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HomeMy WebLinkAbout51-06 Cheer Eruption All Stars & Cheerleading Academy - Cliff's Chrome Barn - Revisions - BackfileLEGEND FCSA CONSTRUCTION NOTES Rev. June 2009 VDOT GENERAL NOTES VICINITY MAP N I CJ EXISTING FEATURES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water, com VI. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) Road Bridge Specifications o ca 4 2, The water and sanitary sewer portion of these plans are valid for three years from date of FCSA approval. and and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, o d o ��� - �vIT EXISTING EDGE OF PAVEMENT __.____ .____-__......___...._ -EX- .__EP __.___..._.__�_._ __._.__ 3. The contractor shall adhere to the standards and specifications rn effect at the time of construction. federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations the most stringent shall govern. die (�0a ti Mid�,� 62a �� ® � C t r._._-._. EX c G EXISTING EDGE OF GRAVEL _._.____ ____._._._.__ _--_._.- __-___.____ .__._�__ 4• The contractor shall coordinate with and arrange for inspection by the Authority, 5. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole. V2, A# construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia �� `^�� r• � �� w 0 � O � a U Occupational Safety & Health (VOSH) Rules & Regulations EXISTING CURB AND GUTTER EX CG - 6 6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap, The Authority shall furnish all needed material and make the tap, V3. When working on VDOT ►fight -of -way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition EX. INTERMEDIATE CONTOUR -- -- -- - - - -- - til: - - -- - - --- -- The contractor shall submit an Appication for Wet Tap and pay the required fees. of VDOT's Work Area Protection Manual, Furthermore, all traffic control flaggers must be certified in accordance with Section 105. i4(c) of the VDOT Road & Bridge Specifications. �'� EXISTING INDEX CONTOUR --ti- w - �• ;-- v a w - -- 7• Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, rya Po ti� �oJ C o U , '� N o N o N EXISTING SPOT ELEVATION .1 f 0 , s 8. The Authority's maintenance division shall furnish and install all water meter through 2 inch in size, r 9 It is the to have the box installed controllers, etc., owned by VDOT o a private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may br, in conflict with the proposed construction activity. VDOT approval of these plans does not Indemnify J� i�i� L� �� • ti � , @� c contractors responsibility meter assembly correctly. the developer from this responsibility. Q� w a a EXISTING TELEPHONE LINE --_..._ _._._.._..____. T-- ------ .__.__ __-.._-_ Before a permanent meter is inst lied: a. The meter box, with its frame and cover, must aligned with the coppersetter. �� � ; � `r �� �-. U) Q) -p cXam properly EXISTING SANITARY SEWER S u" -- - M a.F - -- b. The frame and cove- shall be set to final grade. c, The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches, V5. Design features relating to field construction, regulations, and control or safety of trah`ic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer, SCALE 1"-- 2000' SITE n c � I EXISTING ELECTRIC SERVICE -- - w--._.____ �. ___._.. e= _.____ d. All components of the meter box assembly shall be in proper working order. EXISTING GAS LINE ----._..______, c _..__.____._ ;" �, .__ ____..____ g for services that connect to existing lines: V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way, ; ,1 PROJECT INFORMA TION EX. 11 5 ' RCP EXISTING STORM SEWER :.�. _x-; -� __ _____.- - =- :-f_ a. The Authority shall furnish and install. 1. all /8 x /4 ; /4 , 1, 1 /2 ,ff and 2 water services V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or Owner Contractor EXISTING FENCE LINE A' " 2, all sewer services. b. The contractor shall. developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. Clifton E. Borden et ux Kee Construction Services LLC 4110 Valley Avenue 420 West Jubal Early Drive - Suite 104 EXISTING DITCH LINE - - - -- -- - 1, coordinate the location of the service lateral with the Authority's engineering assistant. 