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021-95 Frederick Co. Sanitation Authority - Shawnee - Backfile
K. WATER SERVICE OUT TO ADMINISTRATIVE BUILDING FRONT OF BLDG. FLUSH WITH EX. FENCE s� fir' NEW 4" SAN. SEWER LATERAL ram, PUMP STATION ELEV. = 753.36 PROP. GAS (TYP) WPP PROP. TELEPHONE (TYP) TELEPHONE MH PROP, ELECTRIC (TYP) `� RIM=755,19 � INV.=745,99 \ r CONC, CO PAp. ' GC4 1 \ �E ET .T c1� Ff- MPoMP PROP. WATER LINE TYP ���'. MP CONC. \ If Ar I V® ® /� do"do" MID /� PAD \ MP Ma ,�'/` �` ?� Set Dumpster Pa r u/c ELEC. // �► Overhead Lines WA \ /" (APPROX. LOCATION) � a � � /' Zeiq IM o4 1A1* P ` Notes. Contractor to install a water softener—gpm In Mechanical Room` of Maintenance Office to serve `PAo`` Administration Building and �\\t"V.=750.40M75 rn z W U C7 M W ti I F I l ! _ I Maintenance O f f I c e. q o`" STAKE 21—B Aggregate Surface 8" Thick zj FURNISH AND INSTALL DUMPSTER PAD 6" CONCRETE SLAB p; W/10 GA. WWF y Q� �y 15'X45'x $"± CPS !y \ y \ TP 37 IWPP 100 - 6' v Places w/ Compaction Approved Shale Fill to Subgrade Elevations Below Finished Grade. Furnish & Install w/ Compaction STAKE 4�3 \� PIN 75-1-B FREC)ERICK COUNTY � Gross Uj SANITATION AUTHORITY / / ��q opt, ���J p TAKE�is� C ri ya / STAKE A y 1 \\ h^ LIMI ACE 24,1A GGR�ATE �( �rL// STAKE �` �% L1, r... L=71.63'Ir. R=113,48' >s p<�F� `, / RIP RAP y FC SST ICE`*- / STAKE \ �• C - , STAKE ZC? �� _ N us U.1 tta Q U 0 u) u, /IRF 0 %aka °R n 1 \ TAKE z C- / 19.95' O , w LL / SAKE STAKE \, ti \ P1 75-1-A \ } "15.896 ACRES fR�P RAP] ' �.:.. . 69, \ RFCD \ �,� -- `` All conduits to be stubbed at Panel location ♦ 4 AGGREGA TE (MA TFRIALS STORAGE A D O 9 �F<'Q 11b \ o Qo '� *1) (12) 3/4 Rlgld metal conduits (Must be class 1 Div.1) \ y / Sean —.offs installed at building location i *2) (2) 1 Rigid metal conduits a � *3) (2) 1„ Rigid metal Conuits \ V 5_.) I ♦;�� ��O / :7 //�� �° 0 0 \ ® G� FEU Notes: (Supplemental) 1 This plan provides supplemental i:7) , ♦ // instructions to accompany approved-., // site plan. 2) Existing aggregate surfaces to be , ♦ / % ' scarified and left in place., 3) Excavation and placing of approved / materials to follow lines and grades shown. � Compaction of fill to meet VDOT requirements `♦ / for fill under pavement.' 4) Contractor to furnish and install IRF any material not aavailable onsite. 5) Meter and water piping shall comform SCALE. a to FC SA STD details. _� DRAWN BY. Twij10 (PROJECT NO, 'Z .A--Hi9QT,?,52 \ H E E T5P.1 o Frederic =anitation General Notes I. The contractor shall fumish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and a// other improvements shown or implied as necessary for the completed foci/ty ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Deportment of Transportation, Virginia Dept. of Health, Frederick County Sanitotion 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 core in this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibility. The Contractor shall notify a// utility companies 72 hours prior to construction. Call 'Miss Utility' 1-800-257-7777. J. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be field verified by each contractor prior to beginning the work The engineer will approve oil cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediate/v brought to the attention of the work shall be immediate/v brought to the attention of the Engineer andlor Owner. 5. A/1 grading for improvements to be confined to the project area. Any work performed offsite is the Contractors responsibility. 6. Contractor to obtain, at his expense, al/ permits required of this work and shall faithfully adhere to the permit conditions imposed. Design features relating to construction or to regulation, control and safety of traffic .may be subject to change os deemed necessary by the Krginia Department of Transportation. 8. All fill, base and subsurface motenal shall be compacted to 95X of theoretical moxin;um density as determined by AASHO-T 99 method A within plus or minus 2X of optimum moisture for the full' width of any dedicated right-of-woy. Compaction in other areas to be 9OX. 9. Access for emergency vehicles must be maintained at a// times. Temporary street signs must be posted as construction begins. Access to fire hydrants /s not to be impeded at anytime by construction materials, : orked cars, etc. cars etc.. 10. 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 rood, and offset hub elevation. 11. VDOT approval of this Site Plan expires J years from dote of approval. 12. It is the contractor's responsibility to meet compliance requirements with SEC. 59. 1-406, ET SEO. of the Code of r1rg1nio (Overhead High Voltage Lines Safety Act) IJ. Temporary and permanent erosion control structures and methods to be in accordance with the Vrginio Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 14. 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 instolled at the earliest possible date after establishing grade. No area is to remain denuded for more than JO calendar days when construction is not in progress. 15. All unpaved areas of the site which are disturbed by this construction shall be provided with 4' topsoil, fertilized, seeded, compacted and mulched. Seedbed to be watered and cored for as necessary to provide a good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve /own conditions. 16. Water and sewer /fines ore to be constructed in accordance with these plans and specification and shall additional/y 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. 17. Contractor to clean-up and restore disturbed areas immediately upon completion of pipe -laying 17 the affected area. 18. 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 thr's effort. 79. Vegetation Plan: All gross areas to be seeded with c mixture of Marion Kentucky Bluegrass at a rote of 2-3 /bs per 1,000 sf and Anuuol Rye at a rote of 1 lb per 1,000 sf. Newly seeded areas shall be mulched at orate of 70-120 lbs. per 1,000 sf. Adequate watering and fertilization ore required to aid the emergence of new gross. 20. Temporary termination of sewer line shall be plugged with o watertight plug. The end of the lateral shall be marked with a treated 2x4 post extending from the plug to eighteen (18) inches above the ground. The top six (6) inches of the post shall be painted green. 21. New connections to existing sanitary sewer manholes will be mode by core drilling the manhole. 