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Home My WebLink About037-96 Frederick Veterinary Hospital - Opequon - BackfileCONSTRUCTION NOTES GENERA 1 The contractor sholl 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 ore --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. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the perimit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7• 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. EROSION CQNTROL 1, A Land Disturbance Permit will be required prior to initiating any site work. This permit con be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and method's to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required durin g 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 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. 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 gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access toi fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines ore 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 Sanitation Authority as necessary, 2. 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. 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require.: 1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to 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 contractor's responsibility to have the meter box installed correctly. 5 The Frederick County 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 the Authority's assistant engineer. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of this work. 7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of the standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Adminis and VOSH Rules & Regulations. 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104, 04- C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until adequate design can be determined '12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 27. of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15, The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. FT__1 ahDERIUK d 7 , 0 FOINII u "'�OUNTY 119 111, Radiio' o r o F oiTi 1, • o �' O `• t 0 0 •s,• t� 752••� 4 C-� 0 0 ' Vicinity Map SCALE 1' = 2000' REVISED JANUARY 2 1997 AUGUST 14, 1996 Gilbert W. C iffor � & Associates, Inc. Engineers - Land Planners - Surveyors 150-C 01de Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (540) 898-211,5 (540) 667-2139 VIRGINIA SHEETINDEX 1 R COV SHEET E 2 SITE GRADING & UTILITIES PLAN 3 STANDARD DETAILS & PROFILES EXISTIING GRADE PROPOSED GRADE PROPOSED PROPERTY LINES PROPOSED EASEMENT AREA PROPOSED SAN. SEWER & MANHOLE PROPOSED CURB & GUTTER PROPOSED ASPHALT AREA EXISTING WATER MAIN & PROPOSED WATER METER Z ING DMINISTRATOR APP OVAL EXPIRES FIVE (5) YEARS FR BRUCE E. WELCH, D.M,V. 1904 DOUBLE CHURCH ROAD STEPHENS CITY, .VIGINIA 22655 540- 869- 3559 -0�' /�' 15'7 D TE APPROVAL SHOWN ABC p1 %� vJ Gti P\ H .Z C,E, MADDOX, JR. o CERTIFICATE N0, -� � 7091 .D Job Number:_ REGISTERED PROFESSIONAL ENGINEER Sheet Number____1 _ of T: - "6015-COV.dwg" E TM 75 PCL A -- 37 f X. Sm. SOWW M. H. 0.11 FULL GOSPEL ASSEMBLY OF GOD ZONED; B1 USE: CHURCH MANHOLE #1 Ex, scv). Sewe, M.K RIM=7655.50 IN =758.65 - P)m-764.68 .trig In= 7,56105 Otaf-754-94 OUT-758.45 A ipv. .1 IN -755.72 (NEW) I Utility Pole ✓ PROVIDE KOR-N-SEAL ADAPTOR fai CORE DRILL NEW WVERT TM 75 PCL A 39 FULL GOSPEL ASSEMBLY OF GOD ZONED: 81 USE: CHURCH 15' ADDITIONAL DEDICATION TO V.D.O.T.