2. submit an A licatlon for Service and a the re wired fess PP pay q V8. The contractor shall notify the local VDOT Residency Office when work Is to begin or cease for any undetermined length of time. VDOT Winchester VA 22602 Winchester VA 22601 j f requires 48 hours advance notice prior to any required or requested inspection. Phone - (540) 869-3303 Phone - (540) 723-0585 EXISTING WATERLINE W/ TEE - A - ~ - 10, All water service lines must have a backfiow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE 1015 1013, V9, The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction EXISTING FIRE HYDRANT �. EX. FN, 'E° standard number or 11, All fire lines must have a backfiow prevention assembly (detector double check valve or a RPZ, as required), The assembly shall meet entrance that is constructed and maintained in accordance with Section 3,02 of the Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within Property Data Building Setbacks Per Code Proposed , R VALVE --�� � --- -_ �� - - �-- W - EXISTING WATER ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be the limits of the project, an employee certified by the Virginia .Department of Conservation and Recreation (VOCR) in Erosion and Sediment - - Tax Map Number 75 (3) 16 Front: 35 35 9 Address Sulky Drive Left Side: 01 4.95 , EXISTING REDUCER -- - - �� r1a �- M- T - installed immediately before the backfiow prevention unit. Radio read remotes are required. Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified Area 0.750 acres Right Side: 74.3' : 12. The Authority shall review the mechanical plan(s) for design and material approval of building's: Zoning B-2 Rear (I-81): 50' 70.7' 0 q EXISTING TREE DRIP LINE a, domestic water meter and its backfiow prevention device, and/or its b, fire service line's backfiow prevention device. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Legal References #040020687 Existing Use Vacant Parking Setbacks Per Code Proposed Proposed Use Cheerleading School Front., 5' 29.5' PROPOSED FEATURES 13, DEQ must also approve sewer pump stations FCSA requires a copy ofDEQ's Certificate to Operate and a copy of the station's DEQ VII, All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when Left Side: 5' 5. 0' Right Side: 5' 5. 0' PROPOSED EDGE OF PAVEMENT PROP EP approved 0&M manual, These documents must be received before substantial completion is issued and water meters released, possible shall be Installed under roadway drainage facilities at conflict points. Zoning Data Rear: 5' 5. 0' EDGE OF GRAVEL PROP EG V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediate! brought to the attention of the engineer and VDOT. Work shall in that tY Open Space Minimum 15% = 4,000 sf o = 5 898 sf Open Space Proposed 18 /o - _., � PROPOSED Y 9 9� cease vicinity until an adequate q design can be determined by the engineer and approved by VDOT. F.A.R. Maximum 1.0 Use For Parking Area Unit Tabulation (U ) PROP. CURB &GUTTER PROP CG-6 V13, Ail fill borrow be F.A.R. Proposed 0.22 Retail 3,750 1/200 19 areas, material and undercut areas shall inspected and approved by a VDOT representative prior to placement and fill. Building Data Office 1,000 1/250 4 Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. Type of Construction 28 -Metal Installation Bays 2 each 3 per bay 6 � PROP. REVERSE CURB &GUTTER PROP CG-6R When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Proposed Area 7,250 sf Total 29 Height Maximum 35 feet PROPOSED CONTOUR 50 Height Proposed 28 feet Total PROPOSED ELEVATION GENERAL NOTES V14. All roadway fill, base, subgrade material, and backfill in utility/stormy sewer trenches shall be compacted