22. The Sanitation Authority maintenance dept is responsible for the installation of water meters. Before a permanent meter is set they require 1) the frome 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, J)the distance between the top of the cover and yoke bar be between 18 and 21 inches, and 4) a// components be between 78 and 21 inches, and 4) all components of the meter box assembly to be in proper working order. It is Developer's Contractor's responsibility to have the meter box ossemb/y installed correct/y. 23. Burning of land clearing debris requires o permit from the Fre Marshal's Office. Burring of construction debns on site is prohibited. k County Aut horit��� 14w, Site Shawnee Magisterial District Frederick County, Virginia Vicinity Map Scale 1 "= 2000' SITE DEVELOYSIE`T PLAN May, 1995 Sheet Index 1 Cover Sheet 2 Site Development Plan 3 ' Utility Profiles & Detail 4 Standard Details OWNER/DEVEL0PER Play, prepared by A PPRO l/AJ L BLOCK Frederick County Sanitation Authority gilbert w. cliff ord & associates, inc. P.O. Box 618 Engineers — Land Planners — Surveyors Winchester, Virginia 22604 Phone: (703) 665-5690 200 North Cameron St. - Winchester, Virginia 22601(703) 667-2139 ZONING ADM,lNISTRA OR 4 c 150—C Olde Greenwich Dr. Fredericksburg, Virginia 22401 (703) 898-2115 i C.E. MADD0X Jk. z o CERTIFICATE NO. ., 7091 a. REGISTERED PRDEESSiQdAI. Jo,b Nurrm6er.- 4004. i-1 1 Sheet Nurn6er SP I i e r I EC-111I Requ ed -.� Q I Inv(Out)r730.�5 - r 1 1 1 Inv(In)- 1.25 I i 1 ! I EC-2 Channel Lining o,t;i 1 it 1 l t I i ( 1 � I i 1 1 J i � 1 i OVERHEAD T6EPH6NE Ect Requh�ed r ass Srfle = 1 N I iz F-• o + I 0 1 I I� °a 1t 1 I Lighted Brie Wall w Alum. ,l Letters (30i Lonq x ' High Sign-100 eivare 38' Toper 31 114 I i F?i Ex. Storm MonholP 12' In In)- 737.14 1 �S Inv�Out)-734.i 1 w Ex.inv(Out)-731.71 Ex. 24'-18• CMP O 5. I (To be removed) I -}- 1 50'-16' RCP O 3.72X Connect New 18" RCP I 1 1 to MH O Inv. In. t 1 I Grout Watertight 1 I 1 J JESReq'd Ij I1 � I I I 1 100' Toper Ig 1 ItLO 111 ' II I I Inv(in)-736.15 I I 1 1 Ex. 16" Culvert i 1 1 Inv(out)-733.62 I II I I 1 I 3► I l I1 � ll I li r �I li rr ll 3 f V I{ I W I � I � >I Replace Existing Pipe with 45 LF 28"x20' CMPA (Asphalt Coated) O 1.11% w/Mliered Ends Inverts to conform to Ex. Slope. �o 1 4% 4% t- ro p REQUIRED PLANTING LEGEND —PARKING LOT Required Parking Lot Trees: 19 Provided Parking Lot Trees: 19 Wo - Denotes Callery Pear, 2" Caliper or equal LANDSCAPED SCREEN LEGEND Required 3 Plants per 10 Feet ` -e 1 /3 Deciduous Callery Pear or equal ♦` ANT Pr Light Standard �♦♦q 2/3 Evergreen White Pine or equal is\� �B9/ 20 sM-2 w • %�♦ ZONFp NC 8' 218 Aggregate 2' SM-2A 8" 21B Aggregate CG-6 .............. ..................... ................................. . . . . . . . . . . . . . . . . . .. . . . . . . . «. . . . . . . . . . . . ............................... SECTION " A —A" Not to Scale 14' 2" SM-2A 2' 3" BM-2 8" 21 Aggregate Ex. Eop Cut Smooth CL VA Rte 642 8• Maintain Min. 6' Shoulder Width Ex Grads __ - - - - _ - - - - - - - - - T \ d(10)-.88 ftCL RD ELEV. I� \ Existing Pavement 12•-T 2' (typl ) - 2' IMPROVED DITCH SECTION @ VA RITE 642 Not to Scale ��\ �.�' ♦ (/sF 1 4•: i' Min cG- 7 — — �J � ♦ � 'ANT .. ::. L.......:.::.. ....:;... 520 I TOPAIL STOCKPLIE ♦♦```♦ , �- UNDEQROUND ELECTRIC_drTELEPHONE AREA 25R PARKING LOT SECTION SECTION " B — B" ff ' I V ��♦ Pr9p:15'ower Co. x-Former Not to Scale Not to Scale 14 1�4 I ; 22111� jConnwlDrain & Overflow Into New Drop Inlet D I F (2,775 sf) f / �52'' 20' � DI 1 / Typo po DI-7 / I J J 9• t T e \ 1Yp 0 In in)-747.20 I so i Out)- 3r \ �1t3p• X Invv(0ut)-747.10 i5 4 CUTj IN CU�yp Throat-12 ft • QF _ ;' i' (E -1 l�eq'd) if� ��� Ir t 30 � 4 o S'R p N� \ ° 20'R k 15'xl5" Concr�Dumpster Pad/(See Sheet,4} /✓ // /i'��. "� J o, o Stripe Pa 5'R it 2'R Areas (te, t ) \ _____.._ _ �. 12r 8o t�creta Apron Light St lord i o x \ g� EX G � \ --- % (5) 12'x15'/5torage B)" 1 WR \� 5'R •": \� ' �• 33' k E eve 5' \ -// // / NED: B2 bN A i Zo \ 1 t S Inv(Out.)�.00 r 5.�? \ o ?• S \ it : PO ) 1 'lKIp-R Required 3Q \ 1► ( t 56.3 y \� \ 5 t ,� •R H.C. amp � 12• 5wR \ec _ O `� �� once Van A 'topes Onl_ `� ^ _ - 11, Motor (FCSA to Install lR h 1 _`- equUe �. V M'' - � • � oP) 51.. , ..' �1 .65 /\ Q _ Electric Condutt / /'Q / � 8,R •.:: 30'-18 CIAP O 0. Sl --- \ In.,. -7 .70, 735. i1G W 38•_ P S i �p 7 "° ^ - '` 1Qf ed Fire ydrant ,-' - i+£ L y�."_ _ = yy —___ r.Nnp ,r K W� �• 10 t,�a / / Ow/ olio gee Q 80'- 8" P O 0.63% dope 10' W e 10 ; / � or act i 35-W,Tn (Out)-735.00 1 Locat /, - 9£L actor to se 7 / / 6 ` __` / c x735 ConGo sstruction over l re and 141 —\ W W C..— - 20 Wi E+n ency Sp "ay ( ` Crest O 41. TO E%_ 18 Ike?.. •� 15' \ "4` S� 'ti — 742 C., \` \� 7 x E D Connec on o Son. Sewer -4 l (For Future Use) s \ `� \ 48" Diu CMP Rleer 1 x \\ ` ` Wiest_= 740.50 \ �\ x \ `�� Pump Q Inv } \ \ New Sewer Pump Station w/2t�'�t,Zp �C o w/.33 ft Orifice O 7355f'` \ m \ Height: � x 18" High R (See Sheet SP3 for Pump Data) I 753.00 g Rip -Rap (Class 1) Berm Hei t: 6� \� I to I ardrafl Required m // Edge of Pa ent \� N /r ;n ID#: ((1 ))-Parcel B I¢/ M 25 Active Buffer 75' n ff i Q / FR-E6ERICK COUNTY SANITATION AUTHORITY ` k x Lo-i /CLONED: B2 / , I ��� j oN � g I J Q USE: VACANT/ j.F7891 Acres // > �\ ? 1 cc)V)' � 26 Ackvq Buffer Landscaped Screen Ld el -4 w / / / /� N / 0 ct 1, \ // E ing Double Row 75' Inactive uffer 4 White Pines I \ \ N 52' 03' 12' W / e117.63 j / IF/ / / � If 1 1 AGAPE CHRISTIAN FELLOWSHIP I ID#: 75-A-87C J I I / ZONED: B2 AGAPE CHRISTIAN FELLOWSHIP / Proposed Chain Link Fence j USE: NON -GOVERNMENTAL ZONED: RA USE: NON -GOVERNMENTAL GRAPHIC SCALE Gilbert W. Clifford an 40 0 20 40 so 180 --- Engineers Land Plant ( IN FEET) 150-C Qlde. Greenwich Dr. Fredericksburg, Virginia 22401 i inch = 40 it. (703) 898-2115 HEADQUARTER, .T Qrofect Site Pevgtoame-pt and : t ftti I •.rx;y.. u��x 5� - ¢t1 `- 'orvnp: Business General (8.2) No Pr ,fters Parking Area Lanu,�c,,p( n Or Garr ens r se: Vwmn1JFCSA Water Parking Area Land&,capc o I �ti,,Acc uo r •65% or 5,976 u4q. Ft. Proposed Use: FCSA Headquarik ;: 1+,t . , ,. t:lntenance, F tciliti) Lot Area: 5.8966 >56,855 :? SP ( Parking Lot Perimeter: 553 N • Tax 10 Number: i5 ((A)) 89 marking Lot Perirno er 74,"r 1. per 41� }rat magwariai asthr., Shawnee Parking Spaces Provided: 50 i ot-att Site Disturr)D:l ArPa: 5 y'353 ,. ` Parking Space Trees Required: 5 1 prir 14 ilipacim Total Trees required: 10 Building. ReauireLnggja •iotai •treos Provided., 1�.8 Front 1SEi L Andscape Ootaen Raqult*i: 10 Ft, L andsoped Aroa Side 0 AB Landscapo Screen Providow 100, ; a4du*0 Mao Rear 0 215 Floor Area: 15,681 Sq Ft. FAR Allowed : i .0 Signs rogLrlred: 1 slob, sigr+ r 1 r4l / 2 11/Cs pytkino mgns FAR Provided: .061 Signs provided: 1 stop vl�n 11 tiiv /2 t'(lC P*ekvijItt-A Building'Haights Affo ;ed: 3S Fl. BuMness1I r# : 1 tgn per$(VA 00,d+W04 100, Building Height: 16' Adrrilnistration/22' MAnteriwi" I e Parking and Loading RegittlirefaInts _ Reaumi emlklu Zoning Dist 0 SuftwA rowks& Cxlt ofy'' " u m;' Parking Spares 38 50 Zoning [�trkl F. +A*rs j ray;rfpttf; Ot�1 lY "two P; t9or Handicap Spaces 2 2 Dist+ Drafter rega*rtd 5: sc:iiwi And id' ifi Administrative Offices: 1 space per 250 Sq. Ft. Distance Su"of provviad; 25' arAhm SM 7W ins ,619r Office Area - 7,901 Eq. Ft, Total Spaces f&r Administrative 32 Spaces Somening requirorl ' r ins ►pOd ±"yGt04rt1 Maintenanco Olttice: 1 space pert ,C r5,, Screening prov;drt,(; +'* ,:timid i3c r�nn Of ice Area x 1,500 Sq, Ft. Total Spaces for Maintenances Offices w 6 Spaces Landscaped Sawaeo ptovsc*i 3 P140 a por 10 OnOr fer;r4i Garage/Storage: 1 Space per Employee minimum 4 feet in ,r, '3 e4K:: d`r Q9& arrrf 2/3 ev$,1Ar1q6A Garaga/Storage s 0 Employee.; Total Spaces for Garageiftrap, - 0 TOTAL NUMBER OF SPACES REQUIRED- 38 TOTAL NUMBER OF SPACES PROVIDPD: 50 Le2end --W-- Existing Water Line -•----� Proposed Water Line —-----�- Proposed Water Meter NOTE: 740.78 Max. 100 Year Existing Force Main Flood Elevation 17M Proposed Force Main S Proposed Gravity Sewer Main SF Siit Fence Barrier CE Construction Entrance Proposed Storm Sewer Existing Telephone Line E Existing Power Line ®IP Inlet Protection UNAU RITE PLAN Existing White Pine Trees ATE eL/9;- 0 Proposed Shade Trees (20 Required) GENERAL NOTES: 1) Lighting Standard Type to be Approved by Owner. 