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Home My WebLink About003-95 Toan & Associates (Revised) - Backfile4 a t, ST[INEWALL INDUSTRIAL PARK A I _r 0 _L eCLeric-K GENERAL CONSTRUCTION NOTES: 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of the Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 6. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 7. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 8. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 30 calendar days when construction is not in progress. 9. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 10. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the County as necessary. 11. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 12. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 13. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by V.D.O.T. 14. All .fill, base and subsurface material shall be compacted to 95% of theoretical maximum density as determined by AASHO T-99 method A, within plus or minus 2% of optimum moisture for the full width of any dedicated right-of-way. Compaction in other areas to be 90%. 15. Vegetation Plan: All grass areas to be seeded with a mixture of Merion Kentucky Bluegrass at a rate of 2-3 lbs. per 1,000 square feet and Annual Rye at a rate of 1 lb. per 1,000 square feet. Newly seeded ,areas shAI,l be mulched at a rate of 70-120 lbs. per 1,000 square feet. Adequate watering and fertilization are required to aid �tho emergence of new grass. lb. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. 17. The Frederick County Sanitation Authority shall inspect installation of owner maintained sewer line, grinder pump station and force main. 18. The sewer force main, pump statiotl ,Ind gravity, sewer line which drains to the pump station,*Ili be b+uned antl maintained by the pri1OWTV owner. Y ° f9. 'Me Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with Authority's assistant engineer. 20. The Sanitation Authority shall tapall existing water lines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of this work. 21. A double check valve backtlow prevention assembly is to be installed on any line (fire or domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside building, a remote readout is required. 22. 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 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 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. APPLICANT: TOAN & ASSOCIATES LIMITED PARTNERSHIP 360-2 McGHEE ROAD WINCHESTER, VIRGINIA 22601 1-703-665-0693 OWNER: LENOIR CITY COMPANY OF VIRGINIA P.O. BOX 117 BOYCE, VIRGINIA 22620 1-703-837-1110 TAX MAP: 43-19-38 ZONED: M-1 USE: OFFICE / WAREHOUSE ACREAGE: 13.799.9 ACRES 4 2.7-95 R�vl ed T Planning .C��pt ,cornm�nts. 3 1-16-'95 Revised.Or F C:S.k comments date.q,12-21 94 _ ` D.C.A. R.A.M. 2 5118/90 REVISED P,ER_ F.C,S.A, COMMENTS OF 5/17/90 E.L.C. R.A.M. Counl._. GAINS80RO MAGISTERIAL DISTRICT FEBRUARY 1990 Vicinity Map Scale: 1- = 2000' REVISED JANUARY 1995 gilt er t ter. cliff or 150—C 01de Greenwich Drive Fredericksburg, Virginia 22401 (703) 898-2115 r a O� Vir 9 inia 1*& associates, inc. Engineers — Land Planners — Surveyors 200 North Cameron Street Winchester, Virginia 22601 (703) 667-2139 INDEX sheet description 1 COVER SHEET 2 SITE PLAN (Revised Jan. 95 ) 2A REVISED SITE PLAN 3 PROFILES 3A REVISED PROFILES 4 MISCELLANEOUS DETAILS APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR ZONING ADMINQSTRAT It, 7—A( /'?.' p��,F,piTl�[ OP s ® URINALD A MISLOWSKY, ® NO.020674 _y 4®® SHEET 1 OF 4 L! . Q E N U _ `---- &Marker QZ_�7 STRAW BALE BARRIER NSF r 2 joints 8' W M � LENOIR CITY COMPANY 1 8" G.V. & Box �b PROP. FIRE HYDRANT ASSY. OF VIRGINIA 6 SLg ��et GATE VALVE n EC_1 Si'raw — -- .— of / o // (Typ Batsi�t — Ex_10' Drainoye & Utility Esm't 71 JUNIPER (�o t, — vv SIGN --N ci % \ 'a' �° lnv. u = 716.00 ^ry \ 360, �» /C 726.5 i 18 PROPOSED GRADE CONTOUR o W�' "�- ,� ��6 \ 1 • F.H. ASSY. 7 45' El o c �% Qn 1 F.H. ASSY. 2 71 o / 7 45' - 8" P �L ® 0. 409," fi c 7 --�.- --- EXISTING GRADE CONTOUR Q Q CE 71 ! ~ o OC W 723. -- -- EASEMENT LINE F ®o / \ N Proposed Warehouse � 5 N TIC c 0) \ \ \ — — PROPERTY LINE �� 40 / \ X 2 " FF = 725.0 x ^��CV / \ 1 /2° EL. SILT FENCE 54,000 Sq. Ft. -� ONE STORY BUILDING PROPOSED SANITARY SEWER , �. (�j� x-ti v�i �y. Q 11 r� r / Aw `e J722.5 72 (5 Qa /C 0 / rr 1 - F.H. ASSY. ��.// �\ EXISTIIJG SANITARY SEWER Oh/ s� _ / f �' �/ 5 / D� P) �/ �`�� 1 r / �, ,o'R I 14 SPACES @ 10' x 18' 1-F.H. CONN. co .0I ' c 7 2 0 PROPOSED WATER MAIN 1 c NSTIR BALEADIING \ \ ACCESS ROAD r /� II PROT. Ti C 72 _ / x ( 348' -_ 8" PVC @ 1.09q / O �/ r\ M H #3 NN o -O Rim Elev = 7 1.25 PAVED AREA / UQ \ �� Inv. Out = 7 7.25 / / �w �� 01' a • �� = o \ Inv. In = 7 7.45 N V� 10, X 15' x 5". \ \ \ \ \ O \Q\ CONCRETE PA 4, D CONSTRUCTION ENTRANCE C)/ h \ C� ' /C 7 \�`p' 1�2"-2� BASE >81 2 so p a IV,� QP / / FIRE LANE REQUIRED oPC,/ O / Q A M9 � O / <v \C0 ry J Aq V a �`,� Q Al ✓; D / / Q °4o // � U � 2 � � � O�� ,� O\ o• ^ �7 zt,CO '1, /�N j/ , v es 'S q t sue°/ �/ \ �Q,' ^M . °// /i of (b ry � / s S� 4 ss� ryo// / / ' / / ZQ Q�� / � � _ . �° �• _�'. �'j ^�y rn �� 9=r _V A/CIV 06 O o / o �, a �c� r F9Q° ,moo '� o _ / y �Zs. /,, qs M / Q� �° h ��' qy< OJ t�^� / Q�52 /\ HANDICAP RAMP ACCESS REQUIRED ®/th /Y eo// ` wX �� oQ �. �< O; o !�¢ �� X727.0 v 5' Detectable Warnings on Walking Surfaces: R oQ C/ / / p � / ��/ % �� C dk Qy / C \c O�� /� ^� �Q / m/ �• y� ; Detectable warnings shall consist of raised cy / truncated domes with a diameter of nominal M /nto Ok X /O0� `e �Q� ��C o� / m` 0.9 in.(23mm), a height of nominal 0.2 in. / "' 0 3 2� / .e (5mm) and acenter-to-center spacing of Fk ti NCE o 4 h , / Ek 8 S / ` ,_ o /�2 �_ _ �� ►j " 4J �w nominal 2.35 In.(60mm) and shall contrast 8 S t1•e / Q o ,Q / �p�8 / $ / visually with adMning surfaces, either light- eKe - 8,-O / / 1�� Q �.� O O O r5 a/� F �. `hoc Q vC> on -dark, or dark -on -light. \ r _ rEFQ� The material used to provide contrast shall \ _ \ � � - o be on Intregral part of the surface. Detectable warnings used on Interior surfaces shall bV/qf O O rZ6• L / differ from adjoining walking surfaces In resilient or sound -on -cane contact. Q 'V / lc,� v�` (See ADAAG Section 4.29) .o v-0" x V-6"x .080 ALUMIMUM �� 4� S �O� O /0� O h C ACCESSIBLE PARKING SIGN \ /3 \ V (V o O o� / \ ^ O WiTH INDENTIFICATION SYMBOL, ¢ \ �0 �� V p �Y / O y V l J qj V/ \ `0 S BOLT TO STEEL TUBE W1 3/8" \ \ \ // �� C O' / G O �QO 72 CADMIUM PLATED BOLTS, \ F�./ \°c g� • , ^ ^ o a r /O� a � h0 ¢°°, a NUTS & WASHERS. 726 SIj \ / ,yh �¢� /j // •��/ / / / P Q� �O / o C, ., Q' c x c of / 0 ; / ') C /o` O CLc >26 °nst�vc '/ pro �cpJ ��Vj �r / 10//wry O /Ay F EXTEND INTO CONCRETE FILLED a I ��A R `\ too 2�So Of0` �C ` Ol j� ��/ •� �} \\ tr �1 C �C o _2 / PIPE 2•-0". PROVIDE WELDED / / R Sp FX 8„ Once Y. e O Q �SO / PHASING WATERTIGHT CAP. 2"x2"x.188 / \ FQS q \ / �r CJ 1p. %R � / STEEL TUBE PAINT P&L #6118 $ Q A I, 20. / 7 h �"�`COFFEE s 10 / �% �,Q /� LINES INDICATE LIMITS OF PHASE O FF o \ ^r \ \ to t ONE CONSTRUCTION. REMAINDER 1'-0. x V-6"x .080 ALUMIMUM GJ C q '`/T T in \ ON \ / 22 F ,�'O / Q� VAN cr,ACCESSIBLE RADAAccEssleLE" VAN q� / / r iTyNFCT FgFi�c Tq,� C�,.b F�- 9 / / / New be o f ; o S ACCESSIBLE r r F cF ¢ / �S i�t, �e p%p OF SITE TO BE DEVELOPED OVER RKING REQUIRED BOLT TO STEEL TUBE S, NU a A-• T e� , o f Q s (cc vt\ /� 2 rqF /,�'�o� a ! / FIVE YEAR PERIOD. CADMIUM PLATED BOLTS, NUTS & N / qA �i ` 2`x -+ ' ' Qg SQ% �6 far 'C\ QO / r 4, 4, e REHOUSE SPACE = 130,500 SQ WASHERS. INSTALL INVAN A / l ey,c �e 6'T 2 w/ T cy 29' 6• q ACCESSIBLE SPACE ONLY C O '9A M O\ \ ( / n @ EMPLOYEES MAX WORKING IFT / / Sq �" j°/tic qr� 8 2 Fgssy ?9p @ 50 PLOYEES - 33.33 REQL)I D s<FF86r 'p0,9O Q8 s ��, ,g. S2 OFFICE \AAREHOUSE = 77 "/ SQ. FT. _ p PAINT PIPE BASE YELLOW ; / / Mop \ �� - �\ 1 /4 FACILII'`� IS OFFICE A,, OFFICE SPACE = 22,1<(/ ,. FT. PAVEMENT ; ; prop @ 1/400 SO. FT: = 55."-QUIRED l (t° b oIs, >2�'S C7. .,30 o c s �+ c 1 ox GRAPHIC SCALE WAREHOUSE SP! 58,125 SQ. FT. / Or,/ed� �2 ��ceo 4�,� eR �.°� / / �C%/ 40`50 o Zs 50 ,00 Zoe @ 2/3 EMPLOYEE` �Q X WORKING SHIFT Z / �N/F ) SO @ 16 EMPLOYEr � 0.6 EQUIRED 8"0STD. STEEL PI e� PE ° ry ._ F f LED WITH CONCRETE7. Cat y C Co��\ \ cqF8 O�� ( IN FEET ) TOTAL_ SPACIF < _Q'D. = #6-14" LONG BARS O C, % 1 inch = 50 ft. M , e TOTAL SPAC' C7 ROV.-142ACES EACH WAY THRUPIPE Shp p�� T 8,2 k8 FX\ L 50 \OS 1,6" 0 CONCRETE BASE DO TC 0 �/ %Q /2'' LOADING .;E , -6" 1 /40 �� FT. FL 2' 4'-0" min. BF p��9 Scoter \ � <q0 McElroy Metal Mill, Inc. @ Q OOR AREA ACCESSIBLE PARKING q� ee @ 23 00 SO. FT. TOTAL FLOOR A A NOT TOscALF -slope i /4': t F ti<F 6 S CES REQUIRED` NOTES,NOTE: ALL CURB & GUTTER TO BE CG-6. 4 Ex. CulvertFCs9 Vp�l'Atfj gFprjT �� 2 ; 1 ACCESSIBLE PARKf K, SIGN SHALL CONFORM WITH CURRENT SPACES PROVIDED FEDERAL, STATE AND LOCAL CODES ANDREGUTAT ,oNs ALL FIRE HYDRAN-�S TO BE SET 3 ft. 130, - 18" RCP 0 0.58% t�°" g°\e SITE PLAN REVISED JANUARY, 1995 BEHIND CURB OR OI=F OF EDGE OF Inv. In = 723.00 SEE SHEET 2A FOR CHANGES. Typical Sidewalk Detail Inv. Out = 722.25 2. VAN ACCESSIBLE SIGN SHALL CONFORM WITH CURRENT A FEDERAL. STATE AND LOCAL CODES AND REGULATIONS. PAVEMENT AS APPLICABLE. t 3 �r RTE. 861 REVISIONS job number: 9211 ��,f.Tli �� scale no. date description b ckd. �, y� 1 = 50 1 3/7/90 Revised Per FCSA Comments hh RAM date: FEBRUARY 1990 �+� �f gilbert W. cliffor & associates, Inc.OAR (6 A Z'175zai S 0 C ZA TE 2 3/13/90 Revised Per FCSA Comments hh RAM cc 3 3/27/90 Added Parking Curb & Gutter hh RAM desi designed b : RAM Q C. E MADDOX CATE, d. S eat Stonewall Industrial Park 2 4 5/14/90 REVISED PER FREDERICK COUNTY COMMENTS E.L.C. R.A.M. g y CERTIFICATE No. 5 5/18/90 REVISED PER F.C.S.A. COMMENTS OF 5;17/90 E.L.C. R.A.M. 7091 W Engineers - Land Planners SITE PLAN 6 6/12/90 REVISED, PER V.D.O.T. COMMENTS E.L.C. R.A.M. drawn by. HDH � Surveyors of 7 6/20/90 REVISED PER F.C.S.A. / FIRE MARSHALL E.L.C. R.A.i\A. approved by: CEM P ES'S10 150-C Olde Greenwich Drive 1 200 North Cameron Street 4 8 1 8/7/90 REVISED PARKING, BUILDING, & ADDED SIDEWALK E.L.C. R.A.M. Fredericksburg, Virginia 22401 (703) 898-2115 Winchester, Virginia 22601 (703) 667-2139 FREDERICK COUNTY, VIRGINIA? 