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HomeMy WebLinkAbout57-96 Carriebrooke - Shawnee - Backfile (2)CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1--800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets, 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. 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 o. good lawn quality grass 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. Burring 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 posited 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. 3. Temporary termination of sewer line shall be plugged with a watertight plug. The ends of the laterals shall be marked with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6) inches of the post shall be pointed green. Sewer lateral elevations to be compatible with gravity service to proposed buildings as shown on the Architectural drawings. 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 b,ox installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines, The location of the top 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 top. 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. Deportment 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 ore 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 2% 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 LID 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. C A f�, � � � � � uOK JL V -0 V D S 41 : )ll _J AIN FREDERICK COUNTY, _y y - u� �• °� o. • 37 ;,fl'• it ``' � � -= i 0J. 1 �`4 / Shenandoah G ♦ / ; a /�` .r Via+� (25 Memorial Park', h '� o BJ rf .o•o'� � � I X 0 �- � mob' • a �, 't Ct�t NT4i ern �, •a 71 ;, . ,. � �` . � r. ,r , ,,� .;,., �.� •. -.''- � �% ^ram,- c d �"! �4t �^ J , .�ySJ -.-ten � _,.•r'-^ s !• `� a ,• r--- ,,. 1 ,� � � /( �#2, t \; � \`',��, .� � ��`. ,yam � � L� � �,, ^�,� y "Sir .©' 1 a p, �`a�•. J v o � � '" . � 1 � � i1� "�� 1 r , r� . Vicinity Map SCALE 1" = 2000' F" T REVISED MAR"" 26 199 FEBR JARLff 11➢ 1997 Gilbert W. Clifford & Associctes, In(--,.. Engineers - Land Planners - Surveyors 150-C 01de Greenwich Dr, 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (540) 898-2115 (540) 667-2139 VIRGINIA -ET INDEX 1 COVER SHEET 2 SITE DEVELOPMENT ]PLAN 3 STANDARD DETAILS & PROFILES 4 EROSION & SEDIMENT CONTROL EXISTING 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 PROPOSED SEWER FORCE MAIN tINAL SITE PAN 05 - F'RVE E 9 2�J i NING ADMINI RATOR DATE THIS TE PLAN IS VALID FOR A PERIOD OF FIVE YEARS FROM THE ABOVE APPROVAL DATE. / i L SHIHO, INC. ATTN: DAVE HOLLIDAY P.O. BOX 3276 WINCHESTER, VIGINIA 22604 540- 665- 2120 7091 a 9 REGISTERED PROFESSIONAL Job Number: 50q_ 2 Sheet Number--,-- of _ 4 ® • b092-OOV. dwg EX- GUARDRAN (n PROJECT SITE DEVELOPMENT & ZONING SUMMARY USINESS GENERAL (B-2) 7 OADZONING: Bc-HURCH R-4m, ",I III Iirumm CURRENT USE: VACANT_ _. _ -.____ 2r-IA_-_ CED ONIA0 STATT PROPOSED USE: OFFICES LOT AREA 1.5909 ACRES E Rr it -A-89B TAX ID #: 75 STRICT: SHAWNEE MAGISTERIAL DIS TO MA TOTAL DISTURBED AREA: 3 ACRES M --- OR TOTAL DISTURBED STEEP SLOPES: 0.85 ACRES 48* A WWI T PA B ZINC REQUIREMEA —Ul '14 - -------- -- - ti := r MATCH jj� G x- SETBACKS: REQUIRED: PROVIDED: '36,53 FRONT: 51.0' N'�236,53 40 '7 FRONT: 35' 235.6' 41 FRONT: 35' 41.6' ---------- 2 t-V4 N37*56' REAR : 0 5.8 SEE 5' SEDIME NT TRAP FLOOR AREA: 10144 E 45.65' REDETAIL SHE&QUIRE FAR ALLOWED: 1.0 maw RESE FAR PROVIDED: 0.146 2 R =20 E fk BUILDING HEIGHT ALLOWED: 35' GEWNT ND BUILDING HEIGHT PROVIDED: 28' 31PL'T RV E Fa, PARKING AND LOADIAV j?UU1j?EME 0.4319 ACA� -NTS J ftT EC-1-REQ1Y APR�LENGIHP 16-11., REQUIRED: PROVIDED: L 44 APRON V4DTH= 'W-� PARKING SPACES. 40 HANDICAP SPACES: 2 2 VDO:T CLAM1 RIPRAR Rttllk. row -'a , - I!... OF, -1.t. 10 -,TO SE GON'l tu-, 'x� OFFICES: 1 SPACE PER 250 SQUARE FEET 4* 41P i L fi I A-1 LAN-LISCAP10 REQUIREMENTS N, LANDSCAPE AREA REQUIRED: 15% OR 10395 sqft, LANDSCAPE AREA PROVIDED: 58% OR 40300 sqft. k0f?,E AR T� PARKING SURFACE AREA: 19,000 sqft. p 'I "I C�S I RIPRAP.FtElw PARKING AREA LANDSCAPED REQUIRED: .05% OR 950 sqft. ha TE 11 ON 6" OF THE + L TOP PARKING LOT PERIMETER: 650 ft. 1VflTO BE GROUTED. PARKING LOT PERIMETER TREES REQUIRED: 1 PER 40' OF PERIMETER -Couwy- SANIITATION AUTHORITY"PARKING LOT PERIMETER TREES PROVIDED: 17 DO 74� PG.6aO PARKING SPACES PROVIDED: 46 • EO: B 12 PARKING SPACE TREES REQUIRED: 1 PER EVERY 10 SPACES PARKING SPACE TREES PROVIDED: 5 LOCAL WV L� TOTAL TREES REQUIRED: 02 TOTAL TREES PROVIDED: 2" n 'WO 12 -17771 tA LO "4,AL VJ I DT NOTESi �1(� !. % 1 I r'� . ? i .. 