2) No Woodlands, Lakes & Ponds, Steep Slopes,Floodplains, Wetlands, sinkholes or other Environmental Features located on this site. drawn by: twp I 0+00 1+-00 2+00 3+010 4+00 Site Storm Profile Scale: 1"= 40' H, 1"= 4' V I O j © co 7CO � Z` 752 iI ----- - - 7 748 m 748 744 744 - - _ -- LO ------ -- - 740 40 � 736 - ------- a � 71 -- 7 3 2 - - -- �211Q W --- - ---- 732 --- -- W - W Q O O to N .�-J + + 1 O 0 LssZU Entrance Storm Profile Scale: 1"=40'H, 1"=4'V NOTE FENCE POST TO 81 PLACED IN THE CONCRETE DECK SLAB 6' FROM OUTER EDGE END VIEW r ei%i��', ►�i�0 - c r .eie.eiei� 'ie DaeDaeO ► r w 1-3 /8' N 8R AC ING Q---+I AT CORNERS 3 STRANDS • 12 GAGE d� GATES 2-1 /2` GALV. WIRE W1'r14 GAGE, 4 POINT BARBS 3-0 HOT DIP GALV •o GAGE 2" WOVEN WIRE 10' MIN. MESH W/ TWISTED MU EVENLY & BARBED EDGES SPACED TOP c& BOTTOM �2' 0 HOT DIP G S.P LINE POST FENCE CORNER STANDARD CHAIN LINK FENCE Not to Scale a • 1 • • Po : ' 'c • 144 Pump Station Data c...... . Fi �i. Area Drainage Mai Scale: 1"= 200' Pump Statini+ to be American Manufacturing Sewage Package Lift Station to contain the following: 1 - Grinder pump, Zoeller Model 6840, 208 volt 3 e phase with automatic reversiblf. cutter action blades. 1 - Automatic reversing control panel with capacitors for three phase, red alarm light, circuit breakers, H.O.M. switch, thermal sensors, U.L. approved, American Manufacturing Model ARSAB124-AJKLS. 1 - Fiber glass receiver with guide trails, size 24"xW', three floats, anti flotation rings and junction box for either inside or outside installation. Contact American Manufacturing Company, Inc. at P.O. Box 54.9, Manassas, Virginia 22110, 800-345-3132. P�1 H 4F o �r � F a C.E. 11 AB1lFlX JR. Z u CERT1 �i 7E No. a tiGISTERED ESSIONAL ENGINEER _ •ram,.► r� Drab Area Summ airy DA AraI C CA 7IC1min N2)m/hr i(10)kMr Q(2k15 000XIS A 2.68 0.35 0.94 5 5.4 6.8 5.07 6.38 8 2.60 0.30 0.78 S S.4 6.8 4.21 5.30 C1 1.61 0.70 1.12 C2 3.37 0.30 1.01 C 4.96 0.43 2.14 S 5.4 6.8 11-54 14.53 Total aedevelopmem discharge from sae a q(2) • 20.82 cis q(10) • 26.22 ds Pw ftoelopmenl Summary DA Area(ac1 C CA T(I i(2)in/hr i(10)in/hr 0(2►cts 0(10)cfs A 2.17 0.70 1.52 5 5A 6.8 8.20 10.33 B 145 0.71 2.46 5 5.4 6.8 13.30 16.75 C3 4.31 0.43 1.85 C4 0.45 0.70 0.32 C C 76 0.45 2.16 5 5.4 8.8 11.69 14.72 Total postdevelopment discharge from site . q(2) . 33.19 ds q(10) • 41.80 ds Total undetsined pwstdevebpment flow (from A & C) - q(2) • 19.89 ds q(10) . 25.05 ds Allowable flaw from detention pond (8) = q(2) • 0.93 ds q(10) . 1.17 ds Post Development Flows: Two year discharge from pond . 0.80 ds Ten year dmcharge from pond . 0.90 ds Pond Data Pond Performance Summary Riser Olemeter (11) - 4 Storm 0(in)cfs 0(oI Ely New Invert - 735.50 2 3.20 0.8 739.2 Riser Crest 740.50 10 4.75 0.9 740.2 Ortfice Dalmeter (in) - 4 100 8.63 7.4 740.8 Orif" Invert 735 50 Culvert Diameter (in) ' E 1 2 17/17/95 1 REVISIONS PER VDOT LETTER DATED 7/13/95 1 TWP I SMG I drawn by. twp J ' ' L� , . Jl.,7r F.."NC1� �ROP INLET 1 METER BOX HARDWARE Cn�iV� GN — TOl V�I I: C'ONS7P UCTION ENTRANCE' SERVICE METER10 + CAPS 6 tI?' C#EwAG044i AtAY k'E:L60 I. FT I PROTECTION PIPING METER SIZE= YOKE # BOX 1 METER BOX COVER � For �'1° o��` � ! DIA. DIA. - --- 70• MIN. EXISTING , 4' voOD t RAMIE - --- PAVEMENT DROP INiEI fcIF,U NON -TRAFFIC FOROC32 __-_----_—.3- „5:1 c vITH GRATE 3/4" 5/8" x3/4" 20 GPM' 18 in. �. _ # = =_ _ I (2) 2 ' L3/8 ' ^t:'CrS A ( ) Y502 TRAFFIC FORD C32H FORD FORD NO. 30 MONITOR , / r FRAME 1" 518" x3/4" (20 GPM) Y504 24 in. 2 70 t S t'GrI � S aETIN ti COVER W/ RML 12 TOP LID I FILTER CLOTH 6' MIN MOUNTABLE BERM s'S MAX -- FORD FORD NO. 30 MONITOR + ) I \ ' I / I �� A (OPTIONAL) - _ -� 1" 3/4" (30 GPM) Y504 24 in. COVER W/ RML-12 TOP LID 2 I i 1 [ ' AAO0.4 POSITi 43 f SIDE ELEVATION - FORD FORD N0. M MONITOR + 1" 1" (50 GPM) Y504 24 in. COVER W/RML-12 TOP LID 2 EXISTING GROUND- 3'J4 i a 1 IN NON -TRAFFIC AREAS - 1/2' THICK POLYETHELENE PLASTIC treated 2"x 4" with 70` WN L I STEEL Tlt3e•+<= r____ ___ ..._.____.____ ._____ - _.__ _ _ _-_.__ IN TRAFFIC AREAS • REINFORCED CONCRETE WITH 3' THICK WALLS top 6" painted blue . • + %0_0 ALL J_)J„ � I I a to, MIIJ. ( I I GAINER 2 IN TRAFFIC AREAS - 3/4" x 30" x 30" STEEL PLATE WITH 22" DIA. CENTERED oPnia) I I I 1 I EXCESS OPENING AND TAR COATED BOTH SIDES IS TO BE meter cover AT cl�rNEas set 2" above L J PLACED BETWEEN LID 8 REINFORCED CONCRETE BOX -� - fin, grade prior 3' 18 30, MIN. ` 1 )'•i le' MIN. I _—__ _— -----...-varies as required - - -- — to sodding Rf.CX _ �.___. P^VE„ NET PERSPECTIVE VIEWS � y ' - � 1_1 -_ - l i s ts,it "T - co ration stop - meter b F.C.S.A. - rneter box 40 � , Atci= - � R - 3" stone bedding.... i8"� 21" � _ � .'- P :. `--- VDOT #1 POSITIVE DRAINAGE 10, MIN. COURSE AGGREGATE TO SEDIMENT \_ B ( TRAPPINGsurrounding e be box ! +� 30" deep ? Z ROJIGH SA4#VN. C�bM IlEvrce _� j' I I ~- 6'-4' L0•1' tiv/ _4 'SPACE. • MUST EXTEND FULL wIDIN FABRIC -.-- i angle check valve BETYVHiJ3:' _ OF INGRESS AND EGRESS \ 36" min. (STAJNED'SEE SPEW OPERATION PLAN VIEW with drain valve 45a 8" min. -angle yoke - _ nq(), _ 1' MIN �J �_--_ ,. WM. tI/j� - --�L ball valve ` ' 3• MtN �� I ti. vti•t•ti•ti.t.ti.{•ti.t•ti.n.-t" TRASH � � N w �/'{IL -� M ; water main •r.J• l...l,f•f.!•!•f•r.l.r.r•!•!..!. ... -- ELEVATION OF STAKI; ANi) � W�6"stone bedding "*_2f. Not to Seale type K copper tubing continuous II.,ER I:I.I/Tr,-.-.--- FABRIC ORIENTATION DE`I'AI I. A SECTION A —A i without joints from maintometer r------"-- `" DI-77A 78 i-------- - r' — _— ---- I { NOTE location of meter box assembly w__..—A------ Exact ton met bl � �, � e,,,,yt ,� ;n,,,er, to be approved prior to Installation of the "fall pipe is � �- —.e------4•� —.--_-__--------__-__ higher than the boson SPECIFIC APPLICATION PP the in - THIS strurture,ttk i - r _. THIS METHOD OF INLET PROTECTION iS APPLICABLE WHERE nip,* of the tructure _ I 1NLE:T DRAINS A RELATIVE?LY FLAT AREA (SLOPE NO GREATER METER SETTING PARTS transition to 3 loo r h'i W e -- - -I-" �- ----- THAN `5%) WHERE PIIE 1N1.F1' SHF.F,'1' OR OVERLAND FLOWS (NOT LINE METER ANGL.EYOKE ANGLE CHECK EXPANSION motor setting •..