--< MANHOLE #2 RIM-766.30 OUT=760.00 36' TAPER (TYP.) CG-6 (TYP.) CG_11 POLE TO BE RELOCATED TM 75 PCL A 37 5m,--Nod ;o Power FULL GOSPEL ASSEMBLY OF GOD C. WATER SERVICE BY F.C.1A. 1 W 7ER AIR LAT. W1 I- W 90K ASSX, 314 METER TM 75E PCL((D) - 1 JENNELLE, SHEILA MARIE & DAVID ZONED: RP USE: RESIDENTIAL 3' EVDVGREEN HEDGE FULL SCREEN 6' OPAQUE FENCE & 10' LANDSCAPE SCREEN ZONED: E31 76 USE: CHURCH Cr q,-p a 2 'ASPH T 10 PAR N L T C Sim CG-12 ONE STORY fk OFFICE BUILDING FXFIFE H {VET_ _CLINIC) FF=769.00 A 7 \, J, C�ly.�"I xm REPLACE W1 15" C.M.P.A. TM 74B PCL(- 1 HOOVER, LOUIS A. & NINA G. ZONED: RP USE: RESIDENTIAL TM 75E PCLC01 ,)- 2 NEWLIN, TM MA ZONED. RP USE: RESIDENTIAL OUTDOOR EXERCISE AREA 6' CHAINLINK FENCE 8'x25' CONC. PAD 0 TM 75E PCL(01)- - GOODE, PAUL J. & PEGGY M. ZONED: RP USE: VACANT . . . . . . . . . . . . 10' CONC. PAD 704 -e FUTURE,ACCESS / DUMPSTER AREA + + TM 75E PCL 4 LAYDEN, WILL AM B. ZONED: RP USE: RESIDENTIAL er� 4, .1- A 4p ecl _769 TM 74B PCL - 2 4� + GALLOJHOMAS M. SRATHLEEN T. '- C, ZONED: RP 7 -1 TM 75&-PCLn(2)- 6 USE: RESIDENTIAL )�!CKER, WKNDA G. -& JACOB L. GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) I inch = 30 ft. REVISIONS no. date, description 1 1102 197 REVISED PER FC.S.k COMMENTS_ 2 _IZQ2Z97 REVISED PER V.D.O. T COMMENTS 3 __IZ02 97 REVISED PER FREDERICK COUNT.{ PLANNING DEPT. 4 _1Z22Z,9 7 REWSED PER FREDERICX COUNTY PLANNING DEPT. 5 4104,197 1 REWM PER FWDERICK COUNTY PLANNM DEPT. ZONED: RP USE- RESIDENTIAL 120 TM 748 PCL Sq3 3 GALLO,THOMAS M. T L�EEN T. ZONED: RP USE: RESIDENTIAL --- JOB NO./DWG. NAME- "6015-SPI.dwg" by ckd. Sf CEM DATE: AUGUST 14, 1996 Sf CEM Sf cEm DESIGNED BY: C.E.I. qf CEM r am DRAWN BY: D.S.F. 0 TM 7,* PCLC01)- 7 BRUM4ACK, DEBORAH KAY _1 ZONED- RP USE: RESIDENTIAL I H QF x CT, MADDOX, JR. z 0 CERTIFICATE NO, 0 7091 y REGISTERED OFESSIONAL 16C41,9ENGINEER SHOULDER HALF TYPICAL SECTION OF RTE 647 Gilbert W. Clifford Engineers - 150-C Dole Greenwich Dr. F-rederickshurg, Virginio. 22401 (540) 698-2115 mr-r-r�kjVr_U UIN O/Uy/_-j CURRENT USE: SINGLE FAMILY RESIDfNTIAL PROPOSED USE: SINGLE FAMILY RESIDENTIAL (EXISTING) VETERINARY OFFICE (PROPOSED) LOT AREA: 2.05 ACRES TAX ID. #75-((A))-38 MAGISTERIAL DISTRICT: OPEQUON TOTAL SITE AREA DISTURBED: +0.5 ACRES BUILDING REQUIREMENTS SETBACKS REQUIRED PROVIDED FRONT 35' 97' SIDE 15, 25' REAR 50' 270' BUILDING HEIGHT ALLOWED: 35' BUILDING HEIGHT PROPOSED. 28' BUILDING AREA: 3,250 sqft PARKING SPACER # SPACES REQUIRED-.13 # HC SPACES REQUIRED: 1 # SPACES PROVIDED:13 # HC SPACES PROVIDED: 1 1 SPACE PER 250 sqft FOR VETERINARY OFFICES TOTAL # OF SPACES REQUIRED: 14 TOTAL # OF SPACES PROVIDED: 14 StGNAGE BUSINESS SIGN REQUIREMENTS. CONDITION #2;CUP #006--95 SIGN SHALL NOT EXCEED 6' IN HEIGHT & 20 sqft IN SIZE LANDSCAPINQ REQUIREMENTS PARKING AREA LANDSCAPED REQUIRED: 0.05 OR 24 scift PARKING AREA LANDSCAPED PROVIDED: 25 sqft PARKING LOT PERIMETER, 190' PARKING LOT PERIMETER TREES REQUIRED: 5 TREES (1/40') PARKING SPACES PROVIDED: 13 PARKING SPACESTREES REQUIRED: I TREE (1/10, SPACES) TOTAL TREES REQUIRED: 6 TREES TOTAL TREES PROVIDED.- 6 TREES LANDSCAPE SCREEN REQUIRED: CONDITION #3; -CUP #006--95 LANDSCAPE SCREEN PROVIDED: 6' BOARD FENCE W/ TREES PLANTED 3 TREES PER 10 LINEAR FEET, MINIMUM 4 FEET IN HEIGHT; 1/3 DECIDUOUS AND 2/3 EVERGREEN PLANTS REQUIRED: 20 DECIDUOUS EVERGREEN Z- 0 FIijVta C-fiW'TOTAL PLANTS REQUIRE[., NOTES FROM QONDITIONAL USE PER14T #006-25 ].A SITE PLAN MUST BE SUBMITTED AND APPROVED. 2.A BUSINESS SIGN OF THE MONUMENT TYPE NOT EXCEEDING 6' IN HEIGHT AND A MAXIMUM OF 20 sqft WILL BE ALLOWED. 3.THE USE SHALL, HAVE A FULL SCREEN TO PROTECT RESIDENTIAL AREAS. LOCATION AND EXTENT OF THE SCREENING TO BE DETERMINED BY STAFF DURING SITE PLAN PROCESS, 4-ANY PROPOSED EXPANSION BEYOND THAT APPROVED ON THE ORIGINAL S!TE PLAN WILL REQUIRE A NEW CONDITIONAL USE PERMIT AND A REVISED SITE PLAN. 5.THE PROPOSED CLINIC OR HOSPITAL MUST BE CONNECTED TO PUBLIC WATER & SEWER. 