9 2/2/93 Revised Phase 1 nrommnd wnrAhnuse MH #2 and oarkina D C A R A.M- 0 rju Elev. 0 Detention Pond 7 716 Z-oned: MI joints 4 "I n 8 Wix Use: Commercial & Industrial Listrial Detention Pond By Others 6 I-ee il 8"4" lee i & 8 )< 8 X C.v & V B X B X Wo ter '`Easement '10 1 Fire Hydrant Ass., 6" W/M 1`V gore G\N yet Inv. Out 71 .00 17' W/ES-- 77T -250 jaA. i ----/ —1— — — — - IP P• (3 - 1 - F.H.---7' Z7— —1 —6 DIAMETER STEEL PIPE (Schell 40)tA3--) T 11 1 "1, — — -- . /I Provide two bollards. Point /C 7P6.5 hydrant nn,-4 k j, I ."i - , PAINTED YELLOW AN[; $ iz� , C. Crus yellow FILLED WITH "'ONCRETE UU (See detail C-) STR. #1 2,f 0 Type = DI-7 (relocated) U-) 01 tPa YJ / Top = 7')0.50 C"i 10'X10' Durripster Pad J ; r-, i eh. C. Inv. Out = 717.00 With 15 high o�aque E REGATE fencing and la ched Inv. In 18" 718.25 gate 0 SQ9 Inv in 2 4 =717.4 5 Ce Prop0Sf,:,,,d .....Warehouse 91 LO 1�0 F F/ = 725.0 t- N 1 A� 3/0,000 Sq. Ft, Buildihg Height = 24 ft. 18 DIAME TF'P (-C)NCRETF* PHASE 4 r 8" G. V. 3/4" Meter 00 Y r IV' Prop MH #3 (relocated) Rim Elev (b 4 n. —4L U z i3l z Inv. Out - 715 96 12, Xv --4 C) 3 ft. v t- Inv- In 716.16 0 C ('0 441 01) C7 cleonout 0, to Q) Required 0 0 STe- Q) #3 TypDI-7 Mod, for 0 Top, 720.75 Straw Bale -1 / 1 0 Inv- In 718.00 Barrier 0 0 Inv. Out = 717.90 QJ -c- Q) 4b '5 Q) C)' Z5 C) EX P H. S Y 0) Topping Sleev and Ive .119 (z) 0 Qj Q) Top to be m e by FC 110 Qj v Z, 8" GV- 0 4,() BACKFLO P R E VE N TE R 'cr, (j 70 6- , - F �6 � C-1 Y 44- (IV --FIRE SERViC TO BUILDING • ';'0, '14 C) V PROP. UPRIGHT SIAMES Loading dock door o FIRE DEPT CONN. WITH 6" DI A$ Typical of 9 b � TEEL, C C. FILLED BOLLARDS 9q0' NID E q- 91 19 0 ft x 6 ft conc e-�c d Set ft _off .-cFf b-6ilding edge. S TR. #4 S�- Type s DI-7 Mod. for Height Top 720.75 Inv, Out 718-50 01 0 BUILDING MOUNTED SIGN LEGEND 50' SIGN AREA NOT TO EXCEED 0 20% OF WALL AREA 6��o 'L4 t 4 p—, I I .. EXISTING ASPHALT 07 Q) 01 04k 0 'v,' C) Q) AGGREGATE ACCESS ROAD/FINAL p (IV Ex. MH #2 to be relocated Q) \ ERAt as shown Ex. 70 ft of 4q V-) sew er line to be removed. SITE DEVELOPMENT SUMMAR)" 0 f / PHASE 2 AGGREGATE/PHASE3 ASPHALT Prop, MH #1 " (relocated) AZ - Rim Eiev = 726.00 \ \�\\I� ,f` M , _� - G-12 6 1380 ACRES E)(ST'NG LOT AREA Inv. Out 722,65 REQUIREDJ. ....... ZONING I .. ...... PHASE 2 ASPHALT CURRENT USE OMCF11WARFH0VSt- Ex. Curb and Gutter to TAX MAP Tu4j- 19--j8 ec • c: -FQ 5FTBACI(S. FIRE LAN E FRONT 75. 0' 25 0' SIDE TAP$'TO FE MADE B Y !`CSA a, V, REAR 25. 0'Ly4 .0 ALL REMAINING PAVEMENT AREAS TO BE ASPHALT IN FLOOR AREA 219,800 50 FT NOTE: PHASE 4. FAR ALLOWED 1.0 THIS IS A PRIVATE SEWER SYSTEM. A FAR PROVIDED 0.36 FORCE MAIN, PUMP STATION, AND GRAVITY SEWER LINES SHALL BE 4- 0 1 WAREHOUSE SPACE 142,300 50 FT OWNED AND MAINTAINED BE DEVELOPER. EMPLOYEES PER SH/f7 NO Of 9 S'ITF Pl,AN REQUIRED PARKING Rt 8 '4 _LNA C W 714 Of -FICE SPACE 79, J75 0 11250 SO FT h)fi WAREHOUSE SPACE elvo Of-f-ICEIWAREHOUSE 142, JOO SO. F7 J14 58, 725 0 1/EMPLOYEE OFFICE PARKING REQ UIRED 77,5 J WAREHOUSE EMPLOYEES WAREHOUSE PARKING REQUIRED 5 > co, zt!ll) J TOTAL PARKING SPACES PROVIDED 95 IV 4 P TOTAL PARKING SPACES REQUIRED 90,5 4 HANDICAPPED SPACES REOUIRE0 4 GRAPHIC SCALE "'A HANDICAPPED SPACES PROVIDED 4 25 so IDO 200 LOADING SPACE AREA -T. 219,800 SO. f LOADING SPACES REOUIRf"D 5 5 0 1140, 000 SO FT LOADING SPACES PROVIDED 18 n7 '4EI IN FEET LANDSCAPED AREA REQUIRED J 45 ACRES 0 25Z PLANTING 5CHED(TLE 1 inch = 50 ft. LANDSCAPED AREA PROVIDED J. 45 ACRES All wate- main to be PVC SDR "I C`0,WVC)N NAME SIZE OUANTITY All sewer e to be PVC SDR �5 PARKING AREA LANDSCAPED Rt-OUiRED pp1 5 D E C E M B E R 1994 PARKING SURFACE AREA 41600 50 FT 8RAX-ORI? Ff -AR CAL. 0 4' HIGH 30 AV Rf-OVIRED PARKING AREA LANDSCAPED 2-280 AT 5Ar OF PARKING ARrA . Toan i(ci PARKING AREA LANDSCAPED 2 J90 562 FT & Assoctes PARKING LOT PERIMETER 2,000 FT DOGWOCCI CAL 9 4' HIGH TO PERIMETER TREES RI-0411RED 50 EA 0 f -r AT I TREE14 1H SPACE TREES REOUIRf D 10 EA AT I TREE/10 SPACES Revised Site Development Plan TREES REOUIRED 60 EACH 4,4 Stonewall Industrial Park CANOPY TREES PROVIDED 60 EACH C\ 11 Frederick County, Virginia s. ZRONALD A. MISLOWSKY, JR Z DISTURBED AREA 10 ACRES LIGHTING SCHEDULE' NO. 020674 Gilbert W. Clifford and Associates, Inc. SHEET S,vVL?0L QUANTITY POLE- f-1)(TURE F1)(7LJRE QUAIVT17-Y Engineers Land Planners Surveyors 2A Revised per FCSA 1 Feb 1995 JLW 150 C Mole Greenwich Dr. 200 North Comeron St. -0 F F3 15 15' 400 WATT MERCURY VAPOR 7 Revised per FC.SA and Fire Marshall Comments, 24 Jon 1995 RAY FSS/0-NAL-NG Frederick8sbur)15 Og, Virgimot 22401 Winchester, Virginia 22136021 4 (703) 89-2M 661-9 Authority Zoning Ad !nistrator Date 725 1710 O!cn c? -4 STR:' s � N tG W N CO r� O O C N rJ7 D j II II O S c C c c Existing Grade Proposed Grade A"^'RAF _ `Yo 205' 80' RCP 0.61 Q FOR REVISED PROFILE i ( See Sheet 3A of 4Cr ) z W cc w wz 0 W 3 1 2 3 4 Culvert 1 Culvert 2 jMH OM�H#1 �' ¢ C' 0 pp A Cat N Z Q 3 Xlt+j ; L cr (D N 0) i► Go " Cyf "x l� w � w c 0 m m I g CC W ' C : c c 3 U � ' 0 0 2I W� � to 5 > T �f r2 DO °° 11 j i f li ..-Existing Grade Proposed Grade I' AIII L 725 _ -- 3' Minimum Cover Required EX. 8" WATER MAIN � ; - -- _._._..._:_..._.___--- — ►-.:.._ �4" D.I+Sewer Lateral 110' - 8" D.1. Sewer / ! at 1.0`vo stub out and caps @ 0.50% 4 I a 70 L.F. oflExisting 8" Sewer to.be removed CL 1 N W W U X t 7155 I w d ! W m LU w 1- O ��{ p C7 o f- x 0 Co of u% i ao Z co eo J N —ram.•- � t0 14 1 2 3 4 725 720 715 i 710 AW I 3 , PWV N N O cc n st � N 3 N'n� NON NI1N� C •- x r� �n r� w' n N �V�LU r_ 11 ^ n It ^i' C tc j MCO s _ c Wo cv M ao { _ C _ Q c EX. GRADE PROPOSED GRADE f� • pVC Sewer @ 0 6 _ 1 31Y t3" r _ . - -- PVC $ewer 18" MIN. - SEPERATK)N RED'D, IJ 9� e FOR REVISED PROFILE L of Sanitary Sewer from Pump Sta. to Manhole 4 ( See Sheet 3A of 4 ) SEWAGE PUMP STATION CALCULATIONS 144, 00 sq. ft. served. 'r Estimate .10 gpd / C4 r) Daily Flow to Station 14400 gpd r- @ Flows 211 hrs. per Day It am= 10 gpm x Peak Factor @ 2-5 w Design Flow a 25 gpm Static Head - 719.5-712.67= 6.83' co Friction Head Losses thru 2" PVC Force Main Force Main Length 650' H If 2" PVC @ 25 gpm ?� Additional Head Loss 150' a 1.27 ft./100 ft. of Pipe Equiv. length = 800' 9 Friction Losses = 800 x 1.27 = 10.16 ri $ 0 100 ~ fV n a ti - Total Head on pump = 6.83 + 10.16 = 16.99 Z = 17' TDH g e u w Pump Design @ 25 gpm @ 17' TDH I a�gZo3 O cn u_ �aaa0 .0 g AT 4' WET WELL 3 a a a 0 1 ft. vol = 12.6 cu. ft. 0 � 0 112 ft. vol = 6.3 cu. ft. = N r � Cc working vol _ 47 gal. GRAVITY SEWER PROFILE i 8 STONE AGGREGATE rafully Compacted lect Backfill i,. 4"(min) w"CONCRETE (typical) CONCRETE CRADLE Existing Grade Proposed Grade -. PFCdP. r WATER MAIN.- _ \f 18" MIN. - SEPERATION REQ'D. I 'f � , 20' D.I. CL52 W/M REQ'D. CC, U, z CL .I 5 6 7 8 REVISIONS _ - - - , c d.__— Job number: 9211 no. i date description b I RF"',rV PEP F. C. 54 R.,Q.�. date: FEBRUARY 1990 �t�}L'F`J /�il4�iCIN •. °' � � Ft ,;,6�Y3 '1 Z •- -r-4 h r/t /4' F/! ,. f%• -- - 3 `$ Q"�-y�S'f '., -__ designed by: RAM �- � f'i` '�%•'� /�r�+�r" j..�s•„� ��, 4 _ .c.t,,,?'i s '. :'Y. G.`•i 4 Jic � y., - ___ .__... _ .. ...._ ... i 1 7: r'.T'I'"�/-"e..�'•. .lib- -.- t .�% .:rr awn by: HDH I _ • approved by: �i 8 2/Z" bcatbn c f W 02 - 19 1-16-95 plat 1, 12' _ ► - 18' 14' F C. a Stops to be sama as L Ex. MuGhse Road Cross slope. c EX. PAVEMENT L a, 4. U 1.5" S 5 3" B-3 8' 21- A AGGREGATE ENTRANCE CROSS SECTION not to scale W N r 730 w , c� i 725 720 I I # 0 i I W Cn (: +L a tz QX i X zz 4 co jj I 730 , _, _ 725 2 C4h� C 730 10 N ` N LO n " ►- 725 _ Proposed Grade Existing Grade ELL720 71# FOR REVISED PROFILE 7 ( See Sheet 3A of 4 ) 7110 1- S-5 3" B-3 6" VDOT 21-A AGGREGATE ED BACKFILL 'ION 1 CULVERT # 3 ACCESS ROAD DETAIL Not to Scale tM CROSS SECTION TYSON DRIVF EXTENDED EX. GRADE PROPOSED GRADE r _ i --- 36" MIN. COVER REQ'D. 8" W/M 1 l I 1.3" SEPERATION I W XUJ _� w w D.I. CLASS 52 PIPE < w REQUIRED FOR WiM 1 `t w +o < 25' BOTH SIDES OF " = O SEWER / STORM CROSSING CL •- wcou_ao orz M, « . I ;. C) gilbert w. cliffor & associates, inc. C. L MADDOX, JR. Stonewall Industrial Park CERTIFICATE No. Y 7091 Engineers - Land Planners PROFILES Surveyors i AhFESSIOh 1 50-C Olde Greenwich Drive 200 North Cameron Street 17redericksburg, Virginia 22401 (703) 898-2115 Winchester, Virginia 22601 (703) 667-2139ITERECK MWTY, A scale HOW" - 50, 11ERT.1 * - -T » w sheet 3 of 4 0 Q U O Lr) LO W N '4- c6 f` O .- r- O r- O r` I o �^ r 00 A H- N - N I- II r^ r..,.. 11 zz0 :D U)0»> Z Z Z r- O (n !•- I > 725 z_ ----_ ,N - ---- . _. -- ---- -- -- - --r- - - �-r- 720 _ ---- 20 '-30" RCP 0.50% _ - I i I 715 -- - --- - - - --- 4 z z I W w i W o- cD I < i ! 3 3 I I II 00 � -j>" x z N CV N (V N N M N Ln N r - r-- 0- 00 1 +00 2+00 5 +-00 Storm Sewer t'rofile 0 w Q Ln ,r, w w N � 00 r-� O .— •- O O O � oll o � oo'�� II oWOt II N�!D zz0 r- II :D O II z0 II ha- > ��0» Z Z_ (nF_zzz cn ►--__ 795 720 715 16 N r- -31z 00 180'-214" RCP ®0.25% �200C'-118" � RCP .25% I tn' O N N N' N N MI N V 1--- - --- ------�-- ----- ---------�--- -- 1 +00 2+00 3-1- 00 Storni Sewer Profile 0 It, L6 N O o p �r- O r� e-- r_ 11 r` N� II �0 �� II O III z0 II zz 730 QNN wI- ------� - ----- - -- --- - -- ---- ----- - ----- - z ,n Q II L T- i 2-- �ONafOO�r� H Q I- �O Q��W w0 F LL (ncry �co Ln � C Wr` >Jcc II 3��<t� D F- Q v ��Z�aQ 7 2 5 o-- �, n o e - ----. _ -- car -- - - -- -- ---- --- - I H ---- ?S Nam- Jm >-- N 720 715 0+00 �-o 0o 011 r. . Ni raj N N N 1 + 00 , 2 +-00 3+00 Sanitary Sewer Profile 4+00 720 715 o6 N r I 4+00 Z Q W CK O 0 O H- O Mar 11 00 X0� W i,z -___1725 20 715 710 Ex. Manhole Ex. 9ench Elev. existing grade \ FORCE MAIN TO MANHOLE CONNECTION not to scale 1t' r (me mat TIXOUT A TzT�C-;— F- Ir DIPS 1 RAIL, iD IN t VALVI 0 1/S8' 'r J PLAN VIEW ' VCNT w/ 9(f z W S I[3 IDIL ALMINUM b 4' z 2 1/'d z 2 1/`t W ArAioo R>ow7Y SEUr CONH C71101i , NvaoUr (GTR FL 10 c b ba �E 1 II i'�� II r t SUPPO elM a M.. Ir KDUT BIDCPN PANEILA MPA--4SVCSK (4ry DRAW _ PARKA MODE PA-6SVCSK (6') SECTION VIEW Doss A Ca uete %d Pad _. 2D'>< 20' Sqlare $hope Orly - N N flush with 1. CLW KM VAULT 3R7PP® A8� VIOG n(6 A"NOYD(ATELY 26,000 L33. 