•:: •.•.•. i,r •. • , EXCEEDING 1 C.F S ) ARE TYPICAI, THE METHOD SHALL. NOT SIZE SIZE YOKE BALL VALVE VALVE WHEEL �, rcaqufred �(M of curb- 4, APPLY iO iNILFTS RECEIVING CONCENTRATED FLOWS. SU011 A`,. m a DRAIN. 'J'AC: i 3/4• "" x 3/4" Y502 BAQ4-223W HHCA94 323TD-G EC 23 j IN 1"1 OF HIGHWAY MEDIANS -- �-` t --- 1 S E i'i L C I YPrJ4 6 34 44d4V HHCA94-.;4 !. EC 4 (r1' i �F� K 1 1- 3r4` Y504 0A94 344W 1HCA94 323T0 C) EC 1 " 1 j :comb i3 q,mer 3/4' type K copper kx PLAN A•4'-10" (4^"Pipe) suyple meter msta0.en,x, OVER REMMED; B•3.6'A;2'P,Pel PLAN Weep Hrle rVER REMOVED! tat rrry"ite . - Dual Mee Installation - a.rr Comte" r _ rnar ab. (For details see she* 2012) �` ' lfor delolh s•r hide► 2of'r', ----- ------ - -- -----r-- - t 5/8". 3/4", & 1- NrIETER INSTALLATION -------__--_ __I __ ._._ -------___---- Figure 5!`' ®3"diameter whip hole wlt}I L in CONSTRUCTION OF' A SILT F'F, NCE ! — --- --- ; - -- - ._—_.- .,, •� 12"xl2°ptaatic narcwaro cloth I.�'--._.._.. -cat Hole edi IA"mesh a golvanixed stead •# e'Mn (as r Hmte (WI�'�Iot; r WIRE SUPPORT) i STRA W BALL BARRIER� _ wire, M.min'Y1fn wo.dic0,� �:�: I' G _ e inch, number 4 mMi't nord- 1. SET THE STAKES 2. EXCAVATE A 4"X 4" TRENCH 11 wore cloth anchored firmly I I +I I � to Outside a} tirutl"re. BINDING WIRE STAKED AND ENTRENCHED UPSLOPE ALONG THE LINE OF OR ,WINE •,� STRAW BALE _IL STAKES. a �� ( COMPACTED SOIL TO __._.._:_.._ 1 .�_. z jI t' -.. o"Ldl hafss++. k Fr._+ IPREVENT PIPING - -• - ...� ., 4 I P• 5 1 1 1 ' �4• � o99ra9Q� � FILTERED RUNOFF RUNOFF LADEN �: •68,r78.arw$ i j RUNOFF /� I x 6" width. F trench width 7 , as required r f Y i = >. "dia. schedule 40 - 3' !.' T N PLACE r RE�C�Q�MGHT CI+ MfMiMtlhl i Jill SECTON Hett3HT CttAFtt _ •_ • • feel pipe titled with T' rwE feu st>rr FLOW ,� �: �r r I P P SE KITH 12' TO 42' PIPES for details of Precast DI-7 not shown hereon seeGOntC ('CpRt1 kti td� I - —I� ��I I) 11 I _ } :,loss A•3 concre" to to used. ` i ., ,�� >t:::i' yellow to and painted 7 xwr em daps ttil bbel�- Preecast General Notes, page 103,02 d 3.01, - . .. � ♦' tits -S" � .. .; 2 r 24' 3e } 36 42` j Details, cable pages cast B se, Riser and Top _ •--f I 8 s •Ii2 . III =_ 11I PROPERLY INSTALLED STRAW BALE (CROSS SECTION) +- t 3. STAPLE FILTER MATERIAL 4 BACKFILL AND COMPACT I . • ' �' • ! (/�) a 2' °'-° ` P to t. EXCAVATE THE TRENCH. 18"dia. 2. PLACE AND STAKE STRAW BALES. s` TO STAKES AND EXTEND THE EXCAVATED SOIL .� sl 92y; , .. concrete i Fin IT INTO THE TRENCH I--_3r-- ., , ieptntrrk, r 362 cu yolk (2"36' Peel dv ' I I ANctE FIRST srAtcr - encasement :':; •0. i ?Os1ARD PREVIOUSLY j' - .. 1•041G cu.yds.l4efilpel _...- LAID Buy Concrete i Re arc,;. g concrete tooting may be precast or cast in place, Two PRECAST thrust block li sing hooks of fabricators design to be provided in precast tooting. BOLLARD DETAIL µ--rn- r — ter, t;er — GENERAL NOTES g" frxxtetenls show are for inlets wtlhout pipes, Plot dt"ciiiierrents must be r)1-7A - Single gutter whert drop inlet is oo n grade. When specified n, plans the invert is to be Ihoped in al%ordonce with SQ deducted to obNiief IPA quanlNies. Dt •78- Douttle gutter when trap vile, is in a mq between Iwo grades. T5' { Roved d ildw rue to be lfaneglplyd to tripe letleet gutter as shwa+ In $11, PB-1. Jill i! / II Safety Stabs are to be provided at 8' minirnum and 12' mexittasrn �r--�, F /i • ' he type pt letoll, d hereTn rc be co^structed vul! be of the option or For details of ouu :ee cover, colksr and gratt,ond method cr phxlnl ot�?ach vertical intervals and Ore, to be apaeed so as MCA to conflict Witt, )FLOW BALE rw fonts _ or --�� gutter see sheet 2 of 2. openings for FLOW Pipes as >yirectsd by the Engineer, direction of setting o be approved prior to installation STANDARD MEDIAN DROP INLET Ili t a r r SHEET FLOW INSTALLATION l / - H 3C a 4x 6" SmoorhUowetsaapprox 12"_L to be placed in ate areas adjacent -._ an on a le Or - t (PERSPECTIVE VIE ff') j �.� " ng M I •'tom toobutn oncrele t event settlement. � �� " >r tl ofdlt`w • I ' as r teed — OOfiCrete pad t `-13" sq. x S" deep E Xtns,6n Joint t E epatvdn xwvt- t o _-_._ Back of r FLOW q tom" A �-���.. / i`---- ---For details or Inief From# a Cover I 8 I �\\\ i- I�1' tY 2" min. - 6" e�Yvs C sat St n iC 2. (- i r2• s0'# a � e areaw.a i t 4 t max. s. ', / � -`. / ' / _..--i '�� �- �/,G �Il � I i `'tl 1 1- - g' a• a• � � Si a.a,. 'I Typo .. TY'p. ij I 4. SACKFILL d1NU COl1PACT THE ! l - {II ' a d' a } I •ors ,. &44 awl xa..r fi T EXCAVATED SOIL. L�—�• a• �"' ""' *NOSE DETAILS i 3. WE 4 f - DBE 0 w �lI�I f I LOOSE STRAW BETWEEN BALES. "` r;crew typet PANTS A SHtIU1 D HE HIGHER THAN POINT H adjustable -- � - i -- Face or ewe � - "op, e h Gott* stone " stone to be minimum - „� I, 9, F Laart . - t DIZAINAGt:WAY [NSTALi ATIO'd valve box Y� _ `� w..##d aVM#I• (t'[zoN'1 ELEVATION) CONSTRUCTION OF STRAW BALE BARRIER �'' 1 I r „ Peg -- Crock Control JointD Crock Control iaim f A J ' f I Cana ra ' I abOVB t p O loss sere tithed -•-M o e Y1f a f� _ ----------.. _- - - - ilxat0 G u J - i._ r t 1 n tr r Is _ -. _. _.. _. _ .. - - --__ __ .. � l,::. :.; : •: i I f MN1 • sons ruetN m tledtOn Curb or Wien I reeroi Curb, Qu .ta D# wnated.(SM detsil) 1 1 � ..�.:: .ti• r II --24-� 3•_p•---•-i �� 2•r0 1 t �' cI "• r Min PLAN •t-1• ti g :')':. a This area mo be earthen, to w11Kn case the expansion joints U Mo. _3 ! }•'•,• • �.�`y,�'''• t tt Y tF', _• hors It • � •�,•�!•!• •!` � - oil, apply Only to Cob or Curb and gutter 0' �C.�q:. ' , ' ' • .1 t 2 O- �__..__.__ -'-_-. _._ L - Je,,a0s Me.. 20•—.__...._.......-..._.... -.. -.. a •. • - • � ti.ti +,.•.�!':•: `.ti.ti ti �.ti � of A I .. '. •' � s� ti ti ti _ . �. t ti ti ti ti _. .-.y.-,-_, � r U i .. 1 r• v, !� ,Nx:jG2G?,<n;;Y•�12rL2r m0Ct18nICc31)iirt11 t'�--------- ---- _-_��---------2 2 V -4" Q �f, ,Y{ :t:" 8..x 8" x 16" swivel tee witha� — - ---- s.. It- 2•R ;{{ • ?` solid block 6" branch ( i am F 2 1•r• •:� !:r . DI-38 {j * it Tye. A nos• assets shoo be used Bar r 1( ` T7, .1. `.�. .�.�. .�.�•ti•�..ti •� ti.a. I �-I a• D-Diameter YG !1 L '"4uDasw w.ta Hel. ,In ' 'f =e, 5* ;. f i. 4 - , i .r r',- L--------•-t I I CG-.. B CG-I Standards w,( ; : �. ,�,T- :vats T ` FRONT ELEVATION Tips E nost uoiu,l snow be ueco �� ,, 1m" `": `\ • -+ ==4 ----1 (Gutter r�ww/1 with CG-2 5 GG-6 Stondwils A u, the event in overt of me of ttoll to drain subbase material. Weep •. t„ • —h 3"d,arn#te, weeDPole to De iocol#d • a 4 , M i FWe pipe is higher anon Ina bnttarn FiFiE t7YURANT ASSEMBLY c haWwith12'a12 Wait • . • •'. . • . , ...' ♦ . , A . . ! or iris struclwe,lhe Inver, of Me slruc tare ittpll be shaped with cement a general backtill , ears mortar to prevent standin of ,,nd of water n me structure.Tna cloth 1/4 "mats or gmvamsed Nest a • a „`w ,Feat., 9 Figure 9 I t S10naala Wets n0y be Cons trot lea with CJntrete B', • -a - ' # -• / g ;� cost for invert sho n shod be tnct ded in the rice Ind for the ssw, tat, r ,a aw 0.03,och,n.mbet 4 mesh r-. , t,a rear'Wwl ..... d - ..A �'.. • • r- ---.. .