6. COMPLIANCE WITH ALL REVIEW AGENCY COMMENTS MUST BE COMPLETED PRIOR TO BEGINNING OPERATION. 70NL'Y ANIMALS REQUIRED TO BE HOSPITALIZED FOR MEDICAL REASONS SHALL BE ALLOWED 'TO REMAIN ON PREMISES OVERNIGHT. &ANIMALS RECOVERING AT THE FACILITY WILL ONLY BE PERMITTED IN OUTSIDE AREA FOR BRIEF EXERCISE PERIODS. ADDITIONAL NOTES 1,WATER SERVICES TO BE INSTALLED DURING CONSTRUCTION. 2.EXISTING DRAINFIELD TO REMAIN IN SERVICE UNTIL PROPOSED SEWER IS COMPLETED AND APPROVED, 3.EXISTING SEPTIC TANK TO BE FILLED WITH STONE UPON COMPLETION OF PROPOSED SEWER, 4. NO OUTDOOR PARKING LOT LIGHTS AS PART OF THIS PLAN, 4" CONCRETE C C -6 1-D PA VEMEN T OE SIGN F" 21 -- 8 1�' _W-2A ASPHALT COW. PARKING LOT PAVEMENT DETAIL and Associates, Inc. Land Planners — Surveyors 200 North Cameron St. lo/inchester, Virginio. 22601 (540) 667-2139 all I [— 10' -1 14' -1- 6, __j M4 rCq _)( &ROSS /SRNG PAVEMENT DESIGN 8" 21-8 8A4-2 ASPHALT CONC, 1.5* SO-2A ASPHALT CONC. HALF TYPICAL SECTION OF ENTRANCE scale " -�, F'REDERICK VETERINARY HOSPITAL 1 = o SHEET SITE PLAN 2 OF 3 APPROVED BY: CIA EDERICK COUNTY, VIRGINIA 6' i 4' 770 I Me 7Fi 755 MIN. AT TIME OF PLANTING PERIMETER BOUNDARY f 6' HIGH BOARD FENCE V / n — � 10, 2/3 EVERGREEN(typ.) WHITE PINE OR EQUAL MIN. 4' IN HEIGHT 1 /3 DECIDUOUS (typ.) ARISTOCRAT PEAR OR EQUAL MIN. 4' IN HEIGHT LANDSCAPING AREA DETAIL 0 �4"� 2 R 10 IF i7A* ♦'on . This area may be concrete - at the option of the contractor This curb is to be used when design speed Is 40 MPH or less on Rural highways and 45 MPH or less in developed urban 8 suburban areas. CO-6 The bottom of the curb and gutter may be constructed parallel to the slope of sub- surface courses provided a minimum depth of T" is maintained. Nate: Comb. curb 9 gutter having a radius of 300' or less (along face of curb) shall be paid for as radial combination curb 8 gutter. This ftem may be precast or cost in place. Concrete to be Class A3 if cost in place, 4000 PSI if precast. REFERENCE I" COMBINATION 6" CURB 81 GUTTER 105 VIRGINIA DEPARTMENT 502 of TRANSPORTATION 20103 ANIMAL MEDICAL CENTER � 2.5• OF � FREDERICK COUNTY � 6' 6"x6" TREATED POST SIGN DETAIL CV O O in in , ICO J O _^ � Z QziPROPOSED 11 Z II zi cc GRADE _ f\ I I g EXISTING GRADE 1 i• PVC 140.00' 8" (SDR-35) QJG 0 �o®6R�51 l�o PROVIDE KOR—N—SEAL ADAPTOR CORE DRILL NEW IN T 3 Z C 1 kD O LO II II ? O V_ v iri cLi 0+00 1 +00 REVISIONS no. date description 1 1102197 REVISED PER F.C.S.A. COMMENTS 2 1120197 REVISED PER FREDERICK COUNTY PLANNING DEPT COMMENTS 2+00 general beddill — general backfill O.D. r — — r e• O.D. -- r i24' carefully compacted T24- carefulty compacted tielect backt* A,selw baddil O.' 'Es. stone . aggregate ••- � O. }: 1n O.D- 6 6" stone ewegate concrete STANDARD CONCRETE CRADLE -- general backfill — general baddill O.D. I a- r 24'carftvy compacted carefully �r Otinersto b compacted — T24• 770 select backfill _ O.D.Or T- : 1/2 O.D. o D fr store aggregate concrete CONCRETE ARCH CONCRETE ENCASEMENT repave to 1.1 /2 times original thickness .._-� -- saw cut 10 be made at the of replacement. 765 e' O.D. O entire trench to be 6" compacted 21 A r_ Y D O T PAVEMENT REPI,A„CF FNT TRENCH & BEDDING Figure 1 760 755 750 JOB NO./DWG. NAME: 6015—SP1. dWg' by ckd. dsf CEM DATE: A UG UST 14, 1996 dsf CEM DESIGNED BY: C.E.M. DRAWN BY: D.S.F. APPROVED BY: C.E.M. I H pF f 10 � z C,E. MADDOX, JR. z CD CERTIFICATE NO, v 7091 REGISTERED PR❑FESSI❑NAL ENGINEER _ top of manhole at grade in pavement areas unless otherwise directed ; t'-6- top shag be set 18- min. above grade in easement areas square skid pad 6" thick — contractor to grout manhole COVer, in place 4 bolts (3/4" dia ) adjustment rings (I I" max ) ' 18" max concrete ASTMCAso— i~. 