `t USE INDUSTRIAL \ 1 i_ �- _ i — ! _ i _ _ _ I I !1 t ;` Ex 18 RCP _� Inv in- 704-3' `\ out Inv = 703.8 1 LO \ Sight Distance ao I Sion /,' ��\ 62 @ 0.8% �\ }' I c, of rn 1'elephoi�e\Peel _ ___ !" �`�\ \ -I �, a�"i Power Pole %/ S 40°33'20" E 459.99' Existing 8" Waterline�\ _ 1' WW WW w . -1 xr _8"x8"Tap by FCLO SA -- "r __ _____- _ -f J - �C ,• _- � sign --__.- 70' _ _- ~��-_______ � � � H w ` __ -- -- __--- ----- -- --- -- _ _ � -" �— ' LT�_, CENTURY LANE-RTE 862 __ _Top = 71.0.5' �48 50 � 34 25 48-_______._ __ _________ _ ____`F'op==-�0£�:OT_-Ex 43"x27" 1aCN1P`s -' In.v ixi - 700.9' 60 R/W - 35 MPH = _ - ,5 h Inv i.n 702.4'i _�, {s DB 716, PG 631 r.�"" a� o Inz r� 0 t.11 I .---.� -_Inv out700.8'.- �� -�fz� ��zt - 702.3' ,�, Inv Out 700. � 3r � EP �� 4 cI30 C 1.r'5� ntc%S 14ic�ilier \ >tevWE S 40 33'62Q��o-1 r 71— _ �i �+° �OEC 1_ .t UTILITY 1✓..M'I . ..-,OIlC' I � ed -_.� \ r - .- _ �,,. _ ._..—..._ ._ � ,_ ---- --- - - ,•...7.Ex SSMH - �►; _ -- � _ _- - - _ -� -_ 50' - � ---ter%_---�- —25T PARHING SETBACIlZ`�"' ` -� _ I r CAB _.__ ds _.- - -. es - -.-. — Instal a - _ _ _ _ _- - ='-- _ -._ _ __-- _ �-> _._ ^_ _-� q To = 711 t>' G s Marker i -- -- �.. - -_ - -- - z X. Inv- �- d S ' .ng Ga I`7 . 1n 700.1' -- — GAS �- 7 t- - - 1 CG-2 _/ 1 /8 709 I 4 4\� \� Inv out = 699.9'.—w ( ` �; 8 8 8 9 7 co VDOT CG- 1 o I \\ t I I '' Z s �� i -300W d 94 , P 2-300W `� \'\ p � \ , ! ` \ a Ga,. Val.z � t � i Lights �� � o � + ENTRANCE .�'r 2 � � t O 16 8� ��_y 2'Cur FH 6 Lights �,, -^ �t \� 4� `.;; ~`^��. \��� I ` i ` '` a3 10'R ' ,1�' I! �1cut 8 25,R 5'R 10'R �1 \ 1� y \ I 4, f ! v�i �C DELTA 89°56'08 Buried —f—�`I ; fi P lOR 10'Rr t I , _ J p, op -- e t 1, \ ,� `�� ` ,�'> >l (i W an RADIUS 40.00' I i I H Telephone I ± j i _�� o tll "d _ ,�_ - 82 Brie •I __- - I ARC 62.79 j � 1 t I rl _ d+ �i� .. _ ---- �.,-- - ---- - -- --_ .__._ ._.-- --_ __- -- ---- --- ---- - -__ -- -- --- — — ---- � � I� •d° ,o r . �-"sm t ��$ 75' BUILDING SETBACK TANGENT 39.96' , + ► ! � - - ---- ---- --- ----- ___- ._I� _ _ Ilz CHORD I ' _ I set.- o , y Proposed 6 tall chain- _ �\ E I i I{ { I Q, a a S 85031 23 W - 56.54 { i i . -' b o - > link security fence with 706" , y t i � H j °,� N n ,i cu a �- - �J�� ed wire { I x r1. w i' I I I �! I d � I I t �r p c o off' on top. The owner will CPI.53 Tr ' er have final approval of I' I "' o o �� 1 G PP I) t w x� C' io4 a designs or a swing `� i I j i i �� H � � rx 24„�"_uIP's I I\� I , i oo �"? \ <a 1 c° "0 4 :• : 0 railer and sliding gates. I ``{ II j a0 r` it w 1 1 v,� ,, w ca '` !Ill l i i j A ��,� � to I 1 � I �, w , �' ( ....,. ! I l co 14 15 Oil THIS AREA CAN NOT ! I w _ - �\ o 'R Sep. INTO A PARKING LOT WIT OUT i , I I \ - t to PRIOR APPROVAL '�'- i 1� IA Pro 4 PVC 1.5 R PLANNING DEPARTMENT D s Q `� { ! _,�- f �, 10 �, ii9 SCH-40®2% 4 i <� Z I 11 bd A REDESIGN OF THE o A I i I z t-� p MANAGEMENT AREA. ('M t� co I i o i aG ,-] \ O 5'B ApFbn : - ? i t i xi n� yo wx I '+ a 1z �,, 0 s p 1 C I! ;o I� i ¢ i oo' as \ rans- k I 1 t 1co 00 m ` ,_.,, F i� j E Q p,l Meter former a ►a i; i d H o Z 43-19-13 r i I o - ..