1,,5 9 0 1. NO OUTDOOR SIGNS AS PART OF THIS SITE PLAN. 2. NO OUTDOOR STORAGE AS PART OF THIS SITE PLAN. 06 a 2 1 T NO OUTDOOR LIGHTING AS PART OF HIS SITE PLAN. IS Cut I- ti CIA R 19�) SHIHO, INC. (% De 652, PG 648 r FUTURE TRAVELWAY WIDTH zz 40' 75-A-89 !2 ZONED: \'�P- 2 C) 0 VISE: VACANT Ak d 20' 20' If NA >10 2 If �EMP. ACCESS R� 0 24' Agi TOR TO VERIFY IN FIELD TRAVELWAY WIDTH CONTRACTOR THAT SUFFICIENT FALL FROM LOWEST PHASE 1 Cl��,IIINVERT IN OF` PUMP STATION TO, OLE #f �XISTS. (MIN. SLI BOLLARD 0.50X) 0' 0, LwknoN OF I !_ �J, i �J. �� �tn./ titi� \'� \< f —��-Tfl AECEPTACL4' 3" BM-2 PHASE IMPROVEMENTS 15'R 8" 21 B ONESUBJECT TO VDO1 APPROVAL. -* 99,re 49 Tj VI,, ;, PRQPOSEQ TEMPORARY ACCESS ROAD K CG- 0 /* LP 15iP ENVIR X. SIMPLEX PUMP STATIONEND PAVEMtNT 1-8* PLUG AIDE SM. BARft POSITIVE DISPLACEMENT STA 4+20 12*x12 1-JOINT OF PIPE C) PUMP REQUIRE.!) T TAP BY %FA 8.,) INVAN-747.00 f 12 WA 6-4 MH 1 Jx » , fr. k >� 1' -__.. � � � tom- f/ � oo \ � 1 I � I „� % �� , " SM TAP Y FCSA FM ;4' 10' 3/40 -WETEIt URI\ 8" 218 2-2A 1-4" WYE CE MAlN EL MH TIT INV IN-7 F;t(;p � j 4212 10, 54.73 7 PARKING LOT PAVEMENT DETAIL A R V 02"02" TEE -7 1-12' CV & BOX' FM F&4 REQUIRED PARKING LOT AEREES ARISTCRAT PEAR OR EQUAL SHADE TREE 1-4 WYE `2 1-4"x2' REDUCER 4MIN. HEIGHT AT PLANTING 1-2* CORP STOP F FUTURE PUMP )�fAT I 1-2*REQUIRED EVERGREEN HEDGE 40 JAPANESE HOLLY OR EQUAL EVERGREEN HEDGE j' / % 71� 10 3V WATER ikSEWER FM M 18"-24" HEIGHT AT PLANTING Fli EASEMENT -Y-TLQMNIA MAINTAIN 3' HEIGHT AT MATURITY 41 SeWER loop p I AND �EWA(;E P STA ON -ro *Rw GRAPHIC SCALE 30 15 30 so 120 FUTURE CL ROAD 0 (IT Ji I IN FEET '' # ` f ff f i f , \. �\ 1 inch =' 30 ft. I A. - REVISIONS no. date description 1 1/06/97 REVISED BUILDING SETBACK 2 2/11/97 REVISED PER ENGINEER'S COMMENTS 3 2/17/97 REVISED PER ENGINEER'S COMMENTS 4 3./13/97—iREVISED PER VDOT / FCSA / PUBLIC WORKS DEPT. COMMENTS 5 3/26/97 1 REVISED PER FREDERICK COUNTY PLANNING DEPT. COMMENTS JOB NO./DWG. NAME: "5092-SP3.dwg" A H Op by ckd- dsf CEM DATE: dsf CEM E RU RY 11, 1997 Gilbert W. Clifford and Associates, Inc. UY -1 Z dsf CEM DESIGNED BY: C.E.M. x C. , MADD i SITE DEVELOPMENT PLAN CERTIFICATE NO dsf CEM C3 0 7091 dsf CEM DRAWN BY: D.S.F. Engineers Land Planners Surveyors REGISTERED SET REVISED MARCH 2619911`1 PROFESSIONAL 150-C Otde Greenwich Dr, 200 North Cameron St. , APPROVED BY: C.E-M, ENGINEER Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (540) 898-2115 (540) 667-2139 SHAWNEE tiIIIIIAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA scale 1 " = 30' SHEET 2 OF 4 770 c a Y a a H LL 760 750 740) METER BOX HARDWARE SERVICE PIPING G METER SIZE YOKE # METER BOX .1 METER BOX COVER 3 4" 5/8" x3/4" (20 GPM) FORD Y50 18 in. NON�� TRAFFIC FORD C32H - 1 " 5/8" x.3/4' (20 GPM) FORD 1504 24 in. FORD NO 30 MONITOR ,, COVfR W RML -12 TOP LI 1 " 3/4" (30 GPM) FORD Y504 24 in. FORD NO, , 30 MONI TOR T OP LID 1 ' 1 " (50 GPM) FORD Y504 24 in. FORD NO 30 Mod/TOR* COVER W RML-12 TOP LID +1 IN NON- TRAFFIC AREAS - 1 2' THICK POL YETNELENE PLAS77C IN TRAFFIC AREAS - REINF C£D CONCRETE WITH 3" THICK WALLS +2 1N TRAFFIC AREAS - 3/4' x 30' x 30" STEEL PLATE WITH 22' DIA. CENTERED OPENING AND TAR COATED BOTH SIDES IS TO BE PLACED BETWEEN LID & REINFORCED CONCRETE BOX treated 2'x 4' with top 6" pointed blue meter cover - set 2" above fin. grade pri varies as required to sodding 1 _7 ;; 71 1,- 11 _ corporatio stop stone bedding 8^_ 21• z- meter by FC.S.A. surrounding box _ 36" min. 5 8"I+min. water main t)pe K copper tubing continuous - without pints from main to meter NOTE. Exoct location of meter box assembly to be opproved prior to installation. deep ar box yeck valve mn valve METER SETTING PARTS t 3' -- 4 4INf > METER YOKE ANGLE YOKE BALL VAL VE ANGLE CHECK VAL hE XPAN90 WHEEL 4" 5 4-Y502 'xs BA94--223W _ HHCA94-323TD-G EC-23 1" 3 4" Y504 BA94-344W HHCA94-323TD-G EC-23 1"' _1" Y504 BA94--444W HHCA94-444TD-C: EC-4 IO"Sl10" 0 meter setting ­0 -face of curb os required 1 " type K copper curb & gutter 3/4" type K copper for singie meter instollotion 1 " X X4" w ye Dual Meter Installation 518", 3141, & 1" METER INSTALLATION Figure 5 PHASE 2 -i► 730 720 710 100'- 24" 11CP ® 17.0% N (o rrI r 0+ 00 730 - 720 - 710 1+00 N .