4000 psi 1 2_or 16" (typ.) pioneer 301 mastic applied between joints and on exterior side of joints joints are to be sealed with "0" ring gasket van 4'-0" ID —pipe to manhole connection to be Invert channel to provldea by flexible sleeve smooth transition in to out, 3'-0' nun for all connections 2.0- max. 4'-0" max grout bottom of manhole top of bench -wait to form channel 'r{'r'fltii �;� :•.+'•i?is'is ':':}i same elev as irf y f tt err tit:` j tivrti it }:tr top of pipe a- •�•�.ti��f;.�.ti.�.ti.ti.ti.�.�•v.�. 6' bedding one St — r•r•r• r•r•r•r•r•r•r•r•r.r•r�'tii:2?• �'�•�•ti•+• ---+wti.ti.�.tif`�-.�.�.ti.�.ti.ti.�.ti.w.�f• �!�:i:1:'r.r.r.r.r.r7r:S:'� NOTES 1 Manhole sections shall have an external coating of approved bitumastic water proofing pnor to Installation 2. M adjustment elevation exceeds two lncl,,ra use concrete adjustment nags with a exterior coating of bitumastic water proofing 3 Final slope adjustment of manhole frame may be by shims and non shrink grout 4 Skid pad to be placed around manholes located in shoulders of roads 5 Flat top casting shall be used on shallow manhole (6 h or less) installations STANDARD MANHOLE Figure 12 METER 8OX HARDWARE SERVICE METER PIPING METER SIZE YOKE A BOX •1 METER BOX COVER DIA. DIA, FORD NON -TRAFFIC FORD C32 3/4" 5/8- x3/4- (20 GPM) Y502 18 in TRAFFIC FORD C32H 1- 5/8" GPM) FOR" in. FORD NO. 30 MONITOR .2 x3/4" (20 Y504 24 COVER Wi RML-12 TOP LID 1' 314" (30 GPM) FORD 24 In. FORD NO. 30 MONITOR .2 Y504 COVER Wt RML-12 TOP LID i' 1' (50 GPM) FORD 24 in FORD NO. 30 MONITOR .2 Y504 COVER W/ RML-12 TOP LID �1 IN NON -TRAFFIC AREAS 12' THICK POLYETHELENE PLASTIC treated 2"x 4" with IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3' THICK WALLS top 6" painted blue �2 IN TRAFFIC AREAS - 3/4" x 30' x 30' STEEL PLATE WITH 22' DIA CENTERED meter cover OPENING AND TAR COATED BOTH SIDES IS TO BE 5e1 meter above PLACED BETWEEN LID 6 REINFORCED CONCRETE BOX fin grade prior tg• ones as required to sodding 2t- r ` corporation stop 3' stone bedding 18" 1 meter by F.0 S.A. — meter box r �_ surrounding deeprrounding box { _ _ � J J 36" min ± angle check Valve 8" min with drain valve 45 angle yoke I' __�`_"��✓ ball valve t n water main type K copper tubing continuous without joints from main to meter NOTE Exact location of meter box assemb!y to be approved prior to installation. UFTFR SETTING PARTS LINE SIZE METER SIZE YOKE ANGLE YOKE BALL VALVE ANGLE CHECK VALVE EXPANSION WHEEL 14' Y9' 3/4• Y502 BA94-223W HHCA94.323TO 0 EC-23 V 14• Y50A BAe4.3"W HHCAe4323TD G EC 23 i• 11 Y504 BA944A4W HHCA94-4"TD-0 EC-4 6' stone bedding 2 k' 3' *eii&ban to new sietwgas noxied )k is -;-face a curb ' ' 4 gune, 2,4. %b^ K aoptlr fat sJnpls mew miMabn • 3/4' !. eye Duel Motor Installation 5/8", 3/4", & 1" METER INSTALLATION Figure 5 Gilbert W. Clifford Engineers 150-C 0lde Greenwich Dr, Fredericksburg, Virginia 22401 (540) 898-2115 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) t. SET THE STAKES. 2. EXCAVATE A 4'X 4" TRENCH UPSLOPE ALONG THE LINE OF 6' MAI( STAKES, Jill ikon 3 STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4 BACKFILL AND COMPACT THE EXCAVATED SOIL oC rLON ' SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B -- DRAWAGEWAY INSTALLATION (FRONT ELEVATION) Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control. Sherwood and Wyant 111 - 25 and Associates, Inc. Land Planners Plate 3.05-2 -- ---------------- CG it - __ Pe'irS.