- ►n! \ il� � GARY D. i I i ` zi '�'! �I � I ` � . ;R � F A o w ► I ��� II ! {� ' 43-19-36 x z �� o t l ._ _ I` �:� En a, i i 1 CENTURY GRAPHICS g VANSICHI�ER r1t.3 I 1 i , 500 gallon 10� 44, o w Z �! I�5 Penske Truck R� tal Waste Oil T` t 17 t c7 Q '� ► y o CORP ! I ' i 9 DB 524, PG 24 I I i �' ` Storage o w \ D ZONED :PM 64 D PR ZONED : M-1 ! I i g ckers e� Building Metala 4 Tank 22 pq c� z �' 18 "\ 22 I i y of I ! 3 Service Baps b 11 Fuel Island C, o o \` a40 USE INDUSTRIAL ► I t , Br�akroo Height 22.0' m ,� Canopy Metal m ` I o USE :INDUSTRIAL z- ! g PY o i I I t i 1 Bat ooms ` - .. �. p'\Area 8,000 sf i Height 22.0 12,000 gallon Gas and Z o t { I t 50' t � �` `'.F. 711.50' t 20,000 g lon Diesel �" , E- r t rn �` �\ 104 undergro nd tanks o co i ,a x { 0 \ t 35 r!, A ..:: , o i l ( 8 o FUTURE PARHING` AREA I ► i i h i t -4 r+ FOR PENSKE TRUCK,. I I " " } •: RENTALS J I as ( e 11 \ i { ► t ! 10 w\ 1a Apt11' • • t: .• f; ` I t i{ It `) I Proposed Dr * ,r l i 1 lls �. P VDOT FIELD INSPECTOR ; i !� I t �, -' WILL DETERMINE THE NEED OR PLACEMENT i ! 11+ OF CG-12 WHEELCHAIR `� 50'R1 "� yrr ! h1 15 5'R ''\ l� ,°\ & ' RAMPS IN THE CG-11 ? I 5'R ENTRANCES. I W 1 22' - � I i •�~'� �,0 ; \�� POla„� � i � �`M/�7�2.9 '� i I i I � ' I I ril I 10-0 a) + Q 15'R R O \ i I{ {; E- v { O q o 4 QS b '±y \.\ �� fird e' �\ ``--_ ____ / �` � � coProposed � I I i it i j ,( �o � E-1 o �4V a �, 'F ¢F ----- e Stormwater I j i �� U) ' ti Instal s°4 i �� `�ti `IL-4I I 1 Q tr Q ` \ � � j �i' I Management 1 Y co wing at ~i' \ \ i I i I (� Q� +, +, v -, I -d Area ! {°i{ j p�(� O O iJ: € `'' �Jr 1 �'_ \ ` 1 U�►'$ o `\ M I I i i I I VI I U ► II � O +� o P 11 4 `\ \� ! 1 7.3 oI I ! I I I 41 10B ( \ \\ `\ I 8'R 10'R a I I f 10'R ! \�12 ! 7 t �" „� i i i I t \ E-� (� \ _ _ _ ! 2-30OW a Pro 15 ! �° - ` 26 - 7� ° P I f I \ U) W Cl) 04 u�„ 25 R ! rop 2-300W ! - --- -- - _ - _ - - - - _ -- - I --- _ _ - -- - I i t I i 1 rr Li hts ,� > - -- ---- 25 BUILDING t- - _ _.._ Lights_ n° 2 .CoverI I I i I w w 4 i g � \ \ CIO � ` q& ACK 20'gl6' Con r e '� tt Inv in � f'102.00; O 15't6ll 11 \ \ \ t Dum ter d Inv ip 701.95 i ! ► !I I j -- -- - -- CG-2 / 8 '7 O 710 ° .. I C103 � 1 i � l 712 �_ \ �.� 708 — — — 1 • i N CT'42 W 660.0 d ,1,:; Telephone,-Ved i --__ �Z \___ __________ _----------------___ ` Tel i° �, t� \� �` -__ ��._..�� i Id E- 20"'I}PAI'AGE & liTCI;I>:.�iI�1_ `"` __ `----_-_----_ _ { �1 "'� j \ X X X X X X X X X' `_ X ^X ' X 4 X- -)b `` X-x- —x --- -x X X ---------- X X -x, X ! I LLI Ex. `' W L Remove Existing C 2 within 1 of EP and E i XISTING 8' CIIAINLINI� FENCE ! I ! and tie prop. radius to the re aining CG-2 ,,,.• "'`-'` t j ii FH W, WV 43-19-22 I j Ex Ss?,,TB _- AUSTIN J. KING DB 639, PG 10 i ZONED : M-1 USE :INDUSTRIAL z-3ooW� —POLE MOUNTED LIGHTS c. i DATE: 2/23/99 2 EACH AT 200 WATTS I` 30 TALL I SCALE: 1" = 30' DESIGNED BY: Oates I I JOB NO. 2237 y SHEET 2 OF 4 IT rn m Lo v OD CAJ L C (n m 3 c� CD d fJ7 CL) U) rli n 1 f� t-r7 cv CAJ (li A 0 w Uy o.M-tad backflll TRENCH & BEDDING Figure 1 ------------------------------ a • • • • • • • • • • • • • T j •1 1/ •. I �I II'l ll 111111111111. Ili s ♦s sr �A •: �. �f�r.