Loading...
HomeMy WebLinkAbout050-95 Hardee's - Mobil Convenience Center - Backfile (2)4 1 CONSTRUCTION NOTES 1 The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the ,completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be. in •accordance with applicable Standards and Construction Specifications of The Virginia Department Of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 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. A14-4;m•ensions, 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 sholl 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- 4. 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. Fly_& RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 4. 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. FFFREDERICK COUNTY SANITA FION 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 shoe; be marked with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six 1,6,) inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to propose 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 inc'hes, anJ 41) all components of the meter box assembly to be in proper working order. It is the, :antractor'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 link$. The location of the tap and the termination point of the lateral are to be coordinated with the Authority'4 assisiil;ft engineer. 6 The Frederick County Sanitation Authority shall tap all existing waterlines. They *if' furnish fho- mo '• # make the tap. The contractor must make applic,)tion for and pay the cost of this worK, 7 Frederick County Sanitation Authority approval of this site plan expriregjtwo (2) years Prim date of WI(tts!_ry > PARTMENT OF RANSPORTATION f. 1 All work on this project shall conform to the latest editions of the Virginia Department ^r rr6riSpc, R,)ad and Bridge Specifications, and Standards, The Virginia Erosion and Sediment i Regulations i" " state, federal or local regulations applicable In the event of conflict between ony of these standnr,d3, zr plans, the most stringent shall govern. 2 All construction shall comply with th latest U.S. Department of Labor Occupct';,inal afety & Health l4dii3istrdti. 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 br the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VD01 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 adjocent public road- way through construction and maintenance of a construction entrance in accordance with the VirQinia Erosicm & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained throuah 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 and fill. 13- All roadway fill, bast-, subsurface material and backfill of utility/storm sewer trenches shall be\compocted 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 fi.ill width of any dedicated street right-of-way. At the direction of VOOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the WOT Rood 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 VOOT 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. a U N't'y -H I C K F'I �F' 0 • y 9r f , it � " ., • T � f p7^e7e9 90% \�Q O .•- Stines qg0 ..994 , ,.nr 1 . SU 1 Radr! Towers _ O a _ ' C Jr High aith } \ O,Btft , O m r) y r• tt� y- o w y`. r ., . ,,• (� . !; ,.ter '� � ' asr' %r j•�Hill C t• 4i`• \71 ►� . Q(ttwTodtrn Sp', .r 'A ooCem - ,, I � � ' Y • Q o P 0 O ♦ °'i �Z rr '�• rr d'Lem L 3�j Raw.rt Vicinity Map SCALE 1" = 2- 000' Set Revised 2/4/97 EPZ'EMBBR 'M) 1995 Itfinrd Associate _ � r Engineers — Land Pianners — Surveyors 150—C 01de Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (703) 898-2115 (703) 667-2139 1 6/18/96 REVISED PER AGENCY COMMENTS. dsf CEM ----- SHEET INDEX-__--- �--- �i 1 —_ COVER SHEET 2 SITE GEOMETRIC PLAN 3 SITE GRADING PLAN 4 OFF —SITE SEWER PLAN & PROFILE 5 OFF -SITE SEWER PLAN & PROFILE 6 PUMP STATION PLAN 7 — EROSION CONTROL & LANDSCAPE PLAN g DRAINAGE- 9 STANDARD DETAILS 10 STANDARD DETAILS 11 STANDARD DETAILS 11A STANDARD DETAILS / FLOOR PLAN LEGEND EXISTING GRADE PROPOSED GRADE PROPOSED PROPERTY LINES PROPOSED EASEMENT AREA PROPOSED SAN. SEWER & MANHOLE PROPOSED FORCE MAIN PROPOSED CURB & GUTTER PROPOSED ASPHALT AREA PROPOSED CONC. SIDEWALK APPROVED BY I i ZON;% . AD INi tk F�g�9 ANAL ri :: �Ee c. OWNER �� ,G q� DEVELOPER PNp 0� <" FARMERS LIVESTOCK EXCHANGE BAUSERMAN OIL COMPANY P.O. BOX 2696 2609 PAPERMILL ROAD WINCHESTER, VIRGINIA 22604 WINCHESTER, VIRGINIA 22601 (540) 667— 1023 (540) 662--4944 H �F f D DO a CERTIFICATE NO. �. U 7091141 b REGISTERED PROFESSIONAL ENGINEER _;4J' r Job Number: D004 sheet Number 1 of 11 "5004-COV.dwg" V C RAILROAD SPIKE IN POWER POLE #N39047 ELEV.=809.73 1' 25' R 14' SEC . ROUTE 1 31 7 _ UNPOSTEA\ SPEED LIMIT 40' R /W Ex. T! 5' PERMANENT EASEIMENT FOR 15' DRAINAGE ' ADDITIONAL RIGHT— F—WAY INGRESS/EGRESS, SLORfE, DRAINAGE, 30' �• EASEMENT DEDICATION REQUIR D. && UTILITY PURPiOSES. _-_ _-.-._._ 11.77 r RKING LOT 'URB - 5 •,QFF R W LINE -- - - - - - - --- - -- 2.5' R N 19'45' E 94.00' 191.00' S.00' _ 4 'R 20 --2T5' JR5' R 77'25.00' 134' 27.08' i 3'R V R 11 SPACES 1 ,1 9' 60, (� Z I I 30.89' M p, i 4 " 20 / 2 AH C' 5' ' 5 CES �� + L 18.00' 9' - 2'R ------r" 4' I r-- l 60' r M L �1 1� 26.00' , 47.0 46.5' R �+' t M 8.00' , C� 50' j 20.GO' 6'�' 3.75 1 5,R 225'R 27.5' 1 2 DOOR OOR zN y'i 1 61, 26' 1 •78 DOOR PROPOSED 1N �1 25' t 1 R l !'t + 25' 50' 1 ,\ 1 25', 12' 1 1/2- SM-2A ASPHALT CONC. 6" BM-2 ASPHALT CONC. 8" 21-B I 12' - 24' 12' 4' ISAW CUT / 3/18 _ - -- A-1 1 E� 4 � REGRADE EX. MEDIAN DITCH TO 4' BOTTOM TRAP & PROVIDE EC-2 —� W/ GRASS COVER. C6 3 J U SECTION "A —A" WEST BOUND DECEL LANE & MEDIAN RELOCATION PAVEMENT. * SEE SHEET 11 FOR DETAIL OF RTE. 50 EAST BOUND TURN LANES. 20' FC TO CL EX. PAVEMENT ASPHALT OVERLAY (MIN. 1.5" SM-2A) EX. PAVEMENT TO REMAIN SMOOTH CUT 1 1 /2." SM-2A to 1 1 /2" SM-2A 2" SM-2A 6" BM--2 3" BM-2 8" 21-A 8" 21--B 0 8" 21-6 EXCAVATE AND PLACE NEW PAVEMENT WHERE OLD DOES NOT EXIST CLASS I CLASS II CLASS III NEW PAVEMENT NEW PAVEMENT NEW PAVEMENT WITHIN RTE. 50 RIGHT—OF—WAY. WITHIN WARD AVE. RIGHT—OF—WAY PARKING LOT & ALL HARDEE S f RTE. 1317 OTHER PAVEMENT AREAS --I-- ' W iW EASTBOUND RTL S 10 RECIEVE x RESTAURANT — 24 20CLASS I PAVEMENT DESIGN IF 3.0�' ..... W +� t ADEQUATE BASE IS NOT INPLACE 12' 12' 3,996 sgft C TO ACCOMODATE ANTICIPATED TRAFFIC. TYPICAL PAVEMENT DESIGN FF= 807.W ` _ , Ul DOOR U'� SEE SHEET 4 iiiiiiiiiiiiiiiiijil.rn FOR OVERALL VIEW Ui r {•' n.1 y.�C .: r' ' , $ ++,y l , `1 M 22.5'R��, ft NP m --� C7 12' t1ri 7--A \ r- C PROJECT SUMMARY Uj _ 10.00' 27' 15' DRAIN, GEEASEMENT z -� ZONING: RURAL AREA (RA) - NO PROFFERS - C.U.P.# 11-95 ENVIRONMENTAL FEATURES n O 1 ~� --{ CURRENT USE: AUTO SERVICE STATION STEEP SLOPES: 0.00 ACRES PROPOSED USE: MOBIL OIL/ HARDEE'S CONVENIENCE CENTER WOODLANDS: 0.00 ACRES _ 1� , , LOT AREA: 1.0727 AC. ( 6,728 SOFT) FLOODPLAINS: 0.00 ACRES 8 SPACES \ 'R O TAX ID NUMBER: 538-((3))-1 WETLANDS: 0.00 ACRES 10'-- 8 56 47 -_-` 2 SPACES 1 , 14' �`�, .70' � — � MAGISTERIAL DISTRICT: BACK CREEK SINKHOLES: 0.00 ACRES 5' R \ 5 `� ���. TOTAL SITE DISTURBED AREA: 1.0727 AC. (46,728 SOFT) HISTORICAL: 0.00 ACRES SETBACKS: REQUIRED PROVIDED 45' -- ` FRONT 60 61.26 _ 20 __-- R ` ��` m SIDE 50' 56.70' 5' R 12.5 R 1 Z REAR 50' 52.78' °D31.32' 24' 1 \ (J FLOOR AREA: 3996 SOFT 1 � �A FAR ALLOWED: 1.0 145.300 - - - - - - _� , d> FAR PROVIDED: 0.085 S 19'45' W 243.67' i 1 BUILDING HEIGHT ALLOWED: 35' 1.60' BUILDING HEIGHT: 16'2" 1 PARKING SPACES: �W REQUIRED 34 PROVIDED 34 1 J0, �PARKING SURFACE AREA: 30,250 SOFT m LANDSCAPING REQUIRED ( 5%): 1512 SOFT LANDSCAPING PROVIDED: (6.4%) 1940 SOFT 70' ' q' SAN. SEW4 & DRAINAGE EA EMENT 1} PARKING LOT PERIMETER: 760' Z , TREES REQIRED (1 PER 40') : 19 TREES REQUIRED (1 PER 10 SPACES): 4 t s. TOTAL TREES REQUIRED: 23 T) TOTAL TREES PROVIDED: 23 T CONDITIONAL USE PERMIT #11-95 APPROVED OCT 25, 1995 m C.U.P. APPROVED WITH V.D.O.T. APPROVED ROAD ENTRANCE PLAN AS SHOWN GRAPHIC SCALE WITH THE FOLLOWING CONDITIONS... —SITE PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO ANY CONSTRUCTION zo 0 o zo 4o so 1 —ANY CHANGE OF USE OR EXPANSION OF APPROVED FACILITY WILL REQUIRE A NEW CONDITIONAL USE PERMIT. —WHEN PUBLIC WATER IS AVAILABLE TO THIS SITE, APPLICANT MUST INSURE ADEQUATE WATER SUPPLY FOR FIRE PROTECTION IS PROVIDED. THIS MAY INCLUDE INSTALLATION ( IN F1EET ) 1 ' , OF A HYDRANT AT THE EXPENSE OF THE APPLICANT. 1 inch = 20 ft. , —THE SITE ENTRANCES SHALL BE CONSTRUCTED TO VDOT STANDARDS AS PRESENTED. 1 ANY CHANGES TO PLAN AS PRESENTED SHALL NOT REQUIRE ADDITIONAL APPROVALS, REVISIOINS JOB NO./DWG. NAME: 5004--- SPl.dwg' no. dates- --- description----'- --- by ekd. - - - -- -- HARDEE'S ^' MOBIL OIL "scale 1 6 16 96 REVISED PER AGENC'r COMMENTS - DSF CEM_ DATE: SEPT. 2.0, 1995 — _�� Gilbert W W. C 1 i f f o r d and Associates Inc.2 _ 10 15 96 REVISED PER FREDERICK CO. PLANNING DEPT. COMMENTS DSF CEM � � � RTE. 50 WEST CONVENIENCE CENTER SHEET 3 _ 11 18%96 REVISED PER V.D.O.T. COMMENTS DSF CEM DESIGNED BY: C.E.M. � C.E. ADD JR. Z 2 4 1 /28 97 REVISED PER FREDERICK CO. PLANNING D)EPT. COMMENTS DSF CEM - - - -- CERTIFICATE NO. -5 z/by , _ DRAWN BY: D•S.F. 7091 Engineers --Land Planners--- Surveyors SITE GEOMETRIC PLAN OF ---- REGISTERED 150-C Olde Greenwich Dr, c00 North Cameron St, PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601 Set Revised 2/4/97 1 ENGINEER g g — -- --— — APPROVED BY: C.E.M. (540) 898-2115 (540) 667-2139 FREDERICK COUNTY, �✓IRr;INIA. >000� I N/F KATHLEEN M. BUCNER DB 444 PC 1 TM 53B - 3 --- 5 ISE , COMMERCIAL. ZONING RA TOR TUGA RESTAURANT CD C-4 @ r RAILROAD SPIKE IN POWER POLE SEE SHEET 4 ~ #N39047 ELEV.=809.73 FOR PROFILE 11� G S CG-2 o ASHOWN FOR CG-2 E�VATIONS i SEE DETAIL SHEET 11. AX> Ex. Asphalt #4 (a-7) o CommercialTYRE III GRATE Entrance RIM=805.20 IN=801.50 U1 OUT=801.00 � 250'+ SIGHT DtS,TAN NUE VA_ SEC. ROUTE 1317 C-3 A LIMIT? OF PAVEMENT OVERLAY \` UNPOSTE SPEED LIMIT 40' R/W n 5' PEOMANENT EASEMENT FOR 15' DRAINAGE ` RELOCATE POWER POLE U INGRES4/EGRESS, SLOPE, DRAINAGE, 3U� EASEMENT— --, STR {�6 (DI-38) UTILITY PURPOSES. - __ __.__----.__ .___ . RV=$0.a0 a o _ CG CG-12 INV 901 90 C-5 ,ao ` ca . ti. CG-11 _ _— _ _.___ __ __- _----._ _— co _ 1 _ _ _ _ _____ — R0$A P C ED _ _ i 19'45' E 191.00' �. 00, 00' o $ — �._ - MITRE END ✓ p 0 ! k ! r INV-804.50 _ — 20'— — dO \ — -- 34' O i I PROPOSED YARD -? 11 SPACES LIGHT (TYP.) I 9, �''°� 6� C(--6 IFD:PARKIN 1 ❑ � l & ALOM4G -WARD A ° r 0.89' 6' FENCE � ) � qj UNDI�RGROUND FUEL ' -- r ; STORAGE_ TAI'7IiS HC SIGN �0 SPACES rp U CN �' ` x6b %b1� U m of OVERHEAD _ Ln Ln EX. BUILDINGS TO ��CANOPY _j ✓, 0 / BE REMOVED. 't 26. I �� -,N v, n ,. `IEX. SIGN TO BE REMOVED ❑LOCATION ROPOSED WELL e� h O ONE WAY SIGN, x 4 o� ' 4 i �- 20.00' �5 Q / LOADING AREA - i� y1P c3c, ❑ % 15' x 45 CG-i�_ f/ J — - ��' CONTRACTOR TO DRILL ( TEST VA CLASS IIB WEL� �. r �1 I (SEE PERMIT WS 95-456) I / ' �y o� :OR (jOOR` FOR WATER LINE & WELL ` , �`�"1` PROPOSED CONSTRUCTIONS DETAILS +: SEE MECH. DRAWINGS �� ❑ HARDEE S , h FOR BUILDING. N j` �� RESTAURANT.. 77— ;�7 r, 3,996 3gft r \� FF= 807.50 JI i 09 SI $ } \ DOOR XI'' EW-11 A t O, 0 i ` O �-� REALIGN CROSS OVER REMOVE EX. CULVERT EW-11A OBSCURTING PAVEMENT SEEDINGEPER SGENERNOTES. OBSC N/F H. CLAY DECRANGE E S 1: TM53-A -68 cn rn USE ACRI. r- ZONING RA11 I cp � STR #3 �DI-7) I TYPE 'B GRATE I z z RIM�804.80 ` - 0 - pJ INV=600.60 I » ` IN-601.70(15') _ 1 " \ 0+00 REMOVE EX. CULVERT 1 A CG�7 ALONG RTE 50 SEE DETAIL G L T < \ SHEET 2 0 0- Uj VDOT ONEWAY SIGN cp C- �' o ocr T 0 47.0 U' I �, M CG-11 Q� (Y 1 j 1 SIGN "A" CG-12 10.5' ° 12' '�.- STR #2 (DI-7) a RIM=803.50 I N- 799. 30 27.5' , IN=799.80 (15 ' OUT = 799.30 c*� x�5 � 4 C-1 � 1N STR #1 (DI- ) j` _ 4 7�j !, RIM=804.00 `\V� OUT- 799.90 o rONE SECTION OF 4" RCP ',FOR VDOT CONN T10N - RELOCATE POWER 'POLE �0 CONC. FLUME --REMOVE TEL. BOOTH l \� ° J— ___-- _� —` ` ONE SECTION OF RCP p`� (� BLOCK CLOSED. 11 � _ ' U' -- �4� = ?7' 16 y Uw 15' DRAINAGE / I ---__---- -- ¢� ° 6 k. E A SE M E T CONC. PAD (7'x10') ° '— DO NOT ENTER "qti `" NEW 24 RCP ONE WAY SIGN SF `� , CP 0 o �, BY . V.D.O.T. DUMPSTER AREA �g SPACES SEE ETAIL SHEET 11 2 SPACE �� \ \\ 1va9 , <' ` O 18' w•- 8 J 04 _ k 5 C 20' 45' --_- �' REM VE EX. CURB -��' SEWED STUB 0. O 1 A- +S 19.45' W "© 243.67 ,... .. -� MANHOLE. #2 4� RIM=804.00 `� -{ 10 Farmers L i v e s Lock E xchange, Jnc OUT=797.10 D6 1 �0 PG 2rJ �' 1 `-A �� T M 5 3 --- A- 8 3 USE : COMMERCIAL , 50'QA ZONING RA - - �� 70 2 SAN. SEWS & DRAINAGE EA�EMENT �} MATCH EXISTING PAVEMENT & GRADE HERE T\ GRAPHIC SCALE INGRESS/EGRESS EASEMENT �\ 20 0 10 20 40 80 1 NOTE: FIRE HYDRANT TO BE PLACED WITHIN 1 ( IN FEET) 300' OF STRUCTURE WHEN PUBLIC WATER IS AVAILABLE AS PER FREDERICK I inch = 20 ft. COUNTY FIRE MARSHALL 1 EX. 10' OFF'5ET (F.C. TO E.F�,) 808 0 O 0 00 II t O O 00 �t o 00 It CULVERT #3 56.39' - 36" RCP 00.71% ---- -- 0 0 0 00 00 II FII- z — — -0 0+00 V) 4 1 O O 0 00 0 - - ------ --- -- O 10 o808 o �n ~ -- 0 ---- CULVERT #1 ------ ---- --- - 9.44' N 15" RCP �-- ® 1.06% 804 — ----- -- — -� ! ! -- — — -- CULVERT -- ---- -- - 146.84' N 36" — ---- ------ I RCP ® 0.88% 000 00 r') r� p m orn rn O C14 Sri 0 a I I 806 a; w804 w w 1n 802 Q i 3 Uj Soo 1 +00 808 0 00 0 00 II 0 0 0 00 I I � z 0 EXISTING GRADE PROPOSED GRADE \ ASPHALT COATED 75 00' 23'�x14' CMPA 0 733q �* o o CULVERT #7 00 11 > > 8081 8061 8041 3 80C i 0+00 0+75 cc a o (00 w 00 00 � CULVERT #5 21.66' — 15" RCP ® 0.92% i I I CULVERT #6 1 11 136.00' — 15" i RCP ® 1 .91 00 0000 00 II � II II z 0z z 0+ 00 1 +00 REVISIONS scale JOB NO./DWG. NAME: 5004-SF'l.dwgHof P HARDEE'S N MOBIL OIL 1" = 20' no. date description by ekd. --- 1 6 16 96 REVISED PER AGENCY COMMENTS DSF CEM HATE: SEPT. 20, 1995 Gilbert W . Clifford and Associates Inc . 2 10 15 96 REVISED PER FREDERICK CO. PLANNING DEPT. COMMENTS DSF CEM —�-- RTE. 50 WEST CONVENIENCE CENTER SHEET 3 11 18 96 REVISED PER V.D.O.T. COMMENTS DSF CEM DESIGNED BY: C.E.M. z C.E. ADD (J JR. Z 3 4 1 28 97 REVISED PER FREDERICK CO. PLANNING DEPT COMMENTS DSF CEM — � CERTIFICATE NO. D SITE GRADING PLAN OF -- DRAWN BY: D.S.F. Engineers - Land Planners - Surveyors REGISTERED 150-C ❑lde Greenwich Dr, 200 North Cameron St, Set Revised 2/4/97 PRDFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601 1 APPROVED BY: C.E.M. ENGINEER g, g' 9' (540) 898-2115 (540) 667-2139 FREDERICK COUNT'', VIRGINIA NEW PAVEMENT PER SECTION "A -A" _SHEET 2 OF 11 1 1 /2 OVERLAP` OF - `_~ EX. PAVEMENT -- z / TAPER — 4 --r - __- ROUTE _5G _NORTHWESTERPV PIKE 1 `_,`•`_� RN LANE + -- - _.._. __ ... 00' _._ - _ � -- W E3;/- /I - - - DITCH LINE-' BY -� V.D.O.T. S -z4.QO' TAPER _ - __ __ _ _ ___ V.D.O.T. CULVERT "A" � _ C 1W TURN LANE- \\�,, OUT=798.8 `_—Boo 799 — Cn ONE-WAY SIGN I l +-►� ` 799 -_." — 00---_..__ C-4 �- - \ 8 801--- _— _ eaz - — __ 30" y 7": eo,e STR 5 N — — RIN ,<, STR #1 V.D.O.T. CULVERT �"B"__ —. __ � 7.8 ewe _ OU = T_ M RE END WA STR #4 / BEGIN E.B-�. i' 407 GRADING AS NECES ARY % ..._� L t.l� �; ..._..... ��� L� "��- i FO�t INFLUENT DRAINAGE � Y l- �' "-- / � l" t< CROSSING - ....- --+ :--.. --- "`-----•-_.-_______ ULTRASONIC FLOW METER 'PTT' / REPLACE_ CU B AS SHOWN L. _ -i- +e,. _ -- �_. _ II _ - _' / _ams REQUIRED. / F T _ // ��` .r 1 #3 � � - � _ a7r.a :.:" �� - SUPPORT REWIRED FOR POLE _414 — ` . STR #L . / 1 0/N Po»v �*"^` — L4ii 82i j A4FMEfdT R PLACE _N _1 r� O z.e r _-` R/P SP4(E IN POWER t~ - - '-r�'�. 7�. rr - ON39047 ELEV. 809.7j'- k___a. 20' SEWER DRAINAGE EASF.MEN" ash [ Q f � > 1 PAVEMENT REPLACEMENT— ' �= ...•\ r '` / / \ / !r -� 7 MANHOLI Z FARMER'S LIVESTOCK EXCHANGE OPEN CUT CROSSING I ��\ 11 ` ��` I 1 { ~� f ON -RAMP B ' "- ��rrr111��� tii MANHOL.E1I 1 / � � I J ,J t-A1 RELEASE VALVE � 50'x7O' ACCESS ESMT. 11 1 / / PRQPO ED PUMP STOON f I ' NiF » �►1.��` / - �w _ TO \ ' / 'ANDERSON 4 f t,.l� " 19 00 fit.._ INV N 7 5. ASPHALT 0 Y � ' ' - r+` / (TO BE DE INED t LY ` __._.- WET WEI.I_ INV=79 ' / p 0. 7 I IN FT m) ' / i i tom- t" / - . ,,.,_✓ r' r� , `_/ 11f l . GRAPHIC' SCALE I 40 0 20 40 80 160 'fir IN FEET) I inch = 40 ft. N 810 8(0 790 F a O <V o � a z w W =_ 10 � d � 3 3 h I O i C-4 120.00' - 30" RCP 0 1.2 % 0 0 L7 0 0 0 0 F 00 co II � II z II z � 0 0+ )0 1+00 810 810 ") N O 7, r LLJ Ld z N Ld Ld U) B00 790 O Fa- e07.7 JACK do BORED ROAD CROSSING +I I WJ � J a 11 a f a o a EXISTING GRADE MIN. 36" CO, R I AK F I L -� ♦ WITH 21-A PAVEMENT REPLACEMENT -- ------- - ----- -- -------- -- — --- - - ` __ _ _ — — _ --- ---- BACI; ILL -� OPEN CUT CROSSING WITH 1-A d PAVEMENT REPLACEMENT 8" PVC GRAVITY SEWER OPEN CUT ,ROSSING F 4" FORCE MAIN I J J AL F (SOR-21) 551( 10"SWCC. .25" T -- -_ ------ _ -- ---- 36' STRAIGHT k_ --PIPE REOUIRfD ----- -- JACK do BORED ROAD CROSSING BY VDOT - ---- -------- ---- ---- -- METHODS. CONTRACTO / MUST OBTAIN VDOT / APPROVAL. 34'N8' PVC 00.515% � 0 Iri Iri � II II _ 11 Z -C>4 Z 27.5 8" RVC o_ 0 544% o �', w W II U v `s r < O I n a -- Op ,n N +n N C, o o n Cvj a CN • 2 � 000 000. 000 (X) 000 a00 a0 (O W a0 � 0+00 1+00 2+00 3+00 4400 s+00 6+00 810 c� 800 -'90 CLASS I CLASS II CLASS III EX. PAVEMENT OVERLAY- REVISIONS J013 NO./DWG. NAME: 5004-PR3.dw -- HOC 7�J -t H P Q, C.E. ADD JR. c50 C3 CERTIFICATE NO, .. v 7091 REGISTERED PROFESSIONAL ENGINEER \� Gilbert W. Clifford and Associates, , Inc, / - Engineers - Land Planners Surveyors 150-C Otde Greenwich Dr. 200 North Cameron St, Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (540) 898-2115 (540) 667-2139 HARDEFS � MOBIL OIL ,�,��iE�T RTE.WEST CONVENIENCE C,�JNTEk I� _ ( ^ rll�j r\ I [ ` I \ V J TE �� O R M U R A � I V A G L f 'LAN Set Revised 2/4/97 F REDERICK COUNTY, VIRGINIA scale 1 = 40� no. date description by ckd. — — -- —� ---' DATE: MAY 15, 1996 1 6 18 '96 REVISED PER AGENCY COMMENTS dsf CEM 11�5 9 _ REVISED PER V.D.O.T. COMMENTS dsf CEti1 `-t' OF 1 ----- — ----- -- DESIGNED B�": C•F;,�1, —._ ---- ----- —___ -- — -'- --.— ------ `----- -- -- - DRAWN BY: ----- --- — — D.S.F. _—__ -- --- — ---- ----_----- — — — __ APPROVED BY: C.E. M. ----- ------- — — -- -- --- -- -- -- --- - -- 820 I— W W In LLJ W W Z J S U Q 810 W W LJ w Lv z US RTE. 50 NORTHWESTERN PIKE Q rtal�a a"2 .�.. _ -e01'9 8+00 rsg►ra -r _..__._._.___« 9+00 U91I Pots _ ►.._ sov.a _F 10+00 Shpa F ...__ _�RCE MAIN . t �« 9 ---- nr a SILO M2.5 _ �_•ma� �� — -Y aru/ 1-AIf RELEASE VAL a, bd ""'---- '---' 12+00 Wof BJox-- �_ / guy � -�- �"►`. tan-ao&M Mao � l MS1 012 di19 aISP . \JAC & BORED ROA CROSSI syna M24 �tJyltt Pole /o a �5fgn C. Pod N O Van ai2an / w/ contYd Ppn� O F +�_� t?nd9 Muttmant ', __ _ _ _ _ _ _ __ _ RO 1s JACK & BOREM� -- \ 806 `} 0ov / - _ eo®e 'P PAVEM ROAD CROSSING 1 Q - e _ pe aca.o�c-_._._.,._. �... PEN 1-AIR RELEASE VALVE T / //� � Mr.� '4 H.C. R�Ayi n,v-e01 'S N�F ? i 8xv McDONALD'S CORP. FUTURE 9' MIN. 10' OFFSET LANE WIDENING FROM END OF CULVERT 551f - 14' SWCC .25Thk JACK k BORED ROAD CROSSING BY VDOT METHODS CONTRACTOR MUST ; OBTAIN VDOT APPROVAL lb W a > W `Lj w tY U') � O a i 7+ 00 no. date 1 12 18 9 2 6 18 9E 3 11 15 9 I VISED TO MATCH VISED PER V.D.O.T. 40 fl 1 GRAPHIC SCALE p 20 40 80 ( IN FEET ) 1 inch = 40 ft. f �I EXISTING RADE 4�-• 160 at2.a M23 M2.103 WN"ARk-fire HyrJnOntXr �49 "t on Honp F.7ev.-813 93 M(0 PLACE .w OSSIN i' w. m. ow. r. is 1 eoa w 2 z a i Z o z ro F II X — W CL 820 __ ___ �—_- _- 810 MIN. 36" COVE / t BACKFILL \ I WITH 21-A / PAVEMENT REPLACEMENT Orr '-��` i � I 4 FORCE MAIN OPEN CUT CROSSING .r r r -- — - 50r - 10' SWCC .25'Tnk --- ----- --- — ---- �- JACK & BORED FM INV=80425 OR O B NCH ROAD CROSSING CORE DRILL NEW INVERT BY VDOT METHODS t CONTRACTOR MUST USE KOR-N-SEAL ADA OR OBTAIN VDOT APPROVAL ,. 3 0 F.0 S A. STD. SEWER S REAM CROSSING m a Q Q W w ; m = O J U W M O i Q a + + II W t0 a0 O N N a, 7 O aD O O �0�p00 p 00 O O O O N O m O O O O m W a0 00 a0 00 00 00 Z0 OD co co 00 OJ cc 8+00 9+00 10+00 11+00 12+00 13+00 — 14+00 15+00 REVISIONS JOB NO./DWG. NAME: 5004-SP1.dwg" C description by ckd. — — - S dsf CEM DATE: SEPT. 20, 1995 t 4 dsf CEM �'s dsf cEM DESIGNED BY: C.E.M. JR. NO. ZDRAWN BY:D.S.F. DALAPPROVED BY: C. E. M, Gilbert W. Clifford Engineers 150-C 0(de Greenwich Dr. Fredericksburg, Virginia 22401 (540) 898-2115 and Associates, Inc. Land Planners HARDEE'S r,-j MOBIL OIL RTE. 50 WEST CONVENIENCE CENTER C) F - 1J E SEWER P1 AN Surveyors 200 North Cameron St, Set Revised 2/4/97 Winchester, Virginia 22601 (540) 667-2139 IFREDERICK COUNTY, VIRGINIA scale 1 " = 40 SHEET 5 OF 11 5,C REIt CO 8" Diam BLOCKOU (typ. of two requ 4" GALV. VENT--'-"--, w/SCREENED MUSHROOM CAP N 0 HALLIDAY S1 R-30 ACCESS HATCH 12" 2' 4" 0 N PLAN V I E'vv 6' 0' NOTES 1. NEMA 3R DUPLEX CONTROL PANEL SUPPLIED FOR ON -SITE INSTALLATION AND ELECTRICAL HOOK UP BY THE CONTRACTOR. NEMA 4 X JUNCTION BOX REQUIRED. 2. ALL CONTROLS TO BE INSTALLED IN NEMA 3R CONTROL ENCLOSURE. 