in six (6) inch lifts to 95% of o Total Parkin Spaces Required 29 9 P q .SPOT + 50 theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2 /o of optimum moisture for the full width of Z3 " any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in Proposed Parking Spaces 29 ® V o PROPOSED STORM SEWER PROP. 24 ADDS �-� 1. Permits must t e issued from VDOT prior to any construction in a public right-of-way. accordance with VDOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified a PROPOSED SANITARY SEWER S S S 2. The Manual on Uniform Traffic C^^trol Devices (MUTCD) must be adhered to when working in a public right of way. otherwise, Sign Data # of Handicap Spaces Required 2 Proposed Handicap Spaces 2 C.� PROPOSED TELEPHONE T - T T 3. The contractor will remove all meld and debris from the public right of way that is left by vehicles entering and leaving the site. V15, VDOT Standard CD and UD underdnains shall be installed where indicated on these plans and/or as specified by VDOT. Sign Area Allowed Y ; U sf Sign Height Allowed 315 feet Q '� ., PROPOSED ELECTRIC 4. Any damage to neighboring pre;-- :.Mies including county roads and sidewalks, caused by the development of this site will be the the developer. A11 damage be to V 4 responsibility of must repaired original conditions. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is . PROPOSED GAS LINE 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbookn Section 3.02. The the responsibility of the developer, o PROPOSED WATER LINE contractor must maintain this access for the duration of the project, V17, Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at J 6, The contractor will be responsible for adequate and positive drainage of this site. VDOTrs discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. Contact Numbers Seals and Signatures rr PROPOSED WATER METER 1 WM 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction, PROPOSED FIRE HYDRANT p� PROP. FH 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. V18. The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to that Unit total be Design Firm: GreyWolfe, Inc. 667-2001 H pF ZZ CX� W 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions, acceptance of work. and prices may obscured. (540) ���p,LT f� t O COMMON LABELS &FEATURESp 10, The developer is responsible for the relocation of any utilities required by this site plan. V19, Aggregate base and subbase materials shall be laced on subs rade b means of a mechanical spreader. Density will be determined using 9 Y p h' 9 the density control strip in accordance with Section 304 of the VDOT Road and BA certified compaction Bridge Specifications and VTM-10, p Zoning Enforcement: Department of Planning 540 665-5651 P 9( ) Site Inspections: O c� � 2 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction, technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition Department of Inspections (540) 665-5650 A R, t ES LQ W I C) U PROPERTY LINE OF PROJECT 12, All controlled fill must be compacted to a minimum of 95% dense followin Method A' of the Standard ProctorASTM-D698 f1' 9 � to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. Erosion and Sediment Control: LiC. No. 1518-B 6 �1 a Z NEIGHBORING PROPERTY LINES AASHTO-T99, or VTM-1 as applicable. An fill placed underbuildings, s structures orpavement must be ins ected and approved b a P Y 9 � � P P PP y Department of Public Works (540) 665-5643 J� o Q � professional soils engineer. A geotechnical report supersedes this note if provided. Sanitary Sewer and Water: Fred. Co. �9 p� Np Ey C O j W L Q EASEMENT LINE 13, The contractor Is responsible forcontacting MISS UTILITY nor to an site work, All utilities shown on this /an are approximate P 9 P Y P PP V20, Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bride Specifications, Density shall be 9 P �' determined the density in Section 315 Sanitation