• �r>r�r�r� �•r•; �r�r (IIIIIIII' ,f ,f ,r. r I�Z�r �fff�Y a r•. • • •i!A.•i! �4!. l�l a,;- • astoil •• • �.w..w. a. �:w •:w 1;•7 710 705 700 695 �.hl♦� .IIIAillllhlll���lhll�lh �� '; �IIIMIII!IIP'i��ll!IIIMIIII : 114 c �f .earrw r.• w errs TEL WPE. OR PLUG M Play of wood fbarft flu fli may be wsr��pd aNh TYPICAL SECTK)N •dsnatae hats excwsadwr roadway boxes- E �oM 8w cmo.t• aorr� m rorrlPw,eb' ewrw"d aM apasM urdletv6ed id. TM bsar6p dfnwwiane ogdrwt I•td'elrased sal andl renlair w drown. T - 12' mar. for 10" and anlafr ppe b' - le' mh Ar 12' 11- 20' pbs aw drat baba Rx A 6, C ditlwdora 2' type K copper tubing (n0 joints j� N from main to CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Y.M.. curb stop) _ ov00000vvo mE"MdIM AFuC2iKAllCJC"lMdEC K" �EICiiRdl�iE" Emil WiEAFjinFAK ar �J ry\�ill IePt '�1 ads tr �Ilnl� IH r.l oo.a��v\�o I :fit.. :711 ';:�.; B[fQ1! �IIIiifklit'a Ford FC HH 77 HC-15B C ustom softer 2(motor by FCSA) standard flat top for 4' diameter manhole Wished grade 3' riser section for 4' diameter conne6r pad I'-6' ag. x 6w deep manhole with cutouts ",/-solid support blocks °crew bps i under custom setter 6" atone bedding PaIlsobable salve bow Mitt.' JB' m t i btdbr M@90k5s vane i to NOTES: _ megalltg 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area -model no. S1R3030 b) in traffic area - model no. HIR2424 ',;; ».• r �a.s• ?1c?' :.,�,.,. 8'x rx 16' wild bfasr (for wanes 12and kr9er) 2. Water service crossing street shall be encased In 6' alto. SCH40 PVC or SDR21 piping. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. bYust IC to 24' bitter AS FM NaamNlx0941111S. 1d aP zI ar - 1 1 2 and 2" METER INSTALLATION to L4 32 6J - Figure 6 CONCRETE THRUST BLOCK AMENDMENT NO. 2 - APRIL 1997 GATE VALVE Figure AMENDMENT NO. 3 - OCTOBER 1998 Figure 8 R SILT FENCE CULVERT INLET /ern PROTECTION ail � •......... n Sampling C/0 Port C 0 Inv=703.9' 4"PVC C� 2% I=705.3' 1,000 gallon Oil/ Water Seperator Inv-705.2 Inv=704.3' Inv=705.6' ®Bldg @Bldg Oil/Water Seperator Detail Not to Scale N q F. U Install 12" of (match grade) 21-B behind curb CG-6 R' Existing See Entrance 12' g :j 0 Pavement Section Taper Lane d Below tat .", •"r DC o VDOT Field Inspector + CQ to owill approve CG-11 entrance before construction Half Typical Section of Entrance Not to Scale 4 4 " CONCRETE 31000 psi W FIBER 4 " 21-B BASE gs� S'TONE SIDEWALK SECTION 4" IM-1A Prime Coat 8" 21-B BASE STONE PAVEMENT SECTION (BASED ON CBR-6) �1n1re W -2- min. - F- anal/- atone to be mirPrrlfJrrl scree Ae o/ 6' "be. fop of boar valtst box w7he box 3^kcatar Peg FIRE HYDRANT ASSEMBLY Figure 9 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4$ 4' TRENCH UPSIDPE ALONG THE JIM Or STAIM. Gum Jryafr 4" 8. STAPLE FILTER MATERIAL 4, BACEPILL AND COMPACT TO STAUB AND EBTEMD THE EXCAVATED SOIL rT INTID THE TRENCH. I' I tell �-. II 1111=1 • • •�M.,.w I. 4/w, e • l l s t 'I 'Li• s l n (2)-48' 43"x27" (2) 90' 42"x27" - _ AC P @ 0.5% x Ditch ------- RIP ® 0.5% _ ---- - x Ditch P, Lu a(D r .. . a, P, o o o Go s--1 _4" -1 Xr p, v N F•I F4 v coCQM a•, x air, _. r, d .