3 WET WELL SHIPPED IN SECTIONS, HEAVIEST LIFT WEIGHING APPROXIMATELY 18,000 lbs. VALVE VAULT SHIPPED IN ONE PIECE WEIGHING APPROXIMATELY 14,000 LBS. 4. 4" DUCTILE IRON PIPING AND CAST IRON FITTINGS REQUIRED IN THE WET WELL WITH PLAIN END STUB OUTS 1 FT. OUTSIDE THE STRUCTURE. 5. EACH PUMP SHALL BE FURNISHED WITH A RUNNING TIME METER. MEASUREMENT TO BE IN HOURS. 6. THERE SHALL BE NO ELECTRIC BOXES OR SPLICES INSIDE THE WETWELL. 7. PUMP CONTROLS SHALL PROVIDE FOR ALTERNATE PUMP OPERATION. 8. PUMP LIFT HOIST TO BE HALLIDAY PRODUCTS MODEL # DIA248 WITH FLOOR MOUNTED S.S. SOCKET. 9. TWO PUMPS AS SPECIFIED TO BE MOUNTED IN THE WET WELL. A THIRD PUMP SHALL BE PROVIDED TO THE OWNER IN ITS SHIPPING CONTAINER. HALLIDAY S 1 R-3030 ACCESS HATCH,, z 12" 12" T GALVANIZED LIFTING CHAIN REQUIRED BUT NOT SHOWN " ALARM LAG PUMP LEAD PUMP 4" GALV. VENT w/SCREENED MUSHROOM CAP 0 ALUMINUM -ACCESS LADDER ' 0 OL&W CHECK VALVE 12" 0 GATE -+ VALVE V STEEL PIPE 0 SUPPORTS 2" PVC VAULT DRAIN LINE WITH BACKWATER STOP PROVIDED FOR INSTALLATON BY CONTRACTOR 6" GRAVEL BASE SECTION VIEW I'IVUCI Rpm Motor BHP Voltage/phase required Impeller Code GPM actual TDH actual (ft) Pump height (in) FLYGT (suhrlersible) CP-3127 1750 10,0 208VI30 484 H,H, 200 �59,24 24,5 PAS H Of- ro � � f C.E. ADDOX JR, o CERTIFICATE NO, U 7091 D REGISTERED PROFESSIONAL ENGINEER _ cir cuit breaker panel to load side of meter disconnect tran4pr light jreceptoche overcurrent swi c llv protection auto-dioler (inside enclosure) ground p .C. telephone line code EI.E TRICAL PAC ENCLOSURE alarm wiring to (in separate conduit) generator receptacle o control 110 v alarm panels h high water light and horn olarmcontacts (with manual on/of f switch) PUMP OVERALL WIRING STATIDN high water (wet well) pump #1 failure ADAS telemetering pump #2 failure dialer yy7771L7-'* 3 phase power monitor dr ^Cahtart5 _ h h water wet well) 120v abut telephone s sor or oval L'9g�nt and horn TELiEMETERING ALARM SEVER Ply STATION TYPICAL WIRING DIARAMS FigUrP �� SECTION PAGE C 14 A C -3127 SUPERSEDES ISSUED 4/86 FAMILY OF PERFORMANCE CURVES a cc O O H W W LL a w .J H O MMM MMOMM ! MON..1 = WW_ Www Now IMOME 100 F , I 90 �\ I "I-, I 30 80 - 1 70 CURVE IMPELLER CODE PHASE 1 481 30 2 483 30 3 484 1 30 4 485 30 60 50 40 S ste 30-7 Hea Cure 20 1/00"4 3 2 10 0 0 100 200 300 400 500 600 700 800 900 FLOW GPM weatherproof light lSi e fixture 100 watt hps mounted on ex ention arm 2' above and 1' in front of enclosure, weatherproof vibratone horn enclosure mounted on post el meter � 4 socket underground power concrete 18' dia, hole -- 6'x 6' pressure treated posts NOTE .27 FAMILY PERFORMANCE CURVES - FOR PRESELECTION ONLY 1�t FLYGT CORPORATION SEE INDIVIDUAL CURVES IN THIS SECTION FOR FINAL SELECTION 129 GLOVER AVE. NORWALK CT 06856 Gilbert W. Cliffordand Associates, Inc. Engineers Land Planners Surveyors 150-C 0(de Greenwich Dr, 200 North Cameron St, Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (703) 898-2115 (703) 667-2139 for 3' A. to pump station ' A SEWER PLW STATION CONTROL ENCLOSURE Figure 19 Pump Station Design o� t6 int Notes osure construction; 0 to meet NEMA 3R standards �) 44' (W) x 4'-0' (H) x 1'-0' (D) 12 ga .. galvanized steel i) double doors with 1) heavy duty hinges 2) heavy duty 3 point latchmechanism 3) heavy duty hasp (for padlock) ?) dw shield f)ack panel (of 12 auage steel) to provide a mi mum dF 5' clearance Following items are to be counted in enclosure - a) double throw transfer switch b) circuit breaker panel c) 110 v outlet d) ADAS BaLog outodioler e) phone jack ntrols to be in their own enclosures and mounted Inside panel enclosure, side 110 v outlet to be on separate circuit erhead light to be on separate circuit and nave on/off switch Inside enclosure. Irm light and horn to have manual on/off ;witch inside control enclosure, nerator hookup shall be Russetlstoll _otaloq no. 7334-72 irm light and horn shall be Federal -tectric model Nw (weatherproof fibratone horn with light in weatherproof ndosure). DESIGN FLOWS: Fast Food Restaurant No. of Seats - 50 Flow per day per seat - 180 gal Restaurant flow per day - 9000 gal Service Stotiorn Vehicles served per day - 1000 Flow per day per vehicle served - 10 gat Service station flow per day - 10000 gal Gravity Service Area Wtional area draining to pump station 50 ac Flow per day per acre served - 1750 gal Residential flow per day - 87500 gal Sewerage flow per day to pump station - 106500 gal Aversge flow to pump station - 73.96 gpm Peak flow to pump station 185 factor = 2,5 At F.M. k (in) = 4.00 FM, Velocity (fps) = 4.72 Wet Veil Volume Required fort minute off cycle (tuft) = 25 Wet Vell Diameter (ft) = 6 1 depth vol = 2&26 (tuft) Required Working Depth (ft) = 0.87 ISIGH FLIk VT,1'' Low water level 792.75 Force main discharge elevation Static Head (ft) 16.25 Force main diameter (in) 4 Design pump rate (gpm) 185 Length of force main (ft) 1185 Fitting and other losses (ft) 135 Force main equivalent length (ft) 1320 Head Loss (ft/100ft) 3,140 Total friction losses (ft) 37.21 Total Dynamic Head (ft) 53.46 At Initial loading time from pump off to pump on (min) = 24 Total Dynamic Head Determiniation discharge - 809 F.M. Yin)= 4 low water level - 792.75 C= 120 L(f t.)=1185 gpm static head friction loss fitting loss vel. head a Velocity int - 10 (ft.) (ft.) (ft.) (ft') (ft.) (fps) 0 1625 0,0000 170 0.0000 1625 0.00 10 1625 0.1678 170 0,0004 16,42 0.26 20 1625 0,6N 170 0.0016 1686 0.51 30 16.25 12808 170 0.0035 17.53 0.77 40 16.25 2.1809 170 A63 18,44 1,02 50 1625 3.2955 170 01098 19.56 1.28 60 1625 4LI74 170 0.0142 20.88 1.53 70 1625 6.1412 170 0.0193 22.41 1.19 80 1625 7.8621 170 0.0252 24.14 2.04 90 1625 9.1162 170 0.0319 26.06 2.30 100 1625 11,8801 170 0,0394 28.17 2.55 110 1625 14,1709 170 0.0477 30,47 2.81 120 1625 16,6458 170 0.0%7 32.95 3.06 130 1625 19.3026 170 0,0666 35.62 3.32 140 1625 22.13% 170 0,0772 3847 3.57 150 16.25 25.1530 170 0.0886 41.49 3.83 160 1625 28.3428 170 0,1008 44.69 4.09 170 1625 31.71)61 170 0,1138 48.07 4.34 180 1625 352431 170 0,1276 51.62 4,60 185 16.25 37.0756 170 0.1348 53,46 4.72 190 1625 389506 170 0.1422 55,34 4.85 200 1625 42,8278 170 0.1576 59.24 5.11 210 1625 46.8734 170 01737 63.30 5.36 220 1625 51.0861 170 0.1906 67.53 5,62 230 16.25 55.4647 170 0,2084 71.92 5.87 Fitting Quantity Eq, unit len(f t) E4 lea (f t) 90' el 3 17 51 22 112' el 6 9 54 branch tee 1 29 29 check valve 1 26 26 valve 2 2 4 Equiv length of fittings -164 use - 1?0 1 12/18 95 REVISED PER F.C.S.A. COMMENTS. I daf I C l no. Jdate I description REVISIONS /M OBIIL 01L (C1r'111JVE1J=1TCE C EI\J EFI Puhff) 3Tak=014 Set Revised 2/4/97 by I ckd. Fired ezick County y vi rgima DRAWING NO. "5004-PMP. dwg" DATE SEPT 28, 1995 SHEET U OF 11 D TOR TOGA RrST,�O.RANT N jF KA 7'HLEEN M. BUCHER OB 444 PG 1 7V v 3 B -3 -. r; ;. f SE : COMMERCIAL ZONING RA '��a CPOSILT FENCE CULVERT INLET PIPE OUTLET CONDITIONS �2 PROTECTION A A 9d, do \` �--L----T ------ --- i-- ti� t rot or nu �---' '-------- PIPE OUTL T TO FLAT \ }--- rXWIVRr AREA WITH NO DEFINED PLAN VIEW CHANNEL ` 1 E)(Asphalt _ - L . merc,'onc e Pl Com l Enfra; ~ - - --------7 --L==--_:,-- - --------- ---- I d TOE Or FILLSECTION A - A ►1LTL11 CLOTH KEY IN R -R . RRCOMYENaiR FOR LNtiR[ PERIMCi[R r� SILT FENCEA MNMcmT W ROW JAPANESE HOLLY HEDGE , TOWARD EYBAI.(MCNT L FLOW A 9da (WIN.) f BURNING BUSH i ZELKOVA �' l r� * * aG OPTONAL STONE COMBINATION �—........... f/ OCE \x <� ' DEFINED CHANNEL Ip ____ {� - ° N jl: 30 _ _ __ _ -\ -_M�._.._.._..�._......_ _._.r.. �: _..._.. PLAN view CLAY IJEGRANGE F`') . I COO 5 - L a f; z'�.�jh� � E AG T 3 -A w D ► ZONING : RA FLOW p - d se• SECTION A -A \ ; 0 p FILTER CLOTH KEY IN f -F RECOMMENDED FOR ENTIRE ►CRIMErER NOTES I APRON UN ING MAY BE RIPRAP GROUTED RIPRAP GABION i , t irk CLASS i RIPRAP BASKET OR CONCRETE COOT J3, #357 OR IS COARSE AGGYAW E 2 LA IS THE IENOTH Or THE RIPRA► APRON AS CALCULATED TO REPIACE SAT PENCE IN NORSEA�DE' MpA USING PLATES 3 U-3 AND 3IB-A --` Wrl" VELOCITY OF FIOR'Is EXPEEYED tQ \ " \ I 3 alESS THAN eS INHNESAXIMUM STONE DIAMETER BUT NOT C7 SILT FENCE DROP INLET GRAVEL CURB INLET SEDIMENT �.\ PROTECTION FILTER , a K .• VDOR FRAME J 1 DROP MILT WITH GHAT[ --------- 15 MAX rFNM[ w"L'x1=-5 T7s. II II \ AT a.CRs 0� � S1A•[ PERSPECTIVE VIEWS t RUNOF/ WATER Sin k GMvtL WATER tr ORE MESH - GOLDTIP, JUNIPER(4) 1 I FILTERED WATER FABRIClam - A 1 , fr t I �J • . NII i� � � SE MAIL ' ELEVATION OF STAKE AND ' 1 \ FABRIC ORIENTATION DETAIL A CONCRETE GUTTER ,z CURB RIET 1 \ SPECIFIC APPLICATION i SPECIFIC APPLH:ATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE E PRIN SS , , ` \ I INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER I THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS LY -- f , �` i THAN .) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT I WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE EXCEEDING I C F S ) ARE TYPICAL THE METHOD SHALL NOT INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED f APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS AREAS Ip r I IN 3M) 'EET OR HIGHWAY MEDIANS ` fly ` I GRAVEL SHALL HE VDOT /3 #357 OR S COARSE AGGREGATE 0IP'i, PROVIDE CIP UNTIL L, -- - --- --- -- I IS SET. 1 POCK CHECK DAM STONE CONSTRUCTION ENTRANCE DRAGON YE PINE 1 i --�---` 01.6 7 --•__ __ a , .o L• i1B♦ - -__ i 2 ACRES OR LESS OF DRAINAGE AREA „, I" :.VM"r ° BURNING BUSH(4) • CRIMSON BARBERRY(3) \ 1 I e- �'Q'O 0Tr1 r ---x— — .... , f FLY" CiMIN. A NWBE NTAILE RM CONC. PAD (7'x10') ° s-- ❑ / o �� I 3' dFl IDNAL) ;n q� FILTER CLOTH SIDE ELEVATION PANESE HOLLY HEDGE- o I (OPTIONAL) 7 BURNING BUSH1 ', EXISTING (AGUNB DUMPSTER AREA 1 ZEL-KOVA -f- (DOWNSTREAM VIEW) Mw SEE DETAIL SHEET 11 ° e0 E JAPANI`E HOLL HED I 1 \ BURNI SH C7 ' �'> VOOT �o \ COARSE AGGREGATt SUGAR M LE (2) —� �� �' IRE AR e \ rsF� 'N:1- 04 FLOW +I S tB' Nut • I�N1N fKvCN[N — I - \ vmT .1 POSITIVE DRAINAGE 19' ///\\��- __ f_ f-_ ___ _ _ - -•— -�- T--- - l \ iff 2- 10 ACRES OF DRAINAGE AREA I cwRu AF.rAcwrE B ` roAttDO aV� _ - • ... ^.--._.._-----__._--- --y--_._--_'—'------- •1 MUST EXTEND FOCI MQh' or INGRESS AND EGRESS PLAN VIEW GOLD TIP IPER(3) � Ir Fvr,m e r s L i v e s to ck E•xchon 9e, , Cp FILTER 3 D B 1 9 6 P G 2 0 \� CLOTH I II f (OPTIONAL) - — T M 5 3- A- 8 3 \\ 1 i (DOWNSTREAM VIEW) I FILTER CLOTH SECTION A -A USE : COMMER(3IAL ZONING RA COOT F I e•_T � � COARSE AGGREGATE � �\ �1' SAN. SEW[ DRAINAGE EAEMENT RFC D\, W : 0 1 x IP INLET PROTECTION RFCD ,� -ROCK FILLED CHEK\CK DAM '�` KIWORCED CONCRETE' DRAIN SPACE LE CLASS I RIPRAP ^' SECT 10 N B - B REQUIRED SHADE TREE (23 TOTAL) L �OUTLET PROTECTION �F---sF--- NSILT FENCE AS NOTED, 4' TALL AT TIME OF PLANTING) • N SHRUB AS NOTED. / 1 (\ PLANT h TREE SCHEDULE CI t ., CULVERT INLERT PROTECTION NOTE' 1 ` ALL AREAS OF DEVELOPMENT NOT USED FOR BUILDINGS, PAVEMENT, QTY TYPE / NAME REMARKS QTY TYPE / NAME REMARKS AND WALKWAYS SHALL CONTAIN A GROUND COVER INCLUDING GRASS, s N AREA OF ADDITIONAL LANDSCAPING 4 RED MAPLE 2" CAL-) 6' - 8' HOT. 11 GOLDTIP JUNIPER 18" - 24" HOT. _ TREES, FLOWERS, SHRUBS AND OTHER LANDSCAPE MATERIALS. -mE TO BE LANDSCAPED WITH A VARIETY OF PLANT 4 SUGAR MAPLE 1* CA s' - 8' HOT. 85 BURNING BUSH 1B" - 24" HOT. AREAS WILL BE MAINTAINED IN A HEALTHY CONDITION AS PER 7 RED SPIRE PEAR 1"-2" CAL 4' -- s' HOT. B5 JAPANESE HOLLY 18" - 24" HOT. i�� CONSTRUCTION ENTRANCE &FLOWER TYPES IN ADDITION TO PLANTS 9 ZELKOVA 1"-2" CAL 4' - 6' HOT. 7 BLUE PRINCESS HOLLY 15" 18" HOT. FREDERICK COUNTY ZONING ORDINANCE. SIGHT DISTANCES TO BE REQUIRED AS SHOWN & LISTED. 1 JAPANESE MAPLE 2' - 3' HOT. 3 CRIMSON BARBERRY 12" - 15" HGT., MAINTAINED AS REQUIRED BY VDOT FOR ALL TREES AND PLANTS. 1 DRAGON EYE PINE 2' - 3' HOT. ( REVISIONS "c scale -.--- T-- •------___.__.__. .-- — --—_.--.—_-. -- JOB NO./DWG. NAME: J�O4--SPi.dWg' TH nF �' HARDEE'S � MOBIL OIL 1 20 no. date description by ekd. -- — ---- -- ------ p _.1 6 16 96. REVISED PER FREDERICK CO. PLANNING D_EPT_COMMENTS_— dsf CEM DATE: SEPT.20, 1995 �� r ' _ Gilbert W. Clifford and Associates Inc. SHEET 1�15 96 REVISED PER OWNERS COMMENTS —_—_ dsf CEM-------- ---- — RYE. 50 WEST CONVENIENCE CENTER —3-- 1 30 97 REVISED PER OWNERS COMMENTS _ _ dsf CEM_ DESIGNED BY: C.E.M. z: C.E. ADDOX, ,JR, z 7 Li _ Z/oN197 REyLSED PFe FREDE ICK cc) ""011.l6, DES_• 04 5-M6 ---- -- :o CE:RTIFICATE NO, a �---� EROSION CONTROL �c LANDSCAPE FLAN OF _-_ _ —_-------- — ---- DRAWN BY: D.S.F. Engineers Land Planners - Surveyors -- - -- - -- -- - - --- - —------- REGISTERED 150-C ❑lde Greenwich Dr: 200 N(Drth Cameron St, PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601 Set Revised �/4/97 1 --- —--------------------- -- --- — APPROVED BY: C.E.M. ENGINEER 9� 9' � (540) 898-2115 (540) 667-2139 FREDERICK COUNT r, VIRGINIA + ��� � F_ �■ — W — •r i4�1yT •' ` M I-1,��M� � � ►h Y ;; ,��h7 "-TT„A�+1 ;;' �r hT ;11� 141I RED MAPLE (2) • �` J V I P a r k i n g 1 r e c °s ('1 1 ` PROTb G0I7YPE()D }--_— — L� �.L� ,\'eas I; I I x �� I t. 6' FENCE \ oar) `� 1- _ • -- ; �. Q HC SIGN - �20 - ;� `YGAR MAPLE (2) O ,� ?-) ­G L l ? Q 0 9 It t U t (I� % 4`' \ L C L n c L]7 C"� M3 Ci:: C, a I_ °PROPOSED WELL LOCATION "° x _ d o CL." I . , I I /� �) co lee D 1 u-) L.1 CIL � \, �� I� Lill I ti s L r: r a JAI <` ❑ :) C L I I 1 In i RED MAPLE (2) -- _ B0 9 x 828.5 A AO Bi?�,5 CREE \-, + A 806 j /" ¢ff CH A R Q _ _ �i �• / 1� � r-a - ' _ _ s � 'DA „ D„ _ 2. 6 AC2 xCulvert tACulvert t13tt _'�� a 24" RCP byVDOT �2411 RCP Not _ yVDOT r x x 3t ' C_ x804 800., / __ .. s ro MnnT t 11 V-1 C4 A >< 5 AV03- lr� A� ; i/A A,. = 2 Ac. c-3 1 � Parking Area r ? ) A /� /16 Ae DA "E" = 5.2 Acres DA/'1B" Ac� x 82B / .� _7 T1 //A2// Q / � Nay a a a a m)KO Now** w,r,* /�/ x 823 �� �` \ a j/ i / f i \ J �� j�� `� w• 1 �o �- ip I - - - - a -, -- - rI , •� \ �,;, ,t ��_�- -=- / x826 GRAPHIC SCALE BG�9.3 x/�/ ^~ t 200 0 ,00 zoo +oo • i __..�___i-__�_ L�__Z __�l__��.:.z.11�. __..----.__ ,. \ _ _�._- ti i� � ll.1c=_..._ .L_.._.__._. �_ _.per' __,G.._Lt. / / PLAN VIEW SCALE 1" = 200 ' IN FEET p FMel MTIAL ENTRACES I inch = 200 ft. DA "X' = 24 AC. EH = 840 EL -803 E = 37' L =1400' tc = 10 min. 110 = 5.5 in/hr Ceff = 0.35 010=0.35x5.5x24 = 46.20 Use 36" ® 0.9% or 42'x27" RCPA DA "B" = 0.9 AC. tc 10 min. HO = 5.5 in/hr Ceff = 0.35 Q10=0.35x5.5x0.9 1.7 Use 15" or equivalent DA "Al" = 16 AC. tc = 10 min. i10 = 5.5 in/hr Ceff = 0.35 Q10=0.35x5.5x16 = 30.80 Use 30" or 38"x24" RCPA DA "C" = 1.0 AC. tc = 5 min. i10 = 6.7 in/hr Ceff = 0.75 Q10 = 0.75 x 6.7 x 1.0 5.0 Discharge at 2 points equal plan, or 2.5 cfs INLET COMPS Type I Q10 I Slot/Size/Tvne Str. 1 DI-3B 2.5 cfs 4' Slot Str. 2 DI-7 2.5 cfs Grate Str. 3 DI-7 2.5 cfs Grate - Type "B" Str. 4 DI-7 15.4 cfs Grate - Type III Str. 5 Mitre End DI-3B 30.8 cfs 0.9 cfs - 4' Slot Str. 6 Str. 7 Mitre End 0.9 cfs - RE' .LIONS no. date dearrnpuon 1 5/24/4 Revised per VDOT comments 2 11/18/96 Revised per VDOT comments 3 2/4/97 Revised per Public Works Department i. DA "A2" = 8 AC tc = 10 min. i10 = 5.5 in/hr Ceff = 0.35 Q10=0.35x5.5x8 = 15.40 Use 24" or equivalent DA "D" = 2.6 AC. tc = 10 min. 110 = 5.5 in/hr Ceff = 0.5 Q10 = 0.5 x 5.5 x 2.6 7.15 DA "E" = 5.2 Acres ti = .10 min. i10 = 5.5 in/hr Ceff = .9 Q10 = (.9) (5.5) (5.2) = 25.7 cfs CULVERT DESIGN Culvert Design Size Type From. Str # To Str # Q10 Slope (%) Q-full C-1 1511 RCP 1 2 1.0 1.06 5.7 C-2 3611 RCP 2 3 52.9 0.88 54.2 C-3 36" RCP 3 4 46.2 0.71 48.7 C-4 3011 RCP 4 5 30.8 1.25 42.0 C-5 15" RCP 3 6 1.7 0.92 5.4 C-6 1511 RCP 6 7 1.7 1.91 7.5 C-7 23" X 14" CMPA EW-11 EW-11 7.15 0.73 11.0 NO./DWG. NAME: "5004-SP1, d wg" dsf cEIK DATE- SEPT. 20, 1995 dsf CEM dsf CEM DESIGN. RY: .E M. DRAWN BY: D.S.F. APPROVED BY: C. E. M. P�1 H OF � r� r GE, MADDO iR. z o CERTIFICATE NO. -. v 7091 r REGISTERED PROFESSIONAL ENGINEER , ),NS 1-'R UCTION OF A SILT I'EATC (WITHOUT WIRE St1T"P011.T) ._ 1. SET THE STARS. 2. EXCAVATF A 4"X 4" TRENCH UPSLOVE ALONG THE LINE OF SUAKES'. 6'MAx. - ,; ,-,�-�� � (j - • .`�1 �l �-', � � III F'.LOW 4„ 3. STAPLE F'ILT'ER -kir1TERIAL 4. BACKi~ILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE 'I'.R t`iCH. F I FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) .0 POINTS •A SHOU14) 11.1i; I=' TgER THAN POINT B. DiW 4AC-,.i XY: INISTAI,LATION ('111,0Air. • E1.rF:;VAT10N) wo EC- 2 f'- I 12" Max 4.1 or flatter 6" Max steeper than 4.1 Notts Approximately 200 staples required per 4'x 225' roll 1 Anchor Slots, Junction Slots 8 Check Slots to be burred 6" to 12" 1 1 1 Center row may be eliminated /when slope is less than 4 1 9 variable 1 5' Mox 4,1 or flatter 1 3' Max. steeper than 4.1 1 1 A ' \Edge and end Io,rNs to be overlapped 2"minimum. 1 1 - 1 1 e '�- Junction Slot .;i(Check Slot Tamp Soil Terminal Fold r 1 1 1 Lop Joint 2" Min . 1 1 1 1 1 1 1 t Combine third row of staples from 1 1 1 1 1 1 1 1 each strip in lop with alternate -+{ -- 9" Moe spocing - -- F+-- vat--+�..-- vat Junction Slot romp Soil Firmly 3' 10" to j 4'-d'Mox / 1 1 Junction Slot Anchur Slot Anchor Slot p�2 1 -- 01 1rr'' l _\\v \, I• �t'to2" Terminal Fold romp Soil Firmly 6" Min �/ . Max Spacing"to 2" c-c chi Skits i 1001 slope 4%or leaf _-- 50' slope steeper 1 A ` •"' L than 4 % No 1tMin gape wife 6"to8"Min �„�,..• Tomp Soil Firmly -- or var -+I Staples formed PLAN VIEW from No 8 steel w,re 8.. staple minimum length for STAPLING DIAGRAM 6" taypie 'm,mmum length for SOIL RETENTION MAT JUTE MESH other so,, GENERAL NOTES Bows of payment to be Scl Yds of protective covering complete in place Protective covering ,s Jute Mesh or Soil Retention MCI ,n accordance with the Specifications may he to be locotea aS indicated on the plans ,n accordance with the dimensions specified on typical used at the option of the contractor section Width or material may vary from min dimension by increments of 4 or 5 feet " T-Top staples or other manufacturers design approved by the Engineer may be substituted for the staples shown PROTECTIVE COVERING INSTA!_' ATION CRITERIA SREFERENCIE VIRGINIA DEPARTMENT 244 of 114.02 TRANSPORTATION scale I. �URDEII,"s ���MOBIL (I'll coo' Gilbert W. Clifford and Associates, lie.. RTE.. 50 "BEST CONVENIENCE CENTER SH 8 - DRAINAGE MAP OF Engineers ---- - Land Planners - Surveyors 150-C Otde Greenwich Dr. 200 North Cameron St Set Revised 2/4/97 11 Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (540) 898-2115 (540) 667-2139 FREERICK C(`! VIRGINIA Th U -IU JIII i)JC VI - LUI I ICI IJII,/C JFiUI CI J J Jl �J NI rLtr l,N tunne finer per pipe length. )( up ends Separation of carrier pipe from c(asing pipe shall be by manufactured steel and/or plositic casing spacers SIZES REQUIRED CARRIER PIPE CASING PIPE WALL - DIA. (') DIA, ('> THICiKNESS (`) 4 14 .250 6 16 .250 8 18 .375 SECTION HIGHWAY CROSSING manhole frame & cover ( ;f for water - lid labeled water ) n Co water rletai TI 6 Q� or bracinQ I' sewer' i - �....1 valve 1 M manhole ball vat e cone section rp,sop 1~ P x P)) �q•-.. _. , r prim , addle w;t� d 6' -brags t ip threads, 8'x 8'x 16' -t solid block 6a- - standard A 4 stone bedding CMBINATIONI AIR RELEASE AND AIR VA(CUUM VALVE Figure 11 -e'er rtwarte■n liel re l- nm.drrt" .cavasart writ - jd4 trdrmrtm Doom u pale valve A box•. 0 d& goes valve s bon urdisWrbsd earth zoom beddng TYPICAL SECTION TEE_ WY , OR PLUG In Imu of wood looming the long may be wrwnp"o rod, e06,10t" trod ettovtion pdyelf iono. anal the Somme pound b aomtxereer surrano V . 12, man. for I O' afd snmoor pipe fhe fitting rand .gaunt wduturbed soil. The bw og orne eons Ir . t B' men. fa 12' lhru 20• pee agonat wdisturbed dal shall reerion r Shown ,Air Cfivt babes for A. B. C amenswna CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe DIAL Plugs, Wyes s Tow 11 1/4• and 22 1/2' Bonds Ili' and 90• Bends - A B C A 8 C A I B I C 6' r-0• O-9• r-3• a-Ir I fr•91 I o•-9' 11-3' I 01-9- I r'-9' a• r-3• 0 -V 1,4r 01-9• 10• 11-6• 0--9• i r-o• o•-9• 1 1.3• 11-V , tr-w 7-T 12, 11-9' 11-0' z-r r-r i-(r 1'4• 7-0• 1'-v T-(r 14• 2 -0' 1' 0' 3 0 1' 3' 1'-0• 1--6- 2'4i' 1'•0' 4.4r 16• 2'-3' V-0' 3 4r I %r 1 •-0' i 2 6- 2.9' 1' 0' 4--a - 18" 2'-6• V-T 3-9• V-67 V-3•' 7-0• I T-(r 1--3• 4•-91 20• 2•-9• 1 •-G' 4'-0• r-9• 1 ••6. 1 7.0' T5 1'4r S-0• per. n fads aver mines artd :T.� `Y•,r'xirt, aatberlda0 In 001fOe1a hurt blablta . _...- ----- FITTING SIZE Ron Qi7F NO. RODS FAABFD3ENT 12' a LESS e 2 30- { 14' - 20' e 2 3r Manhole Frame & Cover Mqe 4500 Cont ll Pane! tQ be f�irnishQd (labeled sewer deter) with eater anc��herrlostate, and rlounted in a weatherproof, lockable cabinet, It shall be mounted under the pump station control panel., Manhole Cone Section 8'x 8'x 16' Solid Block 6' l no. date 1 1218 95 R Waterproof Penetration T Badger Mtranc Ft, e KO - C u-Jonmc 4 Fabricated Spod Piece 4' Force I �- Sewage Meter Pit (not to scale) REVISIONS description ;.A. COMMENTS Concrals -- a VERTICAL BENDS YOLUME OF THRUST BLOCK IN CU, YD. "bfi beddingl SIZE ! 