---.-.._ i_ I _ _ 1 block M accordance with the dordtis shown on p' 4 P - std, s r.. A. a • • a Standard Dro-N Da •MB. harawaft clots anchored firmly to 6 - 2 a .A • .� � - - 1 outtitis A structure, A 1 .•' � ,.. .. .�,' FDr we on 7, oast _ SECTION A a •W' • • •. -• •ordOMM h l A' A • a - The bottom of the curb and 8' 0D. I •r .. _- �"' - p„ WSbrdad monhen dl5 i tort d�hrnsn:,tp one apoemp m� moterioM "'r C7 a 1"..�ne r,..�,b.a �.1" w.. de „w �. r r., �,.:. STANDARD CURB DROP INLET -- - gutter may be constructed • Or s:-„,•n on Ina 510110ar0s and space flea on the pions well be parallel to the sloe of sub - rile , vrrf of Ine )vtfoll pa;,e to lM top of the sra,,cture. Plan "H" . Po P erpth of ibt 111 *,It, M every cote, tit mown an plant r p 'ate Dory for eshmmmq purposes coo ens aeruoi d mansions minimum depth courses provided a 24• carefully compacted _neu '•W CON rOor I from held wrists On wMn tntet ,t wee m #'-a' we#ia,, Dock of m1N it to lot .Hoot! to con loan � minimum depth of 7° is rlrn p.oroeee awe. This ores may be concrete A maintained , -select baekfill T1.s den, may L. ii scast of coat p,oct at the option of the contractor •.i -_ __ - - o D. This curb is to be used when �s �� design speed is 40 MPH or less v „ on Rural highways and 45 MPH or i t 1% no. date description -� by ckd. Note Comb curb a gutter having o radius — - less in developed urban 6 suburban of 300'or less (doig face of cub) shall - s REVISIONS drawn by, twp areas. be paid for as radial combination curb 9 \ 6.. e" DRAWING N0. gutter r FREDERICK COUNTY This item may be precast or cost in place. StOnP. aggreg ate t t, >I. Gilbert W. Clifford and Associates, Inc. SANITATION AUTHORITY "4004-T17.dwg' May, 1995 Concrete to precast. Gast A3 if Gas, in place, STANDARD (F.C.s.A.) SHEET— ; 4000PS1 B precast. "tt Engineers Land Planners Surveyors Headquarters Site COMBINATION 6" CURB 8l GUTTER ty 1st'' 150-C Dole Greenwich Dr. 200 North Cameron St, Standard Details SP4 "�t►crrage Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (703) 898-2115 (703) 667-2139 FREDERICK COUNTY, VIRGINIA s Frederic? k County sanitation General Notes: �Aut hority Headquarters Sim 1 1. The contractor shall furnish al/ materials, labor and equipment and perform oil work including restoration for the completed instollation of the utility systems and all other improvements shown or implied as necessary for the completed focilty ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Vlrginic Deportment of Transportation, 0rginio Dept. of Health, fnederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities, however, such may exist that ore not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage sholl be the contractor's responsibility. The Contractor shall notify a// utility companies 72 hours prior to construction. Ca// "Miss Utility" 1-800-257-7777. J. The contractor shall be responsible for a// construction stakeout. All dimensions, elevations and locations shall be lied verified by each controctor prior to beginning the work. The engineer will approve o// cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the work shall be immediately brought to the attention of the Engineer and,/or Owner. 5. A// grading for improvements to be confined to the project area. Any work performed offsite is the Contractors responsibility. 6. Contractor to obtain, at his expense, al/ permits required of this work and shall faithful/" adhere to the permit conditions imposed. 7. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by the Vlrginia Department of Transportation. 8. All fill, base and subsurface material shall be compacted to 95X of theoretical maximum density as determined by AASHO-T-9,9 method A, within plus or minus 2X of optimum moisture for the full width of any dedicated rrght-of-woy. Compaction in other areas to be 9OX. 9. Access for emergency vehicles must be mointoined at a// times. Temporary street signs must be posted as construction begins. Access to fire hydrants is not to be impeded of anytime by construction materials, parked cars, etc. Cars etc.. 10. 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. 11. VDOT approval of this Site Plan expires 3 years from dote of approval. 12. /t is the contractor's responsibility to meet compliance requirements with SEC. 59. 1-406, ET SEO. of the Code of Virginia (Overhead High Voltage Lines Safety Act) 13. Temporary and permanent erosion control structures and methods to be in accordance with the Vrginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 14. All erosion control structures shown or as required during construction shall be continuous/y maintained throughout the period in which areas ore denuded. Areas shown to be surfaced are to have stone base instal/ed 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. 15. All unpaved areas of the site which ore disturbed by this construction shall be provided with 4" topsoil, fertilized seeded, compacted and mulched. Seedbed to be watered and cored for as necessary to provide a good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 16. Water and sewer lines are to be constructed in accordance with these plans and specification and shall odditionol/y 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. 1,'. Contractor to clean-up and restore disturbed areas immediately upon completion of pipe -laying in the affected oreo. 18. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide osslstonce as the Inspector may require in this effort. 19. Vegetation Plan: All gross areas to be seeded with a mixture of Motion Kentucky Bluegrass at a rate of 2-3 lbs per 1,000 sf and Anuuo/ Rye at o rate of 1 /b per 1,000 sf. New/y seeded areas shall be mulched at orate of 70-120 lbs. per 1,000 sf. Adequate watering and fertilization are required to aid the emergence of new grass. 20. Temporary termination of sewer line shall be plugged with a watertight plug. The end of the lateral shall be marked with a treated 2x4 post extending from the plug to eighteen (18) inches above the ground. The top six (6) inches of the post shall be painted green. 21. New connections to existing sanitary sewer manholes will be mode by core drilling the manhole. 