Authority (540) 868-1061 Telephone: Verizon 301 954-6282 ( ) S U R� W PROPERTY CORNER FOUND locations and not all utilities may shown. using control strip as specified and VTM-76. A certified compaction technician shall perform these 9 ty p p cified tests, Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be Electric: Alleghany Power (800) 654-3317 cl:® W � U Z O ! Q a PARKING SPACE TOTALS l2 14, The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end of each workday, 15, An approved set of site plans must be on -site during the construction process. notified and given the opportunity to be present during the construction and testing of the control strip. Gas: Shenandoah Gas Co. (540) 869-1111 MISS UTILITY 1-800-552-7001 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE W "� U V LU ADA HANDICAP PARKING STALL L 16, The contractor will notify all utility companies prior to excavation within easements, V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, OW U Q W `j es W W w -o- SIGNS 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days, the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1, Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. r A e� Imo, W v J � ~ ► Q `� Zoning General Notes DEPARTMENT OF INSPECTION GENERAL NOTES SANITARY MANHOLE IDENTIFIER A o w m � V22, The foundations for box be investigated by O 0 all culverts shall means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation Maximum I. Exterior lighting will be provided by wall -pack lights attached ® STORM DRAIN STRUCTURE IDENTIFIER Environmental Existing Disturbance Proposed to the building & lightpoles. ® Q LIGHT POLES Building shall comply with the Virginia Unifonn Statewide Building Code and use group A (Assembly) of the International Building Code/2003. Other codes that apply are ICC/ANSI All7,1-03 Usable Accessible Buildings and facilities. The exterior wall closest to the property line shall comply with exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in place box is proposed, the thickness of bedding shall be Features Acreage Allowed Disturbance o o 2. All lights will be shielded or directed to prevent glare on neighboring properties. > �+ J U � 0 fire rating table 602 IBC, six (6) inches Where sots, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation Floodp/ain 0 acres 0 /o O /o 3. Outdoor trash receptacles will be in an enclosed six (6) foot W per stabilization shall be determined by the engineer and approved by VDOT. 0 /o & 0 0% 0 Lakes Ponds acres , J LOCATION OF TEST PITS ® Note: All required accessible egress shall be provided to the exterior of the building. This shall be to either an accesible route from the structure to V23, Approval of this plan shall expire three (3) years from the date of the approval letter. Wetlands >1AC 0 acres 0% 0% fence. 4. This project will not disturb any environmental features as the parking or area of rescue on the landing with fire rated doors and walls within 10' from opening. (Secton 1007,8 IBC) Sinkholes 0 acres 0% 0% defined by the Frederick County Zoning Ordinance. V24, VDOT Standard CG-12 Curb Ramps shall be Installed where indicated on these plans and/or as specified by VDOT. Natural S. W. 0 acres 100/0 0% 5. The owner will be responsible for obtaining or granting Structural design shall comply with chapter 17 of the IBC for special inspection (soils, concrete, bolt test, etc.) and the plans submitted for permit application shall be sealed by a Virginia licensed Design Professional, V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Retention Areas easements shown on this plan. EROSION &SEDIMENT CONTROL FEATURES Final approval of guardrail layout to be given by VDOT after grading is mostly complete. Steep Slopes > 50% 0 acres 25% 0% 6, Easements will be recorded and copies sent to the parties P P involved. INLET PROTECTION 00 Woodlands 0 acres 25% O% 7, All utilities that will service this site must be placed underground, FIRE MARSHALL GENERAL NOTES TRIP GENERATION DATA 0 0 OUTLET PROTECTION 00 I W� > `Z U O 06 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. �,c -/ APPROVALS SP �f- 51 - 06 CHECKDAM CD 2, "No Parkin - Fire Lane"s/ signs will be laced on the site b the Fire Marshal/'s direction. 