11-1/4° 22 172 46° 90° 6' - 1.3 8' 1.1 2.3 THRUST BLOCKS FOR VERTICAL 10 19 3.7 UP BENDS SHALL BE THE SAME 12 1.2 22 5.5 AS FOR HORIZONTAL BENDS, 14' 0.5 1.7 3.9 7.6 16• 0.9 2.3 5.1 Is, 1.4 3.2 6.3 20' 2-2 4.5 711 CONCRETE THRUST BLOCKING Figure 2 11. cr. 12 _ Aso, cows cNm IdnR 1 - - - JZ S r; - - _ ova.Ilt- eft• I'll CC' ,1 r: :r•; ..mac ..�:.�i 24" earefulty compacted oc \ �i •, : : e \j. � • a •i •► e : ► u 6 - stone aggregate STANDARD repave to 1-1!2 times original thickness saw cut to be made at -� �- time of replacement. fie- 8" 8' I - 8' entire trench to be compacted 21 A - 6' -7 - V.D.O.T. PAVEMENT REPLACEMENT TRENCH & BEDDING Figure t row ors darn - a o r at port ar PC 17 I ctordr,t a etwo Attfps i2 a gookaasa - _-.- wderd - - ----a r..�� . o Alle Ta:. o CAw""}'/�• rink • o Yon. T Wit Vw.widm Siarrdt 'p' r Sbrron Slap i 'R;,31•'�*iQIR��:.� le Caroltuctlst .loft/ _ Pao Un 4D rt e° >w rroarAt rV rERMA7E RAaAt PUw fOR USE At APPIK:, STREET cDe/RECra0w5 AND COMMERCIAL •For Cals.w Np Ertr- ('.G-7 RADIAL PLAN cars"1/1 arr'M 1ANTRAWfS. Sition"d'CG 3'slow aJAD I A 1fd PrArssotw 4d ` � ^• .owl Swap" Sir B YY. - o •o,o � " r a a o:� �o� o• o Tr'xsole • . oo, oo • o in PetlC1$c Loindult -- - -y - S1cys l2J Yo,lrtus to Control Unit, A -J TANGENT PLAN �o twoll 1 RAC Standard r'E" Stone Bedding Or era Srd C1G.3 C6-7 IS tlJaa. MOMS 40aw t AI 7" t Is fn NNAsrr Cwd tarp /r(xx rod loss A Ccn:/✓a I ass A // "Cush rl rn YI r pslslurt IN a Gdvar"ted plde to be borer DI 3A 38 3C ., . g SmoomOowNsaoppro. 12`cc to be paced m allorem odpcenr 1 1 4. S h*et 2 of 2 DI- 3A- 38- 3C toab.tntng concrete Is prevent s4ttlemont on on Ofgle of 68'30 and is to Ltt•tts . bo o crored with+'. 4"skid rotes , G✓ rent r e d E JO" E•Dareian Joad of 2, c4s indeed to held plate c 2 e-e fiW"rent •i TABLE OF QUANTITIES � Fr detexa al Muer Frame 9 Cwr 1•• an a FLpl l-r see slid IC-2 `• t• San � ®[.won . T'- ,�, ' • • • . a AREA CON REINFORCING STEEL i !t s r T s,«.w. Tf•e A TTW a TYPE L OF CRETE � 4 1i.rsr•dN er•c.a« SLOT BARS A BARS 8 BARS C BARS D BARS E BARS F BARS G WEIGHT I' ..r«e c_1__d' p•• T-S t o a d *NIOSE DETAILS Ft. S¢ Ft. Cu.Yds. No. Lin. Ft.' No Lin. Ft.' No. Lin. Ft, e No. Lin. Ft.` No. Lin. Ft.' No, Lin. Ft.' No. Lin. Ft. e Lbs. „ 11 8, LIN. A Feu of tare --_- - - A"al.-h owes D I - 3 A 2'-6" 1.15 2.26 - - 1 5'-7- 3 V -2" - - 6 1'-0' 22 �� 1l Island MW owlr cra,7 Co rw ufaw a ■erdc.■w nett a- A 4' 1.83 2.59 5 1'-6" _2 6'-7')06'-10 3 5'-7" 3 3'-Y_ 4 I'-il 3 1'-6` 4 1'-0" 64 c z canna John - "� F- -t'+0 -- - - 1 esw le ...•r"Iw r r.e« re.e ...Ilk lrr/epral errs, serve I. to w e..•ied.lfaA dewu - _ 6' _ 2.75 3.02 5 9-6■ 6 -71ofi 3 - _-5'-7" - 3-- 3'-2" 4 3' -6" 3 1'- 6" 4 1'-0' 1 1 1 ` PLAN '-0•� e'eie, e.. _8' 3.67 3.46 5 5'-6" 10 -71og_ 3 5'-T 3 V-2" 4 5'-6• 3 1'-6` 4 1'-0' 158 f0'Mra. ®MOM :n' avWrmanbbtto are «' c, band gull« ppO "°" I"'"`-Is°:"e••°' rr�" o.. E 10' 4.58 3.90 5 7'-6` 14 7106'_ 3 5'-T" 3 3'-2" 4 7� 6■ 3 1'- 6" 4 1'-0" 204 I•l•-t-••-•{r DI-3B 12' 5.50 4.34 5 9� 6" I8 O-V 3 5'-7" 3 3'-2" 4 9'-6" 3 1'-6" 4 I'-0` 251 I I '•�- i-e•1 SECTION 0-8 14' 6.42 4.78 5 I I'-6' 22 a1oV-a" 3 V-7` 3 S-2_" 4 11-64 3 1'-6" 4 1'-04 298 A 9 _ 16' 7.33 5.22 5 13'-6` 26 7b6-ID' 3 5'-7' 3 V-2' 4 IS-6" 3 1'-64 4 i-0" 345 "'�' "'w °i" ° 18' 8. 25 5.66 5 15'-6" 30 ti 7To6 IOr 3 5'-7` 3 3'-2" 4 15'-6" 3 1'-6- 4 1'-0' 391 r,--------------------- _ _ _ _ _ _ (3 17 6.09 5 17'-6" 34 6'-710�' 3 5'-7" 3 3'-2" 4 17'-6' 3 1'-6" 4 1'-0` 438 1 I ears f fen t Y tw o • se d s D s..»r ft Tree A ne.Y detaq snax Ill ,rend et.. l -" y".,. 6t 2.75 3.01 10 It- 9■ _ 4 6=710 G-10" 5 5-t TN 3 3-t 2• 8 1a- 9■ 6 It- 6r 2 1t- 0r 1 1 1 U 1 re.* r"» wfk CG-3 a CG-7 Stande.ea t' !• peat« , t ■ t • r . ■ t r t • I FRONT ELEVATION Trpif a nose delrI enrol be wad ra. Mt. �- r.ea Hata 8 3.67 3.45 10 2-9 8 �?o6'-q' 5 S -7 3 3'-2 8 2-9 6 1- 6 2 I -0 I .d58 -� IOwrer rer..etl m CG-2 a CG-6 Standards w eS»r• I Hardware CIO* - I • t r r ■ t r • t • 10' 4,58 3.89 10 3-9 12 6r1o6-V 5 5-7 3 3-2 8 3-9 6 1`-6 2 I-0 205 * 3•dr"meser .•totes» to be WCared I D - A v, ■e event the Inve,I of the out I° dia" subbase niO1no1 Weep 12' 5.50 4.33 10 4'-9" 16-71o6'- 5 5'-7' 3 3'-2" 8 4r-9" 6 1'-6' 2 I' _on 252 Pilot a n,Qner than d Dot Ian , .-. er. " e. D I -3C of Ihp sv�x the Jo# Hurl r>I 1M sb utlwe af1aH be sl.dpeA with cement noel .dh 12 '. 12 p»H1r Mraran 0ra•d.d +e.n n. - � - � � --- . i - . - - -. • . • , anon tar 1[. ore.r",I skxvf"v, u, pp"xng of war« n tln ewvc tuna. TM cloth 114 •_0 «var.dn,r.d sled • • . 4 0 > areaw 14 6.42 4. T7_ 10 5-9 20-7%115-�d 5 5_ -7 3 _3-e 8 V-9_" 6 1-6 2 I -0 2 9 8 Roes Smarm. Nee mot e. h the dotal. .qh Loaner e' + . _ block m acadan<e .rin the Dennis show" on cost tut n,ve.l snop.n� shall be Inchdad m the pica sire la Ill etrucrrra .lie au 0.031nch.ft,~ 4 mesh T- For .lop Mreq..•. ---_ _-_ _ __ _ __._� _■- - _ _--_._ __ _ __ : _ -20 _- * • standard Dan q0t-Me hardware cloth aech«ed lkmle to J7 rl-t'-e•-•I a• die a�-' 16 7.33 5.21 10 6-9 24 4b6-10' 5 _ 5'-T 3 3'-2 8 6-8 6 1-6 2 1-0 345 For di••ansloes and wenfHW twi •tarn "ea nheN 2 a 2 avblde al sfrudw.-__, ,- • • • • t- • t ■ a-3A 01-38 -! pt_sc -- - SECTION A -A 18 8.25 5.65 10 7 9 28 6a1o640" 5 5-7 3 V-2 8 T 9_ 6 16 2 I -0 392 ,-L y L y r~--- L ---y 20' 9.17 6.09 10 8'-9" 32 abGHD 5 5'-7" 3 3'-2"' 8 8'-9" 6 1'-6' 2 I'-0` 439 �Aw. ►W^ ! Denotes length of one (1) bar l r I l L1----------------'" Notes All reinforcing hors ro be No(�. III l N ,/•� � N I I fyA f»r4 t,/�� 1 -fj/• I. 1 E 1 I I 1 I - All cast in place concrete to be Class A3 For acceptable alternate see Precast Standard Designs +lam df9 I L ; ��.r�! .� .. fr v.a a rep Concrek yuanhhes shown are for depth (H) of 5� 2"without pipes. The amount dtspbced by pipes must F. er ire red. arm Areas la ire tr■w"Kai •�,•-dl.� be deducted to obtain true quantities For inlets of different depths add or subtract 032 cu when teeWM ow aeon a■ an" ■ ■ r .hovel . o.._dr.o our yds of concrete for each foot of difference In depth slows" Rea is -I. Th. caw w.weaaxy eve 0mq oo wrrrsa Le fh of A Iron as shown on Sheet 1 is to be Ls 16 •t3 4.10 Ibs per fT The •H•dlmeMlon shown on In@ sl �1e•"•e a rh• r..wee " w be anew.• w 1M wv we a e,e ace w .enw» DETAIL WHEN USED rq D atsoorM a10 s O 1-0 a f t■1 Me ports .ill Da ADJACENT TO CURB meeWred ham rM mverl of the outlaN pipe b NN lop of the Ur,K h.ra Pion -H• L.nrh ✓row ILI nN, w e»rT Lew, N .hews M raw dinwnslans air Zc oumate War fa sm ntetmg purposes and the oc"I drmensfan. WITHOUT GUTTER shelf be delwmmea by the conhottor fiam I,eid condnlaee, 'wtwn tool w w..e r e'-a• 1Mdiee, lisle d N»I 1. 1. we enerod 1..aets_ .Irh ere.p..d crone. STANDARD" CURB -.1 DROP INLET - Shett I of 2 SPECIFICATION SPECIFICATION STANDARD CURB DROP IN ET n u I REFERENCE REFERENCE u -, -7 ' nlnr AAA V I PAt 164 r1Cn-ri I tLal - A _ 233 12!- 30 PIPE MAXIMUM DEPTH (H) =B +ft W4 302 VIRGINIA DEPARTMENT TRANSPORTATION 104 10 Notes: "H"may be reduced until 'Preaches a minimum of 4" where erldwa{. Headwall to be leveled in all areas except where a conflict with EW-1,1A would protrude above shoulder line. In no case shall top of and invert or wingwaus occur. wall project above fill slope, ditch slue, or shoulder. Bevel edge is required on the haedwall at the Inlet end of the This dean may be precast or cast In place. culvert I where the flow enters the culven I All chat in place concrete to be Goss A3 For precast See Sheet 10102 This standard to be used with straight Crossings and all skews (0s toga). Headwall at the outlet and of the culvert may be either square �a _.---- _.----- edge or bevel edge I- L ----- - - - -� Shape to be bevMsd �-A•*I with mono 3W CherTfer Shea a edges. provoilad on ea0aaad ,lb �__ •' •� Flow ' to H D _- tt a --.-i - 1_ Do not bevy ifrvett FRONT ELEVATION Note: On shallow fills, where endwolh are I' or less below shoulder line, the END ELEVATION top of the endwall shall be constructed parallel to the grade of the rood a - 1.2s• t t foot dnmeter b - I'll toot diameter EW-1 E W-IA ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" 15" f8" 21'1x24" 276r3 33a36 _ A Of-6" d II _0'-8" 1 1 0_9" 1 3" Ol-II" t ■ 16 11-0■ N 11-0x --C 1-49- 1'-7' 1'-9" -2 2L6` 2'-9' D if- 0" 1'-3` 1'-6" 2� O" 2!- 6' e _ to =3_' 4'-0" o•-r o -i u4' �CU. 5t0" or-r 3'- 2" 6'-0" 0.2 1r_r 3- 9" 8-' 0- - a 3• 4'-3" 0" - (Y-4* 4'-9"_ 12L0" a-4 trr_ o =1 1a• 0 -1 trr o•-r 0'-2 1/2' 0'-3• YDS. CONCRETE Cklil, 0.241 _0.257 0.492 0.521 0.697_ 1.319 0.739 1.398 2.1 2.198 2.947 3.145 O 5 ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) 23" x 14" 3d'x 19" 34"x 22" 3EN 24' 42"A 27" 45"x 29" 491'it 32r • ■ _A B or- Be 1'-2 " DL_9" 1'-5" O'-10" 1=6' 0'-11" O'yll" I'-0' f 0■ t-ON IL8" I'-8" _ V-10" I' -II' C Ir-B Ir-IIn 2'-1a 2'-4" 2=5" V-7" 2L 8" 2'-9" 0 1'-2" 1'-7" 1'-Id" r-O' e-3" 2'-5" 2'-eu 2LI00 F 0'-84 0'-_8" 0=9" O'-9" U- 0'- " H V-10" _3'-3_" _O'-9" V-7" 3L9" 4-0" _0_'-9" 4'-2" 4!-5"' " L S _ a 5'-5' I' -It" o -z sir 7L2" 8'- 6" 9'-2" 10=2" 10'-11" 2'-I" = " 2'-6'_ 0'-3' 2'-10"_ 6741 3' 2" o -i V-6" 3-9" 4'-I" 4L51' 0 -.1/r o'-41ir o'-s 1i2' 0•-61/2* b 0•-1 112' 0'-'2 0•-2 irr 67-21rr 0-•-3' 0•-31 (Y-3 yr (Y-3 11r CU. YDS. CONCRETE -- - - IC 02 0855 1236 1500 1811 2.101 2.5f2 28a ° REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS R 105.04 VIRGINIA DEPARTMENT 302 Of TRANSPORTATION _ 101.01 2" R to a 'd I" R A A . '. • 1 n A. A A -•____ _ _ _ _ The bottom of the curb and gutter may be constructed parallel to the slope of sub- 7" .T - 2'-0 _- _-- surface courses provided o minimum depth of 7" is maintained ,apultelttrla d✓acledd waNnp surfap cwrl ip rn errYt wlan s �n top nos t,omp floc dn,e�. IwlM or wNtmty p//er ✓rtpt acmd t a ed lags preco✓ a, cast In pool. 1n asarloae raNrp s/Wl a poldad 4 an s.pssad oppragare This area may be concrete of the option of the controctor---� - indo wed s I lace to b Urnlshed ���i >�an ed ene�s. 3rd C'6 2 r-,r --------� rINSA Ronw enroll cur 0-val a ext.1;Z sky.. ar lair. or cc -- -AJJX oA, -__ -- �. - Fladd sloes Of Mo Iany) 10 0e pqM ad etimVifncaly .fan r __--- M,.SODi" cp•,r„ucfAw )0lrt.11n, °tea "o"' a, a u�"� ♦ •- gtl,n ors. flan This curb shalt be used when design When ctxMlnotron mountable Curb and gutter is Standard Entrance Gutters Flamed coupl�n adapters to f/ ,pep /s pacasl,ldes asu/ be prodded ra Doe✓ pros sa friar adlannnpp flared Vickie can a cost in Plop aria yornsrr of pecaa revs, txw Preaose concrela spay speed is greater than 40 MPH on used, The or Slondard Rurol highways 45 MPH in Connection for Street Intersections ore to have provided at bo h pipe connections to clo:i A4. SECTION A A This Nee Aer Air Ralul,ed sows wp to tv Rn s . B Pis Led I carer to cover aw w tan slam of the tarp and developed Urban and Suburbah the mountable curb configuration incorporated Standard Stone Bedding prec N owl /a pied thla. ewd chalk a forte flat Whiloi m cas-wOra axr l �•. .roof. •3 d so,s r 12'c Curb IOnpr -1u be rrtadSWW Oro paid tar a Its con(ocf uV1 wkas for tyarwxc C*mwt When this standard is to be tied into existing Pr atssoA» Ck✓Itlrul/m Coro ate SldawaR Oro £,Posed Opg,epore sldarat, cogp✓e, In lwoca barrier curb, the 1rOrlSihOn is f0 be mode within .. ewer f2V MOAIraA• ,br,r C✓Diarra Oro prier srOPe Ironlllures a1/a.etr to a.r" tenet we IrrlWad In puyrre,t 10' Or the change in standards mode al regular for rwbya,ra all pr1r. ope�g s - Iron aaad In nonlvWtoar wan 5larawd CG ) a Ca 7. to Curb fop an fNV SroWad /s -' --- -•. --._-:/n. ' "p.- ru be adlu sred to rach ire morrtore c,.,a con/lgur dllon SECTION 6_B Attess)" raAa Is d✓Irwd as a csYtint."a Cu,o Ranry4 u,e to be lmufad os show,) a1 fro prpu'. as dialed A In F,Onew, o m• ✓+�SI,uU"t1. wawrwat and slip ,ulsrat lny we to re paldw a Irearsertfcvu wnraw on oc w u&m „ * As rltNn to tiCya• ar LIINFS d E.pssea stpry"ie ANAmede Pon co dCHng a1 u sirwe eftmewvs d a way .r a Norway rattily ctassas a curb r a/aVs ✓ wNttar slda.ort Is e,lsllrlp, . ar arm AX101y rtW San Oe awowned.rderat psd 4'^Wsad a'"re•lstarr IW Say be offsd roar peoestridn cttuss•ats as jft •n a, {rota rev p a'evowon' si� r'�""y or'�eaa � aF Pa soft+ ism newsy /.pier, wwlts. a as al a:1W bl fro Erginow. ar sro,a rd p Kcaad mNrd .ddoo shup films /(�L (,� ^ E./V//,Ig upI/saas. ore fpd,arws.drop lmefs.✓c wiNalso alfect praemrt. (PERSONS WITH M0811iiY IMPANIMfNISI 21010t VIRGINIA 0JPAHr11ENI Of fRAA'SPGNf Af10 Rertssd a ze 9.t A 201.04 by clad. JOB NO./DWG. NAME: 5004 -DET, d wg' H o f �P Note: Comb Curb & gutter having a radius of 300'or less (obng face of curb) shall be paid for as radial combination curb fat gutter This item may be precast or cost m place. Concrete to be Class A3 if cast in place, PSI - 4000 If precast COMBINAT ON 4'° CURB 81 GUTTER VIRGINIA DEPARTMENT TRANSPORTATION Sf CEM DATE: SEPT. 20, 1995 Gilbert W. Clifford c DESIGNED BY: C.E.M. X C. . DCx, JR. Z E3 CERTIFICATE NO. r. U 709111. In we "vent In ~I of the prfal pipe to higher than tin ba•or• of the structure, the we viet of the struCture Shall be stimped with p- m1111 rwtaw to proefrd atmarq a po/•ct of vgwaterIk In e structure. s M4'-4'tle-3e Pt") e•3'-O 2t3&'Plpd) PLAN A•44o*W'Pltre) (COVER REMOVED) A stet we tq bt provided B•}-rtez Prpal when W is 4 -0 or greater. Fa stop dotolls see Sid ST-1. ---- OAnseh Cow --_ a.-w delo.H s"s ehm 2d2) 3' d'_Totw wee hole wait wait. 11 12.12 rIml,, "aware clo. >t Le" mesh or golvanatil steel ti wire. mintier ne'v also 003 Inch, number 4 moan hard - worst cloth anchored f" to otlsda of strucwo. 1 �4 depAk ogpegals i "68,n 18,ore0 16" w dth SECTION CAST IN PLACE FOR USE WITH 12' TO 42' PIPES Class A 3 cr aria to be used 111""w•e a1"pai W le ire 12'-e• Pipe sea 12• Is• lr 2r 3d 36• •2• D 2_0 23ti 2=61t 3_l' Y-TII. 4-Y 4'-a4 1045 1143 IMP ids 1.731 t e2T at hldt c°-c .94? PLAN we" Hale (COVER REMOVED) (as required)-�� yi For details of Pr - I n scut DI of shown hereon fee Precast Unit Asssmtky Diagram, page 103.01, Precast General Notes. page 103.02 and Applicable Precast Base. Riser and Top Details, pages 103.07 thru 103.12 DI - T. 7A . 78 CanvN Cow (Fr details see s1tSM 2a2) ----weep Hold los required) RECOMMENDED MINIMUM HEIGHT CHART PIPE H DISSENSION SIZE CONC. COAR. AL ,r rr -W t 4r _IV_ 1r cur _ r-+r at, V-t 3/4' r-Z 2r s'•r rr ar r-10 Im Tr - . sr 4r 4`4 ale•.---- ra trr 4•-r c•tr lacrensw f"a tea of osemen✓e.pfhW 0410 cv Vail •a %2 a ids x2'3e•Plp✓ •142•Pipol Reinforcing concrete tooling may be precast or cast m place. Two PRECAST killing houkn of fanrtcetors daaign to be provided in precast footing Of - 7 - No guitar -- -------- N AL NOTES laaer mitt saps. am tw wrts without epos. Pipe Ae)1Wlsrwrd" awN be DI- 7A- Single gutter when crop lad✓ a an a erode. When awthed an plan the Invert a io be Ines. in amordenct rill slid, deducted to am" Yae•Ietl"I DI -76- Double 7uiw when drop roes n n a sag b ehoean two grods". IS 1 Paved des,." w MM BetrtYlwd loom Mo grow N dawn M sou. Pe•L Satety Slabe we to he pow YMd at r minimum end / 2' maxicrum TM lips. wall detailed hereon lobe canstmclod will bear lay option of Fr details of octet. cover, color rid graft, and o eMod of plaatq ow000 vurlwa Inisimak shad an to be spaced ea so not to conflct whn the contractor Vita set sheet 2 of 2 opening fl r place ale directed by the Englowd r SPECIFICATION REFERENCE STANDARD MEDIAN DROP INLET 241 503 VIRGINIA DEPARTMENT OF TRANSPORTATION Sheet I of 2 104.22 I�. I A • to A 11 A A A. ' oA. .' "' . 1 , n s e ' . • •�' _A_ _ _ - The bottom of the curb and _-- gutter may be constructed parallel to the slope of sub- 6- � 21-0, surface courses provided a minimum depth of 7' is maintained. This area may be concrete at the option of the controctor 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 9 suburban areas. Note: Comb curb 9 gutter twvhq a radius of 300' or less (allong face of curb) shall be paid for as radial combination curb d gutter This item may be precast a cast in place. Concrete to be Class A3 If cost In place, 4000PS1 if precast. SPECIFICATION Jt-Gl.EREN+E COMBINATION 6" CURB 81 GUTTER REFERENCE REFERENCE 105 105 VIRGINIA DEPARTMENT 502 502 Of and Associates, Inc. DRAWN BY: D.S.F. Engineers Land Planners REGISTERED 150-C Olde Greenwich Dr, PROFESSIONAL Fredericksbur Vir inia 22401 - APPROVED BY: C.E.M. ENGINEER g, g' (540) 898--2115 TRANSPORTATION HARDEE'S � MOBIL OIL RTE. 50 WEST CONVENIENCE CENTER STANDARD DETAILS - Surveyors 200 North Cameron St, Set Revised 2/4/97 W;nchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY, VIRGINLA 201.03 scale SHEET 9 OF 1l -�TOP OP C OW4• I'- 4" " �, �P�Vc.�T I ►Jll.� �,, mil. � . „ � �pn.;,C, R��I,,/aT� (>�) ►,�'�'�'t� Nt�iWwA►hK+,1r.�•'s• f�l Ir DI/�M�,;rTEP� ACCV�l d!� PL•Q•T�. 5N C7 W tJ G�p"n'Ifo � • P/_�G00,nC.C•5'4t•4 P/-�Cl^As. C0C.03 Z V 4 Z41 I*Q L- atill, PO �,,,G, ' �'P3 /�4• TA► L.L• F.P� PrOOT � - I rC.� TO bC, l:J15CIP W H GJ T. r Tie.----- D 5 Cz N /�,T �. ►V L rt ,� ''� I` it l', I rJ F, �, 5P/,� G I t�lCs �•,� • Q t • o7 4 /aNGN'O� �+U�L,'T FIJF"i►Ij D ,6 q\ In • _cars 0 1.r L• .r GT . G Q N D l.J i7• POFR, 14 Ico • a � •. 1C' P t . l .. � .p ; ,•Q ,•}�_-*� .� � � ,c.c�1�5 �I P� �.L.�/fJ�.•Tlo �� �L�.v�Tio ►n , Ik,4 g., ? '� TIC. �? . w "A J� L.. Lt.� • RA co el 0 3' a S O . r-T b 8 4 Y/-\ f D L., A G M F00'r (f=U PL I T D=TA I L_ O 2 4 O t N 7 � `• �iC�I � f''!�'..G- "-}-1.��'✓f., /�,a ,>✓f,j��l� 'SIGN �tVCrlpf.. F _ ; , •� ,• .. _ .. � , ��"U� i�C.u✓�•� .`�I(%I �.�- � V' jF_J.,�a`:71.;_J, �(/�//•%iE.�s ''. 21•� Ir-OM • I. C 1 "'Z . e.A'. / 7 L IKIIFIP+� \V/f-IG�.t.�._F till' 9 s N PI M' ,'S W''PO iT• � PF LI f_ D I3 `f I �. r•,J PO L ' 0. TI N PO L•J N D,A•T ► O N Q�N _ I PL&T SQ� T5 12X?AX.25' DY �I(aN MIRCGI�• / FkDR1C "MP UMZc*4? _T Daily c THP�u NvONJ-5FRS IN1,•, 50L;m 4 oIP'�EGTo�,Y, OreDE � _ TNA.N K YJJU, • C*" L. US 4 � u ETA T t U ry 4 Vi C F..P' L41%"T GIt.!• � � RFili00CZ.T 1 2N � '- - j,;."' r ;�•. .:. (:.1..� GT(�I GAL. .�!. ', U _ t =pp y � � � 1" • • J'.'4 Gr�21 �"O•�• � N »Q 9 �9 �i.olir2c► Z' Q' a 14M f.Tf •R �'7•� H �i [� SIGN �r �rl PRFVIC\1/ t�04KD • ••- . • MQUN'r �' 14' ; A0� M0 W'T I NJ Ca � I {N vu"f1 rw C� :TCa k- ►'�� � r.'r' i ti �.� � � ►.. • r - F Oka T I �•� w ', , �.� ; c: , �� � . ,,' ATLA P� L IG s • � G►' -Q x ��G•�" L.I� M1*Ca�.' S FC?u►+,JQA- N » B >> 'F ► ICa� pF? /aVlf 1 �14 F, LE.\/ZT1 ON 15 11iiiili..J F9 0 f*11%J G C= E TO 5 G,O. L. e. REVISIONS JOB NO./DWG. NAME: 715004 -SP1. d wg" T H no. date diescriptlon by clod. ��p,�• OF r DATE: SEPT. 20, 1995 o c DESIGNED BY: C.E.M. C, . MADDO , JR, z o CERTIFICA NO. -. DRAWN BY: D.S.F. 7091 b REGISTERED PROFESSIONAL APPROVED BY: C,E•M• ENGINEER .,.mow..•-.., �•+ MH ) / �� � 64 i i �� L I S� I•-1.J M I r1 A I R� L 3 �F K.ET .. YW- ,A, F *TUA4 1'�4ALI- o,IHEp To I l,1-IJ M I N A-TF �l LG. J M Af`�ArZD, t"IETAL NAUPE. (MN) FI��� TE J DKIvEi5 W I TN fd 0 �� I L.L. 6, E c 4 A�.lQkc-Ic tJT PKc�E RTIES - 7-*4►6 I�lo K K gyp► lL ESE T�+ ALL 1 rlq cor•;7F-T• - T H 15 TO FE DONE AT N 164HT_1. Sew - M-TAl L_ 7/4• E , FoR Fou 1'.0. VaA F Y l iG,,OT � caGE D D6,NT FL9VA 107 To ii L r r,, = I C ►,I >r A s leS rI G W ►-.1 1 - f ►.. MDD f .j, 01 f� 51 z r C-,f t' 5e L 5E V -C-9 I F 1 E.D. I, ,�jA�GEtE'*� FIELG h;EP, 10 I • r TMPtiu 5elP',VGe. �IG.N i 11 s4 l 4P SIGN �4 PRIME tIC=�"SLEV- Gilbert W. Clifford Engineers 150-C 01de Greenwich Dr, Fredericksburg, Virginia 22401 (540) 8.98-a115-,. SDR 35 spigot SDR 35 spigot by by gasketed SDR 21 ga*AW I bell 45° bend bell adapter locator peg I 2. if ri Q�I° i i, 4 ipN.-. ;r;:i qs: • Y•i : j;i f §�?r,: °6 'il T minimum SCH 40 jtli I solvent i __SDR 35 8"x 4' ._SDR 21 gasketed weld cap ' gasketed bell wye pipe and fittings poperty I' line _ I 18' M � I � 36' min. cover 4" with ;ed green GRAVITY SEWER SERVICE LATERAL Figure 15 F"F-AR OF 13LDk. top of manhole at grade to pavement areas unless otherwise directed 1 g• top shall be set 1Ir inn, above grade in easement areas square skid pad 6" thick — contractor to grout manhole cover in place 4 bolts (3r4' dta ) adjustment rings (11' max ) concrete ASTMC•150 112-4000 psi or Ifi (typ ) pioneer 301 mastic applied between pints and on exterior side of Ants pints are to be sealed with "O' ring gasket „ ---� variable 4%0" ID —pipe to manhole connection to be by flexible sleeve invert channel to prondea smooth transition in to out, 3'-0' min for all connections 4'-0' max -(r max. grout bottom of manhole ;•,;: !;i;; , ----- top of+ench-wall to form channel a i�+.:+.`.�': +,}'r same elev as '•' : •`'+'• top of pipe 6' t r.�.�.ti.ti.ti.�.ti.�.wti.t.�.ti.ti.� �.�.�.ti.�.�.�.ti.ti.ti•ti•ti•ti•ti.�.� .i 6" bedd r•r•r•r•r•r•r r•r•r•r•r.r•r•r S r•r.r.r.r•r•r.r.r•!•r.r•r•r•r., rigstone ----+;�ti•ti.ti.Z8.ti.ti.4.ti.ti.�.�.r.�.ti•{.v�.ti•�.�.r•ti.�•�. ti.�.ti r.ti.