2. o" AM eo0098 D0UMJ DIMMR case w/Mrr=II) WPA33 cV N _Install Surrounding Surface N N r• N r' N r` N H FII- II � z o in i o '� --- VALVE PIT DETAIL _ M Z = "S. > . �. _ CaretuNy Compacted BadcfW Not to Scale Z ------------ - - - 730 i INSTALLATION DETAIL SHOWING SKID PAD FOR PANEliA CAST IRON CLEANOUT CAP NTH BRASS PLUG HANG A. COUNTERSUNK SQUARE HEAD ARM FLUSH NTH SURROUNDING SURFACE. P - ANEW MODEL PA 4SVCSK (4') 725 PANELtAMODE1 PA-6SVCSK(6•) GRAPHIC SCALE 60 — G y SOIIARf SHAPF _--� 50 0 25 so 100 200 130 -8" PVC TE PAD �2 IN FEET ) - -- - — — 720 I --� 1 inch = 50 it. N 15 DECEMBER 1994 - 3 i*____�__ Toan & Associates -��---` 715 SEAR LATERAL NTH CLEANOUT SEWER C:iAAIOUT CAP AND SKID PAD Revised Profiles 0 TYPICAL SECTION TOP NEW NOTE: �IFIERE. li?IGTH OF SERVICE LATERAL TO USER EXOs MAN o Y SiiAtl61 Stonewall Industrial Park All water main t o b e PVC SDR 21 FURNISHED AT THE PROPERTY nMISLOWSKY, Frederick County, Virginia,5+00 All sewer pipe to be PVC SDR 35 SEYMER CLEWT DETAIL Gilbert W. Clifford and Associates, Inc,. SHE)r Not to Scale ., - - * -- .,.-- - - - �•- ------ 3A Revised per FCSA and Fire Marshall Comments, 24 Jar 1995 RAM SUBMERSIBLE GRINDER PUMP Duplex Stainless Rail System Pump Station to be Peabody Barnes Model DSRS Submersible Grinder Pump Duplex Stainless Steel Rail System. Pumps to be 2 - Peabody Barnes SGV 2062L 3600 RPM, 2 HP, 3 Phase, 60 Hertz., 230 V W/ 1 1/4" NPT Discharge Op. Pt. 250 gpm @ 17' TDH Motor Winding to Class F. Model: DSRS Pump Station shall be have 48" Diameter and be 162" Deep. 1-1/4" Discharge Duplex Control Panel In NEMA 3R Enclosure for 230 V / 3 Phase , 60 Hertz. Power Supply with Alarm Horn and Light. To be Peabody Barnes Vestrol Pump Controls or Equal. SECTION 7C PAGE 7 ISSUED 11/89 UPERSEDES SPECIFICATIONS 11 r BASIN: Fiberglass wlIh 3' Antbflotauon Collar. FLOAT POLE: 1/Z' Sch. 40, PVC. DISCHARGE HUB: SIW with Black Asphalt Coating. BALL CHECK VALVE: INLET HUB: 4' PVC ( For Field Installation) Quantity' Two COVER: Steel With Black Asphalt Coating, Vent and Housing: Cast Iron LOCkAbW hilniged Access Door Ball: Phenolic BAIL SYSTEM: Oty.Twlo. 304 Stainless Steel Channel GATE VALVE: BREAK AWAY FITTING: Ouandty:Two G:rAn"r1 Two Material: Bronze Stwiona.1" Cast Iron EXTENSION HANDLE: fVok%bi0v Cast Iron Quanta y Two rJfByNN'89m: Bursa N Diameter 3/8" PUMP BRACKETS: Qty.Two Each ,304 Stainless Steel Material: Stainless Steel JUNCTION BOX: Nartla 4X with Cable Connectors LIFTING CABLE: Quantity Two,Stainless Steel ELECTRICAL COUPLING: 1-1/Z" NPT, PVC with 2100 lb. Breaking STrength, LEVEL CONTROLS: HARDWARE: Stainless Steel OLWIT10 Four DISCHARGE PIPING: Stainless Steel TWAT: Mercury OPTIONS: Depths Other Than Listed:intermediate flty01411l1g: Pipe Support for Depths 12 Ft. and Deeper, Raised H0ti9tn9: Polypropylene Discharge (Consult Factory); Low Level Alarm C Ord ' 9.2 SJOW-A Float; Other., Peabafy`&3pnes 851NormMairge.e1'40,..,M �iOsag02 Phone 41 y/j2; GRINDER PUMP DETAIL b" 3S SDigo'. it --- by • a -hated SDR 35 Spigot by I Fxtory Fabrxated SDR 21 0asket.d SDR 21 Gaskrtee Bell Be11 45' Bend--- I e11 by SCH 6.11 Adapter ( Test T- (wfei I+ 40 Solvent Weld R... ss.d Square- �C Head Pluq ) SCREW TYPE ADJUSTABLE VALVE BOX 10 0 AUOE INSUL ATED COPPER WIRE ALL THRE AD ROD - PANELLA MODEL NO. PA4SVCSK FOR 4' PIPE r we ? ® PA6SVCSK FOR 6• PIPE ra ti, u.;,. 6 ,n so 2 a, �1 R I sk4d e Pipe 6 Frttvps SCH au !, SDR 35 a"x 4' ,` Solvent Gasketed Bell WY* III' Length_ -{I- I Weld Cap of SCH 40 Pipe 20" O 1 I 1 36 "tin I Cover Treated 2'x 4-with Z" Top 6" Painted Green ., 4- Pipe at 2 00 m r Min-^ Cade ALL f ITTNGS UP TO THE FACTORY FABRICATeD TEST TEE .0 ARE TO BE GASKETED BELL. THE TEST TEE IS TO BE MADE FROM TWO SEPARATE FITTINGS SOLVENT WELDED TOGETHER IT VILE, HAVE A SDR 21 GASKETED BELL BY SP GOT ADAPTOR JOINED .'* TO A SCH 40 SOLVENT WELD BELL BY BELL TEST TEE THE LMION OF THE ADAPTOR AN) TEE IS TO BE PERFORMED AT THE FACTORY THE TEST TEE, NIPPLE, AND CAP ARE TO BE SOLVENT WELDED TOGETHER AS A UNIT BIFORE INSTALLATION AMENDMENT NO JUNE 90 SANITARY SEWER LATERALLATERAIQiAIL 2'R T 13' 1':1' 7" The bottom of the curb ana gutter may be constructed _ parallel to the slope of sub- 6" 2 0 surface courses provided a This area may be concrete minimum depth of T Is at the option of the contractor maintained This curb is to be used when Note Comb. curb 8 gutter having a radius of 300' or less (along face of curb) shall design speed is 40 MPH or less on Rural highways and 45 MPH or be paid for as radial combination curb 8 less in developed urban 8 suburban gutter. areas. This item may be precast or cast in place. Concrete to be Class A3 if cast in place 4000 PSI if precast. COMBINATION 6" CURB 8 GUTTER ( CG-6 16" CURB 8 GUTTER ( CG-611 NOT TO SCALE HALF PLAN TYPE A TREATMENT A HALF PLAN TYPE B TREATMENT L 36" MAX CLEAN -OUT 4L T_ QUALITY WATER PRODUCTS MODEL PANTIGHT. ( ASSEMBLY NO: REGIRiFD ) WITH HEX -HEAD STAINLESS STEEL BOLTS O.A.E. mai CONCRETE PAD 1'-6" SO x 6". USE IN ALL AREAS NOT N PAVEMENT BARE WIRE WRAPPED AROL04D VALVE BOX 136" MIN - VALVE STRAPPED TO MAN .VTR MAN STONL AND BACKFILL GATE VALVE DETAIL W-4 •-.00.,.j WATERTIGHT MANHOLE COVER For muaipw line fnitollotions Dimension D to to govern Ina protection oulslde the chonnl width (W) On ony Secondory Roads installation requlnng aros,on control treatment where no endwan or andsochon is specified on plons,conatructlon IS to Do in occordonce ..In Osiail 2 shown obova Type A or 8 treatment to be 0e apscified on the plans Type B = The fop 6" of the stone Pall be grouted in occordonce calm section 4iEl 09. except that the portion below the fop 6"rnay be choked with fine mOltnai Rip Rap Filter Cloth Beddog to De R1Sfolled under all erosttxi conga sfone in accordance with the specificoi,ons r'I• Trench Width as Regwito PLPk 1 PD-0- :r S.-tinq to be approved prior to imlallahr.•. w�r.T VARIES AS RFC 1) /- BARE WIRE WRAPPED AROUND VALVE BOX 10 GAUGE INSULATED/ COPPER wtRE SCREW TYPE ADJUST AB ALE VALVE BOX i I/ to the Mam Form Board as Reg d Note All Ihre+d rod to be sl Bonn•. •. steel or tar coated PRnrII F FIRE HYDRANT DETAIL END -SECTION 12"-60" PIPE ALTERNATE END -SECTION 12" - 48" PFE LES - I HA Wd W dew 0i6-40e11er16 ia6 end m aAkl a d-Sethi Iisaowiewonfootant-teetlrw /sl:�e.,doeltrtawbreeara - -- x)----- X I x I ---------- X E Concrete to be -- - -. E Concrete to be Class A4. I Goes A4 PLAN - PLAN r - c _-r- B - (_c 4 tr6rh i y' or SSW r g A �. -- D ---- -, I - E - SECTION X-X END VEW SECTION X•x EIS VIEW U&SECTION SONS DIM A 8 C D E rl 4' z-d r-d 4-cr Fe 15' 6" 7-3` r-9" 4-O' 7-6" r- 9" 4'• cr 3 O 24' W- 3-T r-6"- V- I" 4-o" 3d t-d 4-6' r-7 6' I'T 5-0" 1'' 3 3' 3' 2 10 ' of -it" fa 0" 42' 4g 1- 9" 5- 3' Z-it" 2!-7' 6-6' tff=r r Or r o s' d 2 3 5 2-9j, 9'-2' 7-6 -11 5-0 - EN DR*NSK*M DON _ENDSEC A a , C D E 12' 4" Z'-d Is" 6" Ki 6' (" r 6• 24" q"6' -2''-3-e +-3' 3" 4-0" 36 I' 3 - f40 ' I 6-0 42w-- 1T-9T s- •11 8T2 -6- 48' 7-0 NO'E ttiie Mryths tli.e4. m Prrw are dined on E-6 Saran dnw shown IM diwno to deco Qr crown tr sv "V, *4111. -1 0. red-d b, fee Oithran. d..ane0n -,.' SLDIPE DETAIL ES-1 DETAIL 01- 3A - 38 - 3C, .4.e'sn.a o„r.0 Bee. 12"C=<io w p,c.r w oa o ue eq«eni Sheei I Of 2 -- - -� w OOA:ry rDM,t11 N rrMM NflwMnl !-to"--� In kwofdowspr iso 2'■4'rwchmaybeovio.dSee Slandoid TDi 3,4oaellnotodesigrl o5w-a.n. ,4 2;.tt.� Gal.an,:rd �- -For ontxi es at info) F,ome a Coe, Govoretsd plate lobe bent I e 1 G Y� see Std IC-2. anmglaatbe' 30'amnle � 2Z e- -her C ba onchoradw4b i'x4'stud rY B connectors .gilded to beret to -T / -r--- Mnr Pia r '!� ,o Saul -s- r �T T• f • TYPe A Type 9 TTT-T I .��--�}1--_.{{�-ff:H �{;---f{{--}};��-.1}•--.{�}..+{---�}}--.-}}► �{�•---}}�---•�{} }}}----�}�---}h��1---s S'•o tit NOSE DETML9 '' B' �-1-L ++a �-•A-+ +-i-+ •/--F.-.i 4-�-4+ Mr e C enrl yosr .-- tin A - 2.p _ r2- fli T- II II A Pew d cwe / i' l t-p a n Baia a Eeeerw.on 4rn IY'ssn /I q -ll,n E I.rowio. t Aar4 If nail w arnowov.d In YMen { Cwb or with loupe. or Cr. o.Vier 1s to 64 4wwtoo.lseearroil 1 i •-�- t'-e -�,•F -sa: PLAN SECTION 8•8 not 20 - - - -- - - - -{ t� i e' - Y `'- -- ----- ------ B i i---- A=O' - IrPd twrrt Bowl hrs0,.t Awoeck 4WI& ra-i r T L.l �" tyro Gww a.r4 F Ban C B t Yn son I _r I Mwe not. 1 • •! nkowa4r la Type A roso dalal &AMI be uold a2< a SMw 1 i Hordware Ciotti I w.n /oIe .tkc0-1 s cG-r sloneare. i 0 trpa s , .• du.1 .na, a..,.d ; I FRONT ELEVATION win CG-2 a CG-6 srwcoarea i Sipe an io ea rw.o•NI ,p IL �_ pro.taeo can_ " o In M •+en cue Mr, f Ih s drowse.• w.D,wi�w b. 14DMe . . 4 D n Qaarw c wrrar oo.. n.,r,er men via oo•i,r to am.. nbbasa roolw:n rw•9 •• F. sroD olio.•• A d 1e4 .Yucca""'' -o of One it, 10 �, be IMPed caw �- <4.•e•x m0"o" V Irow w:•t 2'r'2 p1Utle Igrd.Y:a J S10 $T-i pra.en sio.a, nq •r pan enq of •o4r Nn,e. SnI 00rd r:r,. �n0, becUn1M.(:eJ ..,n cOnt •r't ..,.cr"r* 7-0 :001 IV Mall W40'.4 aha be Nc60e4 .n IM i--------4-1Y----Jl Guc. ,n acoroon[e w.'n irw dela.ta tkOwn an S-4 the 10, the lI/Xtrr. were o. U 03 Mc 1.--", 4 rrr..h tere.er.rwih aMno..d t6wt to SECTION A GoMore D.owe,q DI MB _--__-__- For 0i1•sweeea aea %Awint4 air flew, am Imao, tot 2 e"lsdo 0 aVuciwr. Mir. rant D(-3A 01-3B L---� r. _ ----...-- L ----- l - _- -__--_ - _ - . '. :, , 1 L l DETAIL WHEN USED ter -W w tea» roe vat b a4gl ADJACENT TO CURB Both 6d" tolk Op mo-wsl ADJACEWITHOUT GUTTER T"4 -m o...•nf•.tn .hewn >n rh. Sm,owdr ara w1... 41aPtod d saw. ,ti -all " le W 000" w d/r wacd4d on IM aw..4, Do mw oc I. Sn.Ore itfen IB•1 The ore d kn%0m q ON aroo•`e oe md.rdit IN w•w t d IN -If.. pp. Ia 7-1W It kx•a,nN b P- *--Prq it i. be 06. w n n-e bra W tw tN W" .W n Vie rti Brill"r• 0'.. 