22. The Sanitation Authority maintenance dept. is responsible for the installation of water meters. Before o permanent meter is set, they require 1) the frame and cover to be proper/y 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 yoke bar be between 18 and 21 inches, and 4) ail components be between 18 and 21 inches, and 4) all components of the meter box assemb/y to be in proper working order. /t is Developers �Contractor's responsibility to have the meter box assemb/y installed correct/y. 23. Burning of land clearing debris requires o permit from the Fire Marshal's Office. Burning of construction debris on site rs prohibited. O WNER/DE'VELOPER Frederick County Sanitation Authority P.O. Box 618 Winchester, Virginia 22604 Phone: (703) 665-5690 lb 745 •/ f Shawnee Magisterial District Frederick County, Virginia �0 'rJ 0 J � F`��rlliJf yi it �� x ff 1 f' 0 .Vicinity Maw Scale 1 "= 2000' SITE DEVELOYMENT PLAN May, 1995 Plan prepared by gilbert w. Clifford 8c associates, inc. Engineers —Land Planners — Surveyors 11 2 Sheet Index Cover Sheet Site Development Plan 3 Utility Profiles & Details 4 Standard Details 200 North Cameron St. Winchester, Virginia 22601 (703) 667-2139 f C.E. MADDOX, JR. z o CERTIFICATE NO. ., 150—C 01de Greenwich Dr. 0 7091 Fredericksburg, Virginia 22401 REGISTERED PROFESSIONAL (7 0 3) 8 9 8 — 21 15 ENGINEER APPRO VAL BL OCK ZONING ADMINISTR i OR qTE ,-lob Nurn6er.- 4004. TT17 Sheet /lumber SP I e li l EC-1Requred -� i Inv(Out)r730. 5 -� REQUIRED PLANTING LEGEND -PARKING LOT / Required Parking Lot Trees: 19 Provided Parking Lot Trees: 19 / - Denotes Callery Pear, 2" Caliper or equal i Replace Existing Pipe with 45 LF 28"x20" CMPA (Asphalt Coated) O 1.11 % w/Mitered Ends Inverts to conform to Ex. Slope. 2" SM-2A 8' 21B Aggregate CG-6 ........................ .......... ........................ ........... ................ CL V Rte 642 6' Maintain Min. 6' Shoulder Width ------ Ex. Grade _ T CL RD ELEV. i Existing Pavement d(10)-.88 ft �� 12" 2' typ) 2' \ N'`�♦ p`o LANDSCAPED SCREEN LEGEND SECTION "A -A" IMPROVED DITCH SECTION 1 ♦♦ Not to Scale - \ ♦♦♦ °p Required 3 Plants per 10 Feet @ VA, RTE 642 t 1 ♦♦♦` T ec 113 Deciduous Callery Pear or equal Not to Scale Inv(ln)- 1.25 \ ♦♦` 100141T Prgp'"Llght Standard - 14' 1 _ ♦♦♦q 2/3 Evergreen White Pine or equal 1 ♦♦2" SM-2A ♦ 2' JN BM-2 S"28" 21 Aggregate i � � ♦♦ ����� Sy/y0 �qBs� " Sit-2 EC-2 Channel Lining equ�ed 1 � w ' j l �♦♦` Fp. lv(. 8" 21B Aggregate Ex. EOP�ut Smooth 1 � Min _Z I .::.....:..... -� .....:....... ............ 52.8• ♦♦ TOP IL AREA OCKPLIE 25 R ♦♦ �- UNDEGROUND ELECTRICJ&-TELEPHONE PARKING L 0 T SECTION SECTION " B - B" I I 11 V ♦� ♦♦ Pr9p.-5rower Co. X-Former Not to Scale Not to Scale t I i %% 1 1 l V) i W I � � •� � \ 2J�� ♦ Connect Drain Overflow 9 i l r ' Into New Drop Inlet OVERHEAD TELEPHONE I I Ec-,I Requhpd i f 16 20, (21775 sf) \ DI / + ►- �4ase Stile I l ! y` _ 1 l ' 5 k Type DI-7 in � 1 i 9 �t T e D 1 \ 0 �` in In)=747.20 180, a �dyF x 1n Out)-747.10 to Si I _ i } E CUTJIN i 8 f- pThroat�l2 ft �8 ' 0 na. I ( - r°q ) / OjN ro 30 O 0 S 0'R x J?J rg• --- / r' /' / / �. 1 0 N x °' ^ ° 20'R 15'x15' Coner a Dum ster Pix0see Shoe + e g I 5'R ° o Stripe Po �� 5'R _ k -� p + r o i I 2,RL-� r` Arnas as Ito t - - _ _12--eoK_0rete Apron / / / / .•' w r Light St dard 4�J 24, I 8 -y \, ?33-'�fss- - - - - - - (5) 12'x15'torage B i cMlWR \ 5'R 33'`��` '� E eve 5 \ v < �' -/ NED: B2 ,74N A,�� e, Lighted Brl Wall w�Alum. I 1•I e /�� J tar 45 > • \ Inv(Out)s L tter (30 Long x ti' H{qh r- �\ , ?' "� v I h 11 s I E tp-R equlred i- Slgn-100 smuare I 1 ` � ^ , 22.5'B.nd 1 � 38' l Toper 1 t 4' i 30'\ .•�► 3\0 ti ��°p. 1 r --/ 58.3 5 3.75' 1 A- FH .R H.C. amp 12' S'R �\ac - -A 6 O y� Ex. Storm Manholf I 1 12' Eronce Vert A _ ` e 0►C C 115 In In-737.14 1 `'S 0nf s } top f �94� � J1• � � -+- Aieter iFCSA to tnetall ��, ✓ ln$ut)-734.0 1 equirs -� 5R • • ,, I era Tap) .S1 a� NN4. / EX.Inv(Out)-731.71 ^ �,�. ' '8.R o &%h- Electric Conduct / � � / �'� -� -�� qj a N / ✓ d 30'-18 CMP • 0.3 SI i` h 1 r p , / / Inv(1 -7 Ex. 24'-18" ov • 5. r--�j1 w _ r, �__ t3 _� 1 / / .,�,e ydranti1"/ (To be removed) I I I 1 � 1 \: f--•7 ..•- �.�'r'"-•�j4t...�_ .--'•- �(Stk� I _ ! a W---- - -- 9 t.r y �' 10 1 �' r W/ BODO s (86e d SO - 8 P • 0.83X .$lope 50'-18' RCP O 3.72X 1 / �� r�10. le 10 ; /� Owner f act J 35-W, Tnv�Out)-735.00 s► _ Connect New 16 RCP 1 ti O s 1 Locatj - 92L r- _ to MH O Inv. In. 1� i �� JG\ �1 - Wy Grout Watertight s Q ^" - W / -- ST L Con odor to exercise care 1 7 / W W__ 6, x7 construction over and t i' do to 00 A ( \ IN W d ` - Ot L - _.o u� -Qtiffiiet ( ES Req'd 1 x r- \ \ _ ' "�" \ �� + - 20' fflb, Em ency Sp ay I y� Crest O 41. I , � O EX- 18' R� s���' J� \ - 742 ��7 x x f E I D'OPM Conne on o Son. Sewer 1 P 1 (For Future Use) \ 48" Die CMP Rieer 100' Taper •'� 1 `�• -•-� ` k \ west s 740.50 � \ d Inv 7333fr--__-__. x w/2 P"mP w/.33 ft Orifice O 735.9_T_ iLo New Sewer Pump Station Height:_ x 11 \ \ \� \ (See Sheet SP3 for Pump Data) l TV - 753.00 \ `\ 18' High Rip -Rap (Close 1) Berm I3t l 1 F \\ Hei t: 6' ardrall Required Q ' to F_ Inv(ln)-736.15 I 1 c� /) x W f Ex 18' Culvert 1 I I �1 m // / - �`\ Edge of Pa ant �� ' �` o W _J_`�/ Inv(out)-733.62 _ M ID#: X ((1))-Parcel B \ 75' n uff / / l -) � I 1 , FRE6ERICK COUNTY SANITATION AUTHORITY 25' Active Butter 1 / Q J .e ' 1 fNED: B2 l 1 pop x (gill /! �/ USE: VACANT/2X891 Acres / > �� >S? I ! / g a o r // x 25' Acit" Buffer / i IUi / tint 1 I l a Landscaped Screen LLJ 13 Iro �wj A Ex Ing Double Row - 9 -� /75' Inactive uffer 5F + l \\ \ White Pines I I , � � N sr 03• tz" w � 097.83 � r ( ID : 75-A-87C / i l / 1 j i AGAPE CHRISTIAN FELLOWSHIP ID#: 75-A-87C j 1 / ZONED: 62 AGAPE CHRISTIAN FELLOWSHIP Proposed Chain Link Fence USE: NON -GOVERNMENTAL ZONED: RA r I USE: NON -GOVERNMENTAL U GRAPHIC SCALE Gilbert W. Clifford ar 40 0 20 40 so 180 Engineers Land Plani -----.»_.J ( IN FEET ) 150-C ❑tole Greenwich Dr, Fredericksburg, Virginia 22401 1 inch = 44 ft. (703) 898-2115 -� HF-ADQUART- pf(21gaL site D eI92M2Dj .. ?$ .:, .,jji, � t Zcning Business General (B•2) No Pr;)ffters Parking Area A'; P f•n: F t (;,arem i Se: Vacant:°FCSA Water ;r <ir Parking Area La"dscMin iyr; „ej .. .d a %, or Proposed Use: FCSA Headquar"er 4-domii4tra' +44,intanarimFaci}iti*61 1 of Area: 5.8966 ?2561855.9 SF:I Barking Lot Ptenmetut: 553 F' Tax to Number 75 ((A)) ss Parking Lot Perimejer Trees Required, 14 - 1 per 40 FI Magisterial District- :.',hawr** ParkifV Spaces Providod 60 Total S1te C7isturoe+l Aaea`. 5.235;5 toarldn�oQ Type I raee 1104 (trod: tt t pot I upa4oix Tot#I Trs" quire , 19 { i Prn' l otai T "(1viR+1+: 1 r Front X 156 10 F-~ ; f_andsce(. idd Ate '*Man Side 3 3 La Pfr,01 d. 10 Pt t,zandt�rz arl Aro a Rear C 21S Floor Area: 15,681 Sq, Ft: FAR Allowed: 1.0 signs requir8r,': t r, ,;; • , r. +ly FAR Provide& .061 �4igns providgd. 1 tjinp + t f rsrt lfigrt /r M/f: f**JAV wo" Building Heights A!?. �' 315 Pt f3,>sinest, signs. 1 = .;.. .,":.,, r'.i a, rr .��t if),`) ott,taxrie tce,1- Buii&ng Height: f6' Ad ninistrationa2' hMainienarv:f: ; Parkfna and Loading Reauirements Hetiuired Ew_wp�� Zoning t*iric# Rafters rogtsired: (a" V 1y 900' Parking Spaces 38 50 Zoning Uittriief Suffern C'at"Ofy V, tykes Rose Handicap Spaces 2 2 Mtance Butter requW >S' Victim and 761 In v* Administrative {Offices: 1 space per 250 Sq, Ft. DLOAnce Buftf prow*led: 2S' srAivd vvi Ir iri ii,. Office Area - 7,901 Sq. Ft. Total Spaces for Administrative 32 Spaces Screening rogtlire,1 f r rdh, d064" Maintenance Office: 1 space 250 S 1 ' ;. Screening prrrvtrir ': 3 :+ r~ Office) Are_., = 1,50103 Sq, i• t, Total Spaces for Maintenaflces O fices .