9 9 P y ITE AM PEAK HOUR PM PEAK HOUR `U` o > U U_ DIVERSION DIKE OD 3, The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. 4. Burning brush piles of natural vegetation requires a permit, Burning construction debris is prohibited, CODE ITE USE FLOOR IN OUT TOTAL IN OUT TOTAL ADT 493 AT.HLETICCLUB 7,250sf 8,0 7,7 15,7 20.7 21,5 42.2 436.6 �' C� a > C� a > C� a > 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. w w w DATA TAKEN FROM THE L T. E. MANUAL 7th EDITION C �r � o M 0 SILT FENCE W/ WIRE SUPPORT WF RESPONSIBLE LAND DISTURBER LANDSCAPING NOTES Frederick County Zoning Administrator Date SILT FENCE W/O WIRE SUPPORT $F- o r�� CDCD °i o 0 i° 1, Miss Utility must be contacted prior to planting, Advise engineer of record of any conflicts in planting locations and utility markings. 1. Site Plan approval from VOOT will expire V.r ee (3) years from the date of the approval letter. NAME: Landscaper must stake and guy all trees Stake locations must avoid utilities 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. CERTIFICATION #: DATE: MAY 15, 2006 SEDIMENT TRAP ST 2. Trees and shrubs shall be healthy and free of Insect eggs, larvae, and disease, The plants shall have ample roots and be well branched. 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is not in progress at the end EXP. DATE The planter shall guarantee all plants for one year, of this period, Authority approval shall be void. SCALE: N/A 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a CONSTRUCTION ENTRANCE CE 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. Land Disturbance Permit and agree to periodic inspections, shall be void. 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. 2. Note: An is the Owner, Site Contractor, Public Works, & Designer to FILE NO. 0186 on -site pre -construction meeting required with prior commencing any site work. 4, Plant substitutions will be allowed with the written approval of the Frederick County Planning Department, approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. SHEEP' 1 OF 4 STANDARD t• ailed ,dd,ll AI DedQi9 to be con®aded to 86% ofASTM D696 nVL4 m C11—ty. CONCRETEARCH IOCaOon marker 24. eal(id CONCRETE ENCASEMENT TRENCH & BEDDING -1- t,n6hed gmde — a• 9ded WMI 2 01) FEB 09 down bard Id - down bond rwraiwd wnagm a Ope (PVC a OF) d&W 41t. min. Lo - up bard rmtrauwd languid pipe (PVC a DIM td ^I D - pipe dwnaetar / w band depth D Each aide a"v.rical &feel bardanal b. rovreW&IriJI ' aadnwn, gry e oastt ale aysmm the WKftd WVth On each ads of hire Nang siren bo—bahod. / D 6' e. & 12' 16', 1 B' & 2P 24' 40' Ld (f0 20 40 97 - W (fd 20 20 20 20 D W 81&12, 101, 1a,&20' 24' 221/2' Ld (a) 1 20 20 40 40 W (ro 20 20 20 20 D S B&12, 16', 1S•&2D' 24' 11 1/4' W (To 20 20 20 20 W(ft) 20 20 20 20 W RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 09 e0got by gae''rated boll 4V bend 2 3 minlrrum �-{ g... pip..rd thtlnga J 0' x 4' gsaketed bell nV -h%nn wad ap ply lire rs- { kxsior, marker WrnIn trse: d2.4'weh- I.p 6' pw d green mw pipe N 2.00% Inl WWQ All pipe and fltUngs shell be SDR 35126 . GRAVITY SEWER LATERAL FOR MAIN WiTH COVER 15 FT OR LESS -22. FEB09 Capitol FwMry a Vh Inc. Vek bNAV d0d"A lwnpholo barns and cove , ttom No. VB4YS P-11a Mood PA4SV-CS1( (41 can Iron tlranout .p Mth standard gasket and Drays pWg h."a—t&—nk equate head _ �ep catauo slid ,�24•tlle.x6•de.p 1 -not!"y Wye "We, mW 4V bad �6-� All pipe and flDings shall be SDR 35/26. GRAVITY SEWER CLEANOUT -24- FEB 09 728 726 724 722 720 ■ D � D In addition m redairtig each joint a the filtkV, arty