-1 I CD s-1 Ito a I Co x-H O ID I I w to N W 'd 1` 10 W •d t- F, W 'd O N O "d Ol O 'd Q) �p O 'd N + O + O o C�+� +o CX2 ooC> +oy . l R ., .. F C7 .. 0 1 +00 2+00 Proposed Culvert Horiz 1 "=50' Vert 1 "=5' LIPJgm V. we m • • / • 2r" SM-12.5A (SM-2A) 3" BM-25.0 (BM-2) 8" 21-B BASE STONE ALTERNATE PAVEMENT SECTION (BASED ON CBR-6) 710 705 700 695 r Maintain 3' of cover min. 8"PVC SDR-21 VI k, C 9) y �J •� U (D Cd U O a O �oV,CD 00 A 13 CO Cr to 0 oar" WE aQ) U� + I.. P.A - O = cr) to 0 9000 N C1 O (1) rn O aD 0 L) O . , d C\2 3+00 0 1 +00 Proposed Waterline Horiz 1"=50' Vert 1 "=5' GRAVITY SEWER SERVICE LATERAL Figure 15 TEMPORARY SEDIMENT TRAP 1' VARIABLE' ORICPWI_ VARIABLE' GROUND - - GROU 1.0• 67 CU. YD./ACRE N VARIABLE• N 67 CU. YD./ACRE (EXCAVATED) 4' MAX. FLIER CLOTH ORIGINAL GROUND ELEV. SEE PLATE 3.13-1 COARSE AGGREGATE- CIA5S I RIPRAP CROSS SECTION OF'OUTLET CLASS I RIPRAP LENGTH (IN FEET) - a 6 %DRAINAGE AREA IN Ac.) r � DINE COARSE AGGREGATE/ EXCAVATED / FILTER CLOTH �� AREA f..COARSE AGGREGATE SHALL BE VDOT /3, 1357 OR /5 OUTLET (PERSPECTIVE VIEW) 0.9Nr it- cleanaut PxtP with brow plug R Pane6a Mudd PA4SVk-CSK T4P Pulaeo Model PA65V-CSK (67 finished aquen pain- edits pad 2A'x 20'x 12 deep I I "Viogate bases ( depth 3' > olsi Poe st R 21 www°n rys '43' Dartd e' Nan• b•ddkn NOTE : Where lair of •erNc• lateral to urc•tl• 75' deanau My sfidl b• frrmishad at the apraperty III. SEWER CLEANOUT Figure 17 PIPE OUTLET CONDITIONS A e ------"------ ' PIPE OUTLET TO FLAT AREA WITH NO DEFINED PLAN VIEW CHANNEL I~ La ' 0 7. 1 d SECTION A -A FILTER CLOTH KEY IN 9'-fY RECONMENDEO FOR ENTIRE PERIMETER A Act A 3do (MIN.) d 0 PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW L a SECTION A -A FILTER CLOTH KEY IN fi -IF': RECOMMENDED FOR ENTIRE PERIMETER NOTES: I. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP. GABION BASKET. OR CONCRETE. 2. Le IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4, 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER. BUT NOT LESS THAN 6 INCHES. �4' 2'R ..a A A ;p, a A ..'A.. .. ., e�. ... . The 6ollom of the curb and ,,oll may he consislope o 1sd \ � porohsl to the slope 1 sub- 6' surface courses provided a minimum depth of 7" is This area may be concrel• manloined. at Pita option of the contractor This curb le to be.sad when design speed is 40 MPH or less on Rua, hiyhwoys and 45 h1PH or Note: Carts. orb a gullet havkq a radius I... in developed urban a suburban of 300'or less (ding face of cub) shall areas be poid for as radial combination curb a gutter. Thi, item may be precast or cast n place. Concrete to be Class A3 if cost n place, 4000 PSI d precast. COMBINATION 611 CURB St GUTTER CG-,2 rb height down Taper cuth 3'-0" Min._ t0 a at tppl p11 h ig -- Y continue dull height ON Z. - --' _' - ------ -- ---- ------- _ where applicable. Var. 3' Min.