= F Spaces Landrscaped Sc reer if iiiios4 wr d prnvidedi 3 plants per i0 tinpot $voA Garaget torgge: 1 Space per Err ploy" mirrirnirm 4 test ir, ! . �,',1 1! � �iac;irfiit anti 2<"� �v�rgre�i. Garago/Storage r 0 Ernployep.3 Total Spaces for GarageiStorW.; = 0 TOTAL NUMBER OF SPACES REQUIRED: 38 TOTAL NUMBER OF SPACE13 PROVIDED: 50 Legend -W Existing Water Line -- Proposed Water Line - ----}- Proposed Water Meter NOTE: 740.78 Max. 100 Year - Existing Force Main Flood Elevation FM Proposed Force Main S Proposed Gravity Sewer Main SF -- Silt Fence Barrier CE Construction Entrance Proposed Storm Sewer T, Existing Telephone Line E Existing Power Line INAL SITE PLAN ®iP Inlet Protection R V 6 Existing White Pine Trees DATE1 Proposed Shade Trees (20 Required) e i GENERAL NOTES: 1) Lighting Standard Type to be Approved by Owner. 2) No Woodlands, Lakes & Ponds, Steep Slopes,Floodplains, Z H o� L Wetlands, sinkholes or other Environmental Features located on this site. CERTI CAT REGISTERED PROFESSIONAL - drawn by, twp DI DI 1 2 764764 to cc L E- V�760 I► LO N 760 „ o Existing Grade Q i i FO 756 Guardrail Required 756 752 752 J Proposed Grade a 748 748 744744 f --% as co 740 ---- -- --- - _ -- --- -- - -- - - -- 740 ----- - - - - - 736 1.60 LF--15 ADS(N-12) 736 a 235 LF-15" ADS(N-12) C4 3.45% Slope 0,50 o Slope p - II - II II o to `n + + + VtVV I+VU AftUU Site Storm Profile Scale: 1"= 40' H, 1"= 4' V 0 O co 7 r- 75 -- -- -- ----- O 748- -- --- --cc-- e--t - - _ 74_ - 744 O 744 O 740 -- --------_ 740 _ _ - - ---- 73 E- cis 7,36 z o � 732-- E- v1 -- Q - --- w it w - ----- -- -- � 732 II o � � + 0+00 Entrance Storm Profile NOTE FENCE POST TO BE PL ACED IN THE CONCRETE DECK SLAB 6' FROM OUTER EDGE END VIE J-t UV 1-3 /8" 0 BRACING ��AT CORNERS & GATES I ,-I 2-If IPOSTI L'LZSP] -3 STRANDS e12 GAGE GALV. WIRE W/ 814 GAGE, 4 POINT BARBS HOT DIP GALV •4 GAGE 2" WOVEN WIRE MESH W / TW ISTED & BARBED EDGES TOP & BOTTOM L-2 ` 0 HOT DIP G.S.P LINE POST FENCE CORNER STANDARD CHAIN LINK FENCE Not to Scale rA t ~- PosT mm� & *Awa�mwdew* '. qmmho vy. 0 Im dkmo Area Drainage Mai Scale: i"=200' Pump Station Data Pump Station to be American Manufacturing Sewage Package Lift Station to contain the following: 1 - Grinder pump, Zoeller Modell 6840, 208 volt 3 o phase with automatic reversiblt- cutter action blades. 1 - Automatic reversing control panel with capacitors for three phase, red alarm light, circuit breakers, H.O.M. switch, thermal sensors, U.L. approved, American Manufacturing Model ARSAB124-AJKLS. 1 - Fiber glass receiver with guide trails, size 24"x60", three floats, anti flotation rings and junction box for either inside or outside installation. Contact American Manufacturing Company, Inc. at P.O- Box 54.9, Manassas, Virginia 22110, 800-345-3132. P\-1 H DF �e"' i C.E. M"DCUC JR. Z o CERTIF'IC"E NO. �. u 70% b VISTERED ESSIONAL Aft Onke .Am Surtrttrr DA Area(ac) C CA T(cirmn it2)IriAfr i(10)ku11r 0(2)cls Q(10)c1s A 2.68 0.35 0.94 S 5.4 6.8 5.07 6.38 B 2.60 0.30 0.78 d S.4 6.8 4.21 5.30 C1 1,61 0.70 1.12 C2 3.37 0.30 1.01 C 4.98 0,43 2.14 5 5.4 6.8 11.54 14.53 Total predevelopmem discharge trom site = q(2) • 20.82 cis q(10) . 26.22 ds PoaldawlopnwrM Summary DA Area(ac) C CA T(c)ntin i(2)irVhr i(10)inMr Q(2)c1s C(10)ds A 2.17 0.70 1.52 5 S.4 6.8 8.20 10.33 B 3.45 0.71 2.46 5 5.4 6.8 13.30 16.75 C3 4.31 0.43 1.85 C4 0.45 0.70 0.32 C 4.76 0.45 2.16 5 5.4 6.8 11.69 14.72 Total postefevelopment discharge trom site . q(2) = 33.19 cis q(10) = 4140 ds Total undetained postdeveapment flow (from A 8 C) = q(2) = 19.89 ds q(10) = 25.05 ds Allowable Clow from detention pond (B) - q(2) = 0.93 ds q(10) = 1 17 ds Pcsl Devetoprneni Flows: Two year discharge from pond . 0.80 ds Ten year discharge from pond . 0.90 cis Pond Data Pond Performance Summary Riser Diameter (ft) - 4 Storm 0(in)cfs Q(out)eft EN Riser Invert - 735.50 2 3.20 0.8 739.2 Riser Crest - 740.50 10 4.75 0.9 740.2 Ordice Daimeter (in) - 4 100 &63 7A 740.8 Odlice Invert - 735.50 Culvert OlameNr (in) I E drawn by. twp Scale: 1"== 40' H, 1 =- 4' V STONE CONSTRUCTION ENTRANCE FEWCE DMETER BOX HARDWARE ROP INLET DPNIE CA to SERVICE METER CAPS 6 11/ 71. C"W_*4 k4AY VE.T-Y � =- 6 9 PROTECIYON PIPING METER SiZF YOKE # BOX *1 METER BOX COVER fOW 301,13 CCOW-T04 -10 21 DIA. DIA. 70, MIN, EXISTING 2 X 4' VOUL QAML i FORD NON -TRAFFIC FORD C32 (T,, PAVEMENT DROP INL f 1 Al VITH GPA1( 3/4" 5/8"x3/4"(20 GPM) 18 in. 3" Y502 TRAFFIC FORD C32H L2) 24' LOIG 3/8 r-C'C'S 5:1 FORD FORD NO 30 MONITOR llcf�l_ T 1 5/8" x3/4" (20 GPM) Y504 24 in. COVER W/ RML-12 TOP LID 2 T T i I 1.5' MAX. FRAME TO OCY GATES N FILTER CLOTH 6' MIN I AT MOUNTABLE BERM FORD FORD NO. 30 MONITOR * (GPT1ON4L) V, 3/4" (30 GPM) Y504 24 in. COVER W/ RML-12 TOP LID 2 CLO PC,qTKN4- SIDE ELEVATION FORD FORD NO, 30 MONITOR Al 1- (50 GPM) Y504 24 in. COVE R W/ RML- 12 TOP Ll D 2 EXISTING GREK)ND J 3' MIN Sr, i A Pr I IN NON -TRAFFIC AREAS - 1/2" THICK POLYETHELENE PLASTIC treated 2"x 4" with 70' MIN SIEEL %bilf4t.-I IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3' THICK WALLS top 6" painted blue .%r-LD AL,_ i-INTS B WASHRACt' 10, MIN, GATHER 2 IN TRAFFIC AREAS - 3/4* x 30'x 30" STEEL PLATE WITH 22' DIA. CENTERED meter cover (OPTI[INAt I EXCESS OPENING AND TAR COATED BOTH SIDES IS TO BE AT CORNERS set 2" above L T PLACED BETWEEN LID & REINFORCED CONCRETE BOX T I fin. grade prior 18- 10' MIN 12' KIN. EXISTING varies as required- to sodding PAVEMIE_NT W PERSPECTIVE VIEWS Zo TAKE 21" meter bo corporation stop meter by F.C.S.A X VDOT 41 POSITIVE DRAINAGE to, MIN, 3" stone bedding COURSE AGGREGATE B TO SEDIMENT surrounding box 30" deep 1x3 WN)(;H SAVM. CWM t.) TRAPPING DEVICE -Cs 64' LCtiG 1w/U.8',' -SPACE, MYSI EM.140 FULL VADTH I ARRIC angle check valve MT 136,ajt� OF INCfESS AND [CRESS 36" min. ISTAINEE) SEE WECS) A OPERATION PLAN VIEW 8" min. ti with drain valve 450 angle yoke V MIN 12, 1AW nvlball valve 3' M. 7 1 L T water main TRASH ENCLOSURE DETAIL 12 ft. - Not to Scale ELFA-A'110N 0 F S I'A K E A N D 6" stone bedding I It" type K copper tubing FABRIC ORIENTATION DETAI 1, A continuous— S E C T 1 t� A A without joints from main to meter NOTE Exact location c! meter box ass('n)bly Inithill, avant ft* invert SPECIFIC APPLICATION to be approved nriof to installattov, of the (xillfiall pipe is higheir INW the bottom 7c� -f 11�** TA,twfurv, the In - THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE M the -,tructw* METER SET-TING PARTS INLE1 DRAINS A REIATIVELY FLAT AREA (SLOPE NO GREATER , 4 . 'I tranwIton to THAN 5-) WHERE THE INLET SHEET OR OVERLAND FLOW; (N01 LINE WTER ANGLE YOKE AN(;LE CHECK EXPANSION meter Setting or curb I C F S ) ARE TN PICAL THE METHOD SHALL NOT WHEEL as rwquire�d FXCEEDIN(; SIZE SIZE YOKE BALL VALVE VALVE APPLY T RECEIVING CONCENTRATED FLOWS, FlICH A`, -I NI �N W; 3/4" 314" Y50? BA94-223W HHCA94-323TO (-I EC 23 IN ()I-, HIGHWAY MEI)IAN:� HCA94 3237-0 EC 23 Ni I" type K mapper V504 bA94-444W HHCA94 444T[� EC 4 TJ1_- A-4-4"(12'�-3e") 1" 3/4" Y504 BA94-344W i --------------- L --------- I- , .