John that tale Wtttin the spoctW len( of e h bmnch.1 t fittlrq e` M be r.Wahn d. L . estretrwd ienglh a p" (PVC a DIP) D = pipe dlii..ter D g 8' 12' ib' IT 2D' 24' L(1v 00 60 100 120 120 140 /0D TEE, CROSS, WYE D L . reatratr+ed length of PPa (PVC a DIM D • pips cti m 11 0' 6' 12' 1C 10• 2V 24' ae, z21re,11 v4• L (r0 1 20 1 20 1 20 1 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND -2- FEB 09 D001111,111"M. FIRE HYDRANT ASSEMBLY -6- APR 09 Dt 1 D2 BWI,otW of 1M ftng&WI Oemtrair d. In edmon, all PM WIWn 0te 6pKmad W V th on 9w large We a ate r.M— artel be r•et hW. L = matrelntl engm a Pipe (I'VC or D1M D - pipe dwww nounama mommamm ammonam m0000an 00omeon REDUCER ` I j—` I I `--j D 3 In eW*w to matrWaFag t w oonrteWon, arty )oir t M falls MMM Itw VDdr d leloP Mall tw resbelned, 0 1 6' 1 S' 12' 1 l it I 10' 1 20' 24' L . restralrwd "In of Plea (PVC- DIM Litt) 1 00 1 60 100 120 120 140 1 160 1 D - Pie dimwta VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END '3- FEB 09 trealod 2N 4' with top 9- painted bkw 1'O Pug(Pi x nM W4 A1P plastic plug - 6 tall plea Water box — ard eover ib•-21• Same side INSTALLATION NOTES: 1. ExW 10ation of mote box anwbty to be approved prior to trlesNlatlon. 2. Water 6eNie 003W'g wwt, a. Etcave in 3' dentate SCi40 PVC or SDR21 pip.. The p0V "I — Iran are W Wyortd Wdeeak, eaoss V1e straeb tD ate foal beyotd sW.— c b. Install 12 gmrge &did 1, duwred ooppw W no tW ins bedrtg) flan arpomdan atop to Into the me9x bmc (vrmp wire around anpomldn crop; vNre to be MW OD top of PET 8110 kot id—als: come w kdo mown W4 wrap arw bottom of enyle bed) valve: tertdrwte wfth 17 t M pistol. THIS WATER SERVICE CONFORMS T'0 THE UNIFORM STATEWIDE BUILDING CODE %m X3/4", 3�4 AND 1" METER INSTALLATION -a- FEB 09 l I ! j I ICo I col � co -y I 1 � ! WATERLINE VERIFY DEPTH i ( f TO IRV i DIG TEST PIT VERIFY THE LOCATION OF THE EXISTING l j Q) WATER LINE AND GAS LINES i z ! Q�CLnCD— a {Q i miC m C 4p I 1 ' \ �-Q C Q Q ! 1 I O �OtiO O j i {O O-f- J O O l 0+00 0+10 0+20 WA TERLINE PROFILE 1 "=5' HORIZONTAL, 1 "=2' VERTICAL 0+30 If LL P C� �n O CL) U -a Ll2�.' f I p j �1 c7 � r 1 � ! 1 1 I � r i � i � { I l � ��' � ' ; ,/ ' orb' •� '/J,� m `V O it tl I! fi if !, /l �i 11 II / i j f�l 1 1 i ' //I (! f a I i I �t .I I. Q) Ul x � 2 s ul- & J INVESTMENTS 1 v t } 75 ((3 )) -15 i \ IN ( i . I ��, l l i i! I DB 790, PG 180 CLIFF tORDEN, ET UX d { ! ; I` j I; I ZONED: 3-2 ; + l ' 040020687 ( L'F �' I I! USE BUSINESS \1 1 j I j1 ZONED- B-2 WATER LINE AND FIRE __ J HYDRANT TO BE INSTALLED d USE VACANT / r l i if ` AS PART OF THIS PROJECT. I i •� ` > - ' __ r I'12 00 / J i I I i I ;. a I j / 2� �' i ! 22 Y2' BEND r + 54.40'11' W 246. �v d ' iLLJ O 12'R + � EACH CULVERT & 1 J4 / ; 275 \`\ BEVEL AT 45' "warn' �o -_ o L`' z W o 0 r O. ' 1 t ,� °l_ ,,5 ,, 1 �\� I 700' to Rt 11 9, i �. c �c� f , � wOO_°�J ' ;� _� IA `� ' ` ` `� _ t¢MARATHON DRIVE ''�' o �' W ao. p 700i \ —3 - -- - - Q� ��Z� I II� 2B� I;� o I rI� cvusT�� �\ ROUTE 1091 � o J o UNPOSTEp SPEED LIMIT z v 4 O q p v 50 RIM; 72 78 R.O. W' F ` p` ` 1 -4ININ=,18.1 4.SR OUT= 718.0� E29a NV 52as Wp 4.9R d.5R 28 29 29 7 gas V)QZq 'WQ tiZO 5 R s _ L cats ---- GAS _ c u Ins css - i ` 34 O I S 294 /� �W l i 1 I .9 �' J'R s� { I / 29 � 29 s f J09 J0� 2981 29 1 f - H a 25D 28 ? ; + � O 3/ t �' f j r 12' l ¢ y ) i d ` 125' (total) t 01 t, Z 728 + i I � i j 3 J4 3 { J'R i 726 �j 724 iI I t 722 II t tt r t 1 1. { I I ! ! 720 + E { 1 I � ' ► i I { r l TREAT WOODEN PANELS WITH WATER SEALANT. O O t 0 O O O i 1= r o f s 75-((3))- 14 v O RAL PH S. GREGORY y�Z % J P 4 o I I I I DB 913, PG 1429 OW I ZONED: B 2 �/O3 J� o . o 2, 500 sf I j 1, 000 sf i y - ~ _ 3, 750 sf I rw ! ? I i I USE: VACANT Jo° INSTALLATION Br�YS / OFFICE RETAIL -SHOWROOM t FF=730.50 BATHROOM ii FF= W.50' i S TF� ` J DELIVERIES I a, INv=71a.4� i z 3' DOOR i o ^ s /.