'Ho-9-ors au• owro.,moro ,-i, ref ..11mm.nq 0-90Na O.t ,y .1..1 dint .... ne .Mai 01 t4brn. n•0 er IM cmli0cior L.oyn1 .1 6*6 i' LI .:o• . e.er, to.., b..nolerc w .Iona I- f.10 roMlile•e When Ira.I 'owed n Co" IN4gn, bock of I.I., .s Ie N •,,op," 1. ._twee .1Ih rr•P..ed u"e TM thaw way aw pre [a of a lino a plea. DI-313 DETAIL EC-1 DETAIL REVISIONS job number: 9211 no. date description Ad. 1 2/27/90 Revised Per FCSA Comments of 2- 16-90 hh RAM FEBRUARY 1990 date: 5/18/90 REVISED PER F.C.S.A. COMMENTS OF 5!17/90 E.L.C. R.A.M. 3 6/20/90 REVISED PER F.C.S.A. I FIRE MARSHALL E.L C. R.A.M. designed by: RAM drawn by: HDH approved by: CEM a�� 1 OF L �eP Cr C. L MADDOX, JR. v CERTIFICATE No. 7091 G E� �PFE.rstOK*�' -TOP OF MANHOLE AT GRADE N PAVEMENT AREAS. SQUARE SKID PAD 67HK:K - UNLESS OTHERWISE DIRECTED. TOP SHALL BE SET 18" MN ABOVE GRADE N EASEMENT AREAS. CONTRACTOR TO GROUT MANHOLE •- - ,COVER N PLACE. •} i. 4 BOLTS (3/4" DIA.) 2 0 r ADJUSTMENT RINGS (I I MAX,) ' 8" MAX SET ECCENTRIC CONE a r _ SO COVER IS DIRECTLY •' pPPOSFTE TF# DOWN STREAM SEWER CONCRETE ASTM C- ISO 40M PSI r• 12" OR 16"(tyD) e h - - a• _ PIONEER 301 /. MASTIC APPLIED • BETWEEN JOINTS AND ON EXTERIOR JOINTS ARE TO EX SEALED • SDE JOjNT. WITH "0" RING GASKET �---- - t VARIABLE 4'0 • PE TO MAN40LE CONNECT ION To BE By FLEXIBLE SLEEVE INVERT CHANNEL TO PROVIDE A SMOOTH TRANSITIONINTO OUT, e. - FOR ALL CONVECTIONS 3' 0" MIN. !'0" MAX 4'-0- MAX. GROUT BOTTOM OF MANHOLE f ' irr- �T,i'•; TO FORM CHANNEL �_ .. .. •: =• ,;fyjsn- D/2 s' TOP OF BENCH- ti1./f :>Vr'.•it4.t.� WAL.L SAME ELEV. y a , a .I..' •e;la14. AS TOP OF PPE • r • r ' - ~ a d 6" BEDDING OF r . ,' : 8.. • ' I'. r68 STONE � NOTES: I . Manhole sections shall have an external coating of approved bitumasfic water proofing prior to tnstanatfon. 2. Concrete adjustment rings must be used if adjustment eleyallion exceeds two inches They shall have an exterior coating of biturnastic water proofing. 3. Non -Shrink grout with shims may be used for final slope adjustment. 4. Skid pad to be placed round manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations STANDARD PRE -CAST MANHOLE DETAIL 5- t. Set the stakes. 2. Excavate a 4"x4" trench upsllope along the line of stakes. Fl ow 4- 3. Staple filter material to 4. 0ackfill and compact the x avated soil. x c stakes and extend it into e t to 0 CONSTRUCTION OF A FILTER BARRIER SILT FENCE DETAIL CONSTRUCTION ENTRANCE DETAIL Notes "H"may be reduced until "X" reoches a minimum of 4" where endwall would protrude above shoulder Ime. In no case srull top of and - wall project above fill slope, doll) slope, or Choulder. This dent may be Precost or cost in pioce. All coat n ploce concrete to be Cbss A3 For precast See Sheet 10102 This ttindad to be used vrth straight crossings and all skews (0• to45" ) �- -- -- L -- S - X. � I i1 i i1 H -- --- - ' FRONT ELEVATION Note On shallow fills, where endwolls ore I' or less below shoulder Ilse, the top of the endwoll sholl be constructed parallel to the grode of the road ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12' 15' 18' 21'or24" 27& 3 3ror36 B C- d-11" I'- 4 1'- 0" 0'- 9" d-1 l" 1'- 0" I'-1 C-3' I'- a* 1'-9" 2'-Cr 1' -7 IT- 3" I'-9 2'-2" 2'-6" 2'-9" _ D 1'- 6" 2'- 0" 2'- 6" 3'- 0" H 1 2'_3"_ 0'-9" d-9" 1_2'-II" 1 3'- 2" .1 3L9"_ 1 4'-3" 1-4'-9' 5'-0' 6'-0" 8 0" rtd 0" 12L0` CU. YOS. CONCRETE CM 0.0.241 0492 7 0520739 1 1 1.398 1 2.9447 2t88 j IS EW-1 DETAIL METER BOX HARDWARE tSERVICE ----------.__ -... -- --- - PIPING PING METER SIZE YOKE • METER BOx' 1 METER BOX COVER DIA -IN DIA -N - - FORD NON -TRAFFIC FORDC32 3/4 15GPM Y502 lain TRAFFIC FORD C32H I - _ I S GPM FORD 241n FORD NO 30 MONITOR •2 Y504 COVER W/ RML-12 70P LID 125 GPM FORD 241n FORD NO 30 MONITOR •2 Y504 COVER W/ RML-12 TOP LID FORD FORD N0. 30 MONITOR •2 1 40 GPM YSO4 241n COVER W/ RML-12 TOP LID •1 IN NONTRAFFIC AREAS - 112' THICK POLYETHELENE PLASTIC IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3- THICK WALLS 42 IN TRAFFIC AREAS - 3/4" x 30" x 30"STEEL PLATE WITH 22- DIA CENTERED OPENING AND TAR COATED BOTH SIDES IS TO SE PLACED 6[TWEEN LID h REINFORCED CONCRETE BOX TREATED 2" X 4" WITH TOP 6" PANTED BLUE METER COVER SET 2" ABOVE T VARIES AS REWIRED FIN GRADE PRIOR i 8" TC SODDING l e -21 ? 3STONE BEDDING METER BY F C S A METER BOX " r \\i )RPORATION STOP SURROUND NG BOX 30" DEEP '{ `• ANGLE CHECK VALVE 1 36 MIN. WITH DRAIN VALVE 45- 8 MIN NGLE YOKE MIN 1 VALVE + CRIMPED + 6 -WATER MAN ,'-TYPE .'K" COPPER TUBING CONTINUOUS / WITHOUT JOINTS FROM MAIN TO METER • 6- STONE BEDDING-' NOTE EXACT LOCATION OF METER BOX ASSEMBLY TO BE APPROVED PRIOR TO INSTALLATION MFTFR SFTTaeG PARTC BINDING WIRE OR TWINE FILTERED RUNOFF L WE ANGLE ANGLE CHECK EXPANSION SIZE YOKE YOKE VALVE VALVE WHEEL 3/4' Y502 AV 4- V HHA94-313D EC-23 I " Y504 AV94-444 V I•*444 EC-4 WITH Cs4-44 1 WATER METER DETAIL STAKED fS ENTRENCHED STRAW BALE COMPACTED SOIL TO PREVENT PIPING SEDIMENT LADEN RUNOFF CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE -- EW- I•- C _ -{ END ELEVATION gilbert w. cliffor & associates, inc. Engineers -Land Planners Surveyors 150-C Olde Greenwich Drive Fredericksburg, Virginia 22401 (703) 898-2115 Drop Inlet with Grate Compacted Soil Staked o a lv,, o to Prevent Piping Straw Bal e a n �` unoff Wate Filtered with Sedimen Water rp f� G3 t 0 � - -+•mac._ i Straw Bales Staked with 2 Stakes Per Bale Specific Application This method of inlet protection is applicable where the inlet drains a relatively flat area (slopes no greater than 5 percent)where sheet or overland flows (not exceeding 0.5 cfs) are typical. The method shall not apply to inlets receiving concentrated flows, such as in street or highway medians. STRAW BALE DROP INLET SEDIMENT FILTER STRAW BALE INLET PROTECTION DETAIL 1 . Excavate the Trench 2. Place and Stake Straw Bales 31 , :.. . _ BALE I �' WIDTH 3. Wedge Loose Straw Between Bales 4. Bar-kflll and CornWt the Excavated soil. CONSTRUCTION OF A STRAW BALE BARRIER II Points A should be Higher than Point B PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY REPAVE TO 1-1 /2 TIMES ORIGINAL THICKNESS STRAW BALE DETAIL SAW CUT TO BE MADE AT TIME OF REPLACEMENT (typ) 18" W iB" OD f '-BACK.FILL MAT'L AS t REO'D BY VDOT PERMIT `- (Full Depth Crushed Stone -� typical) T 6" BEDDING DETAIL .Of the event 1M ie is of tM ourfoll Pipe Is �8�- �- Ir highror than the bosom Of the structurethe in - • _ r of vat of thestructure shot) be shaped with ce-- 8 rGrote A is fobs used when i11Nt is located men mar oro pr•ven et7 Brig a DGr+di^g of water in the structure. - -- - - - in mod on or other oreas not normally "Ject m a to traffic N Grote A Grote B is to be used whorliniel is locoted _ _ I- --3 5•- on shoulders or Other oreas subject 10 traffic. --L A-4'-4"(12"-36•Plpe) --- .-L For details of Lood CorryingGrate (Grote 8) B•3'-O'(12�36"Pip•) a• r- see T-0I-7 sheet 103.07 PLAN Ae4'-10"(42'Pipe) (COVER REMOVED) d 84-44Z'P+pal 0 0 ", y _ jk Steps are to be provided A h O A when'H'is 4'-0' Ix greater. T Fa step detais see Sid. ST-1. i0 - --Cancrcte Dover --� - - N _T to L- -- (For details see shell 2of 2) �B GRATE T � fer hole th ®12"al2'ptostic h�ordvKrevcloth OR .",e„� PLAN VIEW (Fran Pions) 2" diomeler Bar 0 10 68 IDS /ft a No 14 Billet Sleet Bon a 1/4" mesh a galvanized steel care, minimum care tda. 0.03 e 765 Lbs /Ft (ASTM, A615, inch, number 4 mesh hord- Grode 60) wore cloth anchored firmly See Detail A to outside of structure. 1 - - -- g" -- --- --- L 12 2kz x 2kt"x -- $ i t:=--y Chomber moy be precast, see sheets 103.07 thru 103.11 �- - I Weld . Weld n=:y SECTION A -A I 04"depth oggnmple (GRATE A SHOWN) I Ja a68,078,or+8 x 4" Stud L 2"x 2"s i x ti width. No 5 x 5' 0" bore B 12'A 1 h 2 " Shear Connector _ 12 R_egd -10. loin __2N DETAIL A L- - 3'h 3ih" SECTION CAST IN PLACE SECTION B e APPROXIMATE QUANTITIES Class A 3conaek tubeused. �t�x^ depth(H) lobel7-8* 423 Cu Yds Concrete Concrete cover and grate are to be furnished 63 Lbs Reinforcing Steel as o single unit Outside dimensions of grate lobe 3'-4" x 2'-1IN"(Grate A)or 3'-4".2'- III"(Grote B) Alternate methods of anchoring angle iron will be occeptable if approved by the Engineer Grate and collar are to be galvanized. Concrete cover may be precast or cost in place Conciele to be Class A3 if cost in ploce, 4000 PSI if precost. e Pepe 12" IS' 18' 2e 30 36' 42' Su �� 2'-0" 2'•3I4 2=6� 3'-I' 3'-7� 4'-2" 4'-e� 947 t04S 1.143 1.339 t53S L731 1927 Colic Increment per foot of odditlorddepth(H 0.362 cu yds ll2'36"Rpa) •0410 cu lids l42"Pipe) Reinforced concrete hooting maybe precost or cost Inploce.Two Uftinq noon Of fabriwtofs design 10 be praidsd in precast botMB. GENERAL NOTES DETAILS OF CONCRETE COVER AND GRATE When specified on plum IN twat is to be shaped in occordonce with Sid Increments shin are for whets without pipes Pipe displacements must be DI-7 DETAIL deducted to Obtain hue quanli ies. Paved ditches ore Io be ft4ftioned lo meel inlet Buller as shown in Sid PGA. FootiNs may be round a square in slope Key is to be r' deeps woii thxmIess Pius I 200 North Cameron Street Winchester, Virginia 22601 (703) 667-2139 FREDERICK COUNTY, BAR SPACING CHART Colic Increment per foot of odditlorddepth(H 0.362 cu yds ll2'36"Rpa) •0410 cu lids l42"Pipe) Reinforced concrete hooting maybe precost or cost Inploce.Two Uftinq noon Of fabriwtofs design 10 be praidsd in precast botMB. GENERAL NOTES DETAILS OF CONCRETE COVER AND GRATE When specified on plum IN twat is to be shaped in occordonce with Sid Increments shin are for whets without pipes Pipe displacements must be DI-7 DETAIL deducted to Obtain hue quanli ies. Paved ditches ore Io be ft4ftioned lo meel inlet Buller as shown in Sid PGA. FootiNs may be round a square in slope Key is to be r' deeps woii thxmIess Pius I 200 North Cameron Street Winchester, Virginia 22601 (703) 667-2139 FREDERICK COUNTY, BAR SPACING CHART GRATE TYPE Maximum Dimension A B I IV2" 3" III I" I" scale S V OCIA TES NO SCALE Stonewall Industrial Park sheet 4 MISCELLANEOUS DETAILS of 4 ORGiNIA GENERAL CONSTRUCTION NOTES: I. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of the Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-900-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 6. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 7. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 8. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 30 calendar days when construction is not in progress. 9. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 10. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the County as necessary. I1. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 12. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. ' 13. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by V.D.O.T. 14. All fill, base and subsurface material shall be compacted to 95% of theoretical maximum density as determined by AASIiO T-99 method A, within plus or minus 2% of optimum moisture for the full width of any dedicated right-of-way. Compaction in other areas to be 90%. 15. Vegetation Plan: All grass areas to be seeded with a mixture of Merion Kentucky Bluegrass at a rate of 2-3 lbs. per 1,000 square feet and Annual Rye at a rate of 1 lb. per 1,000 square feet. Newly seeded areas shall be mulched at a rate of 70-120 lbs. per 1,000 square feet. Adequate watering and fertilization are required to aid the emergence of new grass. 16. Cutshcets shall be submitted -to the Engineer for approval prior to construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. 17. The Frederick County Sanitation Authority shall inspect installation of owner maintained sewer line, grinder pump station and force main. 18. The sewer force main, pump st.atio[l,_and gravity sewer line which drains to the pump station will be owned and maintained by the ,ero0ei°t$r. owner.. 19. The Sanitation Authority shall install all water and sewer services that conneerto existing lines. The location of the tap and the termination point of the lateral are to be coordinated with Authority's assistant engineer. 20. The Sanitation Authority shall tap all existing water lines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of this work. 21. A double check valve backnow prevention assembly is to be installed on any line (fire or domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside building, a remote readout is required. 22. 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 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 bar be between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order.lt is the developer's/contractor's responsibility to have the meter box assembly installed correctly. APPLICANT: TOAN & ASSOCIATES LIMITED PARTNERSHIP 360-2 McGHEE ROAD WINCHESTER, VIRGINIA 22601 1-703-665-0693 OWNER: LENOIR CITY COMPANY OF VIRGINIA P.O. BOX 117 BOYCE, VIRGINIA 22620 1-703-837-1110 TAX MAP: 43-19-38 ZONED: M-1 USE : OFFICE / WAREHOUSE ACREAGE: 13.7999 ACRES 4 2-7-95 Revised per Planning Dept:.aommente. D.C.A. . 3 1-16-95 Revised per F.C.S.A. comments dated 12-.21-94 D.C.A. R.A.M. 2. 5/18/90 REVISED PER F.C.S.A. COMMENTS OF 5/17/90 E.L.C. R.A.M. 1. 2127/90 Revised Per FCSA Comments hh RAM STI]NEWALL INDUSTRIAL a ec - �; Co LPL T 1 � J GAINS13"OR0 MAGISTERIAL DISTRICT FEBRUARY 1990 Vicinity Map Scale: 1- = 2000' REVISED JANUARY 1995 gllbert W. elif f or 150—C Olde Greenwich Drive Fredericksburg, Virginia 22401 (703) 898-2115 j Q� PARK V 0 C. 0 I r- 9 _Lnia � 8c associates, inc. Engineers - Land Planners - Surveyors 200 North Cameron Street Winchester, Virginia 22601 (703) 667-2139 INDEX sheet description 1 COVER SHEET 2 SITE PLAN ( Revised Jan. 95 ) 2A REVISED SITE PLAN 3 PROFILES 3A REVISED PROFILES 4 MISCELLANEOUS DETAILS APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR Z❑NING ADM ISTRAT R D TE �osso��e ,Z,�F,p►LTI� OPG� i 0 frP o U ALD A MtSLOWSKV, JAY o ® NO.020674 o�oe�49! SHEET 1 OF 4 t� I 9 N r LLGENL) & Morker t° �p ��,�' N/F 2 - Joints 8" W/M 'i - STRAW BALE BARRIER 1 8" G.V. &Box p \ L ENC)R CITY COMFAP�Y \ .00 PROP. FIRE HYDRANT ASSY. to OF VIRGINIA 1 °fie _ _ _ Sale_ ' GATE VALVE /\ �T Braa>2. 17 Ex- Drainage &Utility Esm't — , _/; __. yp JUNIPER �z' Q, \ \ \ { �- 1 SIGN � o , Inv. u = 716.00-- ^�1/ �.: /C 7265 �18 PROPOSED GRADE CONTOUR W/'-�- 6 \ 1 - F.H. ASSY. 360 45' EI� C) III F.H. ASSY. —1 _ --J— EXISTING GRADE CONTOUR aO) Q �" CE 71 l 45 -- 8" PVi ® 0.401 w c W — -- EASEMENT LINE is X O N / P G TIC = 723. / � ° ® .o � Proposed Warehouse � o c � — �I IV ---- `�h p PROPERTY LINE (L ¢ / n / Q Z FF — 725.0 o X / 1 - 12' E 54 EL. , 000 S Ft. - - — SILT FEN.;/� q Q ONE STORY BUILDING /w�O� \ c,�cQ o / / \ AdNL PROFOSrD SANITARY SEWER VC; Q' rr iy Q ll / ,n � 72 Q<cl , c 4 P i /C 722.5 0, rr EXISTING SANITARY SEWER h S� O F Q / > 1 - F.H. ASSY. Ai.,•lb C'� to'R I I 14 SPACES @ 10, x 18 1 F.H. CONN. PROPOSED WATER MAIN / �/O �o r' I S c S TR BALE ; L AD �c , � c \ \� ACCESS ROAD r �' \ /� I L f PROT. T% C 72 — / �• / 2 x 8" PVC ®1.099 / o MH #3 ^NN PAVED AREA Q �o � \ Rim Elev = 7 1.25 / '\ �. / ` @) Inv. Out = 7.25 //� �� ry� 4!?�:.� Inv. In = 7 7.45 / �� ¢� ��• o ��` \ w o14) 10'x 1s'X� O \Q M v'\ I/l ��'` �� CONCRETE PAD 0' / O / CONSTRUCTION ENTRANCE C) � / 0 Q" �`' p T2"-21 A BASE > C 2 /C 725.0 / / OP �� Co 70, ® / 'N FIRE LANE REQUIRED 4:,_/ / `' \ p / O / ` ��oS �ryry �/MAs r0' OS8 Iz 9 'O 44. m (v < GJCO v 23 / ( 0 . y / h /X' V s q . 00/ Q o, ^rye \� FS@ \ 5o Ory � '7 O °' r 90. ,N / OO O h�5.m/S /tQ//,* 490 Ci y / oo/ p/ +ems ^� O \� << / o e * HANDICAP RAMP ACCESS REQUIRED C)wl 2 \ x F,,/ �; X727.0 Detectable Warnings on Walking Surfaces: To ROw odwo Vq; 0 �c �� C.� rya / c� o / Detectable warnings shall consist of ralsed FM Cine 1' 60 / U l �/ truncated domes with a diameter o porn na � Q a � o' 0.9 in.(23mm), a height of nominal 0.2 in. �i� Q Q) 1 �j (5mm) and a center -to -center spacing of 'N �' J/ �o x #ry y° nominal 2.35 In.(60mm) and shall contrast O / -' O J • Z 15'R / �� visually with adjoining surfaces, either light- 0 OQ /� p //'' ��•F ,• ��oc on -dark, or dark -on -light. ry° � The material used to provide contrast shall t00 //G. & E ,e ti w¢, �O /� o Q / v Q i V be an Intregral part of the surface. Detectable 2' per , �� wcmings used on Interior surfaces shall \ \ V 0 O O / �26• l ��' / differ from adjoining walking surfaces In Q y w residency or sound -on -cone contact. Q� / y,0 2VQ r0 ��F �C Q (See ADAAG Section 4.29) 1'-0' x V-6"x .080 ALUMIMUM ACCESS13L E PARKING SIGN. 13� \ , \ \ 2 Q� tJ('V ° �° p / \ o\o / 4� �/ / \ GjCi �c WITH INDENTIFICATION SYMBOL. \ ^ O V ('V, ,�. �O V / h0 / V Q� // �J �� Q- O� '213 BOLT TO STEEL TUBE W/ 3/8" /, ry C) CADMIUM PLATED BOLTS, NUTS C2go &WASHERS. q oO, / cc, �0 ) � 1 � AOVC�) ecn EXTEND INTO CONCRETE FILLED �R ct/° �cQ O `� \C , X? 4, / / �O t/ V c �c o / PIPE 2-0. PROVIDE WELDED / R \ SO F� e„ \ once `SY. �0 ��0 �� Q 2So / PHASING WATERTIGHT CAP. 2"x2"x.188 / \ f 70' S•n {, �(/ / STEEL TUBE PAINT P&L rt6118 �� ❑SOX BLACK CsA��.00\ A / r.�/7! ryh O• 20 / O / y '( %� �� T ��T Doti / / 22 0� / Q LINES INDICATE LIMITS OF PHASE VAN ACCESSIBLE 80 ALUMIMUM woSIGN.tiy qF'�F ors c \ �`' 9 ' �' ` N to '`t o ONE CONSTRUCTION. REMAINDER SIGN TO READ VAN ACC[ ssiB E . AccEsseLE �' l / r ` rTy rFCrT gFNc� �Nc `rb -}" -.k / j �S,Pk / bP r�°� /J, /° OF SITE TO BE DEVELOPED OVER RKING REQUIRED BOLT To STEEL TUBE 3r }• / g, r O 0 F (c G� \ �/ O, '2 r ?� Ae i �t CADMIUM PLATED BOLTS, NUTS & l qp G 2• F.1 09 SS ott FIVE YEAR PERIOD. REHOUSE SPACE = 130,500 SQ WASHERS. INSTALL W VAN A / / ey 8• r2• / °x s> e, ACCESSIBLE SPACE ONLY FC eo Tqp �/M T0� `9`% . 6"( EMPLOYEES MAX WORKING IFT / / Sq k �°iNo qTF 8 72 Frssy 290 o s o Ca-)50 PLOYEES - 33.33 REQI)I D s�FF` 1961' �- / r s� OFFICE WAREHOUSE = 77 V SQ. FT. , , PAINT PIPE BASE YELLOW / / R% Mop \ 60� \ 1/4 FACILITY IS OFFICE / rig Fje�h% OFFICE SPACE = 22,1 FT. ; ; / / A°p OWt PAVEMENT , x 1/400 SQ. FT - 55.7,�% QUIRED �� (t° bo°Sea / �22 .00 FX �� Aqc s o �`�� / GRAPHIC SCALE N Cj 30 r2 \ 4 h� 50 0 25 50 100 200 WAREHOUSE SP! 58,125 SO. FT. / °tee � dam) ��c9oj,°� / ^N * 2/3 EMPLOYEE' �Q X WORKING SHIFT Z / 2� S ��-�-- - * 16 EMPLOYE �.0.6 EQUIRED a•°E WffHCONCRETE <e�°jr N�'� � co�'oq �P? Cjt 7C°�h F�� ' �� ( IN FEET ) TOTAL SPACFQ .Q'D. _ y Corn / act OMF 7 g' S 1 inch = 50 ft. tr6 14" LONG BARS � TOTAL SPAC j14C4fROV.=142VACES EACH WAY THRUPIPE Ao � /2to 0 1'-6' 0 CONCRETE BASE �y ��A 6- (� 8'� % i % \... \ \ i ✓ 0 0 / I CCU TO o'0 S x LOADING �(/ :E , -6" 4'-0' min. 6F B GI'o T �o N/F 2 0 9 �, to !o R4 y McElroy Metal Mill, Inc. 1 /40, �SQ. FT. FLOOR AREA `I/q� /ee r MP�N 23 00 SO. FT. TOTAL FLOOR A A ACCESSIBLE PNORKOI CALFY „ �,�;-; i—_ Slope 1/4": 1 N a" ,�cS9 Lo,l�Qth q�br ��` �2 6 S CES REQUIRED NOTES, NOTE: ALL CURB & GUTTER TO BE CG-6. Ex. Culvert / e SPACES PROVIDED 1. FEDERAL, K ING SIGN DLOCALCODE AWRE° I.ATI r`'CURRF'R 130' - 18" RCP @ 0.58% � � tco" SITE PLAN REVISED JANUARY, 1995 FEDERAL STATE AND LOCAL CODES ANDREGUTATIONS ALL FIRE HYDRANTS TO BE SET 3 ft. • °cc Inv. In = 723.00 x 2 VAN ACCESSIBLE SIGN SHALL CONFORM WITIiCURRENT BEHIND CURB OR0I=FOFEDGE OF Typical Sidewalk Detail �� F Aq �� sg ec SEE SHEET 2A FOR CHANGES. Inv. Out = 722.25 FEDERAL, STATE AND LOCAL cGDFs AND REGULATIONS. PAVEMENT AS APPLICABLE. - n t 3 Evr RTE. 86 i REVISIONS job number: 9211 �- T"F scale - no. date description b ckd. ,L 1 - 50 1 3/7/90 Revised Per FCSA Comments hh RAM date: FEBRUARY 1990 .f�� ,?ilbert W. cliffor & associates, inc. TOAN "' `=�'S�0CZA TES 2 3/13/90 Revised Per FCSA Comments hh RAM 3 3/27/90 Added Parking Curb & Gutter hh RAM deSl designed b RAM C. L MADDOX, iR. �z sheet Stonewall Industrial Park 2 4 5/14/90 REVISED PER FREDERICK COUNTY COMMENTS E.L.C. R.A.M. g y CERTIFICATE No. Engineers - Land Planners 5 5/18/90 REVISED PER F.C.S.A, COMMENTS OF 5, 17/90 E.L.C. R.A.M. drawn b HDH 7091 �� SITE PLAN r 6 6/12/90 REVISED PER V.D.O.T. COMMENTS E.L.C. R.A.M. y• Surveyors of 7 6/20/90 REVISED PER F.C.S.A. / FIRE MARS14ALL E.L.C. R.A.M. approved by: CEM ? Q l SSIpt1�\' 150-C Olde Greenwich Drive 200 North Cameron Street 4 8 8/7/90 1 REVISED PARKING, BUILDING, & ADDED SIDEWALK E.L.C. I R.A-M. Fredericksburg, Virginia 22401 (703) 898-2115 Winchester, Virginia 22601 (703) 667-2139 FREDERICK COUNTY, VIRGINIA 9 2/2/93 Revised Phase 1 nronnsPri wnrPhnusP MH 92 and parkin❑ n C A R A M N /F t - - LENOIR CITY COMPANY `-- OF 'd1RGINIA \ - �,,, r I�,r �� W `i� - Fire Hydrant Estimated 100' Year Fiood __._ _ - - ` __. Zoned: M1 C`:.er ater' Easement y t Assy. Elev. ®Detention Pand. ._._7 9�.39__ _. _..___�. 716 - _ _ I;.,;,-,t� 8 LX 18 rG"H�y - ----- ---__ ''-.. ,\ Use. Commercial &Industrial 1. Detention Pond By Others `' C-1 f. 8 xG' Tee17 'X 1\ ' r „ \ fi� _ S �8 5s c3 E � �, . Silt Fence 11� C,37 d> j Inv. Out 716-00 rt-- -- -- -- -- ti — Of ` W/ES-1 r { 25' B L. - _ � I RQP --6 DIAMETER STEEL PPE ' ache � 40 ) ^ry Provide two bollards. Paint 40 200, : /C 7 6.5 Xc PAINTED YELLOW AND hydront and bollards yellow o FILLED WITH CONCRETE_ \� ,.