�ctfflb & gLM-w 3/4' type K copper to, PLAN A440'(42'Plife) single rrititte, instaltati, : 1i )VER REWNEDi 0 -1 - 4' 142,� P,Vel PLAN on L� - ftep, How {COVEA REMOVED) (os reanive Dual Meter Installation . a.1 (F*F details W 5halif Zitif Z) F defoi Is ",t Qwt 2 cd 2) Mom 5118", 3/4", & 1" METER INSTALLATION _`,__.______AA_;r J F igure 5 Lat hobo, Instep It"s With �A 12'II12"plosfic hardware ciotlh Weep Hatia CONSTRUCTION OF A SILT F'ENCE 1,4� ff*0 or Govornized Ill" (as fewired) STRA W BALE BARRIEI? Wine miril"M wire ft0,03 (WITHOUT WIRE SUPPORT Inch: number 4 mah hord- t woe Cloth onChoved fir" 1. SET THE STAKES. 2. EXCAVATE A 4'*X 4" TRENCH STAKED AND ENTRENCHED to outside of structure. BMING WIRE UPSLOPE ALONG THE LINE OF OR TWINE STRAW PALE STAKES COMPACTED SOL TO 6'MAX PREVIOW PIPING FILTERED RUNOFF SEDQAENT LADEN RUNOFF• width trench width as required y 21 hqkl 00 SECTiGh RECOMMEMMID WNMJM dia. schedule 40 3 HMHT CK*AT •t,:_ T IN PLACE FLOW �VITH 12" TO 42'PIPES -cast 04.7 not shown hetrew "a steel pipe filled with For details of Pr( I Class A� 3 concrete to be u-Ad, b concrete and painted 7 Precast Unit Assembly Diagram, page 103.01, h1ci r, depit (H) to be 12i yellow I z Precast General 4ow, page 103.02 and 24! Applicable Precast Base, Airser and Top 3e N PROPERLY INSTALLED STRAW BALE 4" (CROSS SECTION) Details, pageti 1(41.07 thru 103.12 14'- 0� 3 STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT 1. EXCAVATE T14E TRENCH. i TO STAKES AND EXTEND 2. PLACE AND STAKE STRAW BALES. 18" die. THE EXCAVATED SOIL. i 1_330 535 IT INTO THE TRENCH concrete ANCIT, FIRST STAPLE encasemer cu 'VIOUSLY .0410 cu.y4s.14efelpe) TOWARD PRL concrete Elio, LAID BAIF�, Prnlw, • �:Iiconcrete faot,ng may I* precast or cast in piece. Two PRECAST thrust block liftI r g rineAs of fabricators design to be provided in precast footing BOLLARD DETAIL n0l - 7 — No gurlor GENERAL NOTES Increatents shovift are for thlitts without pipes. Pipe disowcaresift fwsl be When specified or Plans the Invert is tots shaped in accentarca with Sfd, Ei- 7A — Sin* Whar w?)m drop inlet is on d grode. deducted to obtain true quoritibles. rl - 7F -- Double qut� ~ drop, to Mi in a sog between Iwo grcides. is-L Poved ditches, an to be "afticraid to frivel Well gotta 0% show to Pd. Its+ Jill Safety Slabs are to be provided at 8' min irrit�m &M 12' maximum 4' he t" 10 v*1 detailed hereon 10 be canstruded wilt be of the option �f For details of conc,"e cower, collar and grate, and method of plocir.9 ortornoch verticall intervals and are to be spaced so as riot to confkt wro, FLOW !he contractor guiller see thee! 2 of 2 operrinGs for pipes as rlinecteci by the Engineer. BALE FLOW 711; TH direction of setting to be approved prior to installation STANDARD MEDIAN DROP INLET Hill, - Li SHEET FLOW INSTALLA'rio,\ 0� - !i� - -,b - 3C I 4x 84" smoojnooweis3boPPro% 12`��C to be placed inuit areas odjoceril (PERSPECTIVE VIEK) an w4is 0� toothittiN concrete to prevent settlement, irsdconcrete pad V-6* sq. x 6" deep ..,Ii,43WOn jciu-, ;Aolt E Acianls,c� Jwt as re FLOW —,A 3 1 1 A A\ i For details f Intel Frame a Cover 2 bre G see St'd. I fjf Jill min 6" max. WE am F 7 7 Type A Ty" 8 T . 4 51�A Wale cw.*vt.t It t T_ 8*0 T-Ft TT_T *NOSE DETAILS t EXCAVATED SOIL. ++_1 4. BACKFILL AND COMPACT THE 3. WEDGE LOOSE SIRAW BETWEEN BALES. crew type 11')INTS A SHOULD HE HIGHER THAN POINT P adjustable -flar F 8*, A Stone stone to be ffitriimurn *we" 6tiliss" valve box Crock Con 'cil DRAINA(;FWAY INSTALLATION 0 above top of base Gwoor locator peg Cr(xx C<tntrol Joint (FRONT ELEVATION) CONSTRU-TION OF STRAW BALE BARRIER if Inlet is conern.4tod in Mealon Cwb or with lh"ro( Curb, Gutter is to be ~fs;4AS*e detail PLAN fnega jqs 6 Min It 0 6� Min IzW 0 Note This or" may be earithen, in which case the *tpGPvon pills wto cloply only to curb or curb and gwter. awl IF 2 0, 'A A Keno ca"ox .11, mechanical i,--wiii It WX 8" X 16" 4" swivel lee will q 6" branch L solid block IR I A L W", Holt .-In CG-� 5 '�G- 7 Standards Type A note d4loil ifiet! lis weed FRONT ELEVATION IT94 8 nose uwa,; sf,ofl of used (G.11. ,tweed) -In CO-2 & �:"-6 stondor" L A V'd.amew w*ebboie to to locaud A A A A A M A in the event the overt of the ci,ttob pipe is higher an it* bottom lo drisif, subbase material. Weel A A.A A A A A FIRF !-iYDRANT ASSEMBLY of the stfuctufe,�he in,,eyt of thi� Structure sholl be snoW with cenwai hall ,Ih 4? s 12 plaslic hard.are I A 4 general backfill Figure 9 1 Note% Standard "els may be C slfvcttd •-1h ConCreft mo'forrk) Prevent sIor4irN at p-4rig of viver in in* s1rucfury. I he cloth Ie6b at Ifaivaritied Wasi A on cost to invert shopmg shot) be irictuded in the price bid for the SRULIWe rt Mo. 0. 03 inch, r,,jnb*f 4 rhesh A A A blocii, m accordance wilt, the details snown on 4 A_ A Standard Dro,ii,#ng DI-M8 hardware cloth onchorsd firmly to sw $1 A A _01®r- owlsida of stluoure. --4:. oel A Fo, vs. on 9'ad6ii A A A O.D.0 _. . SECTION A -A A A WN*I) "Witit *A PiQnd the iniwil 1% 10 DO thilb" � 0"�*QnC# altb A The bottom of the curb and 8 ille 8" sisitheom Piw ls-f -he car of tvirriandig wto piacwn a" moslook -_9 Litter rricy he constructed an the stonoora, ono soecifiei on int plans oil Do �Idhtd 0 Ihs iih.�Q . 1. N ind-ftd I 1'. W.4 bO W Ph* d1ft �41. STANCARD CURB DROP INLET pairallel to the slope of sub- t: 'I of fht' 01ffQI11 P1.1e 10 In* top of In* structure Plan "H" Lenlah of slot It.) .,it, a, every coso, tt thorn a. •piorI4 I ate orgy for estimating purposes ono tne octal dimension. surface courses provided a carefully compacteci '.e contractor from field conditions. when Inlet 4 vood in 4'-0' Me*an . back of Inist & is be showed to confair. minimum depth of 7" is select backfill with wope, 44 owe This area nay be concrete- maintained rNs Item "I Do Precast or cost piocit at the option of the contractor 4" This curb is rope used when 0 Elp design saved is 40 MPH or less on Rurcil highways and 45 MPH or T o. date deserfptlon by ckd. Note. Comb curb a gutter hayi-q cl radius . . . . . . . . less ir, developed urban a suburban of 300'or less (ak" tome of cob) sholl st oracle be paid for as radial combination curb B REVISIONS drawn by. tap gutter 6" DRAWING NO. This Often may be precosi or cast in poce� stone aggregate FREDERICK COUNTY 4004-T17.dwg* Co,lcrete to be Class A3 if cost in place, STANDARD Gilbert W. Clifford and Associates, Inc. SANITATION AUTHORITY May, 1995 4(00 PSI if precast. MIN SHEET T_ 3� 3, -iN jW4SHRAC� (OPTIONt 1.10' MIN POSITIVE DRAINAGE. To SE:lo'., N, 'fie"', DEVICE" N, IC, (F.C.S.A.) Engineers Land Planners Surveyors Headquarters Site COMBINATION 6" CURB 8t GUTTER Standard Details SP4 150-C 111,ole Greenwich Dr, 200 North Cameron St. Fredericksburg, Virginlo. 22401 Winchester, Virginia 22601 1 (703) 898-2115 (7 03) 66 7 - 2139 FREDERICK COUNTY,1. VIRGINIA