�� Var. width Sidewalk ®Var' 4' Min. Var. idlh Sidewalk Sidew or elk So' o000000 o oo • 0�0•0 or Sidewolk Space : 0 1 0 I-6' 0'' -{0 I 6'-0' -- - 0"o v '6 0 TYPICAL. ALTERNATE RADIAL PLAN RADIAL PLAN FOR USE AT APPLICABLE STREET ce CONNECTIONS AND COMMERCIAL For (Heavy ruckTl fficranti (Heavy Truck Traffic Anticipated) A E--. ENTRANCES. see Standard CG-13 sheet 203.10 6,_0., in. ---- B Var. width S dewolk or Sidewolk ---- -i_ ------- -- B o a > > - o / o - o i7IL Space 6" • I o i� • ® oo: oo, o, .. o o•��00000000 A EJ TANGENT PLAN slope tz:1 maximum 6`0" ISOMETRIC ® 7" where St'd. CG-3 CG-7 is used. VIEW Sidewalk Area 7'-4" is the minimum requirement to ®6„ (with or without buffer strip) achievvee a a 12:1 slope NOTES St'd. CG-2 - -7'-4" I Curb romp to be class A-3 Concrete with exposed aggregate finish. or CG-6 _ _ _ _ _ _ Ramp shall not exceed a maximum slope of 12:1. 8.33x Mox. - - - Cur romps re'lo be lac shown n h plans r directed Curb p a dad as s o the p o 0 as c by the Engineer. They are to be Provided at intersections wherever on accessible route t3J within the right-01-way of a highway facility crosses a curb regardless of whether sidewalk is existing, proposed or nonexistent. SECTION A -A They may be offset from pedestrian crosswalks as shown on plans or as This item may be directed by the Engineer, but should not be located behind vehicle stop lines. precast or cast in place. Existing light poles, fire hydrants. drop inlets, etc. will also affect placement. Curb ramps will be measured and paid for at the contract unit prices for Exposed aggregate sidewalk, complete -in -place. Slope 121 Maximum Curb/curb and gaffer slope tronsilions adjocent to curb romps are included in payment for curb/curb and gutter. 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. ® Treatment where width of sidewalk or sidewalk space is less than 7'-4" SECTION B-B ® Attessihle route is defined as o continuous unobstructed, stable, firm and Limits Exposed slip resi,tanl path connecting all accessible elements of o facility that can of aggregate sidewalk be approached, entered and used by persons with mobility impairments. CURB RAMP SREREFERENFERENE CE (PERSONS WITH MOBILITY IMPAIRMENTS) 502 203.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 Z LU Uj I Z W� 0 to 00 C\2 I Q �� �CO CO a '� to I ^' � o I x _ C\2 BENDING DIAGRAM � N J, ii to r0r. 1 Pin - .o to �� ^-"I 3 .--1 E- �•t B 25' a z"ryplcdl Lj w 2"Typical Vor .--rT-r .--•--r-.- ��� .-ter-� T-�-� PLAN VIEW I Headwall to be beveled in all areas except where a conflict with (D 8"for 12"to 36" A Pipes invert or wingwalls occur. 12"far42"Io60"A Pipes Bevel edge is required on the headwall at the inlet end of the © Slope as specified on culvert ( where the flow enters the culvert). typical section. Headwall at the outlet an of the culvert may be either square edge or bevel edge. or For center support See detail sheet 2 of 3 Bottom of structure 10 �•`� be an some grade as 1 DID° r 2 A - Bars B Z\ (4 TA Standard EW-11 to be installed so the grate configuration �,,, Fy -_ A Is always perpendicular to the edge of shoulder. 