� ; �; i i W I ` I I I q 129'aS /� /( ti e 31 29D '- - L 50" a� i i 20' 1 75' 20.00 ; Js' I ! � � � � - C/0=727.0' s s—s-- s—s�+s —s—s ! j i �� i! QLLA f J N 54'401 W 255 64 lj __ _ ._._.-- _._- �- I` � I • i + � �- i T t l I I + J 0 , i W w� z o ` = Q � � 1 i 1 (Z) 75-((3))-17 1 { SEE APPROVED SITE PLAN v 1 "TRICK TRUCKS "- 05- 06 i I j I '� i ', O W U t , i KEN -NOR PROPERTIES, LLC # I i I j, 4 CL ,y {! i(j L f- it '� J040025537 �ti 1i III i j f i I Uj I O ZONED: B-2 f i USE: VACANTIL Z t i � I I 4 1 I •, I � � j i - i • i I TRICK TRUCKS O o r 20' 0' 20' _ r%MMM6111111111- _0 2" OF SM-2A 4" OF 3000 PSI CONCRETE W/ GRAPHIC SCALE FIBER Storm water 6" OF 21-8 COMPACTED TO e 4" OF 21-B COMPACTED TO LU 959 DENSITY 0 ~ z Management is 95q DENSITY U) 0 0 b f/ an f \/��\/ SUBGRADE FREE OF ORGANICS �� ���\/ SUBGRADE FREE OF ORGANICS j 06 as provided 1 \ & COMPACTED TO 95Z DENSITY �` & COMPACTED TO 95% DENSITY LO o existing regional TYPICAL PAVEMENT SECTION TYPICAL SIDEWALK SECTION � 0 pond within this DIRECTLY UNDER THE PARKING a are. are. business park, SPACES Uj LU LU TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL, INSTALL ON 4'X4'X8' TREATED POSTS SET 3' DEEP. DUMPSTER & SCREENING FENCE DETAIL N.TS. Seedlna Schedule (Der section 3.32 of VESH 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 /bs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 /bs per 1000 square feet (1000 /bs per acre). 4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue, 10% Annual Rye, 10% Foxtail Millet, and 5% Red Clover at 200 /bs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. 1.5 OF SM-2A 3" OF BM-2 8" OF 21-B COMPACTED TO 957. DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 957 DENSITY TYPICAL PAVEMENT SECTION UNDER ENTRANCE, DRIVE AISLES, AND LOADING AREAS OF 3000 PSI CONCRETE W/ WOVEN WIRE REINFORCEMENT 0 0 0 ap 8" OF 21-B COMPACTED TO o CD 0 95% DENSITY °i C) `D Pq/ SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY DATE: MAY 15, 2006 TYPICAL DUMPSTER SECTION SCALE: 1" = 20' FILE NO. 0186 SHEET 2 OF 4 EROSION & SEDIMENT CONTROL STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site, Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days, Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3, A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized, Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform., mature enough to survive and will inhibit erosion, 4, Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place, 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation, 6, Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin, a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b,Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfali system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration, Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized, 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected, 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure, 9, Whenever water seeps from a slope face, adequate drainage or other protection shall be provided, 10, All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed stormwater conveyance channels or pipes are made operations,, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel, 12, When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction, Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13, When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided, 14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a, No more than 500 linear feet of trench may be opened at one time, b. Excavated material shall be placed on the uphill side of trenches. c, Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and dischargeJ in a manner that does not adversely affect flowing streams or oft=site property, d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization, e. Restabilization shall be accomplished in accordance with these regulations. f,Applicable safety regulations shall be complied with, 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area, Street washing shall be allowed only after sediment is removed in this manner, This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.A11 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority, Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19, Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: 11=11=11-II-II- •--- f.r.f.f.f...