$a" T O Caw/ mor1w A71 S f'oy Uhe Cc -lip pay Un CG I r 1 i Yor rrdrA 1 i1a, a4 ay eioo .yr.f Yin Siol►rs Stuns_- r ear, a Ir' n RADIAL PL AN ca r'%- i flIOR 35 4dost SDR 33 WW by tit SOR21--' ,d bell adateer bcelor Poo '—soft 40 I seders 50R3Sex4' SDR2t godoWW"Cap galiketed beg Wye tripe and gaings I ditty Ire _ c- I 16' 1 36' min. I Cover T a .I N1' II �1,Lud!y1yf, i?:) x,.rv+. l.:fr treated 2'x 4' with x d top b panted green 1�41, irl - 4" Pioe at 2 00% minimum grade GRAVITY SEWER SERVICE LATERAL Figure is VDOT yl COARSE AGGREGATE FLOW CLASS I RIPRAP rapt wrb staien Der /Mrilr s pd Gorr/ins a I um Islpe rlr'a Q W146ont. _.54 Ira `^' Car/y' o� Yr.!•W& o yr, r/an Sidewalk a Sraawul Spas - oQ' ' Ar Ain Joffe CawrucNm rfl ---P� U'=' cG 12 p ---- - it CYN ryprAt artmAIE RA. PUN 6It fag VSE AT APPOCA&L STREET CONNfCTrowS AND C'lietut k',At a fr Cixwisrcir EE✓rance IMYRANCtS. f hoft lr.ct Trorfk Airklpded 1 see Slel.sad CT. i.f §Aw 707d0 ----[- —_-y —T-- "•o: - S/4oe Ind Wo Iftaa 1 A TANGENT PLAN sfl lsrwETRic vtnr �rrhre Srd.CG! CG I, Is used. IWES . Scares KM IwNA r .0ftir adfr srrto l 1'.4'IS IA* afrdaew Cur& raW fWW /o a gloss A Cbrctrs (PWJ A 4 / "Ail wl In rlip.uhionfInpra rge�JreAeira b OMs1o0N =nf;7 sw rocs tsrl�rqq R11 e4lrs r/d►n If me ramp rim (romp floor wly ar In scow o Itil s/gos Oroc" r c'osl pant Tta droctoao rwrdng a/Wl be pf •Idtl oy en s.pooW oygreyore Srd (ti-t --- r ! -------i firaA Romp stab f f e.c"d a o a.)a.,ei spin of /r c r CGs fwse slid" of cwo h to a aly . ap tV hp per o.p puwtl axriyltNc Iln h /lm a al . • ., irssisW cawr„cIiion /rrr inn Iepirlhad bars. C _ roole rip 'ft'sr be Owed lodsi !n apace P Sias am . are ai x `W l r "sl rantfflkr omen carrel* JAW a Chase A-4 SECTION A -A TNs are ow be Rayidred bwi ae /o a gas . rp«tl 1 cWVr to Mr Mara bon s/d.s of The ho.p P'&-" a coat in At" fkw. hid VWA of twits flow NlNax on w dfe cww I �J'. •S . d Ras a Ir cc_. Curb /onyss *IN a Auoswao aid pad fa of 110 oviliaxt wilt pkas fa rydroullc Csasve _ Pr *iluaof* CaWrucYlm Cadre Wdewolr will E.p"w uyprylore siaerat. cnepiere inpara Srgw /rd 400./mua •�~ Cub/aura ao lt~ S" Ifdtisfrfau dd/Melt to OW roapr a* Irck~ in pyaera for cub/wrb aid pAr. wan Cl; f fl CG 1, Ile cwb fun m INS Slahx/ord Is Whin used to cOo mu(7lai Vd&ehd b be OO/usltl to aWCn /le .x6.rYaa* Cu/b CaIlpwr/as SECTION R R 13A""stblr mule Is drlhed as a caVlruua Curb Rape we la a located as s/w.n on tie pair a as 0scied IV no fnbfner, LIWIS of E.posed ogppiee s/doralf wool/ii.cNd. srobM.Ilr �e as .slip Iaslslal raw ro to bS palA�q r Irlr sacylaos rre•rr on omssuDN .nrS �I +IfNn trie rlgll i1 pen ca,~inu all a sID4 nary/s of a rrq�� A a fYyliq /Speh crass" a Cwb rrddrreu r wZtef sldewoft Is •.Isll% Ir rhae r n d al0ewoe r S4es*ae I„s„ qC4, faddy tMt ors M olipaecrrl.ress end /iM•••o r #&*.I~TT tw awy a* (I Nr / ae pmsrrl"n cfwsvons as srwn w, pan ifssf 4 gr44w rim m.dlNy laipalf aaela OF as dilOCls M Ina I Pifer. Nd sra.ld for t. acwad MAInd .anise slap rhos EsJANAIT eeNSShs.fIIS irdhars.dhop Inrs..1C.+INaso effaYI10-41 re. C�lR HAA41" vtfr[+io N Ili KaCE fP(_ RSONS W/Tli M0i911.1I Y IMPAIRMENI Sl x1z ?G 509 I Y/IKieNEA Ir1C pAli/11fIr/ fits' IRAN SPLwI AJ ION Raised 4 ed 91 S(/4 scale FREDERICK VETERINARY HOSPITAL AS SHOWN SHEET STANDARD DETAILS & PROFILES 3 OF Surveyors 200 North Cameron St, 3 A✓inchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY, VIRGINIA m CONSTRUCTION NOTES GENERAL 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" 1-800-257-7777. 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. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. 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. EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. 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'. 3. 