-- S = o� oco w O� 06 w vi p ll p� o u r; r r II �- 36" MIN. 4" FORCEMAIN / COVER �,,,,. SDR-21 4" FORCEMAIN010 .00 OOP I ' . #�,^ wry' PVC. 12" WATER MAN 218.69' 8" Pv 0.823� a K FLLW-. _ -r'""r— a---� "'"�'� --- 400. 0 8" PVC 1.00% a 3 z W U �_- W > m Q I > X X W W W m a Ion a �0 �, X 0 .�.r 0 O +Uj J 000 cj WOO r II -' WF-C�N > = a c6 �`t� ' a V Oo �� ~� Z - co ~ II Q n �^ Z �00 z z -_ _ o 1 z r4 d' O 00 cD n O (V — (14 O - O 0) v N ,�) sf L0 sr ul) Ln Ln c0 do 00 u) r` do c0 d) Ct) Lr) Ln Ln Ln Ln co Ln r` 770 760 750 740 755 750 745 740 735 730 725 720 715 710 O r7 M CV r" Ln LO Ln 00 Ln - 00 It r` U� I <D ram) 00 C7) + N in 00 a7) O O 00 cD re) 00 rn 0) 0) 6 O N to 00 (T; O �• r7 14, T) (D C0 r-. N : C4 PO r� N) r) f� K) d V_ d V_ It i I , I t { I j ; 71 IAS I}i;B f (JOKEDRIV I � A K = 1.306 9.16 70' VC r 1 i PR6P0SED GRADE I i 700' VC A = 1 1.273 o w K = 62.10 ------ V.S.D.=287' -2 053q I j I EXISTING GRADE I i i f- a I ! j Z a Z U M o o Qi i ! , I i Z Z O W , CA �f I! II CLa I ! a-w, I II S + O h O + O II (D + O II 4 U') + O 111 'a Nj I ij II i II N i + + i cV i 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 0+00 1 +00 2+00 3+00 4+00 5+00 REVISIONS JOB NO./DWG. NAME: "5092-M . d wg A H f C o CERTIFICATE N 709] a REGISTERED PROFESSIONAL� ENGINEER t r a G i 1 b e r t W. C l i f f o r d and Associates , Inc, •SHEET Engineers — - Land Planners Surveyors 150-C Dde Greenwich Dr, 200 North Cameron St, Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (540) 898-2115 (540) 667-2139 CARRIEBROOKE STANDARD DETAILS & PROFILES SET REVISED MARCH 26 1997 F=REDERICK COUNTY, VIRGINIA scale no. date description by ckd. DATE: FERRUARY 11, 199i' 1 7 REVISED PER V.D.O.T. COMMENTS 2/28/97 DSF CEM 2 1 7 REVISED PER F.C.S.A. COMMENTS 2 13 97 DcSF CEM 3 OF 4 ----- DESIGNED BY: C.E.M. 3 7 REVISED PER F.C.S. A. COMMENTS 3/17; 97 DSF CEM DRAWN BY: D.S.F. APPROVED BY: C �; M --- -- ok I' Onift Irk e WOOD Ittill. rx Ir ROUGH SON Bawm F--r Low 11 SLOPE FOR DRAINAGE ft/ilmv Irk Ir (TWTED) pog Fn BASE 1/70K BOLTS ��' 1) r WOOD ML— Ir CONCRETE SIM W/ W A WE ilm (SEAL COKRETE SLAB AGAINST QV" ABSORPTION) L Z. ym M-4 it DYl CONCREn AT FOOTING EACH POST i0O7ING (rYPIG111. OF 4) SECTION A ft 01`_-1"iCF at 712-5 to aged �,,iijrirq cor!�tr,!.,icticri, FoJow,ng c.1radiriq rid rap iirix on crEst rr, � t T42'_� t (I �iili 7 G 1,� all (crass o.­eds, the Top o bil, "I i - 1 0 - - C!S S I ip rap linin on chorinel '.A-er slope plug Vie rpmov"_d, 11 k)erntil'! rip rop 12 be orcvid( as 5 1 E;;� rg: -icy Flow at .2'� eotex+ilp to far ad, -IV + 01'I'i, Ile. Rip Rap Check Lain"Irade ci,,erflow ditch to tie to e . 0 t t, to bp placed uptrpum of thPprcp.3S:'J or C. "i ice t -10,0 4 P no. \0" Bar Ef, psi 'oncr: ' )"e cotlar 1c" thic, at 11,0% .ep Collar tc, be x rl.allir to be cast i-I place. Pihankment to 1:e PLAred and crinvicted in. 8' [ifts. 4D topsoil, orqc;,Iits, s-.xes qrEat?r than 6' Shall be used, Malerlal shall ke compacted to 0' r".'ximurl dersity iit i''. opt'num ioist�Jre, Cl,.y Core to ex -tend ft beyo,id ends ,F embankrint, aril 2 f't below exist!rtg 9-,,de, The top of the core sl--idl �!p El 1, 7315 E, th of .,ore Treri-h given is general, actual 4­ requiredepth should oe determinEa by soie" sp&-illist at: the";)time'of Construction, Paximum S.,de sli.pe !s 1:1 Clay core motericil shall. ricet tic) i1lovirq. Unified classific(Alon: SM, I " " M[NIH, CL;CH, P%,).r1c'.e size: IM passin'cl I./c" sieve I I)e tc nj t � o n Pr- n d Jel_tl(.ln A1,1TI-SEEP CIIIAR REVISIONS NO./DWG. NAME: 5092-l"RIAlvig" date description by ckd. — ------ SitDATE: t 3 /9 -1 P":VISE'� PER PLI:.