� NOTES t Manhole sections shall have an external coating of approved bitumastic water proofing pnor to installation 2 If adjustment elevation exceeds two Pnct...e use concrete adjustment rings with a exterior coating of txtumastic water proofing 3 Fnal 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 ft or less) installations sanitary . sewer main STANDARD MANHOLE Flgwe 12 It cast iron cleanout cap with brass plug having a countersunk square head I Paneila Model PA4SV-CSK (4 ) finished grade Panella Model PA6SV-CSK (6 ) I— square concrete skid pad 20"x 20'x 12" deep i aggregate base ( depth 3" ) cleanout pipe — SDR 21 wye 45°bend 6' stone bedding NOTE . Where length of service lateral to exceeds 75' a deanout assembly shall be furnished at the property tine SEWER CLEANOUT F F L ��CL/-`,i�D NC21 •T0 L=., L_� 4'?-`k1C FILL@D tM67EL- PIPE - 4, Ae,.,)v9: cliso�r��. 21- lv" T51Cir0"V. FX_II•AT \V/ j HARDEPS MOBIL OIL RTE. 50 WEST CONVENIENCE CENTER Lana Planners Surveyors STANDARD DETAILS 200 North Cameron St, Set Revised 2/4/97 Winchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY, VNGINIA and Associates, Inc. scale I' = 20' SHEET 10 OF 14 It CG-2 f ft 4'. A' WOOD RAIL 1' x 8' ROUGH SAWN BOARDS 6'-r LONG STAGGERED w/1' OVERLAP 5K 6 PST (TREATED) wt aD -- (w/ T Or a T-I // 1 Du BOLiS 4'r a WOOD RAIL 1 r DIA CONf,RM FOOTING ZIP SECTION A PLAN VIEW 10'-0' 10 t 29' DRNE_ ON )v DN/ENSM WY V1:Rh FOR SOLID CONNECTIONS ,10 CAADE GRADE 2 c ]C.a_18 — — — — — — — — — — — (GANG. APRON) CONCRErf FOOTiING t' — 1r 8 ROUGH SAWN BOARD BETWEEN BOARDS 1/S FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL J z 14' o Q LLys -I � W U � O U W O O 0 EX. PAACMENT 1 /4" 1' MIN. (WHERE PAVEMENT DOES EXIST) (WHERE PAVEMENT DOES NOT EXIST) ADD 1 1/2' SM-2A ASPHALT CONC. 1 1/2" SM-2A ASPHALT CONC. TO EX. PAVEMENT 6" BM-2 ASPHALT CONC. 8" 21—B EAST BOUND DECEL LANE TYPICAL PAVEMENT SECTION This item may be precast or cost in place. 1 ' 'MS.bb... is 40 MPH or less on Rural highways and Note: Curb having a rodus of 300 ft. or less 1 s 45 MPH or less In developed urbon and (along face of curb)will be paid for as radial j mo" �_ ' v •suburban areas curb. f ov * The depth of curb may be reduced as much as 3" v (15"depth)or increased as much as e(21"depth) In order that the bottom of curb will coincide with the top of a course of the pavement substructure Otherwise the depth Is to be 18" as _ 6Y shown No odlusimeni in the price bid is to be 12" ACCEPTABLE ALTERNATE mode for a decrease or an increase indepth IF CURB IS EXTRUDED SPECIFICATION STANDARD 6" CURB REFERENCE 105 VIRGINIA DEPARTMENT 502 o/ TRANSPORTATION 201 01 REVISIONS JOB NO./DWG. NAME: "5004-DET.dwg" no. date description by ckd. — — ? 12 18 95 REVISED PER F.C.S.A. COMIMENTS _ dsf CEM DATE: SEPT. 20, 1.995 L' 11 18 96 REVISED PER FREDERICK CO. PLANNING COMMENTS dsf CEM _— DESIGNED BY: C.E.M. __— DRAWN BY: D.S.F. --- t APPROVED BY: C.E.M. P OXR. c r--C Er C E. MADD0Z ❑ CERTIFICATE NO. u 7091 Z. REGISTERED PROFESSIONAL ENGINEER - 2'R 11.7d' C-4 12W _ xr d,� 110.821;� �� 10'R MAINTAIN PARQNB LOT SUWACE �'`� 0.48' L7f AK#M TO PROPOM W"to SM. � DI-7 RIM-805.20 x�$ IN = 501.50 Oli T— 801.00 �4 I x CG-2 PLACEMENT DETAIL SCALE 1 "=15' Gilbert W. Clifford Engineers Land Planners 150.-C Otde Greenwich Dr, Fredericksburg, Virginia 22401 (540) 898-2115 EGA 1O'R� ' 1.40 2-R STER 06 r EXISTING ELEV.= +80S.07-V, PROPOSED ELEV.= +15cr-90-7/C 1: h 8'-lT Max. I" I" n-_1 '?- I• 4' Post Fill Post Hole with t Part Dry Concrete Mix and 1 Part Excavated Sal. Thoroughly Tamp Concrete Mix and Soil to Eliminate Voids, POST SET DETAIL SCREEN FENCE DETAIL Scale : 1' = 2' HARDEE'S N MOBIL OIL Md. Associates, Inc. CENTER RTE. 50 WEST CONVENIENCE Surveyors STANDARD DETAILS 200 North Cameron St, Set Revised 2/4/97 Winchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY, VIRGINIA scale SHEET OF 11 J BUNS BUNS BUNS COOLER/STORAGE BATH/LOBBY 6" --- -- - C+ Radial combination curb and gutter -" 4 9 r Radius to be as shown on plans Expansion Joint �o Street approach some surfacing as morn 11ne roadway I 11>i� -- - -� 8 0 I i u II -- --- - - - - -- E Main line roadway A- -J� Note Width "B" 2'-O"or as shown on typical section HALF PLAN Face of tter line Gutter line Curb Curb of Side Street Main line Roadway - SECTION A -A U i U U w N When used in conjunction with Standard C G - 3 or CG-7• the curb face on this Standard is to be adjusted to match the mountable curb configuration SPECIFICATION STANDARD CONNECTION FOR STREET INTERSECTIONS REFERENCE 502 VIRGINIA DEPARTMENT TRANSPORTATION f 203.08 �L-31 J-3Til I I/ _ A - _ I I \L_��JP-- 44' . 24' 60' . 24• I -5 158 y `i--�_�-- �.,-- `�-�n \ - I 4-TT ER 4-TT ER H - -- - - - -� woanoaWIMand-sec ND SECTION 12"-60"PIPE end onALTERATE END -SECTION 12"- 60" P?E µ Spgd end on 4.M1 dM-ssc1111ne --- _ .. -- ' _'-- ' 1 - N- � � SWOOIMW on Tolle Nam --.-- _Y ;, i 3e 24 - X - - --- X 1. end -tea 17 Ei • 4- TIER ( a -- 1,-�- m CJ tD a] V m n V fD ` ---- - K- - L -_ 000 PSI tin -j J-FOC tr-„a K- I I -- -- - E Concrete to be I - - -- E Concrete to b. I i 4000 PSI Min , 4 1---------- ­1 -- J PLAN PLAN C --{- - 8-- -- C -- 8 Floor PlanLo©� �`"AN lobic j•,-- - Bar a,ae.I 3'I Buildin - .T Pips r ;StpM-lapr.c nnlacMNr a -t- al,,. i A j r" / - ---- D ----- -� i- - - -E ---- -I I- -- - D - -- i~ ---i 2,174.75 Square Feet - Restaurant Use � SECTION x-x END v1Ew SECTION x-C ENo v1Ew X� E TI SION 613.00 Square Feet - Convenience Store Use , U - END SECTION OBtEDS10NS A 9 12 4' _ �" 0" 753.00 Square Feet - Coolers/Freezer Storage D12" A - - E _ q g 15' 4e - 2 0" z'- . 4' d 2'- 6" ' - 3- mmon Bathroom Lobb Area - 6" r 3" 9" 4'-�" z 6" 4 l0 3.7 455.25 Square Feet Co / y �� �" '' 9" 4' 1T 6 ' 24" 3'-7" 2'-6" 6-1" *0" I 30" 1'-Of 4'-6" I' 7 6-1 " - _ 4" 36" 1' 3� 5' 3. 2' 10 " 8' I " 6 0" - II 3,996.00 Square Feet - Total Outside Wall Dimensions 42 =9" -5-b" i--Y- � 2" - _�__ o 8-2 7-0 4EI" 2 0" s' 0" 2, z" 8 2" Y Cro4. 54.. 2'- 3 5 2'-9 9-21" 7'- 6" -� 3 �• 8t- DI-4A-48-4C I - � M.N N IA.•, rraw. a C- N. are rc-2 EAOaWan Coed t i-d• Gone al -_� 9oee el Soe.aa.�-1 - -, _ 4,a-aN•.n O.rr�eeeew. i2-[-C N »erew..s «.w Creep. 777 a.. c to.ar.N4.e..Nr I. - .., .d,NN•wr Ir -a...0 e..�../J7".. 4'-r I _ �.r a.. IF r.. -- ••..«.. tt-rtltirtt't-t t i I r; o' soar. A r.c. •1 uee L L----/ ---LJ Cna Carat Jesse Wrrt•r a as caraa 4ar4--- � 1--t=0"_ If sat. H .-o -,w + e•4.. core a e,a.a Ni.,M c.e, 6~ N N a. saat•r d Isw 4el 1 Y - 0" --1 PLLAN gr' 10 014.1's This awn may in whose, in .deer Car do Mea sio. I**. �---..-4 mm - 411 opp4y only to Curb a curb e-A p,Hw t4 "1" L - v Willis -re. 10' . __-__._. Cleo CG-3- 6 C, "ra rea-j T TIM . ne•e Tee aeaed I-- ---------------- Nt is YMaeeN, e.eanpe to » NcoNd lee i -, • +e,� d.. aw "..n Nees .t -. it Cleat" Re,. . ,N,e .Nla 1/4 -n h . ealron d CNN 0 O) Inch nv-0.1 4 n-0 Bdvonsw pars to be tsar an onar"of se•30examm It}•tt"'} bo mchorad.Mh i'. 4'eNr deaa G l,on, l o d �pr�laafprs "oWW toMN pMo r 2'c-c etw'a.r •j i E/, ' I Typo A lypo e },i sew......"- .r. •• AeN rM t[1 {r NOSE DETAILS x•rw yee�e.. sere. - r. a.. `r�r• •wwc• tw�r• Draw s,rn•r YI •,e+rs n .rMrn - 4• 2". wooer. [ SECTION 8-0 FRONT ELEVAT101N norMn cbrn oncnond nrml, tic"tic"to sew (".1 ra+,e•wt Color» Of .haClw. •. a• • ' N.4e4. , a..we.4 rwM. --» ..F-ew "� sew..N trNes M eex.e-c. Clio nw 1 e , i THIN .Cover •w aNe4ad a•rdw•1 a-M , Sr.- en ro» N d►.•.r eel ..ear d ry "I,r •.•• n Ayr•. M M »,Nov d rr. ".." ..w. war d rr•• ,r.,"r✓. ( , ..•rwool de•w " I. _ _ _ � •4",» er•.M w c.w-e, -.w ...Cove ren4.f. eowrrq d "aI n x- ..-lu. i .1 pe.- • «• SN ST- . i DI-4A DO-40 DI-4C ------ - --`--- SECTION A -A -- -- f i T L --t r-- L .taro i I , of L 0-i 0- J1, 0- - i f. M on srw« rhea side. is be gtooma,dr e•1.Ir ....toed - 0- .Ia •e1. e to esy.d rd- e.seldoan edit Ca.. little 17, M see a seem" will so" w Tne-M-dena.W.M eaa.a M as sfuieeres •Ile pets lea On w pleM wdl ae �"-'-" " "" Toole e N r a•a".d " n- Tara. w r r- a•° "rl o.n.rN. DE TA0. WHEN USED roeo+"red I'" lee bvwi of tM o ate Nee to em Ne of the sk.koo Pan H' �-qM of eel iLl -a, . «wy r4No, »won a etr. ADJACENT CUM WITHOUT GUTTER err -hash. on appreadnoN e.ef Iw aslaaMil.e tlurpows oM end "Owla-swans ,M „ov -1 be rocs.er rw - ...c. s.11 be Cron ennoe by the Cmiraelor Haw hall conrNoos. Sheet I of 2 SPECIFICATION DI - 4A, 48- 4C TABLE OF QUANTITIES TYPE L AREA SLOT OF CON- RETE REINFORCING STEEL BARS A BARS B BARS C BARS D BARS E BARS F BARS G BARS H WEIGHT Ft. Sq Ft. Cu.' di No Lin. Ft. a No. Lin. Ft.'s No Lin. Ft. �' No. Lin. Ft. • No. Lin. Ft. • Mo. Lin. Ft. * N0. Lin. Ft* No. Lin. Ft to L bit. 0I-4A 4 1 83 4 65 5 1 4-Be - - 6 7'-6' 2 4-8" - - - - 11 I'-0- 4 2'-8' 104 6' 8' IOr 2 75 3.67 4.58 '5.07 5.51 5.96 5 5 6'-Bit 8-On 3 7 '-71I:IGIO` 7"to6 8 8 7r-6' _7'-6" 2 4'-So 4 4 2'-0' 4'_0" 3 3 I'-6' 1'-60 9 9 I'-0' 1'-do 4 4 2'=8" 2'-8"_ 162 2_09_ 256 2 4'-le 5 10'-8" 11 7toB10' 8 T-6" 2 4'-8" 4 6'-0' 3 I'-6" I'-0" 4 2'-8' DI-48 12' 5.50 6.40 5 12'-8' 15 7"t0 8 7'-6' 2 W_Be 4 8'-0' 3 I'-6" _9 9 It-0' 4 2'-8' 302 14' 642 6.85 5 14'-8' 119[17'toro�10` 610' 8 7- 6' 2 4'_ So 4 10'- 0" 3 I'-6' 9 1'- 0' 4 2'-8" 349- 16' 7.33 7.30 5 16'-8 23 -10" 8 -6' 2 4'-8' 4 12'-0' 3 I'-6" 9 1'-0' 4 2'- So 396 18' 8.25 7.74 5 18t-8' 27V_V 8 7'-6" 2 4'-Be 4 14'-Clio 3 It-6" 9 1'-0" 2 0 9. 1 7 8. 19 5 20'- 8' 316-0 8 7'- 6" 2 4'- 8" 4 16'-0' 3 I'- 6" 9 I'- 0" 4 2' - 8" 4 8 9 8' 3.67 - 5.48 --- 5 -- 8'-8" _ 6 10 T-6" 2 4'-8` 8 2'-do 6 1'-6" 7 1'-O" 4 2'-8" 220 592 5 10-8" _ 106'l0' 10 T-6` 2 W-8e - 8 -- 3'-O" 6 -- 1'-6"_ - 7 --- 1'-0" 4 -- 2'-8" ---58 267 12' S SO 6. 37 5 12' - 8" 14 71o6'-4110• 10 T'- 6" 2 4'- Be 8 4'- 0" 6 1 = 6" 7 1'- 0" 4 2'- 8" 314 DI-4C 14 It6' 642 T 33 6.81 7.26 5 14-8 18 22 7•ro6-110 =71o6'q' ''Tro6'1Or 7'to6- 10_ -6 2 4'-8' 8 S'-0" 6 1'- Go T 1'-0" 4 2'-8` 360 5 16'-8" 10 T-6" 2 4'-8' 8 6'-0` 6 I'-8" 7 I'-O" 4 2'-8" 407 18' 20 8. 26 9.17 7. 76 8.15 5 5 4- 8' 20'-8 26 30 10 T'- 6" 2 4t- 8" 8 7'-- O" 8'-0 6 6 1'- 6' 7 1'- O` 4 2'- 8" 454 10 T-6 3' 4-8 8 1-6 7 I'-0 4 2'-8" 501 ♦ Denotes length of one (1) bar Notes All reinforcing bars to be No 3U. All cast in ploce concrete to be Class A3. For acceptable allemote see Precast Standard Designs Concrete quantities shown are for depth (H) of 6-10" without Apes The amount displaced by pipes must be deducted to obtain true quantities For inlets of different depths odd or subtract 0 49 cur yds of concrete for each foot of difference in depth Length of Angle iron as shown on Sheet I is to be L 4 16" 0 4 10 Ibs per I SPECIFICATION STANDARD CURB DROP I L REFERENCE RE F€RENCE STANDARD CURB DROP INLPT 36l° 48" PIPE MAXIMUM DEPTH (H) = 8 ---233 233 361� 48" PIPE MAXIMUM DEPTH (H) = 8 VIRGINIA DEPARTMENT 302 302 VIRGINIA DEPARTMENT p4 IS TRANSPORTATION TRANSPORTATION REVISIONS _ JOB NO./DWG. NAME: r'5004-PR3.dwg" H p no. date description by ckd. DATE: MAY 157 1996 DESIGNED BY: C.E.M. f C,E, MADDOX, JR. z CD CERTIFICATE NO, _, 7091 -b DRAWN BY: D.S.F. ` REGISTERED PROFESSIONAL APPROVED BY:' C.E.M. ENGINEER 16 Bars C &ors D Ban a See Detail A 1 to o A A wt fV i DIMENSIONS FOR BEVEL ON HEADWALL PIPE SIZE • b 121• 0'-r d-11M 1 s" o•-r a-1 ter 1e" Ira Irr tr-1 1/2• 21 a 24' 0 T-0-21 1 Ew- I IA i .- I ---- --r-' _ r -.. -r .... T._. r - - . - • t-1 0 .. _ -_ '_.__'�- '>+ 1 2" 0. Elm • 1068 Los/Ft -_ No. 14 B'60 Steel ea • saes 0 Bars a - 3M•Ctsawfer NIOa Da 7.65 lbs./Ft (ASTM A615 provided an at exposed �°r 60) PLAN VIEW *do". No holes a - l to be provided(Grote Removed) in,2' x r' x 3/a teewhen sold Darf ore used Bars C [ 2.. x 2- x 3/8. -12 1/2" x 2 1/2" x 1/4" she NETAI A T a t/z d_ C �} 1/2" X 4" Stud Shoo, Z_ i0 Ir+ ConrxNo, Is 12"c-c 12 1/7" x 2 1/r' X 1/4" - `-t 5 �•-j•• is I,1.1 1 DETAIL A lofry r� -- SEE DETAIL a B°" "-- `"a's • � 1 a'-e ,/z wt - ---i 6" �.•..._.. _.. ___ --- _-. _-...__ A SECTION A -A Headwall to be beveled In all areas except where _ I NOIES -- I f /N a conflat anth invert of venngwalls occur. ' I I - -�- in nc cos. snaH top d endwall prgect above led slope. ditch Bevel edge is required on the headwall at the T I•--{ 6 i/2" c-c Typ. sbpe, m shoulder inlet and d M"- e culvert 1 where the flow enters 4 1/4 Gass AJ concteie to be used 4 cast in ploco, 4000 PSI Ifprecast the culvert)GRATE DETAIL Retrlorcing steel to nave a minimum 1 1/2' concrete cover Headwall at the outlet and of the culvert may ba For ,cnedute ofre,r4orOng steel, drmernwns. and ciorbtws see anher square edge or bevel .dye. af»et 2.12 Shp tow Tres rtom may be precast or cos/ in place beteled wish a - • by . Bosom of Structure to be on the some grade as air-ge "wow a I d4ch- • DO not bevel invert Detail A Detail B Sheaf t of 2 VECIFI AriON -PI`T""IM PIPE ENDWALL WITH LOAD -CARRYING GRATE 233 FOR 12" - 24'' PIPES ' _ 302 VIRUNN DEPARTMENT OF TRANSPORTATION 1 1 (-01.T9 Gilbert W. Clifford Engineers 150-C Close Greenwich Dr, Fredericksburg, Virginia 22401 (540) 898-2115 and Associates, Inc. Land Planners 1 Ew- I IA i .- I ---- --r-' _ r -.. -r .... T._. r - - . - • t-1 0 .. _ -_ '_.__'�- '>+ 1 2" 0. Elm • 1068 Los/Ft -_ No. 14 B'60 Steel ea • saes 0 Bars a - 3M•Ctsawfer NIOa Da 7.65 lbs./Ft (ASTM A615 provided an at exposed �°r 60) PLAN VIEW *do". No holes a - l to be provided(Grote Removed) in,2' x r' x 3/a teewhen sold Darf ore used Bars C [ 2.. x 2- x 3/8. -12 1/2" x 2 1/2" x 1/4" she NETAI A T a t/z d_ C �} 1/2" X 4" Stud Shoo, Z_ i0 Ir+ ConrxNo, Is 12"c-c 12 1/7" x 2 1/r' X 1/4" - `-t 5 �•-j•• is I,1.1 1 DETAIL A lofry r� -- SEE DETAIL a B°" "-- `"a's • � 1 a'-e ,/z wt - ---i 6" �.•..._.. _.. ___ --- _-. _-...__ A SECTION A -A Headwall to be beveled In all areas except where _ I NOIES -- I f /N a conflat anth invert of venngwalls occur. ' I I - -�- in nc cos. snaH top d endwall prgect above led slope. ditch Bevel edge is required on the headwall at the T I•--{ 6 i/2" c-c Typ. sbpe, m shoulder inlet and d M"- e culvert 1 where the flow enters 4 1/4 Gass AJ concteie to be used 4 cast in ploco, 4000 PSI Ifprecast the culvert)GRATE DETAIL Retrlorcing steel to nave a minimum 1 1/2' concrete cover Headwall at the outlet and of the culvert may ba For ,cnedute ofre,r4orOng steel, drmernwns. and ciorbtws see anher square edge or bevel .dye. af»et 2.12 Shp tow Tres rtom may be precast or cos/ in place beteled wish a - • by . Bosom of Structure to be on the some grade as air-ge "wow a I d4ch- • DO not bevel invert Detail A Detail B Sheaf t of 2 VECIFI AriON -PI`T""IM PIPE ENDWALL WITH LOAD -CARRYING GRATE 233 FOR 12" - 24'' PIPES ' _ 302 VIRUNN DEPARTMENT OF TRANSPORTATION 1 1 (-01.T9 Gilbert W. Clifford Engineers 150-C Close Greenwich Dr, Fredericksburg, Virginia 22401 (540) 898-2115 and Associates, Inc. Land Planners NOTE Pips longthe shown on pone arm _ Dosed an End -Section design shoran on del "" If the contractor elects - _ ! - - -- -------- to use the dIwmtt design abash on IM „ght,wngths wel be reduced by SLCiPE DETAIL the allerance in dvnension "D" SPECIFICATION REFERENCE FLARED END -SECTIONS FOR CONCRETE VIRGINIA UEPARTMENT dI TRANSPORTATION PIPE CULVERTS F102 01 302 Ew IIA DIMENSIONS PIPE SIZE A a C - a b a-r 0•1 V4• 14'-0" 0-r C-11AC Is" Ir-2" 2'-6" W-6" 0'-21rr 01.11/r tr' or 24" 22'- 2" 3:-2" 2t' .6t 0'-T -a-7• J APPROXIMATE QUANTITIES PIPE SIZE CONCRETEENGTH CU. 1'Os__ LBS RE IW STEEL o� GRATES TO UTE CIP CgdP4E. ply 12" 1.127 1.130 119 161 5 - 4 ---0- 2+� IS" 1 532 LS47 - is' s I. ass I. T7 a tot 5 1'2 " } 21"a 24" 2.567 2.600 274 6 -0 SCHEDULE OF REINFORCING STEEL - PIPE 6ARSA BAMs BARSC BARS D SIZE SIZE NO SRl LENGTH SIZE NO SPA. Lf11GTH SIZE Na spat LENGTH SIZE 140. SPA LENGTH e4 5 8" If- 6" e4 17 a" Iri'l- olir•4 2 - 4•-8" e4 4 8' vdr'N -12" 1S" M 4 5 a" 14-10" e 4 22 a e4 2 - 4-8" •4 4 8" ,ones 1a" e 4 e" n - 4^ 0 4 26 e- _'e1r *4 2 - 4'-e" - • a 6 e., 21" or 2a" a 4 5 8" 22'_ 4' a 4 33 a" _"a° i°8' e 4 2 - <.-!" 6 4 6 . ! ' APPROXIMATE WEIGHT _ OF GRATE TYPE- LEIS. 2" on Bar 156.35 No 14 stink S" 12&64 Bat PIPE ENDWALL WITH LOAD -CARRYING GRAT FOR 12i'- 24" PIPES - VIRGINIA Df PARTMENT Of TRANSPORIAT" 101.30 HARDEE'S r,-j MOBIL OIL RTE. 50 WEST CONVENIENCE CENTER Surveyors STANDARD DETAILS / BUILDING FLOOR PLAN 200 North Cameron St, Set Revised 2/4/97 Winchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY VIRGINIA . Grates .94 be 3short BEDDING DIAGRAM ------ IPE SIZE X �!`l BARS A ------ -- ---- 12" t1Y-li• I5_ 14-3" le' 19-9" 24' ---- 2(-9" -- -- IPE SIZE Y BARS 8 is vales 7"tofi va-s ` . of �varNe BARS C---..-- sheet z of 2 E SKCIICAT04 aErra[acT _ - 105 233 302 scale SHEET 11-A OF 1 1 i r CONSTRUCTION NOTES QENERAL 1. The contractor shall furnish alll 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 t:o 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 respornsible 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 condittions 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 centierline 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. Arreas 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 onspection 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 painted 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 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 ttermination 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 miust 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 iconform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, arnd 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 Administration 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 flaggers 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 FResidency 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 responsiible for maintaining adequate access to the project from the adjacent public road- way through construction and mairntenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 1.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9. Contractor shall ensure adequmte drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines withirn existing or proposed VDOT right-of-woy are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditicons 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 an adequate design can be determined by the engineer and approved by W.D.O.T. 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, subsurfacce material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximurm density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full widtlh of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualiified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of call tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT Standard CD and UD undlerdrains 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. 1& If required by the local VDOT Residency Office, copies of oil 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. 1?. Prior to acceptance by VDOT off any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on on account receivable basis. Sl`te Plan for ig 0 CC�I'Itur Business Park i Fr�edkehrl'ck Fa ca? dl�v C'Ount,y, M a G I'S t, (-7-1, rl' a Vicinity Ma Scale 1 "= 2000' November 1 �, 1995 Irl gi bert w. difford V m a M irginia DI' S-1 t i­b 1'c t, (_]''Cwlates lr1C. Engineers - Land Planners - Surveyors 150-C Olde Greenwich Drive 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (540) 898-2115 (540) 667-2139 P� I H p,� 44WA;LD A. MISLOWSKY, JR. Z O NO, 020674 z.I z.Z� 6 1. Cover Sheet 2. Site Development Flan 3. Miscellaneous Profiles 4. Miscellaneous Details Owner/Developer: North Frederick Realty 112 South Cameron Street Winchester, Virginia 22601 (540) 662-3486 Owner's Certifica hereby certify that the property contained in this Subdivison is with free consent and in accordance with the desires of the undersigned owners, proprietors or trustees, Date Approved h� Frederick County Zoning Administrator Date Site Plan approval expires five (5) years from dote of approval. Job Number: 51 05 Sheet Number 1 of 4 .t. 700 C' 0 700 EX. 8. " WATER MAIN -. 695V2 690 705 700 695 1 + 00 2+00 3+00 4+00 Section A -A 70: 70 69f 105 GRADE ?ADE 700 M1.7 0400 1 + 00 Section B --B 700 695 0+00 1 +00 Culvert 1 EXISTING GRADE PROPOSED GRADE cn Cr a: W4 m z W _ J 8" WA iTR ca U, i t3 J� co q 41 J I W 0 OD cam °°gam 03 7 0+00 1 +00 2+00 3+00 4+00 8" wa ter Main Profile en V-, �z 1 u��p Gov, � O � >cxcx =�zi W �-W 705 700 695 690 v 0 I cci 400'- 8" PVC a 0.50 -- —_ __ - --- ---- _ o - i i i i 0+00 1 +00 2+00 3+00 Sanitary Sewer Profile 4+00 N 705 700 695 5+00 6+00 7+00 695 690 G O> �O ct:; 1-8" TAPPING SLEEVE AND VALVE BY F. C.S.A. 45' JACK AND BORE zI CROSSING BY V.D.O.T. Q� METHODS 00 (40 3 z «, 690 U W 700 (oC.� w-3 y'yc - '."— yyc aF—.,o - — .