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 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. 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 gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. 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 Sanitation Authority as necessary. 2. 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. 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to 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 contractor's responsibility to have the meter box installed correctly. 5. The Frederick County 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 the Authority's assistant engineer. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of this work. 7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Adminis and VOSH Rules & Regulations. 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 7. Contractor sholl notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virai is Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 1.0. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until adequate design can be determined 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadway fill, base, subsurface material and baekfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 27 of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT Standard CD and UD underdroins shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Gilbert W. Cfiffordln 8c Associates; Inc. SHEET INDEX 1 COVER SHEET 2 SITE GRADING & UTILITIES PLAN 3 STANDARD DETAILS & PROFILES h, LEGEND EXISTING GRADE PROPOSED GRADE r� PROPOSED PROPERTY LINES -- PROPOSED EASEMENT AREA PROPOSED S.AN. SEWER & MANHOLE PROPOSED CURB '& GUTTER -�- PROPOSED ASPHALT AREA sFRAN ` ; .; , .mar u EXISTING WATER MAIN & PROPOSED WATER METER --�--� m _ yjr J.LF//ir / v/ ' Z 0< INf ADMINISTRATOR SfTE 'PLAN .AP M VAL EXPIRE'S FIV OWNER/DEVELOPER- BRUCE E. WELCH, D.M.V. 1904 DOUBLE CHURCH ROAD STEPHENS ,CITY, VIGINIA 2265-5 540- 869- 3559 DA E ZOM DATE Or APPROVAL SHOWN Alk 9 1r\�r1Y� � C, a CERTIFIG TE N o 1 5 0 7091 Job Number REGISTERED PRUESSIONAL ENGINE ER Sheet Number- of , "6015-COV. dwg" 6' _ � 4' 1 770 c 765 76 S 755 MIN. AT TIME OF PLANTING PERIMETER BOUNDARY �6' HIGH BOARD FENCE — X 10' 2 WHITE PINE OR EQUAL/3 EVERGREEN(typ.) MIN. 4' IN HEIGHT 113 DECIDUOUS (typ.) ARISTOCRAT PEAR OR EQUAL MIN. 4IN HEIGHT LANDSCAPING AREA DETAIL ANIMAL MEDICAL CENTER OF FREDERICK COUNTY 6" TREATED POST IGN DETAIL 4' 2•R A A.� to A• A. .,• . in I' :1' ♦ : �' A • A • . .:. : A . .. •. .. .. • . • A A :A A The bottom of the curb and gutter may be constructed parallel to the slope of sub- 20- surface courses provided a �f- minimum depth of 7" is This area may be concree maintained. t of the option of the contractor This curb is to be used when design speed Is 40 MPH or less on Rural highways and 45 MPH or less in developed urban 8 suburban areas. Note: Comb. curb 8 gutter having a rodus of 300' or less (along face of txrb) @tall be paid for as radial combination curb 8 gutter. This Kom may be precast or cast in pace. Concrete to be Class A3 if cost in place, 4000PSI If precast. REFERENCEN COMBINATION 6" CURB 8c GUTTER 105 VIRGINIA DEPARTMENT 502 of TRANSPORTATION 201.03 N O O W J t\ Q Z P POSED GRADE I EXISTING GRADE I r; .I 8" PVC 140.00 (SDR-35) U 0131 PROVIDE KOR-1iI'—SEA I ADAPTOR CORE DRILL NEW IN T 3 Z O ^ L t0 O to II II O? O V CO O �0 0+00 1 + 00 REVISIONS no. date description 1 11102,197 REVISED PER F.C.S.A. COMMENTS 2 1120197 REVISED PER FREDERICK COUNTY PLANNING DEPT COMMENTS Paolo] 770 765 755 750 iO entire trencl1Ctedn to be _7(r 01Mrpetted 2 t -A V 12O T PAVEMENT R PLArF:MLFNT TRENCH & BEDDING Figure i JOB NO./DWG. NAME: "6015-SP1.dwg' by ckd. dsf CEM DATE: AUGUST 14, 1996 dsf CEM DESIGNED BY: C.E.M. DRAWN BY: D.S.F. APPROVED BY: C.E.M. H pF r ,o c1 x C.E. MADDOX, JR. Z o CERTIF-ICATE NO. �. v 7091 REGISTERED PR❑FESSI❑NAL ENGINEER_ square skid pad 6" thick — concrete ASTMC-150 4000 psi Joints are to be sealed with '0' ring gasket Invert channel to providea smooth transition in to out, for all connections grout bottom of manhole to form channel top of manhole at grade in pavement areas unless otherwise directed top shall be set 18" min. above grade in easement areas _contractor to grout manhole Cover in place 4 boffs (&4' dfa-) adjustment nngs (11' max ) pioneer 301 mastic applied between joints and on exterior side of joints variable — —pipe to manhole connection to be by flexible sleeve 3'-0' min 4'-0' max top of bench wall same elev as top of pipe ti. tiss.ti.�.�.ti•� �.ti.s.ti.�.ti ti.ti.�.ti. _L 6" road@ Stone } J.}.nr.�.r.hl.f.hhd.d.hh}.hhl. ♦'�•�.ti. ti.ti.ti.�.�.ti•ti rig--..--+�.�.ti.�.�.�.�.�. . . .�. r.r.J.. ..J.J.J.. NOTES 1 Manhole sections shall have an external coaling of approved bftumastic water proofing prior to Installation 2 If adjustment elevation exceeds two Incl.»s use concrete adjustment nngs with a exterior coating of bitumastic water proofing 3 Final slope adjustment of manhole frame may be by shims and non -shrink grout 4 Skid pad to be placed around manholes located in shoulders of roads 5 Rat top casting shall be used on shallow manhole (6 If or less) installations STANDARD MANHOLE Figure 12 METER BOX HARDWARE SERVICE METER PIPING METER SIZE YOKE N BOX ei METER BOX COVER DIA. DIA. FORD NON -TRAFFIC FORD C32 3/4' 518" x3/4' (20 GPM) Y502 18 in. TRAFFIC FORD C32H 1' 518" GPM) FORD 24 In. FORD NO, 30 MONITOR e2 x3/4' (20 V504 COVER W/ RML-12 TOP LID 1' 3/4' GPM) FORD 24 in FORD NO. 30 MONITOR e2 (30 Y50A COVER W/ RML-12 TOP LID 1' 1' (50 GPM) FORD 24 in FORD NO. 30 MONITOR e2 COVER W/ RML-12 TOP LID Y504 e1 IN NON -TRAFFIC AREAS - 12' THICK POLYETHELENE PLASTIC treated 2"x 4' with IN! TRAFFIC AREAS - REINFORCED CONCRETE WITH 3' THICK WALLS top 6- painted blue e2 INI TRAFFIC AREAS - 3/4' x 30" x 30- STEEL PLATE WITH 22' DIA CENTERED meter cover OPENING AND TAR COATED BOTH SIDES IS TO BE set 2 above PLACED BETWEEN LID & REINFORCED CONCRETE BOX fin. grade prior 18" arias as required to sodding 1S'- 21' ' meter by F.C.S.A. — meter box corporation stop-3' stone bedding { i J _ � 30" deep surrounding box 36' min. ± angle check valve 7 with drain valve 45` 8.� angle yoke I I bat valve � �J —�� •JrJ J• hJ•!•J•hJ•J•J J J•I• •I •J }�I�J� I�l±J�J�J• .vr.ti.�. •.♦ ♦.a�.�. water roam i•...N.. •J�+•J• ?iTi.J.J.J-r.J J•.-J. �- 6 stone bedding 2 ft. type K copper tubing continuous without Joints from main to meter NOTE: Exact location of meter box assembly to be approved prior to installation METER SETTING PARTS LINE sin METER 812E YOKE ANGLE YOKE BALL VALVE ANGLE CHECK VALVE EXPANSION WHEEL 14• S/e• x 3/4' Y502 BA94-223W HHCA94.323TD-0 EC-23 t• 14• vso4 6AW-34AW HHCA94-323TD.G EC-23 1' 1' Y504 BA94 444W HHCA94-444TD-G EC-4 rn.11r t.t.rp � e w cur laof b as ieVteld f • ryp4 K MWW a gutty 14' %p^ K coDP•r for !r : '.. >: ••^W m•a Mt.a.tian 1' x 14• wy Dual Motor UuteNNlon 5/8", 3/4", & 1" METER INSTALLATION Figure 5 Gilbert W. Clifford CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1 SET THE STAKES, 2. EXCAVATE A 4"X 4- TRENCH UPSLOPE ALONG THE LINE OF STAKES fi'YAx. r � I I now 3 STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. or SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) A 4 BACKFILL AND COMPACT THE EXCAVATED SOIL POINTS A SHOULD BE HIGHER THAN POINT B DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood and Wyant 111 - 25 Plate 3.05-2 SOR 35 spigot SDR 35 s, n , by by 8d SOR 21 gafluud , bed 4r beast belladapter , Peg k Z �- SCH 40 1 solvent SDR 35 B'x 4' SDR 21 gasketed I wow cap gasketed bell wye Pipe and fittings Prop" III* __V_ 18, I I 36' min. Icover • I n �i+i t=r ... Insets@ Z'x 4" wth I >' 10P 6' painted green L4• Pipe at 2.00% rtrttrarn grads GRAVITY SEWER SERVICE LATERAL Figure iS CLASS I RIPRAP raper axis /don 0WA at to 0 rHa N At Uae cnrrn4.e«fa4 reign 012 -E g1 - Pr dssabM rn«• gprkorl C« 'Widn mIN ______._—_—_._-. — a 1 IZ cc o. o.'le•o o m� P* t/f. c>r Ir ' - - 4- _ T Py une cG / v .wi a: Ca er 1 h J I I ` or K.o thm JAr 1 .,,. lox CaaMrucNan W/I L at ape m. — fj U FYPICAt Atrf RMArf RADAL PtAM scW USE AT APPOCABIIE srREcr 5 .t Rdy�w ct comiefCrlOrs An0 corrERCIAt •fwf�dwI terr,oMIc1PW0 r RADIAL PLAN IiIC��.w� C Ewr RANcf S. sr stadia CG 13 ar»r zo1/0 A -t—r t o A rrssaw ,d _ - - - 6 O �•+f--i O - - CruMucflon ./olA J � � B vw 41dM f9 m' � 00 0. o • o, o Spew ti o, o, oo, ao P � W o 000•o. •ono, oo • o;o•oo o� u, . 5AAs8 12d ILA/Aut A TANGENT PLAN sp ISLWE7RK vity • rwfeN sret.cc-i cGa is usail. nods r'-I /s we ee/teaee C✓D rpm IWor l0 0• CWu A 3 CororW !Pipes A-4 I p�oM1 w/ In a1101.a1004 Myra s M e r✓•Aq/ A//« alllpl Aesewa a Orttapl road V As /we cpw/np Ire 64 fs .14" Tr row (Im lron�0 fA" .q• b e Ir5l Alp. prervo « [eli in Owe). rfe O« ode Ww Nip alxrll be paldbd it on e.POsW odgayor4 sro CG E — r 4' _ 0Ineft Rego sAr1 Aar s.ca d a mole &A** d IPd. r CG 6 e!7 f a —� FW&d saes of CLOD loop is Am P ed e. Aa111Ncowr wlln romp fl" w q uslnp Per . .. . . dsseDN =Wr„cr10n /dN wNA req d,so bw& • ---5,_____--=— IY rap ►aor is pswr. ro/w su9 a aalaW for aa.r mra so nO uo/rN/p /IaW Sloss ban a oast fn peDte after pi MnWd d prwf rare (Aaa. Praceal cnrr/ s/dn Do cross Al SECTION A -A FVi now arw• as RaAdred Dws we Ib be Awe . B/daed VC"W to craer o/op ban sides d to roap pretwr w cost In peom rkw. wldoipn of roAp rka. YfNatni aanvre row /h'. Cab /oats wle be ArWauf4d Old Pula rw d lie cWraY uNI Pikes fw Rrd,adlc Csmws 15 , it Bore 1 It a Pr dasobM Cansfrurf/on dACarrr4 51eo/e one 1104W atrpraydre SlOeroll, Culver* Inplon —Spin it'd 4/0.10Am Joint CvOJa lb oriel PLOW $We 010M016-3 old/oxen to 4WD runts 011 IMA,ded In "41014 far cur0/arb and ptdrr. �:i:'aou�zi •s: _----------- .,,.b.o �^^- _• - _ -- wlen usW In con/wxYlan wren sia,da,o cc f or CG f, r1e wrD /axe m ins Slwdwd b ----_—�-------._---_— -- - _ _-- _ - -.. to be odl. 08d ro moron Ifs exxrdubN Col C&1fAV.r4F10n SECTION 11 B i Accassl«e route is odlred oa a car/nmua C-0 Rwgs we to to ro[uiw as $&-A a, Ire PA"w as dIlW100 by it* f glnw. unomm'4140. Atom flro ad slip ,aralre riex we te be paidad r lnrsenlau .twever en dmo"abte ra✓e ■ wnAM ens riper al 's�� Umns of E,pased o9preewe Slda.oM pain Der 4%e"W1144 erea qs •r • way J a 1e9f••le' (adM1y c/ptsu o cur0 fapweMy d rMhl sller•o is e.hAv. .i,u. /aNM4f• ►set see MAA11"bW bi a,ar•e erW papuad r AM•./sere. Ire• row er offer rem Para rrrl rile widln af sldrdM w ale rw a ae ofrdow Ife E rid sfr,nd rye D. � A�lift .Mani plb n a, • aDiee�INss , 7' I t�N +' /iD M� ao.P11Rp intdl,AML + A� la w E.tWap ripe pe,Ys,FMe gaWs.wgD kvMs.efe-00iao @fool pat~. CURB R P sof dAfACI R /! KALE (PERSONS WITH M08101 Y 1MPAIRA0 NI S) son V1WAWA Of^WI11EMT Or rRAO SPOrff A(QM S114 Rsed ai4 18 93 scale FREDERICK VETERINARY HOSPITAL AS SHOWN and Associates, Inc. SHEET STANDARD DETAILS & PROFILES 3 OF Engineers Land Planners 150-C 01de Greenwich Dr, Fredericksburg, Virginia 22401 (540) 898-2115 Surveyors 200 North Cameron St: 3 Winchester, Virg�nla 22601 (540) 667-2139 FREDERICK COUNTY, VIRGINIA