-:C NORV17 COi�M_DNJTS DSF �.:M FEBRUARY 11, 199"' 3/2i/i7 REVISED PER FRO)VbCK COUNTY RAW DEPT, CWWM DSF CEM DESIGNED BY: C.E.M. DRAWN BY: D.S.F. APPROVED BY: C.E.M. 1 H C3 ':EFi T IFICATE 7091 PEG]" TERED �_ ENGINEER NIU CAk 8LE rGEA(MM'4F_ 1 SOME — Sim TURING SOLVIRE STEEL SHOP WEIR - ALL JOINTS m (2) f OOICKITE 04 FUD POST PLAN VIEW 10 1 is m 04 1 L- [-- FDR M CAS CONNWIM t. A 1� DOLL HOLES IN ama" TO LOCK GATES IN OPEN AID IXISEI POSITIONS, (2) 2r LOW 3/Ir BOOS a,rAAOE �j I -IfL Or, 31r_ (cow, 40") CONCRETE -FOO Ae M 6BET111*-4' LONG M 9011RDS ON 3rsp� Y FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL Irv, Out EC --I Required DETAIL I Fabric SECTION A -A SECTION B-B Geotexifille Fabric Izm&ic # Use 7vpocd Section shorn on plant or normal side slope, bottom width, and depth of diiorm.. W0 or ackerol ground. SPECIFICATION DETAIL 2 -in— SECTION • 04 Gig 'qF , 9 All 411 S 4 01 !0111YRON, W qrg it N FRI'tv" 64; T - ,e mw ddoll", a at, I'm ic SECTION A -A 9"' DEPTH a D represents spoin for bar, culver I skiltallotions HeDlorrArter for rowidpips,riss for pipe arch andbox height NOTES For me" fine Installations Dimension D Is to govern the protection outside "we chonnot width (*I Dn aq Secondary Roodii mn"Istion requiring erosion corisrol stone whore no andwitill or "section is specified on plose,consoruction is to be in accordance with Detail 2 shown above Gooft)ctk Fabric to too initiated under all erosion Control stone in accordance with the specifications MIN. DEPTH Dry Rip Rap Rip Rap Cie" 1 7 Clash N -H 3' REFERENCE STONE FOR EROSION CONTROL 204, 303 VIRGINIA DEPARTMENT 245 of 414 TRANSPORTATION TEMPORARY SEDIMENT TRAP 2' —1 0MG 31 CROUND 709.50 .0/ ELEV. 710.00 67 CU, YD./ACRE 40 705.50 67 CU. YD./ACRE (EXCAVATED) FILTER CLOTH ORIGINAL 702-50 GROUND ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) ft. 8 X DRAINAGE AREA (IN AC.) DI`VERSl0N DIKE COARSE EXCAVATED FILTER CLOTH AREA .-COARSE AGGREGATE SHALL BE VOOT 13, #357 OR 15 OUTLET (PERSPECTIVE VIEW) G i 1.1) is t We C I i f IN fo r (11 Engineers Land Planners Cl E' 6 F­ -2 P_ n W I - h I- r, Vir-g:r,.ia L::-12401 0 arid. ASSOCIlates, I�i�.r SurN'e�-ors .2('0 North Co­u?t-c,n S `,Winche,_qter. V,rgirtic 212`601 (540) R 0 CK CLITTIL-1 CK DA M 2 ACRES OR LESS OF DRAINAGE AREA: I FILTER CLOTH (OPTIONAL) - VDOT # I COARSE_ AGGREGATE FLOW 2-10 ACRES OF DRAINAGE AREA: FIL (OF (DOWNSTREAM VIEW) VDOT III I COARSE AGGREGATE FLOW CLASS I RIPRAP 114.01 CA RR[IT"BR) 00 A")F_j' SHEET AWOS'JON & "�LTLVEA`T CONT.R0_1 T j 4 Dfi-I-VAILS & PROF-i"LFS' OF SET Rj�l V ISFD 1/14RrHP26y /997 4 9-)UN'TY, V1 F 1,N1 A 1+ C A 0 0 _.-K VIRGINIA `TINOTES � 5E� NERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's', responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. 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 �, y , e + r �.• Frederick County Public Works Department. ✓� - �' ' •'' `'� , ' �` • ° n,EET ii _ i alp 4• ° 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia ;s Erosion Control Guidelines and local ordinances and to be utilized during the construction period. h ' •••• �`, f. J *' �°� s �,.` 3. All erosion control structures shown or as required during construction shall be continuously maintained r✓ r° ' io, �, �s EXISTING GRADE 50 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 C when construction is not in progress. -. 4. Contractor to clean u and restore disturbed areas immediate) upon completion ofpipe-layingin the affected 3i f i e"":. ��; 1'\ •r- Aso c� PROPOSED GRADE 750� P Y P P f .r area. ✓ ' 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4 lopsoli, Y -�-�� fertilized, seeded, compacted n mulched. o watere and care for as necessary to provide a °. ,' 3'' '� / t? (�1&� . {fr i - Shenandoah PROPOSED PROPERTY LINES - - - - - z se d compac .dad Seed bed t be d d o c y r r t a �i ♦® 1 ?'' Qi ., NSemonal Park good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. /- L, i o r' a `� J ar _ R PROPOSED EASEMENT AREA FIFE & RESCUE- " I - 1, Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site - ` ` •° is prohibited. � �. , ° .'' : rt� g ,�d¢ PROPOSED SAN. SEWER & MANHOLE T �f 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs 't1 must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire a'i" / i j �"�_ I r ./�' . - ` P TT /'` hydrants. Fire Hydrants are not to be obstructed at any time. � ,°'"��! (r '°.;• � °��, � -' ��,:,•����� e c' �' L ' F PROPOSED ASPHALT AREA ��* .'