— tunnel liner per pipe length o up ends * Separation of comer pipe from casing pipe shall be by either: 1 Pressure treated lumber fastened to piping by stainless steel strapping or; 2 Manufactured steel and/or plastic casing spacers SIZES REQUIRED CARRIER PIPE CASING PIPE WALL Dla Du. THICKNESS 6 16 250 8 18 .375 10 20 .375 SECTION 12 24 .375 14 24 375 _ 4' won 15 24 .375 16 30 .500-- 18 30 500 20 36 .500 — 4. 21 36 500 + height can be adjusted to 24 36 .500 obtain correct percent slope (for larger pipe use tunnel liner) TINKER SKID HIGHWAY CROSSING FIgLn 3 EXISTING GRADE PROPOSED GRADE — \ 6" WATER MAIN i QC� 01 Ch 0+00 1+00 2+00 6" wa ter Main Profile (Fron t of Building) w y 1 Q 41 Q CC W IN LU FUTURE 6" WATER M � I ° , 14) CD � OGi �o -- I I - — - -- ---- — --- r0 ab `7 Qi rn c6 Cn �D I y 0+00 GRAPHIC SCALE 4u o 20 40 80 ( IN FEET ) 1 inch = 40 ft. V.- 1 "= 5' 3 f''�C A.N fr -16 160 1 + 00 2+ 00 .3+00 4+00 Future 6" Wa ter Mian Profile (Rear of Building) --- - -- -- cast iron cleanout cap with brass pug R having a countersunk square head Ponello Model PA4SV-CSK (4") I Ponella Model PA6SV-CSK (6") - -� I. Overlap • 7\\ \ \ finished rode • \,� 8.r I D. 8,r /,\,� G4REFULLY COMPACTED SILT FENCE CULVERT INLET 4' NU UL BACKRLL 7 PROTECTION t square concrete skid pad 20% 20"x 12" deep 24'r I aeaTs /\ \ --_T aggregate base !. �• wooD ern � cTa�TE sue w/ e.e A A TOE OF FILL 3 ------- 1. I " (SEK 4r• CULVERT _ _ ` ( depth 3" ) ^- Sue ALGA ,r ileSWRON) \\ \\ f cleonou pipe I _ \\ \\\ SDR 21 --------------------- -- ----------- -- sanitary FCWnNGE EACH POST TOOTNG `-- ---- � -- sewer main ttrPrrti of k) 6r roe or Flu wye 45 bend 6 40NE SECTION A (z) s ONOWN 1411 SILT FENCE O lr� FILLED O AGGREc�i TE , r � � n • Di$TANCE IS .MIMUM W CLASS ,B" � IS TOWARD a" •'MENT �S NOT TO SCALE r Flow TRENCHING AND BEDDING DETAIL 6'• stone bedding PLAN VIEW NOTE Where length of service lateral to exceeds 75' a cleanout assembly shall be furnished at the property line- tz METER BMX HARD WARE SEWER C � E A N O U T � °" 0 0 SERVICE METER Figure 17 b - PtPIAG METER SIZE YOkE BOX .1 METER BOX COVER b IA 314 5/8' x3/I' (20 GPM) )r 18 in)r502. TRAFFrc FaeO CJzrr /� 1Q�1Sf 1 ^ 5/8' 1r3/4' (20 GPM) FORD Y50424 in. FORD NO 30 MONITOR • FNKiE (Tf1fr11 4 OTO Flab N C�I�t TO ►ACTT GIIfES N OP81 NOTES: l� OLM Paslr>ta 1" 314" (30 GPM) Y�01 24 in. FORD NO 30 AtWTOR __----.-----_ _- —_---- Ec- Sum n6ex (2) 2,r UK 3/f 111= FOIRD FORD N0. 30 MONITOR DETAIL I DETAIL 2 DETAIL 3 C'r .^'r `8. I I. 516jN TO E3E PER LOCAL HANDICAPPED REQUIREMENTS. {� 2 HALF F'L AN HALF Pt. AN a MAL F PLAN • t 1 SW �D T 1" 1" (50 GPM) Y504 4 In. C LER W RML-72 TOP U0 �`" I'8 TYPE iZ7 �(� I TYPE ' 'y •+� 1 b TYPE A 11 I } t I VERIFY WITH CITY SIZE 4 SHAPE ALL JaNts .f IN NCI -TRAFFIC AREAS - 1/2' THICK PC>t'.YEINELE PLAS77C TREATMENT '� I TREATMENT I I TREATMENT r f IN TRAFFIC AREAS - RVWORCrD CONCRE17i' wTFI 3�7H1CX WALLS ` a j .. rt'ti•, IN IRAFFIC AREAS - 3/I • w 30 - x JO" S 11E£L PLATE WTI 22' DIA. CEN7FRED A _ .') I A . - �'1 I •� f r � • I 2 . PROVIDE .� I GN ALL ill ENING AND TAR ccoATEO BOTH srDEs rs ID BE f� - -, -� oi' i w j t, �• t �.•r, ,� -i< -; } I VERIFY NANDIGAPPED PARKINCs PLACED SETIIEEN LIO) & REINFORLTD CONCRETE BOA I lI; A �( .. T 4.c o - : ,o STALLS INDICATED ON SITE PLAN v 3 ~ 1 cN�oE � i HALF PLAN top 6 2i ed blue HALF PLAN I � � � b o wit tap 6 pointed sue —1 - TYPE B � � •p I I Mr- PLAN , ( TYPE B B TREATMENT 8 TIPEB _ IIrX --- ____—'— CANC. MIN) meta cove TREATMENT �H_ TREATMENT a �' B {— WHITE LETTERS t SYMBOL set 2" above -- a' err. grade pri - - tr.- - r -- - ON BLUE BACKGROUND F'ODING � 11810tw". r� e�GI% wries as requiod to sodding 1 �, ---- sN - I K1�I BOAii05 w T � N , corporoF stop J" stone beddmq B•_. pf• meter by F.t : a _-�,.y- N ti`r! •+i PARKING ONLY aaraundinq bac �. tedrebox '"" �.. ` "' ` METAL SIGN, BOLT TO FRONT ELEVATION 1 j R* Rooms v _ j neo `y,, PIPE COLUMN IC y — — g n� . wen lip, 9 M n STANDARD T1EtAASH ENCLOSURE DETAIL once. �p " vat �p SECTION A -A F'ae can SECTION A -A \ '' I ~` �`"r Be am SECTION A -A . o,.P wrx tow, a, eon cvt•«i e''mrr. `bed" `wok i N•DtP.1.1« oc wnaoa. •n•ro awocnaeewnegnr — 3" DIA. PIPE COL. W/ (2) l ry,�e yiw. ____. NOTES U GOATS ENAMEL PAINT (WHITE), `'ter man It .> .,.n,a..n. , �• a.. o•.•a,.,a, 1. «. ,n. >e.<.a. a,�.•a ,n. �,"„« EMBED. 18" INTO CONC. worn 1 W I 6• stone Dodd 0. «•r S•coneo,r Reo.• r.lonoro. u.,,.,,". «oao„ <mrr ,••o•,•••, ..«• tipe K copper tuberg contiTuauJ' •r1..a, a aw..c,an ,..we,r,•a o. po...rma,,,c,w. n ,o w ", •ec e..oncw without pints from main to meterr _ Mn y� - - - - - - o.ro.1 t .n..n .ee.• D .r• _ D ._. `0 Tip. A or li r, wrm.nr .o De e• .•.p,n.a .n the par. NO1F: Exact location of mete' box assembly r _ ro. B `L� T W a of rcr cone evil to q•wea cvaoMa .,n u oo GRADE to be approved prior to instdlatan. I - ` I "�7 A' 41e 09..•repr not the po,Imn Uea mr iao a mar be :^o..o ".,t. r,w M T R SETTING PART 3 - c: �>(/1) // V - - - ---------- -- - --------- n -- Rrp Pop i,u., perm Naop,nq w n raraieo �wr a1 eos.r : r •,..•one � ec..,,00,ee \ � � �\�• / U MEIFR ANGLE YOKE AN O4FCXr APAN transition to F "rn rK sp.c,r cpi,on+ -- I 1 I I - I I -- r ' I --- I I pol ? I Tope cWD fel sow meter sett n to 0 a rNt N ar 1Pn r rLYE BALL vAL�E vAt✓t NFIEEl V g face of curb - - -- as require Y50 BA94-223W HMCA91-3237Dr-G EC-2J /{y '-P _ Y501 BA91-JfIW HHCA91-32JTD�-G EC-2J ° - - R'o RO° I — I I ! 1 ' ---- GOI�I �. 1=00T ING - l - -- --- -- ------ ---- -... ___...— 8" DIA x 24" DE carrnre a aII heipll � � 3 p PDrNssoDro w/pre agWlcaaa _ 1" f e k o; , q —I I I P - - - - - - - - - - - - - - - •Sal �B�s o rZcr 4 va. t Mtn o.o I_ copper HALF PLAN HALF PLAN Farr Cb1r, I I I- I I —I I Gr M! mu arrets o•o. o•a. o•o•o 1' I Y I BA91-441W MrCA94-441 G CC-4 8wen - Min Capl/uCilM Jd o. o• o. o. o. o• curb &gutter TYPE A TYPE 8 _ I of uhe C 2 1- _. A 12 Cover I /p' 3/4" type K copper for I — I a Slaewar so" $I SECTION B-8 I I Pay Ure CG Va, width SlaerOlt • o• o• o• o• o. o single meter installation I" , 3/4" wye I-- ( war - PpMssoas _ Dual .Meter Installation I I I Sroa,;a� P rrC r2$ (� I-- I-1 St wrap .o�o or.f Win Carutrutrlon Idrr • us. I".. Seclwn x1w.., on o�ons a nn+mo� spa sere oor,orn .,arm. and �� d cnonla. a•1<n o, narw a� q, o.r,e i 6`� p 518", 314", & I" METER INSTALLATION I ___� __6•Q �6• _ TYP,CAL ALTERNATE RAOIA, PI,W i HAND ICAF U5E 51r.:;N- • fn Camwdd £trranp Figure 5 - FOR US£ AT APPLICABLE STREET 8' its • 12• cc CONN£CTbNS AND COMMERCIALSPECIFICATION twer t Concrete llfeavyTruttG 13 0 .0 JSO 1 REFERENCE STONE FOR EROSION CONTROLRADIAL PLAN Corer rTr' ENTRANCES. sse Srondad CGIJ srrel20lIO 205 VIRGINIA DEPARTMENT 1/Z' e 1'- 0 418 TRANSPORTATION ._,. _. _._—.. _.. J ! � PerNssoae d ROCK CHECK DAM P. _ 6 M;a 6_O _ CaWruCYlan Idnr J t9 'a, L'. 2 ACRES OR LESS OF DRAINAGE AREA: ! s'°'"a`apacm h �� oo�ob 0000 Skye 12,r Mason m �— I t 6 A ----J TANGENT PLAN rr� 3 rsUY£rRIC wrier FILTER CLOTH • 7- wrote Sra CG-3 0 -7 Is usa. NOTES , (OPTIONAL) -� 7' fIs fro NNmum Carp r Irar Io a lass A 3 CorrcrNe rfAau A� !f prem,rlw/rn s1r1Wisfor!rr al CONSTRUCTION OF A SILT FENCE STONE CONSTRUCTION ENTRANCE SIOMatk Na oalo ar fh pr t rwftA a wI1IRA DuIIr ,ell repulrerrwr to ONecloai worNnp ,uv oe* coverinAg�� Ind W n r/aA raryr floor /rWgp /layer py �s (DOWNSTREAM VIEW) (WITHOUT WIRE SUPPORT) Sra CG r •�\-- 7' a — orNeve o sraae precast O s it noaceaThe 0 MAlae wdNng ,rots be Dralda a en ubosed opprepa►s _ I ( AM lE - — — - Fiored sides a curb ro to a I1Nsn Rotgo stlolr not eAceed o rnoAlrnwn trope a tY.r. a CC s.si•c Ma A. np pane marrilrycWy w/rn rarg0 /tar a A• uslrp per 1 SET THE STAKES 2. EXCAVATE A 4•'X 4- TRENCHjoint UPSLOPE ALONG THE LINE OF Ns� rnutisP st.10 rn reputes Dore J VDOT # 1 I TO Ntlt A , EXISTING De class A -I. STAKES EXISTING Sloss r roar 1, acoar•tdes must De galas Tor dowel oar, so riot oil aN rrored COAI'.SE AGGREGATE TNs Teem o+ Rrs DorWrit be t o�rt rope Nov Sea. Bared � a ��iorca++tw o� Prscae corm. srtvt mp e MAx sal _ SECTION A A ew p tap Dan stiles d are ro FILTER CLOTH IWNTAHLE BERM p•arosi a cost In poea Ilan. Ma-dsptn a ramp Flow. MlNmum arcrNs abwv I %l'. WN paid p tyarrA.11c Cement / A •5 . r Bors o ,2 c c Curb maps will be mea"ea and !d ra d rip contract will Ices red FLOW 3• / <oPTtoNACI CorceNs Sidewalk and EAposed aWregds sidewalk.cantaNr/trplom 2. J � II ! / _ Psrmtssods Construction � — /� SIDE D E ELEVATION-- ape o.j �'^' w^ sae J agps a. lrcroded p%meN Q �— St 12d sloAlmat Cur and pixel slope iforlalrlau ad aceN to our r for curb/curb and puaer. l / ' EXISTING GROUND •o.o�0:�:5. Wren used In car/unction with Standard CG-J a CG 7• the curb foo. m INs Standard is • to De adjusted to match the rtounloae curb aorf/psnation lZOI 70ww. _• _ - - SECTION • B-B -- ® ADDef,/ale rouFs Is defln d as o corrin•aus Curb Ramps as to be kcal as stnvn on its pions a as directed by fro EfWneer. kI�� o• urloDslrucrW.sIOWe.rirm and slip rgslsforY Troy are to Do provided of irrersedlorls wroraer an octwsoDle route {N wliNn Its rlgfr-a III a 10' MIN li�"�� UNrs a Ex r poth ttwlecrliv o11 ocresslae elemetrs a a way a a Nghway foctlftf crosses o curb regardless d wtaltw sidewalk Is existing. i III VASHRACIo man. Pia egg egole Sldew011 T / —10 ACRES OF DRAINAGE AREA (REQUIRED) used t that con m ago oared.eNered and proposed a na,e•ir e.,, hey may afsN From pedestrian d couch as crown o pane �® Treo1mW wrote w! Ind sldwwort a Sidewalk used A• persons worn moauty repol,msrrs. a as alrecra q ire £npincw.bul srourd na ro IDCaIed noNnd weNGe stop noes. space /s re,ss iron � ♦ EAISIing ligr/ pods fire "rorrs, drop INNs.etc. well also affed pacwn nr. 3 STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT — '-- lo Mao CURB RAMP sretrcAror— TO STAKES AND EXTEND THE EXCAVATED SOIL. 12• MIN • 1KF[AfIrCE IT INTO THE TRENCH. I �— ExtsrtNG (Pf RSONS WITH MUB11.17Y 11UPA1RMEN1 S) PAVEMENT ` 502 -� 1 ✓IRGINJA DEPARTMENT 001 TRANSPORTAIt(W 504 6• COURSE AGGREGATE ! I POSITIVEDRAINAGEIFAINAGE , "M NT TRA"ING DEVICE �_IL' FILTER CLOTH 3 � � / II j-� MUSTIN RESSa FULL MOTH PLAN VIEW II _ IIII OF INGRESS AND EGRESS �j OPERATION (OPTIONAL) / PLO IF / - 12' MIN. -- (DOWNSTREAM VIEW) III - II T MIN SHEET FLOW INSTALLATION T MIN (PERSPECTIVE VIEW) VDOT #I _ COARSE AGGREGATE - I I FILTER aoTH r v1r SECTION A -A no. date description by ckd. c A x ' _ A � REVISIONS FLOW 2 f 3, I - - - I e I \\\ - > AWIN N . �' T •'AERowARE.DwG" Gilbert W e Clifford and Associates, Inc. Aerocenter Lot 4 NOVEMBER, 1995 Ili `.�z/ warehouse Facility SHEET POINTS A SHOULD BE HIGHER THAN POINT B RftNrO%n1CD CONCRETE \DRAIN SPACE j% Engineers Land Planners Surveyors --_CLASS I RIPRAP DRAINAGEWAY INSTALLATION SECTION 8-B 1 (FRONT ELEVATION) -- 150-C 01de Greenwich Dr. 200 North Cameron St Miscellaneous Details C__`J Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (540) 898-2115 (540) 667-21391 FREDERICK COUNTY VIRGINIA oF 4 --------------- 50 A _A k__', J_ CC11111 V , _-A I CONSTRUCTION NOTES GiENERj 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 shoal 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 Contractors 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 ore denuded. Areas shown to be surfaced ore 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, le,,eled and seeded to achieve lawn conditions. FI_E,E & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Ma. shk�l. 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. FRLU2,ICK 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 shay 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, anJ y) all components of the meter box assembly to be in proper working order. It is the -,-)ntractor's responsibility to 1-:nve the meter box installed correctly. 5 The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing IinrillA. The location of the top and the termination point of the lateral are to be coordinated with the Authority assist;i engineer. 1 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They Ni!I furnish the m make the tap. The contractor must make application for and pay the cost of this worms 7 Frederick County Sanitation Authority approval of this site plan expires two (2) years frrm date ofr � VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work or, this project shall conform to the latest editions of the Virginia Department yof Transpor Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment (7ontrol Regulations Q. state, federal or local regulations applicable In the event of conflict between any of these standards,. ; or plans, the most stringent shall govern. 2 All construction shall comply with th latest U.S. Department of Labor Occupnt�>nal Satety & Health AdrrW;str+tti, 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 (cr latest edition of) Road & Bridge Specifications, Section 104.04- C. 4. Design fedtures relating to construction or to regulation, control and safety of traffic may be subject to chonge 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 VD01 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 302. 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 and 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 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. V q V ..,tr '• .1 .1 m piing _ y : ch" 00 O Radrd Towels Al, ✓!r . •',\ - � '\��,. � Ham`' � ,•/ 'z_.: ' �t y , �.37 Al ,djJ j ^i • .qw < N rxwl a ;, •� _ N µt• Bch ' • •. y • _ c , Old Tax•n Sp', n w000 Cem, O R . �. 0 � ' Sp74ngdi Sch �r `•\ d n lirrr l Vicinity Map SCALE I _`000' Set Revised 2/4/97 SEP11'Al HE U, 1990 (�ilbert W �� I iffc>rd & ASSOC1�1teS, Inc. Engineers - Land Planners - Surveyors 150-C 01de Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (703) 898-2115 (703) 667-2139 VIRGINIA SHEET INDEX 1 COVER SHEET _ _ W 2 SITE GEOMETRIC PLAN 3 SITE GRADING PLAN 4 OFF -SITE SEWER PLAN & PROFILE J' - OFF -SITE SEWER PLAN & PROFILE 6 PUMP STATION PLAN 7 EROSION CONTROL & LANDSCAPE PLAN -- g DRAINAGE PLAN y STANDARD DETAILS - u 10 STANDARD DETAILS 11 STANDARD DETAILS 11A STANDARD DETAILS / FLOOR PLAN I LEGEND EXISTING GRADE PROPOSED GRADE PROPOSED PROPERTY LINES PROPOSED EASEMENT AREA PROPOSED SAN. SEWER & MANHOLE PROPOSED FORCE MAIN PROPOSED CURB & CUTTER PROPOSED ASPHALT AREA PROPOSED CONC. SIDEWALK OWN A TE MAE SITE PLAN APPROVED ER DEVELOPER FARMERS LIVESTOCK EXCHANGE BAUSERMAN OIL COMPANY P.O. BOX 2696 2609 PAPERMII.L ROAD WINCHESTER, VIRGINIA 22604 WINCHESTER, VIRGINIA 22601 (540) 66 7- 1023 (540) 662--4944 APPROVED BY IININ(I ACMI f TRATO s� r ' f D DO ❑ CERTI7I0C91 NO. �n 5004__1________ EGISTERED Job Number------------- R PROFESSIONAL ENGINEER Sheet Number-__ of r 1 6/18/96 REVISED ,PER. AGENCY COMMENTS. dsf CEM "5004 - C , . x. . A RAILROAD SPIKE IN POWEP, POLE #N39047 ELEV.=809.73 4 —;�-�NUE VA. SEO. ROUTE 1317 UNP0STE-&-� SPEED LIMIT 40' R /W EX. EP EP ME T� 5" PERMANENT EASEMENT FOR ~� 15' DRAINAGE If ADDITIONAL RIGHT- INGR'ESS/EGEASEMENT RESS, SLOPE, DRAINAGE, 30' && UTILITY PURPOSES. _-_ J.--.-.---.--.------_ ______�___�_-- _. - _� _. __.____.------._._-____--------.__ _-___-__.. -� _ 11 DEDICATION REQUII _-_.-•---------__._---._-____.__-------__--- 15' RADIUS 11.77' �RARKING LOT �URB \,QFF R/W LINE -2-2-5 - - - 2.5' R N 19'45' E 94.00' 191.00' 5.00' \ �— - 4 'R .' — -- 20' 00 to o 5' R 77 \ 2 5jO 0' 2.50' 34' ' }� z 0 U GRAPHIC SCALE 20 0 10 20 Q ( IN FEET ) 1 inch = 20 ft. r 27 OS' 80 50' _ 15,00' 5 R3 R � y 5 R �. \ ---- 11 SPACES 1 �, 9 ' 60F S- I l � \\ \ 30, 89' 20' 2 HC i 5 SPACES 18.00, o- `) 9. L— J 2 R 4 ) I 1 15.00' )5R 60'26.00' 47.0 1 � wow 1 2D.00' 6.`1 5'R 22.5 R 2 7.5' 2 f� DOOR (j00R j 61, 26' \c' 2.78' T—jI DOOR PROPOSED HARDEE'SRESTAURANT } 24' - -- 20 s12' 3.0�3,996 sgft FF= 807.50 \ 9' 10'R \` , 22.5'R 1 0 2 7' U LL 0 `\ v PACES 1 8 S l \ \ � 2 SPACES 70' 'R 56. 10'_ 10' 18' 16.25' \ 20' 45' / R ---_'_- _ 5' R ao 24'- 145.30.� 31.32' 1.60' S 19'45' W 243 67' \ \ 50 G 15' DRAIIN GE EASEME IT 14' �..� I 2.5 R 1 1 y SAN. SEWE & DRAINAGE EA EMENT } e W 1 �t S I,n C 7 m 0 Z � m - -A 1 1 0 O m C� Z Q Z L tJ) m Z 7) _X1 m 1 1/2" SM-2A ASPHALT CONC. 6" BM-2 ASPHALT CONC. 8" 21-B I 12' -24'- 12' 4' /SAW CUT 3/=i 1 _I l� q 0 REGRADE EX. MEDIAN 01 DITCH TO 4' BOTTOM Cr TRAP & PROVIDE EC-2 JI W/ GRASS COVER. m 3 JI U SECTION "A--Y WEST BOUND DECEL LANE & MEDIAN RELOCATION PAVEMENT. * SEE SHEET 11 FOR DETAIL OF RTE. 50 EAST BOUND TURN LANES. 20' FC TO CL EX. PAVEMENT ASPHALT OVERLAY (MIN. 1.5" SM-2A) EX. PAVEMENT TO REMAIN SMOOTH CUT 1 i /2" SM-2A 1 1 /2" SM-2A 2" SM-2A 6" BM-2 �� 3" BM-2 8" 21-A 8" 21-6�' 8" 21-8 77777 EXCAVATE AND PLACE' NEW PAVEMENT WHERE OLD DOES NOT EXIST CLASS I CLASS II CLASS III NEW PAVEMENT NEW PAVEMENT NEW PAVEMENT WITHIN RTE. 50 RIGHT-OF-WAY. WITHIN WARD AVE. RIGHT-OF-WAY PARKING LOT & ALL EASTBOUND RTL'S TO RECIEVE RTE. 1317 OTHER PAVEMENT- AREAS CLASS I PAVEMENT DESIGN IF ADEQUATE BASE IS NOT E TYPICAL PAVEMENT DESIGN TO ACCOMODATE ANTICIPATEDATED TRAFFIC. SEE SHEET 4 FOR OVERALL VIEW PROJECT SUMMARY ZONING: RURAL AREA (RA) - NO PROFFERS - C.U.P.# 11-95 ENVIRONMENTAL FEATURES CURRENT USE: AUTO SERVICE STATION STEEP SLOPES: 0.00 ACRES PROPOSED USE: MOBIL OIL/ HARDEE'S CONVENIENCE CENTER WOODLANDS: 0.00 ACRES LOT AREA: 1.0727 AC. (46,728 SQFT) FLOODPLAINS: 0.00 ACRES TAX ID NUMBER: 538-((3))-1 WETLANDS: 0.00 ACRES MAGISTERIAL DISTRICT: BACK CREEK SINKHOLES: 0.00 ACRES TOTAL SITE DISTURBED AREA: 1.0727 AC. (46,728 SQFT) HISTORICAL: 0.00 ACRES SETBACKS: REQUIRED PROVIDED FRONT 60' 61.26' SIDE 50' 56.70' REAR 50' 52.78' FLOOR AREA: 3996 SQFT FAR ALLOWED: 1.0 FAR PROVIDED 0.085 BUILDING HEIGHT ALLOWED: 35' BUILDING HEIGHT: 16'2" PARKING SPACES: REQUIRED 34 PROVIDED 34 PARKING SURFACE AREA: 30,250 SQFT LANDSCAPING REQUIRED ( 5%). 1512 SQFT LANDSCAPING PROVIDED: (6.4%) 1940 SQFT PARKING LOT PERIMETER: 760' TREES REQIRED (1 PER 40') : 19 TREES REQUIRED (1 PER 10 SPACES): 4 TOTAL TREES REQUIRED: 23 TOTAL TREES PROVIDED: 23 CONDITIONAL USE PERMIT #11-95 APPROVED OCT 25, 1995 C.U.P. APPROVED WITH V.D.O.T. APPROVED ROAD ENTRANCE PLAN AS SHOWN WITH THE FOLLOWING CONDITIONS... -SITE PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO ANY CONSTRUCTION -ANY CHANGE OF USE OR EXPANSION OF APPROVED FACILITY WILL REQUIRE A NEW CONDITIONAL USE PERMIT. -WHEN PUBLIC WATER IS AVAILABLE TO THIS SITE, APPLICANT MUST INSURE ADEQUATE WATER SUPPLY FOR FIRE PROTECTION IS PROVIDED. THIS MAY INCLUDE INSTALLATION OF A HYDRANT AT THE EXPENSE OF THE APPLICANT. -THE SITE ENTRANCES SHALL BE CONSTRUCTED TO VDOT STANDARDS AS PRESENTED. ANY CHANGES TO PLAN AS PRESENTED SHALL NOT REQUIRE ADDITIONAL APPROVALS. REVISIONS JOB NO./DWG. NAME: 5��4—SPI.C�W�' I f x C.E. ADD JR. Q CERTI FICAN0. Z REGISTERED F'RENGINEOFESSIDNAL ENGINEER " Gilbert W. Clifford and Associates Inc. Engineers Land Planners — Surveyors 150-C ❑lde Greenwich Dr, 200 North Cameron St, Fredericksburg, Virginia 22401 Winchester, Virg 1nla 22601 g� g _) (540) 898-2115 (540) 667-2139 HARDEE �S � MOBIL OIL RTE, 50 WEST CONVENIENCE CENTER SITE GEOMETRIC PLAN Sep Revised 2/4/97 FREDERICK COUNTY, VIRGINIA seal<� no. — date _ description by ckd. ------ -- - - DATE: SEPT. 20' I995 N 1 6 16 96 REVISED PER AGENCY �COMMENTS - DSF CEM SHEET 2 OF 1 2 10 15 96 REVISED PER FREDERIC:K CO. PLANNING DEPT. COMMENTS DSF CEM ---` -- DESIGNED BY: C.E.M. 3 11 18 '96 REVISED PER V.D.O.T. ('COMMENTS DSF CEM 4 1 28 97 REVISED PER FREDERIGK CO. PLANNING DEPT. COMMENTS DSF CEM - - DRAWN BY: D.S.F. 5 21" '� '' '' " '�— APPRQVED BY: C.E.M. -- — — ---- — -- -- TOR TUGA I RESTAURANT`po `per' - EW-11A N IF' C-4 nn KATHLEEN .V BUCHER RAILROAD SPIKE IN POWER POLE SEE SHEET 4� "� tt 1 DB 444 PG 1 #N39047 ELEV.=809.73 FOR PROFILE c TM5130 _3- 5 / '� �4 USE : COMMERCIAL f G-2 A '� ZONING RA jr FpR CG-2 ELEVATIONS sF OWN - 'a-, EX Asphalt SEELEVATIONSE DETAIL SHEET 11. l / #4 (DI-7) � / ElTtranCt= I E III GRATE �- -805.20 + COm�ercial - -- -- -- -- - 1� 00 Z C-7 250'+ SIGHT DISTAN C-3 ZVA. SEC. ROUTE 1317 UIMIT$ OF PAVEMENT OVERLAY N �y \_ UNP0STE&, SPEED LIMI T -v 40 R/W 5' PERMANENT EASEMENT FOR 15' DRAINAGE IEGRESS, SLOPE, DRAINAGE, +- EASEMENT STIR (�DIO 3B) NGRES / RELOCATE POWEk POLE & UTILITY PURPOSES �\ 30 CC--12 "d --1 -- Vffigp - \aD `Oc� / IN 190 C C-6 — - — / 5 — _ n a Ln N 19*45E "0U.00 - _ o sow -- -- --_ — _ - - #7 - - MITRE END r t P t1 r k r {� _INV-804.50 -._. - - - ✓ J 20. ----- d 0 i A 1 _ 9' PROPOSED YARD 11 SPACE (9 S ` :21G( ) _ IN*A_ PARKING EL T NARD° & ALONG v ' - 0 0.89' 1 _ 6' FENCE s UNMERGROUND FIJ_EL x ST/ Hr STOI�AGI= TANKS.. r) HC SIGN ,PACES r Q1 k N 0 7 �1 , (I �h - xe ci 41� �Q o21 9 6 4 9; QL r1 C) Q /z �,1� . HGT-20' -a> �o � o \ ` OVERHEAD l ✓T `� EX. BUILDINGS TO I CANOPYLr) t ` k' \� , CtD BE REMOVED. 26. � I 47.0 U w Q) r :;� Q 1 EX. SIGN TO u z 1z . �•� Q, / ? 1 1 BE REMOVED I I Kt Q ° PROPOSED WELL i#h� Si U c� r� C� >, LOCATION , ---j C)CL I '.