0 0 W 4'zj"Goly. Plate � W O rxr NOTES All cost in place concrete to be Class A3. For precast use 4.000 PSI min. B Reinforcing steel to have o minimum I�"cover. Far tobulotion of dimensions and quantities see Sheet 3 of 3. This item may be precast or cost in place. All pipe far grate, structural tubing, and related hardware to be galvanized. , O For labulolion of dimensions and quonlilies see Sheet 3 of 3. Standard EW-11 to be installed so the grate configuration is always perpendicular to the edge of shoulder. •� e= 1.25" ± / foot diameter _ b= 1' / foot diameter Z f�-O--II a See Detail "B" ®8" 8"® Sheet 2of3 or or I--4 S10 ae �2•}•� Bars 8 size 45' T� V/ spacing 8"c-c all other reinforcing I -I QI 4 Bon boas are size 14 spa[ede8"cc. U 4 11 / 1 Shape or be beveled-0 with mortar. Flow H sweep hole r 1 11 J II _ -k - 6 tt T•-I �r _ _ _ Center suDp°ied____ _----lg't-ct p 1-04 2_0„ 2, _ .rt`-r Do not bevel invert 1 Porous Backfill4D 100 lbs./cu. ft. 178 "0 Q) 2'0^ One weep tide la lk provided of end of porous �- bockhtl eachside L_-__-__-__---__� or 18 Aggregate. •� ee Detail A 1L- Length of Porous Backfill, Not for GRATE REMOVED 'BB Hordwore Cloth T} •� Sheet 2013 Lengths Less than 12'-O" SECTION Weep hole with 12"x 12" plashc hardware N F+-t Joint may be keyed, doweled,or SECTION A -A cloth}" mesh or galvanized steel wnro,min epoxy grouted. wire did 003 Inch number 4 mesh hordwore Sheet I of 3 th anchored firmly PIPE ENDWALL WITH LOA -aCARRYINGadGRATE SPECIFICATION REFERENCE W E-+ 00 FOR 1211-601I PI lS 105 04 241 A � 101.26 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 co EW-tt A �F Structural tubing to b extended to within 5�8" X 6 3/4" Hex Head Boll 2" of outside face of �idewolls. w th Flat washers & See Locking nuts 12" Clear Variable 3/4" Hulas �2•z.J 3/8" Steel Plate T 4 1/2" 41 Pe 0. C. __I_._________t/4"Weld each -s=de ________________ - - 21/4„ 6 8" X 4" X 1/4" Structural Tubing _______________________________________ 2, 1/2" X 4" Stud Shear Connectors A B.. CENTER SUPPORT SECTION A -A (Elevation) 2 - 5/8" X 6 3/4" Hex Head Boils Hook Botts 1/2" X 6" X (1 112" Right ngle bend) with Flat washers &Sea locking nuts.mi Hook Bogs 1/2" X 6" X (1 1/2" Right angle bend) with flat washer & see locking nut. 5/8'• holes to be provided in plate, centered 3/8" Steel Peale with flat washer & see locking nut. 5/8" between pipes and side walls. 0. D. Pipe 0. D. Pipe _ holes to be provided in plate, centered between pipes and side walls. 4" 4" 8.• StructuralX u/dig Tubing O. D. Pipe I'•. WX4"X 1/2'. 44 Golv. plate 12" � '• or 12" T e e 8' i 12". �rl DETAIL B SPECIF"A"'. REFERENCE 105 233 302 EW-11 PIPE GRATE TYPE I - 3 1/2" O.D. TYPE II = 4" O.D. TYPE III = 4 1/2" O.D. Length of grate to be determined by L2 X No. of Pipes Req'd. DIMENSIONS FOR BEVEL ON HEADWALL PIPE I. D. e b 1T 0'-r 0'-11/4' 15'or 18' 0'-2 1/2* 0'-11/T 21' or 24' 0'-3' 0'-Y 2T or 30' 0'-2 Iir 33' or 36' W-4 1/T 0'-3- 42' W-51/2* 0'-311T are• 0'-6- 0'-4' 54" 0'-T 0'-0 1/r 60' 0'-71/r 0'-s• Pipe End Cap (3/16" Flat Plate) welded to upper end of Pipe Grote. D�TAIL A II #I jIE Notches for pipe to be formed in concrete so that pipe will fit snug