� 6 s. e (See detail } y �� STR. #1 i 1 ... v �.` �.�, •, �� L°c C,�" Type - D -7 (relocated) j p- 720 50 10'X1 o '� 'Q-, 0•, Dumpster Pad Inv Out = .00 t 6 p q U - L-A 71 7 With high o a ue GATE r'\` C43 PO Inv, In 18" = 718.25 fencing and laiched gate o; Inv. In L4" - 717.45 cc j •Pro osed Warehouse 0 1 O I - 2,3 ss Ro F �' = 725.0 3,0,000 Sq. Ft. Building Height = 24 ft. f o �� . 18' DIAMETER CONCRETE 0 �.� PHASE 4 I '� �� I t f • S' Tee, 1 - 8' G V. �Q . rr` d- Qj Q e — - 3/4" e er x v N �, - _r . Q r. �� r Prop. MH #3 (relocated)i ( <q Rim Elev = 721.00 L� / / e \ (n Out 715.96 1 c=' 3 ft O Inv. In - 716.16 "� a V i Q7 cam Required " ( k� / `° 00 B-?LLAB''D CIE_i Ai' \ / STR. #3 _7 r / Type DI Mod. for Height \, Top � ,• ' • ---- - __. _ J " Straw Bale Q� 720.75 \ 6� Barr Inv. In = 718.00 y' Inv. Out 717.90 o s ° O ov (�, M/ e%f C) // EX F H. SYXt ` o� `b, �'� j f'` \ •V / el 'V �, ,� � 1 - 8„ Tapping Sleev and Ive o v, �(/ Tap to be m de by FC O O co Q � °v, ^> v, 4 O, X BACKFLO PREVENTER �0, ^V\ 2� o IRE SERVIC TO BUILDING _ #', C6 ��' U ,�- �J�oS v �y /�► 3 / / / GZ � / PROP. UPRIGHT SIAMES w e Loading dock door o FIRE. DEPT CONN. WITH 6" DIA.t, aQ�� 210' Typical of 9 ,, TEEL, C C, FILLED BOLLARDS �..- � ��k' �0�° ,`�`�` 90' BEND.- ._. �.�' � � �•}��' z�QQoS �i20, x 6 ft concrete �Sbc� w 0 ft - - e Xf _ � Set _f.�_.of�-ofi building edge.. r ' - STR. #4 4. Type = DI-7 Mod. for Height• = 75 O / ,; Top 7 nv. Out 716.50 x' _ -- EXCEED BUILDING MOUNTED SIGN J• 3 ti _..' �.3` _LEGEND SIGN AREA N()T TO E V• _ �� '`f'"� O / i024C, ?� �r f'`� , �''•-, 20% Of WALL AREA.t ' fr 4a. ,a , x o EXISTING ASPHALT Y A r� -76 vu lei�cT /i AGGREGATE ACCESS ROAD/FINAL /FINAL \ krelocated 0 Ex. MH #2 8 /h � ry � A / 's i .• D - Y w `\ as shown Ex. 70 ft of �? �2a 41 Te c ° . A 5 �� sewer line to be removed. �Q' (�c� O Cj / X. l O' r i PHASE 2 AGGREGATE/PHASE3 ASPHALT SITE DE'VELClPMENT SUMMAF � \\; �. R �' 0 , Prop, MH #2 (relocated) , b ,,,,.� Rim Ei ev = 726.00 EXrS'T/NG LOT AREA f3.80 ACRES \ -� \ �` �q M \ GG_12 Inv. Out - 7 2.65 ? J �a 3� ZONING M1 ''l REQUIRED 2 0 4, PHASE 2 ASPHALT e °c CURRENT USE OFF/CE/iYAREHOUS£ ; ' '`�:,, •- - � �\ ✓' Ex. -Curb and Gutter t0 -� TAX MAP TM4J-19-,38 4 ... _ r• � ., \ _�\• _ _ �, r •ti /' L� Kok d �, _ � � ,c F SETBACKS. ::. 1 ,,. ; F / % / a / tj o g F i r FI RELAN E FRONT 75.0'T+tr+/ �\ �• vo a SIDE 25, 0' TAP TO MACE r" FCSA C / l �' E1 E C E B \ REAR 25.0' \ ALL REMAINING PAVEMENT AREAS TO BE ASPHALT IN FLOOR AREA 219,800 SO. F7 v NOTE " �, w \, �` `o / PHASE 4. w. FAR ALLOWED 1.0 THIS la A PRIVATE SEWER SYSTEM. '� 'C� 4 i �� FAR PROVIDED O. I6 \ "'� w� z - FORCE MAIN, PUMP STATION, AND o. GRA�/ITY SEWER LINES SHALL BE F\ y�o WAREHOUSE SPACE 142,300 s Fr. OWNED AND MAINTAINED BE DEVELOPER. ��b\�; ~� _ij 1 "terp --r ''a n - a ; Approving Authority NO, OF EMPLOYEES P£R SN/FT 8 ,'� 5t ! • j h"`* F /' PARKING REQU/RED 8 J OFF/CE/WAREHOUSE 142,300 SO, FT \G'�\ \ '�' /r� '' ` / ''.`�. �' A ;' EINA SIT�PLAN ` 4,1 1/4 OFFICE SPACE 19, J75 O 1/250 SO. FT r' `� P 3/4 WAREHOUSE SPACE 58,125 O 1/EMPLOYEE el / v ' OFFICE PARKING REQUIRED 77.5 /R , NjF y /' `�� ,'° 1 �� / DAT Zoning A d i n i s t r a t o r WAREHOUSE EMPLOYEES 5 Oc Cil y. ? `4, / WAREHOUSE PARKING R£OU/RED 5 < G LIQ �` I y n a ._' `t { -i f �tS► \ ` ' n 1' 7 \ ' gyp. TOTAL PARK/NG SPACES' R£OU/RED 90.5 se, L tij i4 A4NY o r ��\\1 TOTAL PARKING SPACES• PROVIDED 95 HANDICAPPED SPACES REOU/RED 4 f GRAPHIC SCALE N, r HANDICAPPED SPACES PROVIDED 4 r• •i'' \6�'`\ r, �,; ,:y f �' ^ « . y 4 X 5C 0 25 50 100 LOADING SPACE AREA 219,800 50. FT t J . -� �i r 3� ilL - - - - LOADING SPACES REQUIRED 5.5 O 1 40,000 S0. FT, _. -' 1 --,�, •. '�.. \_ � �' ,�,.: • LOADING SPACES PROVIDED 18 • � %" s'.. ' �a � '• IN FEET ) LANDSCAPED AREA REOUIR£D 3.45 ACRES O 25°d PI AN7ING SC71T,D(7LE ~ ' .. ,� + 1 inch = 50 ft. All water main to be PVC SDR 21 0 ' LANDSCAPED AREA PROVIDED .T 45 ACRES � y PARKING AREA LANDSCAPED REQUIRED PARKING SURFACE AREA 47,600 SO. FT. R£OU/RED PARKING AREA LANDSCAPED 2,280 AT 5A' OF PARKING AREA PARKING AREA LANDSCAPED 2, J90 SO FT. PARKING LOT PER/METER 2,000 FT. f - Date 200 \� L All sewer pipe to be PVC SDR 35 15 DECEMBER 1994 `\ �'`" �' Toai-i & Associates tk ° PER/METER TREES REQU/RED 50 EA AT 1 TREE/40 FT S H QF v] ( �� 1 E� D eve 1 o p m e n t P 1 till SPACE TREES REQU/RED 10 EA, AT 1 TREE/10 SPACES' \ 0 l \ \\ �j;` StrOW \e{o�e �� P r TREES REOU/RED 60 EACH �i \ �� 1,e 8°` Stonewall Industrial Park CANOPY TREES PROVIDED 60 EACH Frederick County, Virginia Y 8 ?�,C• <;•! \ TRGNALD A. MISLOWSKY, JR. Z D/STUBBED AREA to ACRES LIGHTING SCHEDULE ,�� I; \\ ,\ � NO. 020674 � Gilbert yV. Clifford and Associates, Inc. SHEET 2A COMMON NAME SIZE OUANT/TY �- 4 � SRAOMRD PEAR I " CAL c@ 4' HIGH 3O _ DOGWOOD - I " CAL. ® 4' HIGH _ 30 SYMBOL OUANT/TY POLE FIXTURE ® 5 15' 400 WATT MERCURY VAPOR .p �� EnginePr9 Land Planners Surveyors Revised per FCSA 1 Feb. 1995 JLW OF 150 C Olde Greenwich Dr. 200 North Cantr-on St. Revised per FCSA and Fire Marshall Comments, 24 Jan 1995 RAM FS�1 Nr' Fredericksburg, Virginia 22401 Winchester, VW-9M 22601 4 �N91 _ (703) 898-2115 (703) 667-2139 13 It i 725 715_� STII� �1Cr .L N Ln t4C 1) Noor-O CV N pD ,ct p) ? *' N m u NOS c Propo; i" o oUJ tr w re ` Ni w (n w � L_U > >rw a. 1 Culvert 1 Qulvert 2 MH MH cr.! C`7p7 Q ^ j ¢ h l rN� N N r• ttf 2 N l� li p� ' �1 > 11 C�T►LL N 8 ICL >C W`, C m m CIF- , m! w� >>�o' Cr, c C 'S U c C fMfMfM r. ri rn rA W 1- p i tn� I � Existing Grade / Proposed Grade i l : 3' Minimum Co er Required EX, 8" WATER MAIN I iy" r 4" D.I. Sewer Lateral i 110' $" D.I. Sewer ; at 1.0% stub out and cape @ 0.50% i { 1 w '-70 L.F. ofjExrsting 8" Sewer to be removed er a- s a 0 cc an N to U 1 f W 0 111 w CO is w F_ *a Q 1 x>Cn KDLU ca $0 "'to i w w � r' A 2 3 4 5 N ry u 0 725 720 r' , Q' e..x..rw•«.we.wn"u+y"++"rWrr...ww.....earss.".✓��•�r.+._rwv__.+r...r.wr..ti.... p..r... ..........w... .......r.....nr .«.......mow.._... _...wr.n+.�i,. s�.nwrrw. .. . .... , .... w.. ..._.� ..4...... _.. .-. ....,........r.+�pw[..+w«wwy4+.rn._..we"...,n..«.....w+xm..xaanm.,!wnn�I �:.,y�,w,�'y.......,r++anw..r,4ux.+sn•,ax��.v.r."......wn_.��r"t+•-xwrn.ns_»_+*X• u ._.... ... .. _.... _ _ � ., ..._.n-._ _w .nnwJ..�__.r.+-... ..... ...... .. ..... «.. u .... _ .... ......--e..n.r w.. . ,. 5 .4M5 N sn tf1# ^ II ^ d hLU ■ (Z e� a Ex. GRADE PROPOSED GRADE T25_. F- i'" T$1 13�0" - g• PVC Sewer Cg? _ Proposed Grads i Sewer 1.0 ... ...._..__ __._ 8" pVC -- 3�48 __. ! 720720 18 " A �__. i -- " MIN. / ' --' ."-- - - SEPERATION REQ D. _. _- - 170' - 5 71.5 _ i . FOR REVISED PROFILE ` 715 _ REVISED PROFILE of Sanitary Sewer from (See Sheet 3A of 4 Pump Sta. to Manhole 4 ) ( See Sheet 3A of 4) 710 SEWAGE PUMP STATION CALCULATIONS 144, 00 sq. ft. served. Estimate .10 gpd Daily Flow to Station = 14400 gpd ►� @ Flows 2 y hrs. per Day N = 10 gpm $ ` cc 3 x Peak Factor @ 2.5, w Design Flow - 25 gpm `n Static Head = 719.5-712.67= 6.83' G0 Friction Head Losses thru 2" PVC Force Main z Force Main Length 650' H If 2" PVC @ 25 gpm Additional Head Loss 150' 1.27 ft./100 ft. of Pipe _ Equiv. length r 800' 4 Friction Losses = 800 x 1.27 = 10.16 rN, 100 n � H N a Total Head on pump = 6.83 + /0.16 = 16.99 �'N N rr» N = 1 T TDH M x L w Pump Design @ 25 gpm @ 17' TDH zz0� 00(n tl" a- a O) d, g 2 2 2 AT 4' WET WELL 3 ate. O 1 ft. vol c 12.6 cu. ft. 1 /2 ft. vol m 6.3 cu. ft. x 0Working vol - 47 gal. GRAVITY SEWER PROFILE Existing Grade f s"r ^' � —.gun....,.-..x....+-_...___... 7 Carefully Compacted O.D. Select Backtill e" e,. 24" STONE AOCREQATE 4"(min) - 11 6 CONCRETE (typical) CONCRETE CRADLE t { t i I f Proposed Grade -� fo P " AT R MAIN PROP. B W E x 18" MI'x N. SEPERATION RE=. > Y 20' 0.1. CL52 00 co bo la W/M REQ'D. Cr w twn c? 41 4 pr r 1 00i N 1 + 0 10 cv 7 8 9 12' 18' ((1^^ 4' r. . a * S1000 to to SanTS as Fx. Aoad oross slope EX. PAVEMENT c c� 1,5" S-5 3" B-3 8' 21- A AGGREGATE ENTRANCE CROSS SECTION not to scale _710 3" B-3 6" VDOT 21 •A AGGRFGA rF WE1.1_ COMPACTED BACKFILL PA ICING LOT SECTION NOT TO SCALE i 2' 1. ut iv 730 w X IJA 725 } .` EX. GRADE ��. ,. PROPOSED GRADE _ '--- l0 36" MIN. COVER REQ'D. 'ny 8" W/M f � LU Q LL0.X Cr ►" a uJ Ir» 1 Um> � i fV Ith Z. r r- w A s REVISIONS ,...�.... � job number 9211 .TH .. _ _ ... ._._._ _..w.._.._........�. _�..�. _ .�._ �..�._....�...rr no. datw description .._.._ ._ .___. �� 1 of RFvr st � Pi* R F. C, �. A; c t�rfln� n+rsy t� 2 - /6- 7o 4 ,4 R. � �.�. _.- g lbert w. cliffo associate inc. date: aR� r L MADDO JIL 1. a� ��u s� i d & s "-i�'�` �'.?° :!." ,o ,�'+P. ,�t.`�'�`:%+ ="x„�-!+ �,,. •,�,��...., �..J' "�,�% ,�+ �� CERTIFICATE No. fined by RAM y a- r ~ ..-' ,._�____�_ a 7091 w i Engineers - Lan Planners Surveyors drawn by NDi-! I r -4,.. +'.w'. �r' roved b CEM ib� �� : !41 de Greenwich Drive 2Q0 North Cameron Street . " 50-C Ol ___ __ _, r , ._ ____ ._., _ ._.._,-._ Fredericksburg, Virginia 2240 I 7 898- 1 1Z inchester Vir inia 22601 ?0 ) b67-21 9 �� FE53 �` , f E3,A k 14 >3 ©3) 2 i 8 f 3 , e ( 5 3 ,.y i .:` .... . �' ;,..:, . •w'Ri' « #* , .ax5 ,,, G , ... ,,. y". ,,.'&, , ¢$' ,!.5 qq,, "" r' • ... qa. +� �... .. _ ..ia_��. .4 :.,:. .. 5. .. _. .. .. •SF �� .,..a�t ..yn. , L - - 1. 0 1 CULVERT # 3 PROD BUILDING f l ACCESS ROAD DETAIL y. Not to Scale (YW — 40*-- s- rz' 12- 6' 12t--4 1 �4": 1' Ii 1/q` � • t.SzS-:>S - $`'q 21 '-A AGGREGATE 2 1 % UNorS TURBED IN. CROSS SECTION TYSON DR!V`_ EX7E i'DED AR Tti G 1 ti) i i i t 13" SEPERATION R�QU- i zcc • W x w i UJ w D.I CLASS 52 PIPE O REQUIRED FOR W/M aia UJ rula UJZD a 26BOTH SIDES OF a SEWER / STORM CROSSING U •- > .- r- r• r �— r- � �t i I � �� f 6 ANDS0CJ'ATE Stonewall Industrial Park PROFILES scale HOR.1 " - 50' vER'r:1" = 5' sheet 3 of 4 r Q z U Q O � L W N W c6 00 0 00 0 r r r , LO �^ :. 0 0 N r ON�NF� �Nr I II ►) ? z 0 0 11 0 :D O 1--0»> cnF-ZZZ x0'~ w�Z 1 ' 725z--------------- ----------- LLr --- T-----T-�--------,-__ T--,<<--=--------- - - -= -=yam-- - - , 725 T, 720 - --_ - - ,r - - -- 20 I -30" RC- P a 0.50% � z z iz � 715--- t w I r i Q Q Q r Q 3 I 3 1 3 cn II -710o0 Co 00 1-00_ - -- �- - _ --- -- - - - -- - --- - I i I Oo 00 i cO I r N, Ni NI N', I 0+00 17 00 2+00 3+00 4+00 r-. Storm Sewer Profile 0 Q U 0 = I Lr) w N 'd W = 0 w _ �I?