� C7 l� I ( IE WAY SIGN' 4' 6 QLi u' C_j SIGN "A" t r, o 20.00' v, ZF= q LOADING AREA 3 CG 12 ` ti CONTRACTOR TO DRILL 27.5 TEST VA CLASS IIB WELL �. '�' I ' _Tr (SEE PERMIT WS 95-456) ,�'� �y� <; OOR ` - xyh / FOR WATER LINE & WELL ` DOOR / PROPOSED CONSTRUCTIONS DETAILS - HARDEE'S I ^' SEE MECH. DRAWINGS FOR BUILDING. N ��� RESTAURANT _ 24' — 3,996 sgft i 0i FF= 807.50 1 -�. 1 g SI p �---- --- - -- CONC. F ° \ `'' C:O. 0 12C.O. --- 0 CONC. PAD (7'x10') DO NOT ENTER J 1N ONE WAY SIGN SFw DUMPSTER AREA q r SEE ETAIL SHEET 11 ° 2 SPACE- 10' g0� g SPACES - \ 1 _ � - / � 1 f ' 18' � B i J. oo . 45 04 ,- - _ — 20 - ---- GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. REVISIONS i no. date description 1 6/16 96 — REVISED PER AGENCY COMIMENTS 2 10 15 96 REVISED PER FREDERICK CO. PLANNING DEPT. COMMENTS 3 11 18 96 REVISED PER V.D.O.T. COMIMENTS 4 1/28/97 REVISED PER FREDERICK CEO. PLANNING DEPT. COMMENTS oro — S 19'45' W 90 243.67' Farmers i_ v e s t o c k r xch ange, r D B 1 9 6 P G 2 0 T M a 3 -- A- 8 3 COMMERCIAL ZONING : RA i JOB NO./DWG. NAME: 5004 -SPI . d w by ckd. DSF CEM DATE: SEPT. 20, 1995 DSF CEM - DSF CEM DESIGNED BY: C. E. M. DSF CEM — DRAWN BY: D. S. F. — APPROVED BY: C.E.M. MATCH EXISTING PAVEMENT & GRADE HERE rn cr o� i o REALIGN CROSS OVER REMOVE EX. CULVERT EW-11 A OBSCURE EXISTING PAVEMENT SEEDING PER GENERAL NOTES. N/F H. CLAY DEGRANGE ES! TM53-.A-68 USE : AGRI. ZONING RA !I CGr-12 STR #3 �1)I-7) l TYPE "B GRATE z o z RIM 804.80 INV= 00.60 IN = 1.70(15") 0+00 % - \ A REM VE EX. CULVEf T C 7 ALONG RTE, 50 SEE DETAIL 1 < \\ SHEET 2 +1 5v f0 1 Yy• + A ,G 12 n VDOT ONEWAY SIGN Qo C- 1 0 0 0 100W,�M CG-11 } p- 0-12 j 10.5' 0 12' \� STIR #2 (01�7) RIM=803.50k, Si IN=799.30 IN =799.80 15") / OU T= 799.30 ` C-1 ,N STIR #1 (DI- ) 2p ` RIM=804.00 OUT= 799.90 `V fi o o. i ``ONE SECTION OF 4" RCP o '. ;FOR VDOT CONNECTION ya �tELOCATE POWER �OLE �o LUME �? AEMOVE TEL. BOOT>i SECTION OF RCP O v, OCK CLOSED. - g 15' DRAI GE =-- - EASEME T in — 0 1 o NEW 24" RCP o BY V.D.O.T.ip l�1 O REM!O,VE EX. CURB l \ i M Z 12 SEWE STUB o, (� f + rn; � - A MANHOLE #2 RIM=804.00 C OUT=797.10�� �G C M i q 0 (0 A U� 00 c� w M 2 SAN. SEWED & DRAINAGE EA�EMENT ,. Z 73 r l CC -- T\ INGRESS/EGRESS EASEMENT 0 M NOTE: FIRE HYDRANT TO BE PLACED WITHIN 300' OF STRUCTURE WHEN PUBLIC WATER IS AVAILABLE AS PER FREDERICK COUNTY FIRE MARSHALL P H oc- -- C.E. ADDO , JR. z O CERTIFICATE NO. .a v 7091 REGISTERED PROFESSIONAL ENGINEER Gilbert W. Clifford Engineers 150-C Otde Greenwich Dr, Fredericksburg, Virginia 22401 (540) 898-2115 r ` EX. 10' OFF`5ET � (F.C. TO E.Pkt) I — -- - -- — ---- - CD o808 o U-) — �— Iz CULVERT #1 9.44' - 15" RCP ® 1.06% 804 f- ---CULVERT#2 — 146.84' - 36" — --- - - -- -- ---- RCP ® 0.88% 000 00 0) r' i r �� d d 0 rn �� 0011 808 O U o -- 00 I 4 00 4 I I � -- - - --�-r - -- CULVERT #3 56.39' N 36" RCP ® 0.71% cp O O 0 II II z O 0+00 1 1 804 1 0 0 0 00 II D 0 i i "a: 806 w 804 w 802 a I 3 800 1 +00 "-808 0 00 4 O 00 II z G EXISTING GRADE PROPOSED GRADE \ ASPHALT COATED 75.00' 23%14" CMPA 0 733%'0 i � �t o o o CULVERT #7 00 > z > z 8081 8061 [Iiin I 802 800 0+00 + 75 m � o 00 0 0 11 X :2 I— 11 :2 Ln0�: CULVERT #5 21, 66' - 15" RCP ® 0.92% --' CULVERT #6 136.00' 15" RCP ® 1.91 0 0 0 00 00 00 0 11 11 II ZZ _ -- ------- - - - - - --- — ------ -- z 0+00 1+00 HARDEE'S N MOBIL OIL RTE. 50 WEST CONVENIENCE CENTER Land Planners Surveyors SITE GRADING PLAN 200 North Cameron St, Set Revised 2/4/97 Winchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY, V11''.INIA, and Associates, Inc. Scale SHEET 3 OF 11 8041 w NEW PAVEMENT PER SECTION "A --A" 2 OF 11 1 1/2, 6tRLAY EX. PAVEMENT 60e TAPER 'T A, 190' TURN LANE ;RN LANE 1 W TAPER ---- ----- DITCH LINE BY VD.O.T. ------ �04 V.D.O.T. CULVERT "A" C_ 4 12 Rcp STR #1 STR # M RE END STR #4 GRADING AS NECES4ARY FOR INFLUENT DRAINAGE REPLACE CUI OWN AS SHOWN I R #3 REQUIRED. STR #2 RM#N:39047 ELEV.-809.7 SPIKE N POWER L 4y -U. Power Ff" y ASPHALT �'� / / (TO BE kDErNLw*A_yD IN R le 810 800 790 O C11 co z LJ Ix uj 10 4k, . . . ...... ..................... C­4 120.00' 30" RCP 0 1.2 5% .......... ... 0 0 0 0 FD 00 CO II II ff ff D (D 0+:)o 1+01) r% 810 810 0 V) F— w _j LILJ 0 zm LLI r 900 790 791 00 -799 �e—�V.D.O.T. CULVERT E3' BEGIN SU2 0VT sm-3 am's LUI ROSSING am ULTRASONIC FL' All au, SUPPORT REQUIRED FOR POLE Aw �2 AVEMENT REPL 00 EN CUT t J, 5 20' SEWER & DRAINAGE EASEMENT 2+0() P I- —I N/F PAVEMENT REPLACEMENT— KrEON—RAMP 8 MANHOLIi#2 FARMER'S LIVESTOCK EXCHANGE. OPEN CUT CROSSING MANHOLE #1 —j5O'x7O' ACCESS ESMT. I'll / 1 I—Al� RELEASE VALVE A7 6+(D( PROP28E I I 1 �5PUMP\ STAMON N/F W12 TOP— ANDERSON 4 FORCE MAIN INV IN=795M \ / t— GRAPHIC SCALE 40 0 20 40 ao ( IN FEET ) I inch = 40 f t. 160 JACK do BORED ROAD CROSSING rri C O C Uj 0 00 cc co ZaaII < O Cr EXISTING GRADE - _ `— __R — — ____/ _ —�' VIN. 36" C O V BACKFILL WITH 21—A PAVEMENT REPLACEMENT 13ACK -ILL. or) OPEN CUT CROS'SNG WITH PAVEMENT P 1--A ACEMENT 8" PVC GRAVITY SEWER OPEN CUT ' ROSSING 4" FORCE/ MAIN ------- • (SDR-21) ------------- -------------- 551f 10*SWCC, 25" Th 36' STRAIGHT & MIKE- —REOWUI—R JACK & BORED ROAD ROSSING BY VDOT ' ETHODS CONTRACTO UST OBTAIN VDOT APPROVAL. 340' N 8* PVC 0 0.5157. 1,,-) n 0 Un (6 z 'D z 27.55' -, 8" PVC 0 0.544% > cr) 0 Mi L� < r, ;I Lj 0 6 C11 OQ 00 00 no 00 00 0 OD 0 0 co 0. 114 <7 0 00 - 0� 00 _j 0+00 mrorf, 2+00 3+00 4+00 5+00 6-00 Me, 800 790 CLASS I CLASS 11 CLASS III EX. PAVEMENT OVERLAY REVISIONSscale JOB NO./DWG. NAME: "5004-PR3.dwg" I H 13/- -- CE, ADD , JR 13 CERTIFICATE NO, 0 7091 REGISTERED PROFESSIONAL ENGINEER 11x 10 Gilb(---�lrt W. Clifford and Associates, Inc.. Engineers - --- Land Planners - Surveyors HO North Cameron St, 150-C Otcle Greenwich Dr, 2 Fredericksburg, Virginick 22401 Winchester, Virginia 2.2601 (540) 898-2115 (540,) 667-2139 HA�lJ�.�'S r,-j MOBIL OIL 1 _1ONVENI �NCE CF NTER RTE. 50 WEST C E OF[ _S1 TE TORM DRAINAGE PLAN Set Revised 2/4/97 FREDE--RICK COUNTY, VIRGINIA 1 40' no. date description by ckd. 1996 DATE: MAY 15__—_ 1 6/18 6 REVISED PER AGENCY COMMENTS dsf CEK4 SHEET 4 OF REVISED PER V.D.O.T. COMMENTS dsf CENI --- DESIGNED BY: C.E.M. _-_--_, BY: D.S.F. _DRAWN BY: C.E.M. -----APPROVED 5,( REIP CO 8" Diam BLOCKOL (typ. of two requ 4" GALV. VENT--- w/SCREENED MUSHROOM CAP cV r- HALLIDAY S1 R-30 ACCESS HATCH 12" 2' 4" PLAN VIEvv 6' 0" 6" NOTES: 1. NEMA 3R DUPLEX CONTROL PANEL SUPPLIED FOR ON -SITE INSTALLATION AND ELECTRICAL HOOK UP BY THE CONTRACTOR. NEMA 4 X JUNCTION BOX REQUIRED. 2. ALL CONTROLS TO BE INSTALLED IN NEMA 3R CONTROL ENCLOSURE. 3. WET WELL SHIPPED IN SECTIONS, HEAVIEST LIFT WEIGHING APPROXIMATELY 18,000 Ibs. VALVE VAULT SHIPPED IN ONE PIECE WEIGHING APPROXIMATELY 14,000 LBS. 4. 4" DUCTILE IRON PIPING AND CAST IRON FITTINGS REQUIRED IN THE WET WELL WITH PLAIN END STUB OUTS 1 FT. OUTSIDE THE STRUCTURE. 5. EACH PUMP SHALL BE FURNISHED WITH A RUNNING TIME METER. MEASUREMENT TO BE IN HOURS. 6. THERE SHALL BE NO ELECTRIC BOXES OR SPLICES INSIDE THE WETWELL. 7. PUMP CONTROLS SHALL PROVIDE FOR ALTERNATE PUMP OPERATION. 8. PUMP LIFT HOIST TO BE HALLIDAY PRODUCTS MODEL # D1A248 WITH FLOOR MOUNTED S.S. SOCKET. 9. TWO PUMPS AS SPECIFIED TO BE MOUNTED IN THE WET WELL. A THIRD PUMP SHALL BE PROVIDED TO THE OWNER IN ITS SHIPPING CONTAINER. HALLIDAY S1R-3030 ACCESS HATCH-,� N z ' 12" 12" . GALVANIZED LIFTING CHAIN REQUIRED BUT NOT SHOWN ALARM LAG PUMP • LEAD PUMP - OFF 4" GALV. VENT w/SCREENED MUSHROOM CAP ° ALUMINUM i�ACCESS LADDER O OL&W CHECK VALVE 2, ° GATE �i VALVE V STEEL PIPE ° SUPPORTS IL 2" PVC VAULT DRAIN LINE WITH BACKWATER STOP PROVIDED FOR INSTALLATON BY CONTRACTOR 6" GRAVEL BASE SECTION VIEW !'UMf' Ll UWt - Model Rpm Motor BHP Voltage/phase required Impeller Code GPM actual TDH actual (f t) Pump height (in) f L YU 1 (SAMPrSib(e) CP-3127 1750 fto 208V/30 484 H,H. 200 59.24 24,5 rC,E,, -1 H r ADD❑ JR. o CERTIFICATE NO, U 7091 a REGISTERED PROFESSIONAL to load side of� meter main disconnec t Ut breaker panel overcurrent 1r r r SO c-11 light protection recept Cie outo-dialer (inside enclosure) ground per N.1 C. telephone line code ELE TRICAL PANEL ENCLOSURE alarm wiring to (in separate conduit) generator receptacle o control 110 v alarm panel high water light and horn alarmcontacts (with manual on/off switch) STATMN OVERALL WIRING high water (wet well) - r,' pump #1 failure ADAS te(enetemg pump #2 failure dialer � 3 phase power monitor ,y, r7c,,{yi+i+�_� US I hioh INN input tellone _ wntg `wet well) s sor or ocal lignnt and horn TELEMETERING ALARM SEVER PUMP STATION TYPICAL VIRING DIAGRAMS Figure 20 weatherproof tight Sie fixture 100 watt hps Mounted on extention arm 2' above and 1' In front of enclosure, weatherproof vibratone horn enclosure mounted on post electric 4 me er socket underground power concrete 18' dio, hole - 6'x 6' pressure treated posts SECTION PAGE C.3127 SUPERSEDES ISSUED 4/86 FAMILY OF PERFORMANCE CURVES 12 10 1 r Y 8 2 _-- 3 a 6 4 4 O O 100 90 30 CURVE IMPELLER PHASE Gilbert W. Clifford and Associates, Inc. Engineers Land Planners Surveyors 150-C 0(de Greenwich Dr. 200 North Cameron St, Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (703) 898-2115 (703) 667-2139 generator hookup L to pump • station I.A SEVER PUMP STATION CONTROL ENCLOSURE Figure 19 Pump Station Design Notes osure Constructiom 0 to meet NEMA 3R standards a) 4'-0' (W) x 4'-0' (H) x 1'-0' (D) -) 12 go alvnnized steel �) double doors with U heavy duty hinges 2) heavy duty 3 point latching mechanism 3) heavy duty hasp (for padl-ock) ?) drip shield F) back panel (of 12 uagqe steel) to provide a minimum o� 5/8' clenrence f ol(owin9 items are to be counted in enclosure' n) double throw transfer switch b) circuit breaker panel c)110votlet d) ADAS Log autodinler e> phone jock ntrols to be in their own enclosures and mounted inside panel enclosure. ride 110 v outlet to be on separate circuit I, erhend light to be on separate circuit and lave on/off switch inside enclosure. arm light and horn to have manual on/off twitch aside control enclo ure. aerator hookup shall be �ussellstoll i _ntalooqq no. 7334-12 arm light and horn shall be Federal i _lectric model 350w (weatherproof iibrntone horn with light in weatherproof >nclosure), I DESIGN FLOWS Fast food Restaurant No of Seats - 50 Flow per day per seat - 180 gal Restaurant flow per day - 9000 gal Service Station, Vehicles served per day - 1000 Flow per day per vehicle served - 10 gal Service station flow per day - 10000 gal Gravity Service Area Additional area draining to pump station - SG ac Flow per day per acre served - 1150 gal Residential flow per day - 87500 gal Sewerage flow per day to pure station - 1065M gal Average flow to pump station - 13,% gpn Peak flaw to pump station 185 factor = 2.5 At F.M. Din (in) = 4A0 F.M. Velocity (fps) = 4,72 Wet Well Volume Required for] minute off cycle (tuft) = 25 Wet Well Diameter (ft) = 6 1 depth vol =20 (tuft) Required Working Depth (ft) = 0,87 IArSIGN ELEAUNT,S• Low water level 192.75 Force Hain discharge elevation - C3-:-,a Static Head (Ft) 16.25 Force main diameter (in) 4 Design pump rate (gpn) 185 Length of Force Hain (ft) 1185 Fitting and other losses (ft) 135 Force Hain equivalent length (ft) 13Z0 Henri Loss (ft/100ft) 3.140 Total friction tosses (ft) 3721 Total Dynamic Henri (ft) 53,46 At Initial lonrxng, time from pump off to pump on (ran) = 24 Total Dynamic Head Determination discharge - 809 F,M. D(inJ= 4 low water level - 192.75 C= 120 L(FtJ=1185 gpm static head friction loss fitting loss vel. head TDH Velocity int - 10 (ftJ (ftJ (ft,) (ftJ (ftJ (fps) 0 1625 0,0000 170 0,0000 16.25 0.00 10 1625 0.1678 170 0,0004 16.42 026 20 16.25 0,6050 170 0,0016 16.86 0.51 30 1625 12808 170 0.0035 17,53 0,77 40 1625 2.1809 170 0.0063 18,44 1,02 50 1625 32955 110 0,0098 19,56 128 60 1625 4,6174 110 0.0142 20.88 1.53 70 1625 6,1412 110 0.0193 22.41 1,79 80 1625 1.%21 170 0.0252 24.14 2A4 90 1625 9,7162 170 0,0319 26,06 230 100 16.25 11.8801 110 0.0394 2817 2.55 110 1625 14.1109 110 0,0477 30.47 2.81 120 1625 16.6458 170 0,0561 32,95 3,06 130 1625 193026 110 0,0666 35,62 3.32 140 1625 22.1390 170 0.0772 38,47 3,57 150 16,25 25.1530 170 0.0886 4149 3.83 160 1625 28.3428 170 0,1008 44.69 4,09 110 1625 31.7067 170 0.1138 48.07 434 180 1625 352431 110 0.1276 51b2 4.60 185 1625 37,0756 170 0d348 53.46 4.72 190 1625 38,9506 170 0.1422 55,34 425 200 1625 42,8218 110 0,1576 5924 5.11 21G 16.25 46,8734 170 0,1737 63,30 5.36 220 1625 51.0861 170 0.1906 67.53 512 230 1625 55.4641 170 0,2084 11,92 5.87 Fitting Quantity Eq. unit len,(ft) Eq. lea. (ft) 90' el 3 17 51 22 1/2' el 6 9 54 branch tee 1 29 29 check valve 1 26 26 valve 2 2 4 Eauiv lenoth of fittinos -164 use - 170 1 12 18 95 REVISED PER F.C.S.A. COMMENTS. daf CEM no. date description by ckd. REVISIONS ���� �� DRAWING N0. EES "5004-PMP dwg" ��� y�� ;�\� '(� ��[� DATE. �.`�1 V 1.Le�.� 1LLG�\�(�J.L'e ���J 111CeR SENT 28, 1995 PUMP S TATHO1 V SHEET --- Set Revised 2/4/97 nc 1 1 L---''— TOR TUGA PIPE OUTLET CONDITIONS RESTAURANT ��� ' �a ��.' SILT FENCE CULVERT INLET X. N/'F CI, PROTECTION A A KA THLEEN M. BUCHER 11 OB 444 PG 1 ado CY 1 ------------- ---- TM .,38 3 5 � < USE : COMMERCIAL - - 1 i, TO( Of FOU ' PIPE OUTLET TO FLAT ZONING' RA O— AREA WITH NO DEFINED ^/� \ tt I I PLAN VIEW CHANNEL -- Ex. Aspholt ` \ , L mme,-vial Entrance _ Co e ; > --- --------- - _---------- --- --- ---- ---- d �,�, a a a �r a a a a a a a •— l� / ' • J TO[ UI ILL SECTION A -A fUtIll CLOTH KEY IN /'-W RECOMMENDED FOR E� PERIMETER --- ..__.._. • .. � . SILT FENCE 'oISTAF,cc IS r MM•.LAI R rtan JAPANESE HOLLY HEDGE �. N' ,, L �„ A ado (MIN ) K TOWARO ELBM{cMCNT 1 Z BURNING BUSH lop ZFLKOVA I n * * do / CCE)�-C) OPTsONAL STONE COMBINATION �--- �c� t , DEFINED PIPE nCHAN EL TO WELL 30' _._.P _ C _ � C PLAN VIEW .7 �� „ o -• H. CLAY I)E(�RAN�'E E 1.0• I.•------1-- o�-- __ 0 `� 7M 53 -A 6 L O n ° - USE. AGRt. FLOW , --rj a'o — = P I ,� ZONING RA ° d I SECTION A -A i ? ►ILTCII CL0711 KEY IN { -R' RECOMMENDED /'0■ ENTIRE PERIMETER RED MAPLE (21 UE V ' a t k �C C� CPO I �\ OP NOTES I APRON LINING MAY BE RIPRAP GROUTED RIPRAP GABION >� r, ( t \ CUSS I NOWAP BASKET OR CONCRETE Jr '• VDOT #3. #357 Olt OS COAASE AGOPM79 2 14 IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED �v \ , — �0 �C" > i ncN vcLocm or Isar S EXPECTED (� �1t GOL TIP JUNIPERI"F F. •� TO REPLACE Y O ► N IN • NORSClo, ./a USING PLATES 3 le-3 AND 3 le-. J EQ �• �1 rQ { '! �.. \� 3 d - 1 5 TIMES THE MA%IMVM STONE DIAMETER. BUT NOT Y\ p i �Y`, LESS THAN a INCHES. PROPOSED YARD ---- — - '", 1 \ ( I LIGHT (TYP.) I 9' `� o s a�>s =1 SILT FENCE DROP INLET �\ ' i GRAVEL CURB INLET SEDIMENT PROTECTION FILTER t=_ 6' FENCE 2 M •• VDDR FRAME DROP 1wC7 vITN wAYE I) T.I HC SIGN c' GAR MAPLE (2) 15 IMR _ NNAMK �. p :K n1 r - �� ti Ci3 _ i -� 1 I G I c1- C C I U I) / I \ �� �--- S 1 L Air Z,. Ce (a -ri rb 4.1 p \ �\ y� 1 j I GATHER Ck' - - Q a) '� a� �O �) \ c�_ I I I I ll� ? CAIcCEa.cNSLc� PERSPECTIVE VIEWS Ir r�l `Ia I :;f Q Cu v E3 PROPOSED WELE_ _ y t Si n } I F WATERGRAVEL FILTER' � MESH Ul I u C7 tC.� I z I LOCATION xb� - >� sIANc I RU«Or I I FILTERED WATER a C1_ I I L2 I I \ t �- _` , riOLOTIF� JUNIPER(4) c / (� c D .... < rn �. x. O 0� ' A{aIc o _ I lfl 4 — 1 ee ^� C a N III -L , Ir In Q) f \ y1lpAr�c. a SEDNAENT (! A A, JAPANESE MAIL ELEVATION OF STAKE AND - N FABRIC ORIENTATION DETAIL A GwE. SET wom`� ^ �` CONCRETE GUTTER IZ' C7 i SPECIFIC APPLICATION CD SPECIFIC APPLICATION tV — ` t THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE �Q Bl-LIE PRIM SS „ ` INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THIS METHOD OF IN PROTECTION IS APPLICABLE AT CURB INLETS HOLLY \ rttAN 5-:) WHERE THE INLET SHEET OR OVERLAND FLAWS (NOT WHERE, PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE - _ ` INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED \ _ \ EXCELDING 1 C F S ) ARE TYPICAL THE METHOD SHALL NOT d �� """• :r \ APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH AS AREAS IP IN STItEET OR HIGHWAY MEDIANS \ 1 ` GRAVEL SHALL BE VDOT 03, #357 OR 5 COARSE AGGREGATE PROVIDE CIP UNTIL 1 ,-------- - - --- - �T ;:.. IP 1 IS SET. � RED MAPLE (2)-•-_.__. �c�9 � \ � \� / `� \ " - ______.__ POCK CHECK DAM STONE CONSTRUCTION ENTRANCE AftA _ _ 1 \ _ DRAGON YE: PINE , 1 Inv.= 01.67 I 2 ACRES OR LESS OF DRAINAGE AREA — C7 �,. —__ - a •Q � `'� ---------- , »' HIM. iw[KHT �� BURNIN BUSH(4) \ ; A p �--- 0a CRIMSON BA' BERRY(3) HOLINTAILI CLAN C . PAD (T x 10') t / ..k- �. FILTER CLOTH r Mw. A 0 CIMAALi FERN PANESE HOLLY HEDGE' \ ( FILTER CLOTH SIDE ELEVATION p I (OPTIONAL) . / BURNING -HUSH �' �� i al:Tac r�wND DUMPSTER AREA 11 (DOWNSTREAM VIEW) SEE ETAIL SHEET 11 aQ� JAPANESE HOLL HED 7_ELKOVA \ �" � "° Mum.7 ! t1 I� �BU'RNI SH \ __. t �'� VDOT n e WASHAACK 10MH \ I �• IRE' �' A $, COARSE AccRECAn �aNMa SUGAR M LE (2) ---� j, 804 -.4 �Y FLOW ♦,� 31{ Nw ^� co, /{y -?0. _ Fv�"._ {E' Him* f �AVEIIIN'T — ol j T _ _- ``_ --- �, ----_ CAUSE AGGREGATE I To EEe■<Nr - VDor a PDEItEVE t*A1AMt.0 Lr NIL« / --- -- --- 2- 10 ACRES OF DRAINAGE AREA.e I TRAPPING DEVICE ./ MUST EKTEN�ID FVLL N10T1! or I%GRESS AND EGsSS p LA N VIEW �(^ d•A __ t ; OPERATION Ir MIN GO LDTIP IPER(3) 11 7 F-ormers Livestock Exchange, Inc \ �� ' � FILTER CLOTH r D, B 1 9 6 F' G 2 0 \`\. o (OPTIONAL) 7 M 5 3- A� 8 3 \\\ (DOWNSTREAM VIEW) FILTER CLOTH cr SECTION A -A USE : COMMERCIAL VDOT F I I {• ZONING RA COARSE AGGREGATE SAN. SEWE &DRAINAGE EA�EMENT RF'CD � �p) w INLET PROTECTION RFCD ROCK FILLED CHEI{\CK DAM �' a REIHFDRCED CONCRETE DRAIN SPACE ) `'� --_CLASS I RIPRAP -REQUIRED SHADE TREE (23 TOTAL) i \ __-----_-__.____-- -_-- --- __--- SECTION B-B �OP M OUTLET' PROTECTION OSF ----SE---- NSILT FENCE AS NOTED, 4' TALL AT TIME OF PLANTING) /� \ I A i N SHRUB AS NOTED. l� PLANT NZ TREE SCHEDULE CI ti CULVER'T INLERT PROTECTION NOTE: , 1 ALL AREAS OF DEVELOPMENT NOT USED FOR BUILDINGS, PAVEMENT, QTY TYPE ,/ NAME REMARKS QTY TYPE / NAME REMARKS AND WALKWAYS SHALL CONTAIN A GROUND COVER INCLUDING GRASS, ti AREA OF ADDITIONAL LANDSCAPING 4 RED MAPLE 2: CAL. 6� - 8' HGT. 11 GOLDTIP JUNIPER 18" - 24M HGT. TREES, FLOWERS„ SHRUBS AND OTHER LANDSCAPE MATERIALS. THE 4 SUGAR MAPLE 2" CAL, 6 -�8 HGT. 48 BURNING kTUSti t8" - 24" HGT. - TO BE LANDSCAPED WITH A VARIETY OF PLANT 7 RED SPIRE PEAR 1 --2 CAL 4 - 6 HGT. 85 JAPANESE HOLLY 18 -- 24 HGT. CE (CONSTRUCTION ENTRANCE AREAS WILL BE MAINTAINED IN A HEALTHY CONDITION AS PER & FLOWER TYPES IN ADDITION TO PLANTS 9 ZELKOVA 1"-2" CAL 4' - 6' HGT. 7 BLUE PRINCESS HOLLY 15" -- 18" HGT. FREDERICK COUNTY ZONING ORDINANCE. SIGHT DISTANCES TO BE REQUIRED AS SHOWN & LISTED. 1 JAPANESE MAPLE 2' - 3' HGT. 3 CRIMSON BARBERRY 12" -- 15" HGT. MAINTAINED AS REQUIRED BY VDOT FOR ALL TREES AND PLANTS. 1 DRAGON EYE PINE 2' - 3' HGT. REVISIONS c scale JOB NO./DING. NAME: 5004--SPI.dwg I o� � HARDEE'S � MOBIL OIL 1 no. _ date —------------------ description -'----------------- by clod. --..— ---------- •------ p,L = 20' -_1 6 16 96 REVISED PER FREDERICK CO. PLANNING DEPT. COMMENTS — dsf CEM DATE: SEPT. 20, 1995 Clifford i f f o r d and Associates Inc. C -__— — — _ — __ Gilbert W. CONVENIENCE CENTERSHEET L96REVISED PER OWNERS COMMENTS dsf CEM - ---- f' RTE. 50 WFST 1 30 97 REVISED PER OWNERS COMMENTS _ dsf CEM DESIGNED BY: C.E.M. 7 -.- _ _ _ _ _ _ _ _ C.E. ADI?DX, JR. Li Z/o4(47 REVISED Mir FREi>E LCK co ;t.Ar-joicic, DES►'. CLw11 tEVj1i21 (�rf' r-�+1LI - - -- -------- a CERTIFICATE NO, � EROSION CONTROL & LANDSCAPE PLAN OF —_. __. _ _ - _.—_---_—_ DRAWN BY: �' 7091 D U.S.F. Engineers - Land Planners -7— - Surveyors --- _--. — - — —------- - --- - --- REGISTERED 150-C ❑lde Greenwich Dr,, 200 North Cameron St. Set Revised ` 1 PROFESSIONAL Fredericksburg, Virginia 2.2401 Winchester, Virginia 22601 /4/97 -- - ---------- --- - APPROVED BY: C.E.M. ENGINEER g� g � x (540) 898-2115 (540) 667-2139 FREDERICK COUNTY, VIRGINIA ' A 0 I A. A R 1 r} z 808 , j 1 _ , j Alf j /37 �X Culvert "B11 Culvert "All 241' RCP ,2411 RCP i' 1 rr by VDOT by VDOT/ 1 / 1 C- 1 800 use -_ \ ­_ -_ -_ //I i �.