�� ���� FREDERICK COUNTY SANITATION AUTHORITY^rr,i;,,r�:r. 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall �' j: r' Sanitation Authority. The contractor h I rdin - � � �' �� o , +• 1 � � '� �� � �y' �� �� additionally meet all requirements of the Frederick County San tat on Aut o ty eshall I coordinate �� y.� 1 ,• �. / r L-isoJ ;_ with this agency and arrange for inspection by the Sanitation Authority as necessary. -, /•" . �i �-- -�1 `•.r•� �' . - PROPOSED WATER EXISTING WATER AMET R W 2. Exact locations for sewer and water services to be directed b the Frederick Count Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 3: Temporary termination of sewer line shall be plugged with a watertight plug. The ends of the laterals shall be _ �/ // marked with a 'treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6)+ '�. ;r'�'� inches of the post shall be painted green, Sewer lateral elevations to be compatible with gravity service to proposed buildings as shown on the Architectural drawings. PROPOSED SEWER FORCE MAIN 4. The FCSA is responsible for the installation of water meters, Before •� r l� f � J 4 . p e a permanent meter �s set they will require: -:° ,(J Y :� •, , - ' c�--.i' Vtiu"`-" ` C-' i 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 M gem , • • mar � � v, the meter box installed correctly, 5. The Frederick Count Sanitation Authority shall install all water and sewer services that connect to existing lines. .� :� „= ",_--. l:. , <_ � Y Y 9 '' � '� The location of the tap and the termination point of the lateral are to be coordinated' with the Authority's assistant engineer. tiftAP' SITE PI.!- N 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and r a make the top. The contractor must make application for and pay the cost of this work. -'i'/ / ". ��v4 40 { �' �. `' \I -`� -aR O 3,_ ... .....�,a `. �s�a• 5.- t •;.. ,V•-..,f l � _ i�" e'.e: v`�r_...D 7. Frederick Count Sanitation Authorityapproval of this site plan expires two ears from date of approval. " ® /�`� ,�P` Ci ', Ci ��' �r y� $~�•• �/ '@O 'JOB Q �'„yl ,�� _ ! �- -. .�....�_ ,L�f•iTE.���q A VIRGINIA DEPARTMENT OF TRANSPORTATION r�J� ro ""' "•` 657 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) ,��- - �./yam `-, -� �.•r °'^fir. rPPRe"VEr"N Rood and Bridge Specifications, and Standards, The Virginia, Erosion and Sediment Control Regulations and any other /---�..��tr. state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications - r _ {} �{.`t��J -'� or plans, the most stringent shall govern. °� • �` • ." _ ... 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Adminis f and VOSH Rules & Regulations. ° 3, When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance is i 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 2'ONING ADMINISTRATOR D/A (E� 104.04-C. SCALE 1 = 2000 4. Design features relatinga to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. THIS e TE PLAN IS VALID FOR A PERIOD OF FIVE YEARS FROM THE ABOVE APPROVAL DATE. 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. rj� j,� f j� / /� (� �j 6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the 517 Rr"T SED J�1 RC12 2,6) i 991 engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. "EVELU00"' PER 7. Contractor shall notify the Focal VDOT Residency Office when work is to begin or cease for any undetermined �{B R � T 1997 99 / f length of time. VDOT will also require 48 hours notice for any inspection. E lJ y 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- ,� 7, way way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & S%IIHO INC. Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be , :v. maintained through construction. i ATTN: DAVE HOLLIDAY , 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of �"= Qs" construction. P.O. BOX 3276 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, WINCHESTER, VIGINIA 22604`! when possible, to be installed under roadway drainage facilities. Gilbert , n I Q y " 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to G I b e r t V V. Clifford Qom. A s s o c i' (._,I t e s g I' n c .: 540- 665- 2120 the attention of the engineer and VDOT. Work shall cease in that vicinity until adequate design can be determined 1.2. 