►p� rn � oI ,7) r-0 1 r0 LO0 0 ropr Ln o6 oOD" -011 �I0 Wo n zWE� O II ZO �t r��j 0 O II 0 zz Moz cnr Zzz V, l`-- 725 — - -- _ - ----- - --- - — -- - - - - - - - - --- -__ _ ------ ----- ----- - - .._ _ __ ---__---- - --- -- ------ -- -_ 725 V 720 aol� 180'-2J4" RCP ® 0 _�--- - 1 Z Z - --- -- -- - -- T.2 720 200'- 8" RCP -_ I 715 ' I aJ 1 r� 01 N I N N1 CV NI (Ni 0+ 00 1 +00 2+00 St.0rT11 Sewer Profile 715 I N7 d I N NI 3+ 00 0Ln _ N O � � pj O 00 0 O r H r N J �•'� r II � II 1n0rz0 N J Z Z 730 z 0 ,n II Z J I Z_ F-0NQ�O0�t� ►- Q 4-- `t . a�0 CL(0 LO c~i)r, II 3�:Q0 -j �� a- II z=aa3�o U�� (Q Oil �n 3� 725 L1 a-j �E3 - _ -- - ----_ — -- _ _ ---- 0-h ?=N--Jm > N Z — z _ I I � � 720 i i - b i i z24' 8" 239'-8" PVC 0 0" 715 !!1 --- 00 rn I r- I r r- N to d Ul) N N N N (V N r. r r r r r- L 1 +00 2+00 3+00 C+00 Sanitary Sewer Profile QD N r 4+00 20 --1715 710 Ln Lo N in N N f N N F' � r O � >> 0 O r 130 - 8" PVC 5+00 ------ ' 725 627- 720 715 All water main to be PVC SDR 21 All sewer pipe to be. PVC SDR 35 Ex. Manhole Ex. Bench Elev. existing grade -1c" f- - , -- n-G'd FORCE MAIN TO MANHOLE CONNECTION not to scale Doss A Canaete Id Pad 20% 20' Square Shape Or ty PAINIE iA MODEL PA-45VICSK (4') PANELl A MODE. PA-6SWSK (6') 0► Install flush with Surroun&9 Surface CarefuMy Compacted BockR Affegete BW - - WSTALLATO DETAIL SHOUNG SKID PAD FOR PMEL A CAST IRON CIfMOUT CAP NTH. BRASS PLUG HAMNG A COUNTERSINK SQUARE HEAD FNW FLUSH WITH St1RROUNDMG SURFACE. PANRLA MODEL PA-45VC9( 4't Q PANEIiA MODEL PA-6SVCSK �6' SEWER LATERAL NTH CLEANOUT TtPICAl SECTION SIME SHAPF.-QL�__ I I I O I 20' I I11 I f �SE'NER CIEANOU1 CAP AND SKID PAD y p� U TOP VIEW NOTE ?5' Atl OVA EEMOOUT A Y0 SHALL DS FURN►SEtEO AT THE PROPERTY LINE. SEC UMOUT DETAIL Not to Scale Revised per FCSA and Fire Marshail Comments, 24 Jan 1995 PAM b �� DaifL�on CHECK - ofzrwc � er DIP a avT / — iw IN OW A i n' 0 1 /1r 2' Ir- PLAN VIEW •• VENT w/ � = so- HUSERWId w,� itATAIM HA7 CTf1� �!• : 2 11:r : 2 1/9' ANALOG 9MAM yD sIHO)101 CONNECTION R=ADOtTf (Crm . At tnmRTN 5,000 PM ACC688 RffiU'ORCC!cUI CONCHM b tY 0 8 & y �p GATE VALVE � b 1$ 1r a er r !lUPPORtB BOUT 1roE DRAW SECTION VIEW 7 CLAAB r1.OW VAULT MOPED A3MC1M WEIGHING APPROI UTr-Y 28,000 189 2. 8• AM 9000S8 DOUBLE nYTEC1'OR CHECK w/1MWM B'YPA88 VANE PIT MAIL Not to Scale GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 Pt. 15 DECEMBER 1994 W 1 SUBMERSIBLE GRINDER PUMP Duplex Stainless Rail System SECTION 7C PAGE 7 ISSUED 11/89 UPERSEDES Model: DSRS 1-1/4" Discharge Pump Station to be Peabody Barnes Model DSRS Submersible Grinder Pump Duplex Stainless Steel Rail System. Pumps to be 2 - Peabody Barnes SGV 2062L 3600 RPM, 2 HP, 3 Phase, 60 Hertz., 230 V W/ 1 1/4" NPT Discharge Op. Pt. 250 gpm @ 17' TDH Motor Winding to Class F. Pump Station shall be have 48" Diameter and be 162' Deep. Duplex Control Panel in NEMA 3R Enclosure for 230 V 3 Phase 60 Hertz. Power Supply with Alarm Horn and Light. To be Peabody Barnes Vestroi Pump Controls or Equal. SPECIFICATIONS BASIN: Fiberglass with 3' Anti -flotation Collar. FLOAT POLE: i12" Sch. 40, PVC. DISCHARGE HUB: Steel with Black Asphalt Coating. BALL CHECK VALVE: INLET HUB: 4' PVC ( For Field Installation) Quantity: Two COVER: Steel with Black Asphalt Coating, Vent and Housing: Cast Iron Lockable binged Access Door. Ball: Phenolic RAIL SYSTEM: Qty.Two, 304 Stainless Steel Channel GATE VALVE: BREAK AWAY FITTING: Quantity:Two QUarr,,ty Two Material. Bronze SCREW TYPE - Stauonary: Cast iron EXTENSION HANDLE: ADJUSTABLE VALVE Movable: Cast Iron Quantity: Two BOX Diaphragm: Buna-N Diameter: 3/8" PUMP BRACKETS: CAy.Two Each ,304 Stainless Steel Material: Stainless Steel 100AUOE INSULATED JUNCTION BOX: Nema 0 with Cable Connectors LIFTING CABLE: Quantity Two,Stainless Steel COPPER WIRE ELECTRICAL COUPLING: 1-1/2" NPT, PVC with 2100 lb. Breaking Strength. LEVEL CONTROLS: HARDWARE: Stainless Steel ALL THREAD ROD- QJRrtti"I Four DISCHARGE PIPING: Stainless Steel type: Mercury OPTIONS: Depths Other Than Listed;intermediate Mounts+g: Pipe Support for Depths 12 Ft. and Deeper: Raised Hoftsir)g: Polypropylene Discharge (Consult Factory); Low Level Alarm - C Ord ' 13.2 SJOW-A Float; Other., - 'ff:3:J.r r•J l:: J•J.J: J:J.1 J.is JnJ J•J . •J•. J•. J.J. J•I•J �}rrJ• . ~ :r4 •� •tiJ:J. }�}L ; }Tali Peabody"&3pneS •}}�:{!M1J 36" MAX 851 North Mal,1522 st+e41 +.,a, 1,r.I O,,;a44yG2 Phone 41915?.7 ° GRINDER PUMP DETAIL SDR 35 Spig, SDR 35 S l b by 0 sketrd PW 9 I Factory Fabrx;ated SDR 21 Gasketed -- SDR 21 G.skebd Bell L SCH 40 Solvent Weld Be11 0.11 45• Bend 1 y i A I Bell Adapter I Test Tee (with Recessed Square- .. 1 I Head Plug) \_SDR 21 Gasketed Pipe & Ftltings SCH 4C• SDR 35 8"x 4' Solvenl Gasketed Ben Wye 18- Length_ weld Ca of SCH 40 Pipe d�-, I I 36" Min 4" with) Top 6" Panted Green a't 4"Pipe at 200E Minimum Grade ALL FITTINGS UP TO THE FACTORY FABRICATEV TEST TEE ARE TO BE GASKETED BELL. - THE TEST TEE IS TO BE MADE FROM TWO SEPARATE FITTINGS SOLVENT WELDED TOGF-THER. IT VILL HAVE A SDR 21 GASKETEID BELL BY SPIOOT ADAPTOR JOINED TO A SCH 40 SOLVENT WELD BELL BY BELL TEST TEE THE UNION OF THE ADAPTOR AND TEE Is TO BE PERFORMED AT THE FACTORY. THE TEST TEE, NIPPLE, AND C1W ARE TO BE SOLVENT WELDED TOGETHER AS A UNIT BEFORE INSTALLATION AMENDMENT NO 1 JUNE 90 SANITARY SEWER LATERAL DETAIL 2" R 6" 13' 1-tt' 7" The bottom of the curb and gutter may be constructed parallel to the slope of sub- 6' 2 .0 surface courses provided a f 7 I This area may be concrete minimum depth o s at the option of the contractor maintained This curb is to be used when Note: Comb. curb & gutter having a radius design speed is 40 MPH or less of 300' or less (along face of curb) shall on Rural highways and 45 MPH or be paid for as radial combination curb & less In developed urban & suburban gutter. areas. This Item may be precast or cast In place. Concrete to be Class A3 if cast in place 4000 PSI if precast. COMBINATION 6" CURB & GUTTER ( CG-6 1 NOT TO SCALE s �e r ♦} s� e ` . CLEAN -OUT u r_ QUALITY WATER PRODUCTS MODEL PANTIGHT. ( ASSEMBLY NO: REGIRIFD ) WITH HEX -HEAD STAINLESS STEEL BOLTS O.A.E. CONCRETE PAD 1'-6" SO X 6". USE IN ALL AREAS NOT N PAVEMENT BARE WIRE WRAPPED AROU NID VALVE BOX 36" MIN VALVE STRAPPED TO MAIN 'VTR. MAIN \ STDfdl AND BACKFLL BATE VALVE DETAIL W-4 I �sI■. 7 ®■■aa[MI �■®little®®r �Elm�� WATERTIGHT MANHOLE COVER HALF PLAN _ NOTES TYPE B B For mulllpie line Instotlatlons Dimension D is to govern the protection outsids the channel d TREATMENT wI to W1 f On any Secondary Roods installation requiring erosion control treatment where no L-- 2H- endwoll or endsectan Ili specified on plons,construchon Is to be In accordance with Derail 2 shown above H Type A or B treatment to be os specified on the pions i Type B ir_� Ttx fop 6" of the stone shall be grouted in occordonce with section 41El 09, except not the portion below the top 6' may be choked wah tine moterlal 16 Min. 6" 1 Rip Pop FIDer Cloth Bedding to be Instoued under all efoslon coWrd stone in occ.+rdonce R p Rap -i wtih the speclhcatlons F, ter Cloth 9" �ding SECTION A -A EC-1 DETAIL REVISIONS END -SECTION 2'-60" PIPE � en owM.Ird-eeeeem 12 ff �, f_ a I. Tr matt --- Wi&It u Regmred PLc_N DIr ,<!mn :T Sr•+I+n to be approved poor to Inst alia bon VARIES AS REO'D ---- ---- 36' MAX Concrete Pad 1'-6" sq. x 6 6- max BARE WIRE WRAPPED AROUND VALVE BOX 10 GAUGE INSUL AIED� 36"' men COPPER WIRE / SCREW TYPE I / ADJUSTABALE VALUE BOX t / Hydrant Tee tt.J Gal, Valve strapped to the Ma,n Form Board as Req'd _�- No4 All thread rod to be slain le :} :r•✓sr! steel or tar coated vine It_f FIRE HYDRANT DETAIL ALTERNATE END -SECTION 12"- 48" ME ES -I �I4b and ono Am and-eecteorw _; 9PeePlwW err rrreee�• owite - - -�"" �= - - x , X E Calare to be - - -- • E Concrete to be Clow A4 -- - -_ -I aegis Aa PULN --- 1 Il i--- C a- �C 6 3.y �� t a r A PfM i ' -i i -D E- -i -- D- SECTION X-x END VIEW SECTION x-x END V" END-SMTION CRIENSIONS DW A 8 C D E rr a z=c' r-fJf 1 4- or r-m• 4•o• 3-0, 24' 3'-Y' 2'- 6" 16'• I" d-O" 7 6-I 5'-O' 3e 1'-3' V-3" 2!-f0 "' 8.1 ` 6 ti 47 1.9 5-3" 7 tl' 8 2' K-6" aeP z o 5 c� 7 e-2' r-0" 2'-9}" 8'-2i" T-6" -ti 5 - - B'- - _ END-XCTION DWERMNS DIAiM. A 8 I C D E 12" 4' 2'-' f7 a'- I" 6'-1" r-e 15" 6" 2`- 3' 3'-10" 24` _ 10" Y-7 2' 8 6'-3' 4'-0 _ f-0' 4 f'-7 a-1 5'-O" 36 1-3 I 8-1 6-O 42 1-9 5-3 al -2 6'-6 48' 6 2 ti- 7-O I__3heeiC�--- c. 8 _4 NO-E •v. wrytnf anew m Pb_ ore E.6 sernon d"W show, left f me cortrocta ehc1. Cvlta„/ T- � b w IM diynor ewrgn eroler+on eailf.l.ngrnfwlaroec•dby If. ail rnierx.., dwrntam •D'. SLOPE DETAIL ES-1 DETAIL Di- 3A-36-3C ------•4•e'6nwyno•+•O•e+12"C-Clobs Fe..adnp6a.noaidyr Sheet I of 2 w oEJnq tont..b M NMM e.firrMnl s-Id' on bwddowaho 2'x4•ewchmaybe povWedSoo Standara T01 3,4onerne40segi. 2}42f1't Gp'lan,red -- -For aa foals of Intel Frar+ls a Cove Gdvors tea Ixxtte bee bent two a see SI'd IC-2 on on mg,s of 1S8.3e' aNs to e aye C bocnch«eawithli'x4 asld*am i aye IF a of r, C. ■gilded roberM OMFe . , r- .4 s+wl.new,u lice r 'y . ' 1. on#. xm or 2" - 2=s• - - I} 1i T Type A T B e -n'"6 r' r' III ' IPe _ , e s o 1} NOSE DETAILS Ll _ 0 3� Mee a nt cMM �wtr .r2 �wfi A II II .b F Isn ♦ Res al Cwe e• t-d 11 b1• D E.0-on Me...-2 , 6.00. ea • ' - rn E E.►o.1ia. Jaw - d aMet b to 1Irfi0ai N nbwan C-b of .40, i fWal Cve, ertty r, to be w+KrN.lsw&poll i rH I'-e`-•� PLAN--s'-o- - F-d---i SECTION B-B _.-.-- --- ---- t - «news - No, to - -+ I z•c ; r Y•s' Al eff-aIe-�' .-a'_o 1 & c.r.t ao., w.o I e �' D,ern.hr C', iW. F 2 .t.2' wee. hot. can E B \L7n1a,er•u Tyke 4 near d"lwi .nmi M ..d Oe24 • ?�, i Hadware Ciotti 1eCO-7 a CG-i fro"o«e1 i l 1 D 3"nFRONT ELEVATION der.n �, 6...a.d .1nrG-2eCG.6 S andd. I *step. ore Io be - - tool« r......, ,, I �� o..oeo .� ,n .r e1w me •.e•+ cr I1x o"1 h. . l'd..+.w. we,rnd.4 oe 1«.lid ---; 4 0•. pleat« Ape ny1,"r fro- ny Owltr• hobs Sts1tlnw.trn,1odoo",taoariD-rmnaiwdyw"g.our0l +�M�ne Inn aeloA.h tno.e m Artie owe ,o' er ,M wu b.leoena Iwne.n 10 Wa..Dboe. .