-� - � � �� / � - '•, `. � � �-- _- _ � � � art �t se ft to ^�1 - --- 17 x 905 2 1�ExrooTn_T, rr 11 � Pit ; 77 -xal - - --- � Pit rAc.IsED A4_ { Parking Area ri x DA "Ell = 5.2 Acres A 82 1 1 ft 803 eX a KA s&At op xi ~�f r tiCY C �X or -'jI It I i \ ~\ 1llr x K / 1 r WL �. z N 200 PLAN VIEW N SCALE t = 200' M DA "A" = 24 AC. EH = 840 EL -803 E =37' L =1400' tc = 10 min. 110 5.5 in/'hr Ceff = 0.35 Q10=0.35x:5.5x24 = 46.20 Use 36" ® 0.9% or 42"x27" RCPA DA "B" = 0,9 AC. tc 10 min. 110 = 5.5 in/'hr Ceff = 0.35 Q10=0.35xc5.5x0.9 1.7 Use 15" or equivalent DA "Al" = 16 AC. tc = 10 min. i10 = 5.5 in/hr Ceff = 0.35 Q10=0.35x5.5x16 = 30.80 Use 30" or 38"x24" RCPA DA "C" = 1,0 AC. tc = 5 min. 00=6.7in/hr Ceff = 0.75 Q10= 0.75x6.7x1.0 = 5.0 Discharge at 2 points equal plan, or 2.5 cfs INLET COMPS Type I Q10 Slot/Size/-rvve I Str. 1 DI-3B 2.5 cfs 4' Slot Stir. 2 DI-7 2.5 cfs Grate Str. 3 DI-7 2.5 cfs Grate - Type "B" Stir. 4 DI-7 15.4 cfs Grate - Type III Str. 5 Mitre End 30.8 cfs - Str. 6 DI-3B 0.9 cfs 4' Slot Str. 7 Mitre End 0.9 cfs - RE' IONS no. 4ate _ description 1 5/24/96 Revised per VDOT comments 2 11/18/96 Reevised per VDOT comments 3 2/"7 Revised per Public Works Department IV DA "A2" = 8 AC. tc = 10 min. 00 = 5.5 in/hr Ceff = 0.35 Q10=0.35x5.5x8 _ 15.40 Use 24,or equivalent DA "D" = 2.6 AC. tc = 10 min. i10 = 5.5 in/hr Ceff = 0.5 Q10=0.5x5.5x2.6 7.15 DA "E" = 5.2 Acres ti = .10 min. i10 = 5.5 in/hr Ceff = .9 Q10 = (.9) (5.5) (5.2) = 25.7 cfs CULVERT DESIGN Culvert Design Size Type From Str # To Str # Q10 Slope (%) Q-full C-1 15" RCP 1 2 1.0 1.06 5.7 C-2 3611 RCP 2 3 52.9 0.88 54.2 C-3 3611 RCP 3 4 46.2 0.71 48.7 C-4 3011 RCP 4 5 30.8 1.25 42.0 C-5 1511 RCP 3 6 1.7 0.92 5.4 C-6 1511 RCP 6 7 1.7 1.91 7.5 C-7 23" X 14" CMPA EW-11 EW-11 7.15 0.73 11.0 _ NO./DWG. NAME: 115004-SPl Awg" DJ ckd. - dsf CEM DATE SEPT. ?0, 1995 dsf CEM - cm CEM DESIGN; 9Y: DRAWN BY D.S.F. APPROVED BY: C.E.M. rv A H� f R C.E. MADD X', JR. Z o CERTIFICArl" NO. -• v 7091 a REGISTERED PROF ESSIONAL ENGINEER (s RESIDENTIAL ENTRANCES Gilbert W. Clifford Engineers 150-C 01de Greenwich Dr. Fredericksburg, Virginia 22401 (540) 898-2115 GRAPHIC SCALE 0 100 20o 400 ( IN FEET ) 1 inch = 200 ft. ry 1' 1.'rFATCF ., �rNS 1 � UCTION OF A �S IL, (WITHOUT WIRE S U]_JP01 7') _ 1. SET THE STAKES. 2. EXCAVATE A 4."X 4" TRENCH UFISL01$' ALONG THE LINE OF STAKE2. 6'MAX. R j� 11 r Y 4,. 3. STAPLE FILTER, -MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. _._.: Ill! FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) ,Q POINTS A SH0014i Ili. IF'fl:,:FiER THAN POINT B. 1.!t�.A).NAC,1..;1ra'XY' IN'SrAI.I,ATION ( '4) hi T ; Ki.,E; VAT! 0 N ) EC" 2 I 12" Mox 4 1 or flatter 6" Ma■ sleeper than 4.1 NW E 5 Approximately 200 staples required per 4'x 225' roll 1 Anchor Slots, Junction Slots 8 Check Slots to be buried 6" to 12" 1 1 1 Center row may be eliminated a variable when slope ,s less than 4 l I 1 I I r -lr1 1 5' Max 4 1 a, flatter 1 3' Max. steeper than 4.1 1 1 ' --} Edge and end tams be 1 1 overlapped 2"minimum. � 1 1 I 1 1 r 1 A M Junction Slot / Check Slot Terminal Fold 1 1 1 1 Lop Joint 2" Mtn 1 1 1 1 1 1 1 Combine third row of stoples from each strip in lap with alternate +{-- 9" Max spacing �►---- Vol - - Vor Junction Slot \� ramp Soil Firmly Junction Slot Anchur Slot Anchor Slot �� - �.-�•-t"to2" i7P Terminal Fold \ Tamp Soil Firmly 6° min �� ,e Max Spa mg - •- t" to 2" oc ChSots 100' slope 4% 4% or less 50' slope steeper Than 4% No 11 M n 6" to 8"Min - gage wire Tamp Soil Firmly - I ff I,- Vor ---.I t h Vol -+i Staples forme from Nos steel wire PLAN VIEW 8 staple minimum length for STAPLING DIAGRAM 6 7iaple Imm,mum length for SOIL RETENTION MAT JUTE MESH other so,l GENERAL NOTES Basis of payment to be Sq Yds of protective covering complete in place Protective covering ,s Jute Mesh or Soil Retention Mat in accordance with the Specifications may be to be locoted as indicated on the plans in accordance with the dimensions specified on typical used of the option of the contractor. section Width of material may vary from min dimension by increments of 4 or 5 feet " T- Top'stoples or other manufacturers design approved by the Engineer may be substituted for the stoples shown. PROTECTIVE COVERING I NSTA!_' TION CRITERIA SREFIERENCE VIRGINIA DEPARTMENT 244 of 114.02 TRANSPORTATION -j<- ate t HARDEE S MOM[, 01 RTE. 50 WEST CONVENIENCE CENTER SHEET 8 DRAINAGE MAP OF Land Planners -- ---- Surveyors 11 200 North Cameron St, Set Revised 2/4/97 1N'inchester, Virginia 22601 (540) 66 7 -2139 FREDERICK CC' VIRGINIA and Associates, Inc. Si a 4 LUJtI! IIJC Ul ---LUI I ICI FAFK. --JIJUL.CI 7 J JC 6J NI ILRIZU tunne iner per pipe length, IE up ends If Separation of carrier piipe from casing pipe shall be by manufactured steel arnd/or plastic casing spacers SIZES REQUIRED CARRIER PIPE CASING PIPE WALL - - DIA, (') DIA, (') THICKNESS 4 14 .250 6 16 .250 8 18 .375 SECTION HIGHWAY CROSSING manhole frame I& cover ( if for water - lid kabeled water) 10 !- water -metal Or bracin v� " c Gsewer - valve e M manhole ball vat e cone section:71 corp. stop I F- PIslip)_1 A a ♦ 4 _ 'taddle with 16, bras 7F ip threads ��PP e rl !-1 w 4 717 �s - -- - 1 - 8'x 8'x 16' solid block A _ standard J !was (I f1 li 1i=11i" Ir Ifi �'Il It Ir='I11 11`�1- lT stone bedding COMBINATION AIR RELEASE AND AIR VACUUM VALVE Figure It 8'• -- -==� M tnNlifaan • naewawn ' ' nhertNrle e°eve•en NMI irk tom lobo• - • ,r 4 ::,: .Bit >A+' brunet botebm J oat. valve ■ box" O ' Sit Des• valve a bass .2 udlstubad save Slone bedfsno TYPICAL SEA TEL WY OR It In lieu ter wood brm ate ' list flltirip n+w a twrtsppea twlln danobw ffrnd excavation pd/raMana, erd the ClInctate wished to wrrt0lelohy offm" '0" . 17 inn, for 10" and Smaller, p" ells filling and Bosenat undisturbed Dail. The bow" ameresons &twat undisturbed sal shall roman as atsoer, a . 1 e` min. for /2 Sit di keens sw ellert below for A. S. C dimanstnns. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe Me. Plugs, Wye , 8 Tees 11 1/4• and 22 1IV Bends 45• and g0• Resits A B C A B C A 8 C 6- V-0• O'-9" V-3• 0'-9• 01•9• - o'•9• 1'-r 10'-r 1'-Q• r V-7 0'-9" l'-9' 0'-Q• 01-9' ' 0•-9' 1 •-T 1 0'-9• z-r t cr V-G 0'-W 7-7 1 •-0" 0•-9' 1--3- v-Q' 0'•9' z-6' 12' 1'-9' 1'-0' z-0' V-7 1-(r 1'4• z-(r 11-0' T-O' 14' 7-0' l'-O' 7-0" V-3' V-0' I%a, Z4r 1'-W 4'-0' 16" z-3- 1 •-0' 3'•6• 1 ••:e 1'-0• ' z-o* z-9' 1,.(r 4'-' -is;- 2 6• 1' 3' 3 -9' l'-r 1 •-3' I z-O' 7.0" V-7 4'-9' 20' 2'-9" V-6• 4'-(' V-9' l'-W 1 7-0' 3 3' 1'4 r Manhole Frame & Cover Mode 45pp Cont ll Pane; t be f ushish d (labeled sewer meter) with eater andr�hermosta�e, and moun�ed in a weatherproof, lockable cabinet, It shall be mounted under the pump station control panel. Waterproof Penetration Manhole - Cone Section • -7 8'x 8'x I6' 30' Solid Block 1 • T + T Model r 0ttrrpaus000cr�Fl 4r ate Fabricated s oil Piece) P 6r 4' force �- - - iMaifl................................................................. Sewage Meter Pit (not t0 scale) REVISIONS no. -� date--_� -- description 1 112/18/� REVISED PER F.C.S.A. COMMENTS - .5 psM. n row aver "a "red �x�. ,..,._ ,. aryib.d w n =ocro a Dfrust blocks Y55i� --- ----- - • •ti. . • s FITTING 517E Ron C17F Ir a LESS 6 NO RODS �MR 2 30` • t4` ?0 8 2 3W Concrete d�1 �Y �9 yFgl?CAL BENDS FITTING' VOLUME OF THRUST BLOCK IN CU. YD. ' star%boMr%V SIZE . 11.1/4' ?2A/2• 45- 90' 8' 1.3 8• 1.1 2.3 THRUST BLOCKS FOR VERTICAL 10, 1.8 3.7 UP BENDS SHALL BE THE SAME 12• 1.2 2.8 5.5 AS FOR HORIZONTAL BENDS. 14• 0.5 1.7 3.9 7.6 167 OA 2.3 5.1 18' 1.4 3.2 6.3 20' 2.2 4.5 7.8 CONCRETE THRUST BLOCKING Figure 2 r C6 /e ro - per mfssowd CaWtucrtln xvfr %y tlfe L1C-tpl - - - 4- -.. ? - 5/1 A Or o.n - _ -Pell One CG a. s, of florae Space *5 �1rp a I?cc Iw CI art general backfill ♦ • e ski 8. o _ , 112 • e CONCRETE:: Stone•• c,. ■ backS 8' T 24' carefully compacted act backfill stone - . aggregate ,.��•• ••• 6' 1/2 O.D. 6 CONCRETE - concrete CRADLE C--.-- general backfill O.D 8•_ 8w carefully compacted - 24' select baddill T OD 6" 6' CONCRETE concrete ENCASEMENT general baddil OD T24" carets j compacted 1 by �cfiw _ - OD. erect - 6' stone aggregate STANDARD repave to 1-112 times original thickness saw cut to be made at time of replacement. 8' 8' trench to be Oentire compacted 21-A V.D.O.T. PAVEMENT T REPLACEMENT TRENCH & BEDDING Figure 1 I ape• cur 0 Mgr own to aft INS pdr�rra,./�• tllfwll".. or rum '..T Pi UA it .rev oawlwaa _-._ 5 r 1• l7fY �o•,�r.,. 'o' o 0 0 . tit. �.•1-� :a=m /a Yr Sldavdl Canso, / '6 v VOW, J' WA o•�. o dl .sit I o•v r Stdrar Spats � t9 V •'A. • Pr Nsso01. CQfdk,CIAsw AlfAf ji - TYPICAL AfrERillo RAO/At PLO F oRl USE A/ APPL/CA&.f SIRE £ 641 -•"'"�' r CG-T CLMw£Cr"S AND COMIIERCIAt afar Ca■mwcfolENrarla" f hile- sorter r drs -I I red I RADIAL PLAN cZ-W_1li% fMRAKES. Sao Swakere, CV 13 tier MJ O r-v Pare lsaaw Jd - - - 8'O W'L e•O _ Carworleffon Jdti P * B var. 1001 - 8 i • o. S c• c c c Tr' x C ble in Mal is Csonduit -SNtpo 12J wPamum to Control Unit, A TANGENT PLAN Standard VIEW Stone Bedding •I`wAkre Strait CGJ CG-1 IS uses. AnrEs . 7'-r Is Ire rNN.nu■ Cure /Ding /tPp to he 0053 A CENnc/MI (-/Oss A If "sit lIA l 1 r 1 D I - 3A - 3B - 3C t 4. e" SnaolhDowtiSdsappros 12"GC to be p%ced in ON areas adjacent Gdvo md ps% aissum Shoat 2 Of 2 ow as of a•' sdo to 01-3A-38-3C W gbunirnq concrete to prevent Nfnemanl. alp" •i waidisre/s■1+'o• sW slrr CGet"onrr•a cawelsrs allele a NSM plus Ewaelon Joint or 21 c -c is Exomum Jotnr - Guts of Sidewdh - pis --- -1 - ----- ' ---- -- - - ------ -- - - -- s',w'1%el y ,T TABLE OF se dS111 of IM.1 Frain• a Carr - QUANTITIES sit. a FtP1{-t .•• st'a rc-z J y a• era C ®[..ran . � r • • - - _ - - AREA REINFORCING STEEL ' ' � �•�--•}�-�•- a• T 1, r..r. Type A Tips 8 TYPE L OF C CON- r-r 4+44 4� I ..'a. r .•...�r. SLOT TE BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT ,�'• •. - - L /_ --- ! Ww DETAILS Ft. St} Ft Cu. Yds No Lin. Ff.' NO. Lin. Ft" No. Lin. Ft.' No. Lin. Ft.' N0. Lin. Ft.* NO Lin. Ff.' No. Lin. Ft. e Lbs. „ 1+ y y sr. A recs of cr" A"er..ck er D I - 3 A 2'-6" 1.15 2.26 - - - 1 5'-7" 3 3'-2* - - 6 1'-0" 22 h II taerlM �Con"a�" tgw.cost" sodA�l 4' 1,83 2.59 5 1'-6' 2 '-71o6'-q 3 5'_-7" 3 3'-2" 4 1'-6" 3 1'-6" 4 I'-0" 64 C;� �a J - _ -- 6' 2.7_5 3.02 5_ S-6" 6 -71ofi 3 3'-74 3 3'-e 4- V-6" 3 1'- 6' 4 I'-0e 11I e seat r osa"rwred M Waa. G•A r with IM••Ia Cr", •uHer is N N onn•Isd1•os •AMU _ P LAN ' O• skis o.. 8' 3.67 3.46 5 5'- 6" 10 71od 3 5'- 7e 3 3!-2* 4 5'-6" 3 I'- 6r 4 I' - 0' 158 �" - - •�~ will opp v only M crbb or urbin �t`tcase d Vitar "0°n'lan I.rlf. �---10 � ---+ � � • • +... t: 10' 4.58 3.90 5 7'-6' 14-71o6'-V 3 S'-7' 3 3_'-_2a-- 4 7'-6" 3 I'- 6" 4 1'-0' 204 10'_ r+- '' r-1 r DI - 3B 12' 5.50 4.34 5 9-6" 18 7'b6'-101' 3 5'-7" 3 V-2" 4 9'-6" 3 1'-_6" 4 1'-0" 2 5 1 -"� r�tr-• Al ---� •'� - '' 0•- SECTION 8.8 14 6.42 4.78 5 11'-_6' 22 71os'-W 3 5'-7" 3 3'-2" 4 II'-6" 3 I'-6" 4 1'-On 298 A I n 16' 7.33 5.22 5 13'-6' 26 71to +0 3 S'-?" 3 3'-2' 4 13'-6' 3 I'-6" 4 i-0' 345 1 __ s•' '1•yd r"`" M" �" ° •wr.erw eats 18' 8.25 5.66 5 15-6" 30 7ToV-Id 3 5'-7" 3 3'-2" 4 151-6" 3 I'- Be 4 1'-0' 3 9 1 '-� "�' I ------------------------'--_- a w"a~• 20 9.17 6.09 5 I -6' 34 6?� 3 5'-7" 3 V-2" 4 I-P-6" 3 I'-6" 4 1'-O" 438 1 r as"p",rmelo {r Type A nose d soil soave be used ter. a -ewes... 6' 2.75 3.01 10 1'- 9" 4 6'-7?od-IV 5 5'-7" 3 S-2" 8 1'-94 6 1'-6' 2 I'-0' I ( I A wvisit seek with CG-] a CG -7 Srand«d1 2. I !• twM,lor f r r - r - s r r i r r • U + FRONT ELEVATION Trp. a has. d.ta .hall w •.d r+. M„ r a••. R.ta 8 3.67 3.45 10 2-9 8 7106'-10' 5 5:: T 3 3-2 8 2`-9 6 I - 6 2 1-0 1 58 i -- --T last« rrsrwd wnw CG-2 a CG-6 standards o' es%". 1 'Hcwdwor" Uofh f 1 -■ 1 • r ■ r . r s f 10 4.58 3.89 10 3-9 12 71o6-t0� S 5-7 3 3-2 8 3-9 6 If-6 2 1-0" 205 i # !'dromrlol wee0hoie rob• located 0 l Athm to drorn •"oba» molorlal wog i , • • w 12' 5.50 4.33 10 4'- 9' 16 7106'- 5 5'-74 3 3'-2' 8 4'-9r 6 1'- 6' 2 I' -Or 252 o the err" � "hiss l of the the 11 Woe n noQn« VX% the wish Co D I - 3 C 01 I/ie 91r u<Ive,tM "Ivtl or the slruclwe stldl b, sfnap•a will G.iwril hall wlrh l2 �♦ 12 efoatt h«dwar• «..dsO vhw� it w I J- I r • 1 r 1 • . Na.. strWord w 1. mar be consMrtted wmn comcnH m"rtp kp,e.er,'6.0 ly a fx I WN of rare, n lPo ser"Iwo. The cloth 1/4'-.h or pofvomltd is" •. . 4 o-u swiw 14' 6.42 4.77 10 13-9 _20 7106' _ 5 _ 5'-7" __ _ 3 _ _S-2_ 8 _5 -_9_ 6 1'-6' 2_ a-0 298 .'a5r Iw uw"I Vl P,19 Shot be Included �n the [" ice bed fw ill slrwours. stud •w 0.03• In[h, n..mber 4 meth _ 1. ✓•o e.re11. •« block " octwdau. "m "" ardor swish o^ hardware cloth a.cher•d 1-11 to �.•►- i -r-� •• 16' 7.33 5.21 10 -6=9" 24 -7)o6r-IDr_ 5 5'-7' 3 V- 2" - 8 - - 6'-9" 6 1'- 6' 2 1'-0" 345 Slendad Draw" Dl-Ste era s�-� For doweeefms sat *r sites rfet saes s se snses 2of 2-r s- r i -T • • t- • t- r SECTION A -A I B 8.25 S.6S 10 7 9J32 28 s 710� S S-7 3 3'- 2 8 7_9 6 1 6 2 1 0 392 DI-3A of-ae - - -a-3c - -- -- - ,^ , L L _� 20' 9. I7 6 09 10 e'-9' •a" 115 S 5'-7• 3 3'-2e 8 8'-9' 6 1'-6' 2 I'-0" 439 T Aeo raw. i4 Denotes length of one (I) bar L- rwa 14 D4 t ; , ;Notes All reinforcing burs ltD be No. 500//�qyAll cost in place concrete to be Class A3. For acceptable alternate see Precast Standard Designs J 1_ __-__ _ lam$- Concrete quantities shown are for depth (H)of 5' 2" without pipes The amount displaced by pipes must Fer we lo sae• F« woe •w r.". Beth sods so be gonwwt Kul �;- be deducted to obtain true quantities. For inlets of different depths add or subtract C132 cu *I- wear .n sir. 00 lossf r w be a%W" w •ee«orie, .r yds of concrete for euch font of difference In depth S .ftv Plan Is-1 To. cost •r foo-" swat 0" o. mr«rr The 'H'abw.wewn shown on snit standards and %Wi food on In• pant r111 be vris.«r " "'• sk-We a . w ""''"d " mr orris •w w, rw dr.• "" �'�"" DETAIL WHEN USED Length of Angle Iron as shown on Sheet I is to be L f 16 •• 9 4.10 lbs per it meosw•d from fPo Invert Of Ina a ffatl PIPS to tht top of the sh ool-0 plan -H- LMeln M Obi ILI IS-14, a s•rry toss, be shows - pro ADJACENT TO CURS afm•nslons are approximate oar to "shmarfrn WITHOUT BUTTER Q purp0set cad ter O[luol cormenelon. ww«1 Wool .. wit s 4'-0• Iwdiew. e.eh on Mot 1• 1. w •fwP.e 1. •-1.. snots W delrmm•d Dr M• cOnnrocfor Dom halo commons. .ilk «.w." tfre. TIP" Item moy s»M.c••t«cost In slat• SPEC FtICATION SPECIFICATION STANDARD CURB DROP INLET REFERENCE REFERENCE STANDARD CURB DROP INLIET rnr�c "anvt°wit uA nE r,Ti I /cot - o' --,� 23 12 -30 PIPE MAXIMUM DEPTH (H) =8 302 VIRGINIA DEPARTMENT Of TRANSPORTATION - 104 10 Notes "H"moy be reduced until 'X"reaches a minimum of 4" where endwal Headwall to bo beveled in al+ areas except where a conflict with EW-IJA would protrude above shoulder line. In no case shall top of ant"-' invert or wingwalls occur wall project above fill slope, ditch slope, or shoulder Bevel edge is required on the headwall at the inlet and of me This item may be precast or cast in place. culvert ( where the now entars the culvert 1 All cast In place cancrele to be Class A3 For precast See Sheet 10102 This standard to be used with straight crossings and all skews (Cr taylbs). Needwell at the outlet and of the cu Ivan motor be either square L� - edge or bevel edge L - - - Shape to be beveled A _• l with mortw -_. s X. 3/4' ChanrM oho■ be D . •' provided on.sexpcood H T . 11111 1 II li ll. D ---- _ t�� 1 / VAI . .: '` •. - - �� _L ---� - Do not bevel irrv.rt FRONT ELEVATION �'--C-'� Note: On shallow fills, where erldealls are It a less below shoulder line, the END ELEVATION lop of the endwoll shall be constructed parallel to the grode of the rood. • - 1,25' t / foot diameter D = t' / cot dosimeter EW-I EW-IA ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12, 15' 18' Moor24" 27br3 Wor __ 1'-T 0'_9" -r_ 1 3 1'-Sr O'-il" I'_O" r " I 8 2'-6' 1'-O" _ _ _ 2'-O" C_ _II I'- 4' -_ 1 • 16 2'-Y 2'-9" 1'-e ;e-O" 2� 6" 3'-0' F U-6"_ O'-8"_ �9" 0'-9" 0=9" H b 2� 3" _.4i_0" 0_2• 0'-1 1/4" _0'-8" 2'-Il" 3'-O" _ 0'-r 3'-e 6'-0' o -z tl_r 3- 9_' 8-Or o •3r 4'-3'_ IC- O" 0 4• 4=9" 12-0" 0: 4 1for 0'-1 1/4" 0 -i 1/z- o -r a-2 1/r a-3" CU. YDS. CONCRETE Poel 0.241 0.492 0.697 1.319 2067 - 2.947 C11lR�E 0.257 0.521 0.739 1.398 2.198 3.145 050 085 2 801 ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) 23" x 14" 3d'x 19" 34"x 22" 38"x 24" 42"x 27" 45"x29" 49"x 32" 5 "x ' -A O'- 8" I-2 O'- 9" 1'-5 0'-10" I'-6 is 0'- 11" 1L8" O'-11" 1 9' 1'- 0" is- to" r- 0" r- 0" 8 I'-11" 1'-1 " C T- 1-8 T r I -II 1 a 2-1 T a 2-4 i i 2-5 `w 2'-7 • 2=e 1 • 2-9 D 1'-e 1'-70 1'-10" 2'--W 2'-3" 2'-5' 2'-8" 2L10e F 0'-8" Ol 8" U-9" O- 9' OL9" V-9" 0- 9" " H 2=10' 3'-7' 31-9_" 4'-0" 4'-2" 4=5" 4'-7" L St-5" _$'-3" 7L2" 8'--6" 9' 2" t0'--_2" lot-11" '- I" = " S 1� 11" 0'-21/2" 2'-6" t]'-3' 2'-10" o1•r 3'-2" o•-4.. -3'-6" 3-9" 4'-1" 4L Be a 0`-4 1/2" a-� yr a-51rr o•-51/r b or-11 0•-r fr-21n• 0'-211r 0'-3' a-3' 0'-31/r 0'-31/r CU. YDS. CONCRETE flit C. 5 I 36 1500 1811 2.101 2.512 C. SPECIFICATION STANDARD ENDWALL FOR PIPE CULVERTS REFERENCE 105.04 VIRGINIA DEPARTMENT 302 of TRANSPORTATION 101.01 2" R :on M ,.� A. A • .. _: : A, .Pis •. s: .. 41 7�7 2'-0" - Slas.af Neu litrithS10a a re/p/p/rer sli7dd---- rpufreffrr• ro fargstadN waNlp sv /ace cps l/p Ire o"Iffe w1Wh d rose � %lop;orgy i$ Vass This area mOy be concrete acm" a 12N,/�Ps parosl a cost In pats/. Ire aeloolocvs win Nip slat fy pplOsd q en •.pssasy oVW eyd. of the opt ion of the cordroetor Sro..CG P 7'-! -------__ 1 r/Ns/t Roap saw rot e.ceed o ma+lmum s/qs d oo o - Indowed 5 l lece to be VE 4n Of tt'a e.JlX Moe. •' ,t • ' - Fired sides d cwb loop to be potrad eipnpHlNcpy with /,xqo ftaor p tir us/rp P. Mssable, coftol rflm /df•worts logod,00 Sara This curb shall be used when design When combination mounlol* curb and gutter Is urnished g ed ends, ___ --- M tPV floc 1, ptdcast, ales ..its/ u p00,%W for d0will earl M slurW/GOVf�pp Irofdd a/avu can he rosl In cow d Precast speed is greoter than 40 MPH on used, the Slondo►d Entronce Gutters or Standard Flanked couplin adapters t0 Poi. aaolk p•ews/ taro flat caxfde seal be class A a. Rural highways and 45 MPH in Conneclion for Street Intersections are to have the mountable curb configuration incorporated provided at b0 h pipe COnneCtiofl5 SECTION A A /n, ham mhy a Regv//rr oats we to Or Nay . eda.d I'(eN« ro cmwr dap bat, slow d lie tamp developed Urban and Suburban Im"0 a cost In plank fro=. owd dW4 d Iofro III" wlNfrh.m "v%t efd Gnvr I %t' Groat. •5 . raw$ a Ircc Curb towpS -101Oe tn.oswda Prosy 0-10 for dire cMracs uN/plcw fcY Mydewik C.mer/ When this standard is to be tied into existing vie Crrlra.flon Cancrwo Sidorun Pro E.paW a09rs°de slasvdt, coopara Inproca barrier curb, the transition 1S to be mare within spas led 4fd.lasse JaM CWDIGI00 Oro puny stgcs ho/r/rlpn, ad/Owe 10 ci✓0 forms we I/c&OW In payo," 10' or the change in standards mode of regular Standard `^'^•-^^' • oo : 2�s- • --•S..d,,,-,".,. wisest.- - - - 'a `w°'cuI° a"° pA'r. apening9 Stone Bedding "-_ ----- -='-'--- - .. _. •- -' -----=----"-'-. _..- -�-__ .. '---"---•"-" _ •-.__ WMA use/ /n (off/wc//pn with Slarowa CG ! lr CG F. Ile curb Iuoe an tHs Sfo,do,d Is Io ae WI -Jed la -kf'A /fw m 4-6le cl.,a roaa¢da,lm S[.C/ ION B B ■Accossr°la /atN Is u✓Inwl of o c fkr its Cu.O Nomlu ale to to kx low as srtavn m Ire pwa a os III, Scrod q the f V/-, is uyatlshscral. sroOb,rhas pit orlp tsslslarw Iley oe to O. pplded of Ms. sa I/.. wn"r war on occsssaaks ,Dula m .Ifpn Its ,1pN d 02o• • 11-11 d Eapased .0vayors Sid -Olt Pat) clan" I-lv a/ucI-oJ0ls ownstr,s d a way Le o NyA.ay lathe ctnsswf a cw0 /"cross d wMtr sfde.oM Is •.lstltp, Iocldly flew can 0e Pppaocn"I,rwred Oro Pl%-Sod a ,me.lprr7t* mid PI dfsr rpm ped" plan c,wS.WA, as shorn m y,, s Ired • r1 Ia .l Ad s:sywrpd a ,/hearse Lead ft per May w/M of of a/ocore / sPxs� Irnt Rion �'♦ fwoMlrq I•pplrnrda. A re Efpf/ar.4s t/tu.td +sW a /acPHO oefrro •WrJo stro wrr,1 Ealsrltp /ly/y galas. thin gdraws. alp /nstadc. wlrlaso dfo[spborfrr/. CURB RAMP kie�rmcr (PERSONS WITH MOHIL11 If IMl'AIRMt NI "0 wz pp1D9 VIIGOV/AOIfPARTMEMT at IRARSPt11IAT9* Re./sad rzay.+ v4 201.04 JOB NO./DWG. NAME: 5004-DET.dwgof r N of by ckd. �P�- The bottom of the curb and gutter may be constructed parallel to the slope of sub- surface courses provided a minimum depth of 7" is maintained Note: Comb curb 8 gutter having a radius of 300'or less (along face of curb) shall be paid for as radial combination curb Of gutter COMBINATION 4" CURB & GUTTER VIRGINIA DEPARTMENT of TRANSPORTATION sf CEM DATE: SEPT. 20, 1995 Gilbert W. Clifford DESIGNED BY: C.E.M. C. DOX, R. z -. o CERTIFICATE NO. v 7091 D This item may be precast or cost in place Concrete to be Class A3 if cost in place, PSI - 4000 if precast In Ill event rat fntert of the custom pipe ,s how than she bosom of the trout lure, the war visit of slier structure awn be So with ce- meet mart « to pre.erri ssadsttQ a Paris" of t I ' \ J water m the structure. r< PLAN 1-10�M2�P�b�ii, (COVER REMOVED) Saps ta. IQ lot provldad 'H' dell •"NYf''Dsl islwn 4 4 - 0 a greats. For stop delete wa SI'd. STA. Cache Caw IFS delarh see also 2d2) ' will 2�sld'2ep't'" • ...� zIm;'""WOMr�e cloth still" m"- a galvanised great tir Wks, trdnnnore was da 0.05 ►..vw Inch, rornber 4 wren hord- Want cloth Imcfiored firmly l• owsida of Strucllaa. i 04•6.pth agpf.gal. 78,ase 768,r s 6' width. SECTION CAST IN PLACE FOR USE WITH 12' TO 4r PIPES Coss A 3 coeaafs a to toed mmum w dpttn (NI gobs 17-s'. sw 12• 15' le 24' 3d 36• 42' 3_I S-71 4-2' a.