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 backfili 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 2% of optimum ture for any the density tests rsperformedhbyfallqulaifiedfind pendentted agencyeshallllhbeocond conducted requredron of VDOT in the DOT Rood Inspector Engineers - Land 'Planners Surveyors, F Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. f 14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where 150-C 01de Greenwich Dr. 200 North Cameron St. determined necessary by VDOT Inspector. Fredericksburg, Virginia 22401 Winchester, Virginia 22601', O 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT (540) 898-�2115 (540.) 667-2139 � AD minimum design standards and is the developer's responsibility. co CERTIFICA NO. J� a'"� 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street t� 7D91 a �T "� right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be Job L� u mil. b e r , F `�+ obscured. � REGISTERED i � � ~ �- 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be PROFESSIONAL A N installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis ENGINEER Sheet Number- of , "5092-COV:dwg„ IN"'EX 1 COVER SHEET 2 SITE DEVELOPMENT PLAN 3 STANDARD DETAILS & PROFILES 4 EROSION & SEDIMENT CONTROL PROJ T SITE DEVELOPMENT & ZONING SUMMARY WV ZONING: BU' W VV CURRENT USE: VACANT STA SAH 1 PROPOSED USE: OFFICES TR R TEL -6 4-2- +5W - URCH ROAD MA CED ONIA 'I win LOT AREA: 1.5909 ACRES PR TOTAL DISTURBED AREA 3 ACRES m TOTAL DISTURBED STEEP SLOPES: 0.85 ACRES Ea BUILDING REQUIREMEAITS MATCH E*STING SETBACKS: REQUIRED: PROVIDED: SEDIMENT TRAP IjjEQUIRE FLOOR AREA 10144 poll, BUILDING HEIGHT ALLOWED: 35' RES U BUILDING HEIGHT PROVIDED: 28' TA GE PAR WENT,� 0.431 KINC AND LOADING REQUIRE AP S, AlIk TION AUTHORITY LOCAL GOVT. V. 16, CONTRACTOR TO/VERIFY IN FIELD ATION TO IN IN, PUMP ST 'ATION OF HANDICAP ' SPACES: _ — TOP W,.OVTHE--8TONE OFFICES: l SPACE PER 25O SQUARE FEET D/ -Y LASOCAP10 REQUIREMENTS LANDSCAPE AREA REQUIRED: 15% OR 10395 sqft. LANDSCAPE AREA PROND[D: 58% OR 40300 sqft PARKING SURFACE AREA: 19.000 sqft. PARKING AREA LANDSCAPED REQUIRED- .05% OR 950 sqft. PARKING LOT PERIMETER: 650 ft. PARKING LOT PERIMETER TREES REQUIRED: l PER 40' OF PERIMETER PARKING LOT PERIMETER TREES PROVIDED 17 PARKING SPACES PROVIDED: 46 PARKING SPACE TREES REQUIRED- 1 PER EVERY 10 SPACES PARKING SPACE TREES PROVIDED: 5 TOTAL TREES REQUIRED: 22 UL jTOTAL TREES PROVIDED: 22 ro LOT 1 NO OUTDOOR SIGNS AS PART OF THIS SITE PLAN. 1,5909 A' 2. NO OUTDOOR STORAGE AS PART OF THIS SITE PLAN. 3. NO OUTDOOR LIGHTING AS PART OF THIS SITE PLAN. �DB 652 PG M FUTURE TRAVELWAr WIDTH USE: VACANT | 22 -- / -- rn | 2' --- 10-I P. ACCESS RD 24' J It PHASE 1 3. BM-2PHASE 2 |�PROVE�ENTS -~-��--~ \ 1 S�� �� �� \ '/ / 8" 21B / / ' ~'^ ' x« \ SUBJECT TO VDOT APPROVAL. ' - ~~`°�~?' —�^� ��� ��� ��-�. *N V PRQPOSED TEMPORARY ACCESS ROAD END PAVEMENT PUMP STATION STA 4+20 POSITIVE DISPLACEMENT 1-8- PLUG 12'02" �T 1—JOINT OF PIPE PUMP REQUWD SM. BARRICADE IQ Tj �-2^ Sk�-2A TAP BY FCSAO~ 218 7 PARKI�]G LOT PAVEMENT DETAIL �� -- --- —_- REQUIRED PARKING LOT SHAD[ TREES ° --- ��� = AR|8TCRAT PEAR OR EQUAL SHADE TREE 1-4- 0ME 22 ��� ` ` 1` 4 MIN. HEIGHT AT PLANTING 71 ' 1-2r CORP STOP — \ 1-2~ 45* EL --�F PREQUIRED EVERGREEN HEDGE 40 JAPANESE HOLLY OR EQUAL EVERGREEN HEDGE '' WATER Av�x�R 1�. —24 HEIGHT AT PLANTING ' EASEMENT ' =71 MAINTAIN 3' HEIGHT AT MATURITY \ A�� �h�m '�` AH//J \ \ � ~nn� ��T� �� / �^`T/��» �� —� ' \ ----` �.~ AE�t�' / \ \ �����T]��T�� SCALE '� / ^-------�� \ \ \ \ GRAPHIC ^'~��/�^� CID m 0 ,o »" oo `zo IN FEET ) � | Z�_ �� / ' / ' / /\ ``� / // ( � ' `�/ -~ `� \ \ / ( | 8 � '� . \ / �� /� / / /\ /� `` / / / � i / /�. ('-� � `^ 1 bucb = 30 ft, 8 REVISIONS JOB NO./DWG. NAME: "5092—SP3.dw,g" I H M i 0 0 1 REGISTERED PROFESSIONAL ENGINEER Gilbert W. Clifford and Associates, Inc. Engineers Land Planners Surveyors 150-C Olde Greenwich Dr, 200 North Cameron St, Fredericksburg, Virginia 22401 \A/inchester, Virginia 22601 CARRIEBROOKE SITE DEVELOPMENT PLAN SET REVISED MARCH 26, 1997 scale 30' date description by ckd. DATE: FEBRUARY 11. 