but can be removed. PIPE ENDWALL WITH LOAD; -CARRYING GRATE FOR 12" - 60" PIPES VIRGINIA DEPARTMENT OF TRANSPORTATION CENTER SUPPORT 4 : 1 SLOPE PIPE SIZE H L W PIPE GRATE Pipe O. D. Re :des L2 L3 L4 L5 12" 1'-10" 7'-4" 2'-0" 3 1/2' 1 8'-6 3/4" NO CENTER SUPPORT REO'D. 15"Or1B" T-4 1/2" 9'-6" 2'-0" 3 1/2" 1 1 10'-9 112" 2t"or2a" 2'-11" 11'-8" 3'-0" 4" 2 1 13'-0 1/4" 27"or30" 3'-5 112" 13'-10" 3'-0" 4" 2 33"or36" 4'-0" 16'-0" a'-0" 4 1/2" 3 17'-6" 42" 4'-6 1/2" 18'-2" 4'-0" 4 1/2" 3 19'-8 3/4" 48" 5'-1" 20'-4" 5'-0" 4 1/2" 3 22'-2 5/8" 10'-5 1/4" 11'-10 1/2" 10'-4 1/4" 54" 5'-7 1/2" 22'-6" 6'-0" 4 1/2" 4 24'-5 1/2" 12'-B 1/8" 11'-10 1/2" IT-7 1/8" 60" 6'-2" 24'-8" 6'-0" 4 1/2" 4 26'-8 1/2" 14'-11" 6 : 1 LOPE PIPE SIZE H L W PIPE GRATE Pipe 0. D. Re �d. L2 L3 L4 L5 12" V-10" 11' 0" 2'-0" 3 1/2" 1 12'-1 3/4" NO CENTER SUPPORT REO'D. 15"orl8" 2'-4 1/2" 14'-3" 2'-0" 4" 1 15'-5 1/4" 21"or24" 2'-11" 17'-6" 3'-0" 4 1/2" 2 18'-9" 27"or30" 3'-5 112" 20'-9" 3'-0" 4 1/2" 2 22'-0" 4'-8 1/8" 17,_4 i/2' 4'-7 112" 33"or36" 4'-0" 24'-0" 4'-0" 4 1/2" 3 25'-3 3/8" T-11 5/8" 17-4 1/2' 7,-11" 42" 4'-6" 27'-3" 4'-0" 4 1/2" 3 28'-11" 11'-7 1/4" 17-4 112' 11'-6 1/2" 48" 5'-1" 30'-6" 5'-0" 4 112" 3 32'-2" 14'-10 3/4" 17'-4 1/2" 14'-10 1/8" 54" 5'-7 1/2" 33._9" 6'-0" 4 1/2" 4 35'-6" 18'-2 1/4" 17._4 1/2" 18'-1 1/2" 60" 6._2" 37-0" 6'-0" 4 1/2" 4 313-9 112" IT-5 1/2" 19'-4 3 : 1 SLOPE PIPE SIZE H L W PIPE GRATE PIPE O.D. No. Pipes Be 'd. L2 p 12" 1'-10" 5'-61, 2'-0" 3 1/2" 1 mw 6'-9 1/2" 15"or 18" 2'-4 1/2' T-1 1/2" 2'-0" 3 112 1 8'-6 1/4" C) 21"or24" 2'-tt" 8'-9" 3'-0"31/2" 2 10'-23/4" 27"or30" 3'-5 1/2' 10'-4 1/2" 3'-0" 3 1/2" 2 11'-11 1/4" , of 33"or36" 4'-0" 12'-0" 4'-0" 4" 3 13'-7 3/4" ;J 42" 4'-6 1/2" 13'-7 1/2" 4'-0" 4" 3 15'-4 1/4" 6 48" 5'-1" 15'_3" 5'-0" 4 112" 3 17--0 1/2" 0 54" 5'-7 1/2' 16'-10 1/2" 6'-0" 4 1/2" 4 18'-9 1/2" Z 60" 6'-2" 18'-6" 6--0' 4 112" 4 20'-6" W E- Sheet 2 of 3 E > Fr) �D cc U) 101.27 t�71 Fi-i � 4 y O O� �� I� 0 r ,O W r, I^•i�^.( O rOn v 1 H � For--1 a � r•� w W O Z W APPROXIMATE QUANTITIES PIPE SIZE 3:1 PIPE SIZE 4:1 PIPE SIZE 6:1 C YDS. C. M. PIPE LBS. REINF. STEEL CONCRETE CU. YDS. LBS. REINF. STEEL CONCRETE CU. YDS. LBS. REINF. STEEL CONC. PIPE CONC. PIPE C. M. PIPE CONC. PIPE C. M. PIPE .97 240 12" IA 7 1.18 308 12" 1.64 1.66 443 15"or 18" 1. 7 1.29 328 15"or18" 1.59 1.61 425 15"or 18" 2.28 2.31 618 21"or24" 2. 2.35 483 21"or24" 2.44 2.49 628 21"or24" 3.55 3,59 917 27"or30" 2.38 2.44 608 27"cr3O" 3.01 3.01 788 27"w30" 4.35 4.41 1157 33"or36" 3. 8 3.38 809 33"or36" 4.20 4.29 1059 33"or36" 6.01 6.09 1556 42" 6. 7 6.46 1050 42" B.OS 8.22 1368 42" 11.59 11.76 1997 48" 8. 7 8.29 1327 48" 10.29 10.50 1647 48 14.84 15.04 2514 54" 10. 2 10.29 1612 54" 12.80 13.06 2105 54" 18.47 18,73 3094 60.. 11. 