- of G' cam. 947 I045 Its] I37! L57a L7]I 1 ■27 PLAN Weep HOW (COVER REMOVED) (as regwred) yI For de of Pre cast ecsel 01 7 not shown Iverson use Precast Unit Assembly Diagram, pegs 103.01, Precast General Notes, page 103,02 end Applicable Pf eceat Base. Riser and Top Details, pages 103.07 thru 103.12 DI- 7. 7A.7B - concrete cat. (Fa delams no shad 2d2) -.-weap Hole (01 rettuired) RECOMMENDED MINIMUM HEIGHT CHART FrE N oedENsioie Cow AL _1r w • - r 1r r-vr r-11' 2r rs r•r - r-r ys 2r r-few 14P 4'-t - > r-4sir r•r ar va 1/r i•-tr wtranirm floc toot of odewrw deg th W a 362 Cu Pea m Y-sd'Plp.i •0410 tr yh. 142'"Wp•I Rofnforung concrete tooting moy be prec+"t or coat m place Two PRECAST lifting books o1 fsWk.ton de"pn to W providW m pr scoot footing Of -7 - No gutter GENERAL N biorrrrnh sown ore br aisle withoid plseg. Pp• AtpYcawrns nhntt M Of- 7A- Swpk guitar vow drop inM r an a grade when spactfrd on plane the hued 11 lobo .taped In accorounce trill Sld deduc led I. Obtain roof quarltlrs 01- 78-- Da de Vim wMn trap frig e n o dap belwern two graded G I Sale y Sfa a we So are be Ww"bp" to p°vided at S' s Wiwi 9dlKosern jRd tl lino to SN. 1`11K T mostirrum The rM of nil detested Portion to be wrdtrucled will be of the option d Fa doldws of celiaer cover, allo awel pro%, all method of g+a'anQ bppronth vert":e1 infervris and are to be ropeeed se M net to eonf ci won ae contracts - _ WAW we sh"N 2 of 2 openings for pipes w directed by the fregin M. SPECIFICATION REFERENCE STANDARD MEDIAN DROP INLET 241 503 VIRGINIA DEPARTMENT OF TRANSPORTATION Sheet I of 2 104 22 CO-• 4w 2rR --�- � rl• A r ASo •; A -.A. • • Is -A A ', A �' _ _ _ TM bottom of the curb and gutter moy be constructed parallel to the slope of sub - 6. e,� surface courses provided o minimum depth of 7" is This area may be concrete maintaiMd 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 a less in developed urban Of suburban areas. Note. Comb Orb a gutter ho*q a rodlils of 300' a less (along fore of curb) shall be poid for as radial combinotion curb 13 gutter This item may be precast or cost In place. Concrete to be Class A3 If cost in place, 4000PSI if precast. SPECIFICATION ar•tt.1rlL.NCE COMBINATION 611 CURB 81 GUTTER REFERENCE �REFERENCE 105 105 VIRGINIA DEPARTMENT 502 502 0/ and Associates, Inc. DRAWN BY: D•S.F, Engineers Land Planners -- REGISTERED 150-C ❑lcle Greenwich Dr, PROFESSIONAL FredericksbUr Vir (nia 22401 APPROVED BY: C.E.M. ENGINEER g, 9' (540) 898-2115 TRANSPORTATION HARDEFS � MOBIL OIL RTE. 50 WEST CONVENIENCE CENTER STANDARD DETAILS Surveyors 200 North Cameron St, Set Revised 2/4/97 Winchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY, VIRGINIA 20103 r� scale SHEET 9 OF 11 i n I I a TOP OF; CQWC, VP7/1 ,: fok, 11 Qi PUI,, hd F1�, j Ir DIhMrtT ACCE� PL•T LICaHT POL..0 FP A. C. wit Gi G'S'? • *4 P/.� A. �. 3 1 � 1 T 1;1 /�4- TA► L. �,. F Pti P'OG7T'�, � �IE I � (� TO bG IJ�GD W M GJ IL 'IF�^--� I .._ . r••"" "" D 5 1cs. K-J �T 5 D v ►mil rt P, 1%J ;,� '0 6 /2Y �1CTA•L %A N 1 1 4 h.NGr✓O0) pU�I_ FUP�►.J D -.,--,--- • ' lit ' • GoN pul"j` J d tit.All cof� ,DE 9 Pw�..- ►J a< .r 0L.. GT. G Q N C?U IT r Mill, pt 14 FOFZ) Y/a. Fa)D L. I C*-q T P/ J i ►t1 �-;,1i 7 '' T I G tv�, _� -7� 0 2- 4 O I 1 -0 Z�s t 5, 1 4 'E�� i �• ; .I.•can'. .:./e7L• ' 'iFIP Ea� \u/�-lCi.1-�•.� j CIE - I►V I -!. J N PI,�1PM'.1t)UF 0�' `..JPPLIf•D i3Y 0. 0111, f>I GX- .l �,i�QCPDGP I iij F0 LJ N DAZ' ► O N e,/�•�G PLA+T 'a't•G?t'SL?� T) I1XZ4X,250 r DY *ICON MFCCA. �� RIG�'T D U�►,*4TENTC.P�, EXIT, -T DI�i�/C TH�u ►�ON-SP,I►vti, A.NGMOF� �ouTS 1 vIP,EGTOF)`I', C.-aPti0LT �FOUFL, 1'5/.* x 4 d, OfQDE K; - 'THA,N K YOU, v" L.- CZA 4 u aT,o7 ► O N 4 h G E.P PFP,Q0C)C." r 1 fit' Ott '.5 • s , I Why o _g ^—' .. I n � , w ti '• I I ;•` • •� �...,._. �► �.► I:; G'T � I �i," �.. . � ' u ( t _ 4;01�i Di.i 1 1 R. J •.. ,r 1r�4 OZ► wt"O•iG• N q 9`9i1 z-U QIA r)`A;,TF DI�.McTI � on ��•'TI,>' M �l C.o SICwt�d 'or;, ail F��1/I�,�V E�QA.RD r. •A' IA` I0 .J N T I N GlU�?"TJ M 1 •"TGi- ti—f.�.It.1.. r �+' M C l CwH T : C= K E,ATE,F . F007I Nth c. , �El : 41-Cok x ia�•�� l.c?r� MPG�.''S Fout>*IL/�- •'' '� I G 'f ION DR4V►IIN4;1 F. LE-VAA..b 1ON `.� S N B i-in—.■ ".. - KJ QT TO 5 G,a L. e REVISIONS JOB NO./DWG. NAME: rr5004 -SP1. d wg" I H no. date description by ekd. DATE: SEPT. 20, 1995 �� r DESIGNED BY: C.E.M. C. . ADD O , JR. Z a CERTIFICATE NO, DRAWN BY: D.S.F. `} 7091 � REGISTERED PROFESSIONAL APPROVED BY: C.E.M. ENGINEER 250r1 Mhi y _)oR fl ' 14 A�4 --�A�aE #2�'��- LI`��'� L1JMIf�AIR� �IoL1rJ7"I►Jcj T'fFV, �' -- Pnc E r�ICa+-i Pf'ciE� �I UM [N F'S) F A Uge 64AL- PE Ai HeCp To Iu_IJM1NATE f G. 1"'1Ar4CAKD- M ETAL N A u DE (M N) F I �CTI.J F�,Q�j) Tp I L��J M I rJ�.T� A T E D1Z I V ES iCAE w I TN Id p 7 C,tJ PRc�ERT1ES- T«4 i,, Itilo fK K. 1:�"lA L.• Lt E -f " E�E. RE•` al f:�?I UTY I I,�T. A,LL i rlq T H 15 TO FE DONE AT NICgHT_L, 7/,4 Hz2ti , f ;0R FOu ►4D. Vii:A FY L lc,- OT eAc.�.�G� E- r G � R.o.c►�'r� �11T�i �►� F� Ile I I� L— --_J 0 oT To t�cALE S 1 f4N r-A5 e sr+UW►J I 51'Z C-,F V�5f_ 5H 4x L 5F_ v E-9 I P I ram- HE LG f-�E-P, W z . nrf-�l G►, z 0, S� IDr&�IVC uj,P 3 THP�U 5ep'vlce. a.' If 5 ► Gr ►.a -.1.1&2 low ,r .�... = 1 - � veil i . - ,-� � � • •� I .1 SIGN Q A �-t),+JPRIME tic=�J SLEY Gilbert W. Clifford Engineers 150-C Mcle Greenwich Dr. Fredericksburg, Virginia 2.2401 (540) 898-2115.,. SDR 35 spigot SDR 35 spigot by by gasketed SDR 21 ga* ated I �bel 450 bend bell adapter 1 ? bcator peg -1 L --- V minimum `- SCH 40 I solvent SDR 35 8'x 4" ____SDR 21 gasketed weld cap gasketed bell wye pipe and fittings property line ---. 18' I 0 M 14 C.''►.IC• FIL•LF-D STEEL Z'- to [)ICLa�, v. P4:•1" T I � 36" min. cover 4" with ed green GRAVITY SEWER SERVICE LATERAL Figure 15 FEAR OF LLD, square skid pad 6" thick — concrete ASTMC-150 4000 psi Aims are to be sealed with •O' ring gasket top of manhole at grade in pavement areas unless otherwise directed top shah be set 18- con above grade in easement areas contracts to grout manhole cover in place - 4 bolts (3/4" dia adjutttment rings If 1" max.) pioneer 301 mastic applied between pints and on exterior side of pints variable - LD —pipe to manhole connection to be by flexible sleeve invert channel to providea 3' 0• con. smooth transition in to out, 4'-0' max for all connections 2•-(r max top oi+ench-wall grout bottom of manhole r,r:,:::• . same elev as to form chanr01 - i iir,r?:;•:; V2 top of pipe .,; s 6"bedding stone --- i•i•r ?i r r•r�i•iTi•r•r?iv rti•i•\{�{�• +.i•r•?•r•r•r�i•r.r•, .!i?t?.?.?:?.!�r..•ri�?[tom?:?.?;?.S[{:i!!.'!Zft !:!:!.'?�?!!.•!�•!:!; NOTES 1 Manhole sections shall have an external coating of approved brtumasac water proofing prior to installation 2. If adjustment elevation exceeds two inct-s use concrete adjustment rings with a exterior coating of bitumastic water proofing 3 Fnal slope adjustment of manhole frame may be by shims and ran -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 16 tt or less) installations sanitary _ sewer main STANDARD MANHOLE Figure 12 R — cast iron cleanout cap with brass plug having a countersunk square head I Panella Model PA4SV-CSK (4") finished grade Panella Model PA6SV-CSK (6") I __ square concrete skid pad 20"x 20"x 12' deep aggregate base ( depth 3" ) cleanout pipe —SDR 21 45' bend wye 6" stone bedding NOTE : Where length of service lateral to exceeds 75' a cleanout assembly shall be furnished at the property line SEWER CLEANOUT Figure 17 II -- "57 E E L L L /-\,,4 11 11 HARDEE'S N MOBIL OIL and Associates, Inc. RTE. 50 WEST CONVENIENCE CENTER Lane. Planners Surveyors STANDARD DETAILS 200 North Cameron St, Winchester, Virginia 22601 Set Revised 2/4/97 (540) 667-2139 FREDERICK COUNTY, VIRGINIA scale 1" = 20' SHEET 10 OF I I 4 CG-2 rl 4"x 4' WOOD RAIL 1'x 8' ROUGH SAWN BOARDS 6'-4' LONG, STAGGERED W/1' OVERLAP 6"r !i (1REATED) (w POST pD POST g -- 1- 5/ D* BOLTS Typ 4% i WOOD RAIL 12' DUL CONCRETE WING SECTION A b 4& TY�CTJt Or- s SQUARE -- SIEL TUBWG r SOUARE STEEL NG SHOP WELD ALL .ak4rS GRADE �r ba PLAN VIEW _ 10-d OWNSWAY VERty ON h FOR SOLID SCONNECCTIONS — —. 7.,c1J%15-------- ---- CONCRETEIx 8 ROUGH SAWN b / FOOTitIG 6 _4* LONG MTi 31T SDPAs E BETWEEN BOARDS FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL tr DRILi HOLES IN CONCRETE TO LOCK GATES IN OPEN AND CLOSED POSITIONS (2) 24' LONG 3/8' RODS GRADE � (C'O; APRON) J UJI z 14' 0 J � W U U O W O O N EX. PAVEMENT - _ 1 /4 MIN. (WHERE PAVEMENT DOES EXIST) (WHERE PAVEMENT DOES NOT EXIST) ADD 1 1/2" SM-2A ASPHALT CONC. 1 1/2" SM-2A ASPHALT CONC. TO EX. PAVEMENT 6" BM-2 ASPHALT CONC. 8" 21-8 EAST BOUND DECEL LANE TYPICAL PAVEMENT SECTION F,. Concrete to be Class A3 If cost in ploce,4000 PSI if precast. This item may be precast or cost in place. 471 2" Radius 6 tROM'tS.bb... ?his curb is to be used when design speed E is 40 MPH or less on Rural highways and Note: Curb having a rodtus of 300 tt. or less 45 MPH or less in developed urban and (abng face of curb) wiII be paid for as radial j a°suburban areas Curb. i * The depth of curb may be reduced as much as 3" • o. (15"deptWor increased as much as r(21"depth) ------. m order that the bottom of curb will coincide with the top of a course of the pavement substructure Otherwise the depth is to be 18" as 6 shown No adjustment inthe price bid is to be made for a decrease or on increase in depth ACCEPTABLE ALTERNATE IF CURB IS EXTRUDED SPECIFICATION STANDARD 61I CURB REFERENCE 105 VIRGINIA DEPARTMENT 502 o/ TRANSPORTATION 201.01 REVISIONS �� JOB NO./DWG. NAME: 5004 -DET. d wg no. date description by ekd. - P 1 12 18 95 REVISED PER F.C.S..A. COWMENTS dsf CEM DATE: SEPT. 20, 1995 2 11 18 96 REVISED PER FREDERICK 00. PLANNING COMMENTS dsf CEM G" DESIGNED BY: C.E.M. C.E. MADDOX, R, Z - --- C3 CERTIFICATE NO. - DRAWN BY: D.S.F7091 . �_ -- - - - REGISTERED - _ —APPROVED PROFESSIONAL C.E.M. ENGINEER BY: 5 0 E- _ "`"r.►.` t 2'R fey 1111cp �.� 0.82 1 � 1 O'R WMTAN PMOUNO LOT SLIWACE - ORANIAW TO le"10SED SI1W �d ti S 7R 44 DI-7 , IM-805.20 IN =801.50 Olt T= 80' .00 r �1O'R . rt •�` 1.40' 0.46' / STR #6 (r / CG-2 PLACEMENT DETAIL SCALE 1 t'=150 Gilbert We Clifford EXISTING ELEV.= ♦80587-V- PROPOSED ELEV.= +a0'_-90--fC and Associates, Inc. Engineers Land Planners 150.-C 0lde Greenwich Dr, Fredericksburg, Virginia 22401 (540) 898-2115 Surveyors 200 North Cameron St. Winchester, Virginia 22601 (540) 667-2139 8'—(T Max. e Post Fill Post Hole with 1 Part Dry Concrete Mix and I Part Excavated Soil. Thoroughly Tamp Concrete Nix and Soil to Eliminate Voids. POST SET DETAIL Scale : 1' = 2' SCREEN FENCE DETAIL HARDEE'S � MOBIL OIL seal RTE. 50 WEST CONVENIENCE CENTER `�;? STANDARD DETAILS of Sep Revised 2J4/97 t 1 FREDERICK COUNTY VIRGINIA 0 n t, .i;Villdtri ,• .3:3>r-;2�rTr�.axn.s. n BUNS BUNS BUNS Building Floor Plan 2,174.75 Square Feet - Restaurant Use 613.00 Square Feet - Convenience Store Use 753.00 Square Feet - Coolers/Freezer Storage 455.25 Square Feet - Common Bathroom/Lobby Area 3,996.00 Square Feet - Total Outside Wall Dimensions D 1- 4 A- 4 B- 4 C tietvel'aa 111Ma ro W limo r f a ona•gI•et1Hi'3OaneNlo Lt{tit --- -- a a«wnN r Mitt rut.. se rlsrtrae.tee�'t 4"pad ehaor GM vow, t•a c-t . of lc-t ca4teeese trelaW to drw pa. E.varetar Joe"i- o•---- Drs a EMIrsI ,bM w, 2' c-c �Bdoe• 01 S,deeo• atiW`a..fPMt_; T. Ms N .e.,•q•'l.e•t.eN le p.NNt tMNMM • • Zlj �. e• _ 'Y I .. •rrw 1' Wf ,fit trPT' F 1 e .,«..Y Ty"A Two e _a_�r_1 t Y-0• / W1 re c"r• ,."" N (t-t L 11 IT 1•i--� '�--�'jf t r l / }NOSE DETAILS S�I-lLJ$--L Y.r•• c.jwr win, -D.... Mr -a.e• Fees of cwl Mt e-.\�t-10• /• AN,eep�GO- I � dtraad a",4r Gem tur Co„Nol arY •• vac. CetY,el .106" W9F r I- t'• 0' 11 Y«I Is aw.lrrtM w YFabn Lwp •r " o brq"N cr.. dwfo i• 1.N •w Nl•• (eel «IMI 1 PLAN d'el. Nob Trds aw may tNp pa 1hM,N .I.cn cow Ilte e•paNien Will all apply ont, to curb or curb o,W pales j-- 3'-0- 'f• T1,e A "e'A e11es SECTION 8-0 �{ .--� I - c - v (IOW -re. !o' ---- -- --- till w"-�"r �- ! -d" 1 4,- o• A -- a I • a.- 0. 3••• INI.t wa it e1• A ass ire ! +.tie wli en G eel !� , ._ efyt N wd uwlp ern 1 � M••Yr dwlw _------- -------------- •'+ a'" • �"� ♦ 3•atprseNr NeeheK Is se loomslire C ,•i s,-. I ,r ' ties F Mr t b a,.. tWM- aK Nr,a1 eN.r !• L - _ - 3"a,N•re, -14 si OKw.M he. IY: 12 aldBK esd.. ----- 1-. a..• Iwo cw , 1'.'w-• r ar.ew,std s." i -4 4. 0.03 Mile. 1u 110, 4 1wor ewdrs ' FRONT ELEVATION kWdware cbK fh tYhoreww d fly to 10w •1- i c0M Imes N..wK.-t out.eN N stnuefwe D• • ' Note. e e , ftrKae wr..e. a c.w.•YI+- .Iw.l t..e.w N.cr m «<ado"cr ww ,M I e drtetN Yes.• sn sw4" D..Nerp a. lie I SI•p sn re N ^ Yv ••w. M «•.r a rM arbll vas w ryN., r."n w. tra,ro-n a rM t, nw "....I w .•s .n.rr.w• I , P tied wKn N _ � tM. M .tier" ww csw-t warn ro a•oe.r, i +taK.ro n. •ond.p or "e,a w ,M r.••e W. 1 •• • -O-a s•.e,- -t`sf'•'4 seer. DI-4A DI-48 - Ot-4C --^-- - SECTION A -A - L c --- -- r-- . --ti -_- f i 1 -; _0_J 1 0" w.e16 ya Yet - P•a•• sea "ft N be tywYnehKN Iw-' f-r-1 ties- r.edM « err M eY.l N N b tM.se w trstr4r- r soew .4 olso IS-1 The tr w beseat wK 0." r .Ittr-t The H-drrtam,on 'Man on ff.slonaorde andfeeeflbe on aN pions "I del •"'A'"sa •Ise tA•aee N to" e.k sod was r.,u old w dA lea ••seam_ DETAIL WHEN USED m•Oturdel ham tM revert er Ix. Wlroli pipe b Nte led et tM-,rclw• PIM „N' L-W .1 ww 1L1 a 11, w " opt. so left- r efNK AOr/ACeMT TO cuRe Otmpnstdn we owit.Imeb on" for ppfNMlie• purposes area the oc tool dtmemlDlts Th. Y.w•••rIts, •nit cett K wa. WITHOUT GUTTER f roll seaet•rmund"Ise Cwt.eCl Cr Iron held colullhont. Sheet I of 2 SPECIFICATION LC>OR �LAh( DI - 4A, 40- 4C TABLE OF QUANTITIES TYPE Jt.. AREA SLOT OF CON- BETE REINFORCING STEEL BARS A BARS B BARS C BARS D BARS E BARS F BARS G BARS H WEIGH SgFt. CU.Yds No Lin. Ft. 4 No Lin. Ft. a No. Lin. Ft. • No Lin. Ft. * No. Lin. Ft. 4 No. Lin. Ft e` No. Lin. Ft* No. Lin. Ft * Lbs. DI-4A 1 83 465 5 4-8' - - 6 7'-6' 2 4-8' - - - - I I I'- Do 4 2'-S' 104 r 6_ 8' _2:75 3.67 •5.07 _S 6'-8" 3 '-7~b6K'l ' Tt3Cr 8 8 7•-6` 2 2 4'-8' 4'-8a 4 2'-00 3 1'- 6' 9 I`-0` 4 2'-8' 162- 209_ 5.51 5 8'-8` 7 7'-6` 4 4'-0` 3 1'-6` 9 I'-0` 4 2'-_8r 10 4.58 5.96 5 10'-8 Yo610 8 i-6 2 4-8" 4 6-0` 3 1'- 6 9 I -0 4 2 -8 256_ DI-48 12' 5.50 6.40 5 12'-So "to8 8 7'-6' 2 4'-8' 4 8'-0' 3 I'�6 9 1'-0" 4 2'-So 302 14' 6.42 6,85 5 14'-So 177"10 to64 8 7'-6' 2 4'-So 4 10'-0" 3 1'-6" 9 1'-Do 4 2'-So 349 16' 7.33 7.30 5 16'-8" to6q' 8 T'-6 2 4'-8' 4 12'-0" 3 I`-6' 9 1'- 0' 4 2'-8` 396 18' 8.25 9.17 7.74 8 19 5 5 18r-8` 20'- 8" GAT to6 IO" 8 8 7-6' T- 6" 2 2 4'-So 4'- 8Y 4 4 Id-0' 3 3 I'-6' 1'- 6" 9 9 1'-0" I'- 0" 4 4 2' 8" 2 - 8" 443 4 8 9 8' 10 3.67 4.58 5.48 5.92 5 S 8'-8" 10=8" 6 10 7"to6-10" =7"a6lOr 10 7•-6" 2 2 2-0" 6 1'- 6* 7 1'-0" 4 2 8" 220 10 T-6 _4'-8" 4'-8 _8 8 3'-0 6 1'- Ili' T 1'-ON 2 -8 267_ 12' 5 _50 637 '5 12'-8" 14 71OW-0 10 T'-6" 2_ 4'-8" 8 4'- 0' 6 1'-6'_ 7 1'-Do _4_ 4 2'-8" 314 DI-4C 14 6.42 6.81 S I*-8 18 7"to6'-10 IO T'_-B" 2 4'-8" 8 5'-0" 6 I'-6" 7 I'-O" 4 2'-8" 360 16' 7.33 7.26 5 16'-8" _ 22 -- '_7 - 10 10 7- Go 2 4'-8" 8 6'_ Ole 6 1'- 6" T 1'- 0" 4 2'-8" 407 18' 20 8.25 9 17 7.70 8 15 5 5 16'-8' 20-8' 26 30 t710 ' Tto6' IO r-6• 2 4-8" 8 T'-0' 8-0 6 1'-6" 7 1'-0" 4 2'-8" 454 t0 7-6" 2 4-8 8 6 1-6 7 I-0 4 2-8" 501 • Denotes length of one (1) bar Notes All reinforcing bars to be No, All cost in place corxreie to be Class A3 For acceptable alternate see Precast Stondord Designs Concrete quantities shown are for depth (H) of 6'-10" without pipes The amount displaced by pipes must be deducted to obtain true quantities For inlets of different depths odd or subtract 0 49 cu yds of concrete for each foot of difference in depth Length of Angle Iron as shown on Sheet I is to be L • 16' 0 4, 10 ibs per ft STANDARD CURB DROP INLET REFERENCE SPECIFICATION 36° 481" PIPE MAXIMUM DEPTH (H) = B - 23R FERENCE STANDARD CURB DROP INLET 233 3 36" 48" PIPE MAXIMUM DEPTH (H) = 8 VIRGINIA DEPARTMENT 302 302 VIRGINIA DEPARTMENT 104 15 TRANSPORTATION TRANSPORTATION REVISIONS JOB NO./DWG. NAME: "5004-PR3.dwg" H 0 no. date description by ckd. DATE: MAY 15, 1996 0� 1 DESIGNED BY: C.E.M. C.E, MADD❑ , JR. Z ---- -- CD CERTIFICATE NO, ,-• --- v 7091 DRAWN BY: D.S.F. REGISTERED -- PROFESSIONAL APPROVED BY: C.E.M. tENGINEER 104 16 COOLER/STORAGE r BATH/LOBBY A T o o 1 I �•l N SEE DETAIL C+ Radial C LCG2 combination curb and gutter - I o I I till Ito I Ir�i * Radius to be as 9 g I I g1 shown on plans M I I \ I U A -a U Street approach some a ° surfacing as main line 6" roadway m - a U W i U) Expansion Joint •.v I1 � Main line roadway A - Note Width "B" 2'-O"or as a shown on typical section a HALF PLAN U U How of tfer line Facie Gutter in* of - Ctxb Side Street Main GM Roadway --- When used In conjunction with Storsdord CG- 3 o, CG- 7, the curb foce on this Standard 1s to be adjusted to match the mountoble curb configuration SECTION A -A WECIFI NCE N REFSREENCE - STANDARD CONNECTION FOR STREET INTERSECTIONS REFE 502 VIRGINIA DEPARTMENT a TRANSPORTATION 203 08 END -SECTION 12'-60" PIPE and on outlet sew -sections of eh0 on d"' and -'ache" Comets to be 4000 PSI Min PLAN C- 8-- I Ba a steal IadK A SECTION X-X 1 I r END VIEW -_- - EHD-SECTION DEiENS10NS- _- DIM A B C D E 12" a - r o" r- d 4'- t7 7- o' 1'- 9" 4'-cr z- 6" g - 24 S-r r-6" 6'-1" 4-0" 30" 1'-Cr 4-6` r-7 " 6' 1 " 5-0' 42" F 9" 3" a' -a " O" -. 6-3" 2'1I" --9-1 __6' 4W r--O" 6' o~ 2' 2" a 2• ?' o` 54' 2'-3 -5 2'-9 9-2 " 7'_ 6" _ WIT— 2II -0 8 gr ALTERNATE END -SECTION 12"- 60" PIPE ES I HH.b,and on outlet MW-elections ,.y.yv. and Ori filet and-'aCilOfb - X ------ - XK1 JE Concrete to be ' 4000 PSI Min PLAN - - 31 fabric Follow T i----- D - -- - - i- E --) SECTION X-X END VIEW IIIICl1,11��1111,•� •JI.I '� • �iE 7i t: • Ll•I� • NOTEPipe Nrythe shown on plan om based on Eno- Sechot dsslgn show - on fM left If the conlrocta ebctf Gatefl 1 to use the drn leahl d"W shown on - - - - - f - - - the r,ghl , Wglhs will be reduced by the to(f•rena in dienon'son "0'. SLOPE DETAL SPECIFICATION REFERENCE_ FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT Of TRANSPORTATION 102 01 EW-i IA EW-nA ®TC ' -Baova 6 Store Dr-BSea Dald. A Typ. DIMENSIONS FOR BEVEL ON HEADWALL PIPE SIZE It 1s" 0'-r O-1 t/P I A 1fr, v-a 1(r 1r-1 1!2• 21" or 24" a -a (Y-r =w'�`--�•` 2" Da. Bor a 106e tbs/rt o No. 14 B,'et Steel Bor `-'Baits 0 Boa 3/4' CrWrsfor Ono be 765 Lbs./Ft- (ASiu A615 provided on old exposed �o0i' 60) PLAN VIEW edges. No hole, are - to be provided (Grate Removed) m[r' X r' If 3/9" .hen solid bars -wets we used �[ 2" If 2" x 3/e" .f"`�•1-e•� -we --[2 t Wr' /x 2 1/2.. x 1/4"12 c A� _ YP- �`'1 _ _ 1/2" x 4" Stud Shoal "' - Connects o 12"c-.c T DETA IL L A SEE OETAR. a Bas A Bors B ^. r_ 3'-6 1/2"-- --- _-1 SECTION A -A ` M1 Hoodwatl to be beveled in all grads except where r L Ban NOTES a conflict with Invert or wingwalls occur. I I ►•fit --- - -- I~� 8 1/2' c-c TyP, In no core snow top ofendwoc project obese fib slope. d4ch BevW edge Is required on the headwall of the slope, or shoulder inlet end of Me culvert (where the Flow enters (lees As concrete to be used d caw In place. 4000 PSI 4 p,ecost the culvert I. GRATE DETAIL Retntadng steel to move o minimum 1 112" concrete cover Headwall at the outlet and of the culvert may be either square edge or bevel edge. For schedule of re *c, c ,g steel, ornons,ons, and gua hoes see ~ 2 of 2 Shape 10 be ' --- Th,s M1em a be may precow a cast In place with beveled with I • bi e r Boaam of Structure to be W the some grade os or o,oge � - - a c,tch a Do not `. • --- bevel • i invert Detail A DateY 8 Sheet I of 2 �R � PIPE ENDWALL WITH LOAD -CARRYING GRATE 233 FOR 12" - 24'' PIPES _ 302 VIRUNIA DEPARTMENT OF TRANSPORTATION r tot29 Gilbert We Clifford Engineers 150-C 0(ole Greenwich Dr, Fredericksburg, Virginia 22401 (540) 898-2115 and Associates, Inc. Land Planners DIMENSIONS -- ---- PIPE SIZE9-2r, 8 C a b .. 12„ -7_ I" p•_ T � 0.-2. 0.1 1N" 15" 2'-V 14'-O" o'-r W-1lw for 2'-a" 16'- 6" C-2 1/r 6'-1 V.- 21" a 2,eV- 2" 21' _61' ai%s- tr_r-_ ANTITI APPROXIMATE OU ES PIPE SIZE CONCRETE CU YDS. Leg. STEEL NO GRATES LE NGT:, TO Fill CUTFROm CONICE PIPE 12" IA27 113e Its 3 0 Is. 1.532 1.54? 164 4 2J, Is" I,06 1.677 201 5 1.2f 25"M 24" 2.567 2_400 2TtS 6 0 SCHEDULE OF REINFORCING STEEL PIPE BARS A BA Its B BARB C BARS D SIZE SIZE NO. SM. LENGTH SIZE NO SAIL LENGTH SIZE NO ISPA LENSTN SIZE NO SPA LENGTH 12" *♦ 5 B" if-6" e4 17 e" '~ *4 12- . Grates -ti be 3 & -short BENDINIG 12" vans APPROXIMATE! WEIGHT Is" "`�•' I t'-fI u OF GRATE 1e. votes TYPE - LBS! 21" or 24i 2" Oo- Bor No 14 BIYat SWW 123.6a BARS C Bor Sheol 2 of 2 PIPE ENDWALL WITH LOAD -CARRYING GRATE sa Ce CA1gN UrTfillfCF- FOR 12"- 2411 PIPES 1os .-- VIRGINIA Df-PARTWNT Or TRANSPORTATION 233 .-101.30 -102 scale HARDEE'S r%j MOBIL OIL RTE. 50 WEST CONVENIENCE CENTER SHEET 11-A Surveyors STANDARD DETA LS BUILDING FLOOR PLAN of 200 North Cameron St. Set Revised 2/4/97 11 Winchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY, VIRGINIA