1997 1/06/97 RE"SED BUILDING SETBACK dsf CEM SHEET OF 4 2 2/11/97 REVISED PER ENGINEER'S COMMENTS cisf CEM DESIGNED BY: C.E.M. 3 4 3/13/97 RENASED PER VDOT / FCSA / PUBLIC WORKS DEPT. COMMENTS dsf CEM DRAWN BY: _ 3/26/97 RE\ASED PER FREDERICK COUNTY PLANNING DEPT. COMMENTS dsf _ _CEm APPROVED BY: C.E.M. 770 n n F- 760 750 740 cD v r, METER BOX HARDWARE SERVICE METER PIPING METER SIZE YOKE # BIOX *1 METER BOX COVER j/¢" 5/8" x3/4" (20 GPM) Y502 18 in. "TRAFFIC lC FORD C32H 2 1 5/8" x3/4' (20 GPM) FORD 24 in. FORD NO. 30 MONITOR '2 Y504 COR W1 RML-12 TOP 4 ID 1 " 3/4" (30 GPM) r05R04 24 in. FOPD No- 30 MONITOR R -12 TOP LID 1 1 ' ( S0 GPM) FORD 24 in. FORD NO. 30 MONITOR *2 I Y504 COVER W RML-12 TOP LID *1 IN NON -TRAFFIC AREAS - 1 2" THICK POL)ETHELENE PLASTIC IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3" THICK WALLS *2 IN TRAFFIC AREAS - 3/4' x 30' x 30" STEEL PLATE WITH 22' DIA. CENTERED OPENING AND TAR COATED BOTH SIDES IS TO BE PLACED BETWEEN LID & REINFORCED CONCRETE BOX treated 2`x 4" with top 6" painted blue meter cover] - set ?" above fin. grade prier varies as required to salding 1 ' atior, stop 3" stone bedding 8"- 21 meter by F.C.S.A. surrounding box _ 30 deep Md ter box 36" min. ongl heck valve ' 5' B" min. --� boll valve angle yoke Wi(h oin valve water main lt. 6" stone bedding type K copper tubing continuous without pints from main to meter NOTE' Exoct location of meter box asserrrbly to be opproved prior to installation. METER SETTING PARTS t •t• t 3' LIN '! METER I YOKE ANGLE YOKE BALL VALVE ANGLE CHECK SALVE XPANSIO WHEEL 4" s d'rJ 4" Y502 BA94-223W HHCA94-32310-G EC-23 1 " 3 4" Y504 BA94-•344W HHCA94-323TD-(; EC-23 1" 1" IY504 8A94-444W HHCA94-444TD-G EC-4 I u"'D on o meter setting os required face of curb 1 " type K copper curb & gutter 3/4" type K copper for single meter installation 1 " x 3/4" wye Dural Meter lnstallotion 518", 314", & ?" METER INSTALLATION Figure 5 730 720 710 I/ 100'^- 24" RCP ® 17.0% c0 0+ 00 730 - 720 D D V II z 1 +00 f -- PHASE 2 N S �U� 2 0 d p N W 0r`) pj w �p� vj 0 on u-) n- (_1 Q r: II l 40 � ---— — "•'_ -�' 36" MIN. ----- --- --- — ----------- — 4.. FORCEMAIN / COVER SDR-21 4" FORCEMAIN / PVC 8" PV ® 0.823% z 1.' WATER MAN 218.69' a d000 Cr 6 .lf� !0 Q3 - a�• $ " PVC 0a., G U . w > J Cv z w m Li a > X Lf) X w w W - o I0 -- n 0 Vim= D _5 Q w d CD � N o J � J � ON ti J 0 x > : ZO d CO r Lr Q ¢°d° D Za 1! Z NON= X � IG Q e II F ~ II O= rap > I r cD 77I ! O- I N I I OZ kr> rV a' O 00 (D r. O cV N O In ill O 0i a �n N Ln 'd LO 4 � u) Ln cD d 00 rh LO c0 +n c0 d) u) Ln it)u ul c0 u) 0+00 1+00 REVISIONS no. date description 1 12/97 REVISED PER V.D.O,T. COMMENTS 2/28/97 2 1 9:7 REVISED PER F.C.S.A. COMMENTS 2/13/ 97 3 3/26/97 REVISED PER F.C.S.A. COMMENTS 3/17/97 2+00 3+00 4+00 5+00 J0I3 NO./DWG. NAME: "509ti—PR1.dwg' bbby kd.------- - - DSF CEM DATE: FEBRUARY 11, 1997 DSF CEM --- DSF CEM DESIGNED BY: C.E.M. —_ — DRAWN BY: D.S.F. -- — — APPROVED BY: C.E.M. W soy �. Z o CERTIF CAT N �. 7091 D REGISTERED PROFESSIONAL ENGINEER 7+00 770 760 750 740 755 750 745 740 735 730 725 720 715 710 f V M O N Ih C� r` I r- U) ' U) rh Ln '- 00 LC) 00 It t` U•) (b I 00 Ln N u') 00 Q) C) O 00 C0 i 00 n 6 a;! O O N u-) 00 , O; O .- r1i v d U� r` �) N) rr) r� r7 't d' st It qt It � � � � � { + I i { 1 I j I, I �ARRIEBROOKE DRIVE j I I ! A-�.36 I K ='9. 6 i 1 i 70' VC IC ! I 1 PR POSED GRADECA II c"i f\ II / 700' VC -` rn 5�� A = 11.273 b rJ--.---- -- K - 62.10 Lj T i V.S.D.=287' I 2 053q £�£ I , t i + j A ' 3 — EXISTING GRADE I t 1J a + I i j I a I t- Op v try` C) rn N f ! !! 1 Z > I i L0 Z O cj �.I I V a U II tl a � � U I pa ' a j LJ j i ; O + + 0 + ; Ln + I O U-)04 + + Gilbert W. Clifford Engineers 150-C 0(de Greenwich Ur. Fredericksburg, Virginia 22401 (540) 898-2115 0+ 00 1+00 2+00 3+00 4+00 5+00 scale Associates, � CARRIEBROOKE and Associa l+ ,es , Ine. SHEET STANDARD DETAILS & PROFILES 3 ~-- OF Land Planners Surveyors 200 North Cameron St, SET REVISED MARCH 26, 1997 4 Winchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY, VIRGINIA 0 �:3 f t. or'SicE of 721; to �;c p''u'Ned dzing cm) try ictiwi 1. != o.lowing yradirng +abifi%a t.�n (of all grin ss �.�aa� tht=lnp berry ,) t 7`' 4.