•a`n roe N"aye - � I------4Cd fr N.p daMleN t•ft4 -0•o pee.0. us,d,p o, 0^4ae orw,ti 1fl.r e�- 2• s.a 57.1 M ruroJ 1.4 1V4'-h w g..o.n :oe1 /Or on aprid wry be ✓c�a.d atl b., IY •w. fig 0 CIS Mel --be, 4-fa, .•fa..r.c,oln-M,.d lkwiy is SECTION A -A For dil.oraene and ppea1111W W wwwe aee e1W+ 2,, 2 .e1040 .4.IrKlw.. - -- -- - - -- -- ------------------- - ; a 1 /yp. Hoe. DI-3A DI-38 _'DI- 3C L f -- L --1 r - - - L l __- _ I I M -, ,- , -- ef� n « 0 1- ' 1 �" -Fret sew �1ir -- ' 1 I.__ _l -11 DETAIL WHEN USED Far +r "- etas.. Fw .Y If,."p Tn• 'N are"nl.on eho."+,an m. 5lanoaes and Wier. tan .1e« ADJACENT TO CURB ro sr .,.IiereH�es1 .vra•f•w o rives sir I-y1 " r M wioe.d a «sorea,.c. won WITHOUT OUTT ER W0040 o" IN OW. Wa be me.Wl ed It SW deed r4.n rs I Tk. c•r or r« e.♦ q ..d roc,rp ■ 'feral. I1y free, t d 11. -.1. rip. 1. 'ne 'W a a.e•e.nle I. 1he a,ap,., a h b" wwed n 1M rG old gip iM er" wr o1mPel. +Y llr,.ct.ra P.O. 'H.4-o s.01 er. eaofe..nbe ere 1, I-1 .111-114 111P.1H e•d Ise echo) dma.MOna 11,e1 De Mlflr4ned a, ih. rM//Qtlor LeryMr Hwl 111 .•e, „"rove, NM, b. sown w pen" bun role t•M�ueN WnM �4.1 q -4 r 4'.0- w41en, bet, el tnM q h be .••PM y -I.. .,ih W....ed cw1 Th. iq,fro, off pr eco.r«,..1 a job number: 9211 datedescription CU. date: FEBRUARY 1990 1 1 2/27/90 Revised Per FCSA Comments of 2-16-90 hh RAM 2 5/18/90 REVISED PER F.C.S.A. COMMENTS OF 5/17/90 E.L.C. R.A.M. designed by: RAM 3 6/20/90 REVISED PER F.C.S.A. / FIRE MARSHALL E.L C. R.A.M. drawn by: HDH approved by: CEM DI-313 DETAIL C. E. MADDOX, JR. ?' CERTIFICATE No. � Qr 7091 .11t) -TOP OF MANHOLE AT ORADE N PAVEMENT AREAS.. SOU ARE SKID PAD 6"THICK I UNLESS OTHERWISE DIRECTED. TOP SHALL BE SET 18" MN ABOVE GRADE N EASEMENT AREAS CONTRACTOR TO GROUT MANHOLE s R IN PLACE. 4 BOLTS (3/4" DIA.) DJUSTMENT RINGS (11"MAX.) 8' MAX SET ECCENTRIC CONE - SO COVER IS DIRECTLY ' r OPPOSITE THE DOWN- STREAM SEWER ASTM C- ISO - CONCRET4000 PSIE ..f' 2" IOR 16"(typ) j e e P 04M 301 MASTIC APPLIED • s BETWEEN JOINTS - AND ON EXTERIOR JOINTS ARE TO BE SEALED ' '. SIDE OF JOINT. 'WITH "O" R NG CASKET _.---^ - •, VARIABLE •,. 4'0.. --PIPE TO MANHOLE r COAINECT ION TO BE BY FLEXIBLE SLEEVE INVERT CHANNEL TO PROVIDE A , SMOOTH TRANSITION N TO OUT, ALL CONNECTIONS 3'-0` "N.FOR 2'0"MAX --�-�-- •Y.e 4'-0-MAX. GROUT BOTTOM OF MANHOLE { '- ' ` r- J ' � TO FORM CHAPi�EL -,- ,. F. � - %ties-''•;)•; ' • i .yysi Q/2 'yy:.{: TOP OF BENCH- Tv.� t•?j: WALL SAME ELEV S & e r AS TOP OF PPE 6" BEDD NO OF s B" 068 STONE " - r &•' ' NCTES i Manhole sections shall have an external coating of approved bitumastic water proofing prior to InstaTlation. 2. Concrete adjustmani rings must be used if adjustment elevation exceeds two inches. They shall have an exterior coating of biturnastic water proofing 3 Non -Shrink grout with shims may be used for final slope adjustment. 4. Skid pad to be placed round manholes located in .shoulders of roads. 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations. STANDARD PRE -CAST MANHOLE DETAIL 1. Set the stakes. 2. Excavate a 4"x4" trench upslope along the line of stakes. Flow I" I - 4" 3. Staple filter material to 4. Backfill and compact the stakes and extend it into excavated soil - CONSTRUCTION OF A FILTER BARRIER SILT FENCE DETAIL CONSTRUCTION ENTRANCE DETAIL Notes "H"moy be reduced until "X"reaches o m,n,mum of 4" where endwoll would protrude above shoulder Ime In no case shill lop of end - wall project above fill slope, dach slope, or shoulder. Thu Item may be precast or cost in poce. All case n Pbce concrete b be Class A For rec pcnl See Sheet 10102 This vonftd to be used win stmo crossingls and ill skews (01to45e). .. L s - X T D t I I + r FRONT ELEVATION Note On shallow fills, where endwolls ore 1' or less below shoulder Ime, the lop of the endwoll sholl be constructed parallel to the grode of the rood EW-I ------ ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" IS' 18" 21'or24" 27& 3Cr 3Sor 36" A 0'-8' '-9" d1I" - 1'-0" a 0-II" I'-1 • 1'-3" I'-6" 79• C D I'- 4" i'- 0" 1 =7" _ I'-9 2'-2' 2=6" _2'-o" 2'-9• 1'_-3" 6'-6• 2' 0" _ F_ 0'-6" 0'-8' d-8" d--9" 0'-9" I d-9" H 2'-3- 2'- I I " 3'-2' 3'- 9" 4'-3- 4_-_9• L 4'-0" 5' CU. YDS. CONCRETE CMPI 0.257 0.522� 0639 1.398 298 i 3-.2.945- EW-1 DETAIL. METER BOX HARDWARE SERVICE- ---------- ---- --METEREIOX- -- --- PIPING METER SIZE YOKE • METER BOX COVER DIA -IN DIA -IN FORD NON -TRAFFIC FORD C32 3/4 1 S GPM Y502 18 In TRAFFIC FORDC32H 1 _ 15 GPM FORD 241n FORD NO 30 MONITOR 12 Y504 COVER W/ RML-12 TOP LID 1 25 GPM FORD 241n FORD N0. 30 MONITOR •2 Y504 COVER V/ RML-12 TOP LID 1 40 GPM FORD 241n FORD NO. 30 MONITOR •2 Y504 COVER V/ RML-I2 TOP LID • 1 IN NONTRAFFIC AREAS - 1 /2" THICK POLYETHELENE PLASTIC IN TRAFFIC AREAS -REINFORCED CONCRETE WITH 3" THICK WALLS •2 IN TRAFFIC AREAS - 3/4"x 30-x 30-STEEL PLATE WITH 22" DIA CENTERED OPENING AND TAR COATED BOTH SIDES IS TO BE PLACED 6CTWEEN LID & REINFORCED CONCRETE BOX TREATED 2" X 4" WITH TOP 6" PANTED BLUE METER COVER /SET 2" ABOVE T VARIES AS REQUIRED r FIN GRADE PRIOR 1B- \TO SODDING t8"-21 METER BY F C S A METER Box 3 STONE BEDDING ' 30" DEEP SURROUNDING BOX )RPOR AT ION STOP •( - J ANGLE CHECK VALVE 36- MIN - }• WITH DRAIN VALVE 8" MIN 45• NGLE YOKE �CRe•ME VALVE { 6 MIN. - WATER MAN ••r•nr r J r•r•r•: .; •r• TYPE "K" COPPER TUBING CONTINUOUS 6 STONE BEDDING WITHOUT JOINTS FROM MAIN TO METER NOTE EXACT LOCATION OF METER BOX ASSEMBLY '081 APPROVED PRIOR TO INSTALLATION MFTFR SFTTING PARTS BINDING WIRE OR TWINE FILTERED RUNOFF LINE ANGLE ANGLE CHECK EXPANSION IZ YOKE YOKE VALVE VALVE WHEEL 3/4" Y502 AV94-323w HHA94-323D EC-23 i" Y504 AV94-444V HHA91-344 EC-4 WITH C84-44 WATER METER DETAIL STAKED & ENTRENCHED STRAW BALE COMPACTED SOIL TO PREVENT PIPING -SEDIMENT LADEN RUNOFF L CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE - 1EW-- END ELEVATION gilbert w. cliffor & associates, inc. Engineers -Land Planners Surveyors 150-C Olde Greenwich Drive Fredericksburg, Virginia 22401 (703) 898-2115 Drop Inlet with Grate Compacted Soil Staked a o o, c to Prevent Piping Straw Bale l- �-- a fa �'� runoff Wate Filtered ==_with Sedimen Water � - - Y ►Ili, Straw Sales Staked with 2 Stakes Per Bale Specific Application This method of inlet protection is applicable where the inlet drains a relatively flat area (slopes no greater than 5 percent) where sheet or overland flows (not exceeding 0.5 cfs) are typical. The method shall not apply to inlets receiving concentrated flows, such as in street or highway medians. STRAW BALE DROP INLET SEDIMENT FILTER STRAW BALE INLET PROTECTION DETAIL 1 _ Excavate the Trench 2. Place and Stake Straw Bale3 FLOW y ilk i- Y4..SM BALE WIDTH 3. Wedge Loose Straw Between 1381e3 4. Backfitl and Compact the Excavated soil. CONSTRUCTION OF A STRAW BALE BARRIER A A _ tB� i '•4. Points A should be Higher than Point B PROPER PLACEMENT OF STRAW BALE BARRIER. IN DRAINAGE WAY REPAVE TO 1-1 /2 TIMES ORIGINAL THICKNESS STRAW BALE DETAIL SAW CUT TO BE MADE AT TIME OF REPLACEMENT (typ) --- $" r- $" BACKFILL MAT'L AS e REO'D BY VDOT PERMIT (Full Depth Crushed Stone typical) -T._ 6' BEDDING DETAIL ti ttth event the Invert of the 1){Jtfoll Ape higher tthOf the boeorn of the structure, the in vert of the structure sholi be shaped with ce- - t t - B rGrate A is to be used when inlet Is IOCated merit mar Or to preven stanawN or pondwl of water ,n the structure. - -- - - - -5' a"---- In medlon or other areas not normally "Joct to Iroffic. m a _ wute A Grote B is to be used when inlet is locoted CY j•---- 3'-5" -- On Shoulders or other oreos s uaect to traffic _ - A•4'-4"ill'-38"Pipe) -- >rL For details of Load Corrying Grote (Grate B) B•3'-0"U2'-36"Pifsel r -40 see 7 DI-7 sneer 103 OZ PLAN A•4'-IO" K2` P1pe) : (COVER REMOVED) B•3 d I42"Pipe, a o r _. �. Steps are to be provided A ;� ;e, o A when 'H' is 4'-0' or greater. For step details see St'd STA. • - 1 10 -T -Cortcrele Cover -� >n (For see she deloiis er 2o12) N L... i �B GRATE TYPE ,¢, ■ 3" diameter weep hole wiM I OR e.•.r,� 12"xl2"ploshc hordyKire cloth PLAN VIEW (From 2" diomelw Bar V 10.68 lbs /tt a No 14 Eidiet Steel Bar •Y Iis" mesh or gdvmlzed steel we,rtinirrxam wire d'a. 003 7 a 765 Lbs /Ft (ASTM, A615, % Grade 60) seer t+ $5 inch, number 4 mesh hard - wore cloth oncho(ed firmly See Detail A to outside of structure. ------ 12- L 2yz'x2Stt'.Ik - a > a_.-y _ I , r Chamber may be Y Precast, sea cheats 103.07 Mru 103.11. F Weld - Weld 1 G=a t11 SECTION A -A 04-depM oggrwpls 4T N (GRATE A SHOWN) l (. Mt" x 4" Stud L 2"x 2"x Yti'J s 68 7 8 er a B Is 6" width. No 5 Is 5' 0" born B 2"A " '{ I• 2 Shear Connector 12 Req'd I- 12w, DETAIL A �---- 3�i�44-39i SECTION CAST IN PLACE SECTION e e APPROXIMATE QUANTITIES Class A-3 conaek to be used. Maximum depth(H) to tiel7-B7 423 Cu Yds Concrete Concrete cover and grate are to be furnished 63 Lbs Reinforcing Steel os a single unit Outside dimensions of grate to be 3'-4" . 2'-I IN"(Grate A)or 3' 4'x 2'- Ill"(Grate 8) Alternate methods of anchoring angle iron will be acceptable if approved by the Engineer Grate and collar are to be galvanized. Concrete cover moy be precast or cost in place Conciele to be Class A3 it cost in place, 4000 PSI If precast Pipe Site 12" IS" 18" 24" 30" 36" 42" ��" 7.0" 2�3�4 2=6� 3'-I' 3'-7� 4'-Z" 4'-8� 947 L045 LI43 1339 1.535 1.731 1927 IncrementCu Yds. per foot of odditlorddepth (H 0.362 cu yds.l12T3d'Pipe) -0410 cu yds. (42'Pipe) Reinforced concrete footing maybe precost or cost In place Two Rffing hooks of tabricotars design to be provided in precast foothp• GENERAL NOTES DETAILS OF CONCRETE COVER AND GRATEwe When specified on p1wo the «ft is to be &taped In occordonce with Sid iS-1 Increments shown are br inlets without Pipes Pipe dtsploceenents must be DI-7 DETAIL deducted to obloin truequantlt+es Paved dltuhes are to be "milioned III meet joel gutter as shown In Slit. PG•I. Footn9s may be round or sq"e In shape Key is to be r deep x wall thickness sus I _ 200 North Cameron Street Winchester, Virginia 22601 (703) 667-2139 [FREDERICK COUNTY, BAR SPACING CHART GRATE TYPE Maximurn DIAMSIon A B I 1VZ" 3" III I1. I" scale TORN 6 �� @CC1A TRS NO SCALE Stonewall Industrial Park sheet 4 MISCELLANEOUS DETAILS Of 4 VIRGINIA