8 1 L50 i826 60" 14,36 14.68 2391 60" 20.82 21.14 3517 PIPE ENDWALL WITH LOAD -CARRYING GRATE FOR 12" - 60" �IPES 101.28 VIRGINIA DEPARTMENT OF TRANSPORTATION DATE: 2/23/99 SCALE: 1" = 30' DESIGNED BY: Oates Sheet 3 of 3 EREN^Z JOB NO. 2237 REFERENCE 105 302 SHEET 3 OF 4 8" K B"X .I/*" riTE E L- f L.ATES -TO ZEr- E IV E G • x Ti " G E PA r_ 1"lllT9 WITH '51114",Il G-0 • N PeC-o ll*-LdLUtirN flll __ = SzA ve A L-L MATE-1-IAL- l" E5E T ft l E (> FR- ?t 3TL="-lifts -:JI, L:L _ LPICN E IZS �N17�EHTEfZ4-T�BE�FIaP j7VEl.D>:D , j � � � !! i ii i I } NLTH_r-LATE5_.BE:.1v4NT9 i+xG" rCOUGH SAWN — T / GATE _ lIT I T 74 a x -it 4-1 X V,en, 11 aST SAID LATCH t 6Ill AGK6T5 Lit I i i i Il i ij I _V1J L4r,9TE 1Z __. &ATE ;D-E?A 1 L t I i K V 100^1 Pl S i ----------- — h F F-014 T VIEtdL° — '-- -- -- — -- -- — ' -- -- -- -- — -- -- -- -- -- —L� -- -- -- -- -- -- — —T-- ' S 40033'20" E 459.90' P _ 70f, , .... �" Irk , 74,„ 5&w ,u.. 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E _� --- --PM =am Eel a __ d t _--`-- .� i -`_! - - --'-- — a 's=, s� : ,�:�. �.;.. ,;,.< _ ., .. � _ _ ..—_...._.__._�..-.�....-_.-_....—�-....___ ..-- IzuttezTeFZ PAD -- _. _� --__ , -411 0 U Ia w W, l W s �► *�®� .__. ___ .-- _-_ ��.. _ _._ _.__ ____. f. __. _.__ _.__. _ ____ __ -._ __. r -... ...__-_ _.._ ..._._.. _.____ ._.___ _..._ ___fit_ _..__. ___.. ___ -_ _ __ .__.. ___. __--- __ __-. �r;+ -- _ __-- _-- ___ _ __ _ __ . ___-_ - _._-- _.__. .._-- __-.- �..-- --- ---- --- --'-- -- ----- ----'- -�-- � -� t � , j ►� r kk ` t it ox s DIMENStONS �- - 9 t l 1 \ -4- o :; w m o t SQD Ti- i o �I >f I� w s !� 231h" (591 mm) �► *�®� .__. ___ .-- _-_ ��.. _ _._ _.__ ____. f. __. _.__ _.__. _ ____ __ -._ __. r -... ...__-_ _.._ ..._._.. _.____ ._.___ _..._ ___fit_ _..__. ___.. ___ -_ _ __ .__.. ___. __--- __ __-. �r;+ -- _ __-- _-- ___ _ __ _ __ . ___-_ - _._-- _.__. .._-- __-.- �..-- --- ---- --- --'-- -- ----- ----'- -�-- � -� t � , j ►� r kk ` t it ox s DIMENStONS �- - 9 t l 1 \ -4- o :; w m o t SQD Ti- i o �I >f I� w s !� 231h" (591 mm) Z W Uj Z CD Z WC\2 o l In 00 � It QC\2 co M � I M ZLOCV x �� W �) Q� Uj ) Lo o a Ea CD ~� Lo Hw � rn rn t~ �, Q) o o w to r� C • 4 r4 z a �3 j0nn Vi rn 0 o ;i 11�� W Q bio a � � 12L" a d7 W rn Q' C Q c?) LO 1�1IA x �21 co ~)�� co 00< C\2 r-- Q p c� z R. J 51A 1 mm) yI/ (3 mm) rill AGro E 0 l � I i i Ar , I Oq 1 ! N, , 1 709 - N 712 - --- - - — - - - 708 - - - X X X X X \X X X` X X X �X X X `�- X- -Y. X� ' `X' W '-X — X �- = X X X - "X` - - X `I I I rye LANDSCAPING CALCULATIONS _.� � I I I I(SrSediment Trap �,,- ! r- 1 Shade Tree per 10 Spaces 48 Maple Trees Proposed 1 i I i 10 spaces yields 10 Shade Trees 78 Hedzit Holly Shrubs Proposed © Construction Entrance ° I I 1 Shade Tree per 40' parking perimeter t 1,500' yields 40' = 38 Shade Trees IP Inlet Protection Headlight Screening Shade Trees are required to be 2" Caliper Shrubs 4' O.C. along road and six feet tall at time of planting. 93 Shrubs provided Shrubs are required to be 36" tall at the time of planting. ® Outlet Protection SAP/RAC MOUNTING ARRANGEMENTS E19 090 Cl H 0 TENON SIDE MOUNT SAP SERIES NOM. HT. HANDHOLE DECORATIVE CAST ALUMINUM BASE 1 z- BOLT CIRCLE L x �Wa CD , a �> .. O l N� µ-�I E- 1�YN^-1.i ` Q O cc W~ (2) Z' Q O d C) x a- E- i � W O U � X U W 0 ZQ E--1 ~ W LJ z Q r C;6 E—I ul O z W L DATE: 2/23/99 SCALE: 1" = 30' DESIGNED BY: Oates JOB NO. 2237 SHEET 4 OF 4