�` l- l,g ,ha. L ETiahg=;Icy ioverFlow at ;;��21c`o�. �..��" ?2' -laI 7 i r r cDc1, :l_;.jr add �- '.�'tZ "IV [1It — 7(-'g1ij_ Rip R(.a U"eck Daly i;o be �tai_ed upstrk�ar. of the prcpos.ld or+ices" f' i0c.1 , 0 E. 4P rA to scale re I :T X of 10% ti �iti - �'&ep Collar. to be 4.�: x 4� 0' :.n�d rl-C1,tere�! ;n the eM �'znkrll_nt ` c' A rx r NOW RAIL rx If RWGH SAM BOARDS 6'-,C LONG. I W/I Tau 0 Irx 8'_(TRFATD) �Woqo FPVDSSff k �TS m1+Mrsirn�iLor. 'r WOOD ML 17 DIA CONCRETE FOOTNIG t SECTION A ro C,.,ass r�_:, ro.p lirinc on crest Clc.ss 1 rip rap 1.1nir:� �"on channel o�'er� slope Gass 1 Geotextile fo be prcVide benaatr.': rip .'ap orode ni,erflow ditch to tie to N �(Iar to be cn�st i1 place. E:rlbankment to he placed and c-omplacted in 8' lifts No topsail, orgcrics, c)r stones greoter than 6' dilaney2r shall ae user, Mater al shall be conpo, ted to o I<'E'XiMLIm dersity at 2.% optimum xisture. Cl.. Core -to ex tend ft beyr •Ica ends � ens ankr;ent, = art 2 ft below existing g,-ade. The pop of the core shall )e Q1 Eli 7315. Depth of .,ore Trerch given is general, actual -+- required depth should oe determirI6 by soils spy.:ialist ,CL at: the t me of construction. Paximum s'de s►cpe is 1:1 15 Bar, E:E 3000 psi voncr ate collc;r lc' this.,, REVISIONS n()T date description —_.fie------- — _ — _.--- - ------_—_. ------------ 1 Fl�:vISE:`'1 DEF P(_PL;C irORH'S DEFT (-CIMM=rJTS 2 3/26/97 REMSED PER FWDEM C01 M PLANING DEPT. COMWMS Ga.ly, core nateri,ll shall met the [Alowir'g Unitled dassific0ion; SM, SC, ML, MH, CLDI, Par ,ic.e size: 100% passing 112 sieve t n n Ell nd JOB' N O./DWG, NAME. t � �Q`�� - �� i . �W`�„ by kd. D�F = ern DATE: F'E.ERUAR)" 11, 199 +' D% Cfil -- - — -- — — -- -- --___ __ DESIGNED BY. C'. I,, M- DRAWN BY: 1).S.r. -- --- APP;~ OVI,"D BY: C.E.I. r rA 0 CEI-TIF[ -.ATF z Y, 7091 ' REGISHRE_D ENGINEER _4_�- b r Over (IyP1011) ,SLOPE FOR ORA E 6 O NCAFIT Sue W/ 6x6 J A A ►ALE MESH (SEAL cOMCAETE — SUE AW11S7 GNM ABSONY ON) %WT C" DTANSIDN MIT AT EACH POST FOOTING (TITil A OF () (2) 6 aNXTE nTm POST PLAN VIEW t0•-0' 10 Z T ON h_ 1�___FOR OO tECMNS VAD fgW DRLL HOLES N CON(7ETE GE (TYPWKA' 4 TO LOCK GATES N OPEN S SMff AND CLOSED POSITIONS STm TUBNG (2) 2r LONG 3/6r RODS b SOIWF STEEL 1 :o TueY1C. SHOP WELD ALL JOKIS roll I >!^ GRADE CINDE ae b C0MXTE Ale FOOM cbi, tx 6 UGH SANKyp B'-! LORONG Wmi 3%6gSP BE1WEDt BOARDS 7 FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL lr:V. Su¢ = 728.5 EC-1 �I'-, ed Y 1 nFJjW_ MAP I\ � Is Fabric SECTION A —A SECTION B-B GeotextNe Fabric GeotatiVe Fabric SECTION A -A 3" 417 , ��r� 1� wewv,rawear•+'j � ��Ir r ���•�� • s r , NOTES For mu" tine Installations ONnension D Is to "worn the Protection oWalde 1M chonnol width (W) On any Secondary Reads installation requiring erosion contra store where no andwall or andsectim is specified on plans, construction IS to be in accordance with Detail 2 shown above Gootaxdte Fable to be rnlalled under all erosion contra stone in occorddnce with the specifications MEN. DEPTH Dry Rip Rap Rip Rap 0111" 1 7 Cis" N 3' * Use Typcd Sechrn shown on plans or normal side slope, bottom width, and depth of thane, ditch or aatural ground SPECIFICATION _REFERENCE STONE FOR EROSION CONTROL 20245 03 VIRGfN1A DE jARTMENT 414 TRANSPORTATION TEMPORARY SEDIMENT TRAP 2' 3' /G�ROUNDD 709.50 ELEV. 710.00 67 CU. YD./ACRE 4' N 0 .50 67 CU. YD./ACRE (EXCAVATED) 3 ' FILTER CLOTH ORIGINAL 702.50 GROUND ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE~ CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP �. LENGTH (IN FEET) - 15 ft. B x DRAINAGE AREA (IN AC.) /DIVERSION DIKE 1 I COARSE A r"tEGATE EXCAVATED FILTER CLOTH AREA / aaCOARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) Gi1.1)e t, 'A CIi�-f0r�I ! �,' ;;a� and 0 �it e Iric. I�ngineers ---_—______.._ Larid Pl.anrier-s -------__.___ Surveyors i50- "_ Dlde G� �( nwi =fin Lr 2C(I N(Dr'th Co rler�cn St F`ret,�er,il�k.5�u g, V�r girtio c'C_ WinCr,es+eh �,';rg riic 2i?c 01 i;`_)40> ';98...?ll`--- 1.540) 114.01 C A - R [.L..l -L? T Ll00KE. SfIIs'ET' ER0,'_510 N & S1,'.D1.zVEA7 C ONT'RO L .4 D [,T'A I LS" 8: .F R F.1- L 1JTS GF S.FT h'F'V -fS1,; D !il,a �� _;'� , 1997 r C(_.:)UUr,, Y, VIRGi' A