�.f.�.f.f.r.f.f.�.G.f.f.f.f�:. MOUNTABLE ON• ELEVATIONSIDE GROUND VDOT 01 Posrrivr DRAINAGE 10, Him COURSE AGGREGATE P To SEDIMENT i MUST EXTEND OF INGRESS . EGRESS OPERATION SECTIONILTER CLOTH i ..ice i � � •x:•'::i OR , CONCRETE DRAIN SPACE SECTION 13-13 PIPE OUTLET CONDITIONS 3do (MIN.) PIPE OUTLET TO WELL PLAN VIEW DEFINED CHANNEL L a d SECTION A -A T FILTER CLOTH MY IN 6'-9'; RECOMMENDED FOR ENTIRE PERINETE NOTES 1, APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BAS)UT, OR CONCRETE. 2. Lo IS THE LENGTH OF THE RIPRAP APRON AS CALCLILATED USING PLATES 3.18-3 AND 3.18-4. 3. d - L5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va, DSWC Plate 3.18-1 INLET PROTECTION NOTE: SILT FENCE USED AS INLET PROTECTION IS NOT ALLOWED IN FREDERICK COUNTY, CONTRACTOR MUST INSTALL THE OPTIONAL STONE ARC AS SHOWN. E & S CONTROL NA RRA TI VE R7-8 HANDICAP PARKING SI (12" X 18 Project Description RESERVED PARKING MAY BE PLACED This site is located in the Battlefield Business Park on the east side of Sulky INTERNATIONAL SYMBOL ON ONE BLANK. Drive, The purpose of this development for the construction of a 7 250 s . ft. OF ACCESSIBILITY ADJUSTING THE P P P r q REQUIRED HEIGHT building to be used for a cheerleading school. This development also has parking IF REQUIRED \ TO ACCOMMODATE \\ and drive aisles for access. THE ADDITIONALLINES Existing Site Conditions VAN ACCESSIBLE The lot is a vacant field, The ground cover is grass and bare earth with some REQUIRED brush along the eastern side, PENALTY $100-500 EFFECTIVE JULY 1, 1998 TOW -AWAY ZONE Adjacent Parcels z The adjacent parcels are vacant or under construction. 4 SOiIS PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) The soils types determined from the USDA's "Soils Survey of Frederick County, HANDICAP PARKING SIGN DETAIL VA"shows Carbo-Oaklet rocky silt loams classified as #6C, This soil is predominately yellowish brown silt foams over bedrock and offers 'severe' erosion (Nor To SCALE) hazards. Topsoil on this site appears to be 9" thick with rock outcroppings, Erosion Control Program • Install construction entrance with wash rack . Install wire supported silt fence . Install culverts outlet protection . Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES-1, Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to f minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment i Control Regulations. ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land X X disturbing activity, and one week prior to the final inspection. /-- ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing, ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at a# times. SF = ES-5. Prior to clommencing land disturbing activities in areas other than indicated on these plans ;(including, but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority, ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7. All disturbed areas are to drained to approved sediment control measures , at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8. During &Bwatering operations, water will be pumped into an approved filtering device., y ES-9. The contractor shall inspect all erosion control measures periodically and 1 after each runoff -producing rainfall event, Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made j immediately, Frederick County Note: ! The Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and ' environment. > (WITH WIRE SUPPORT) i. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS, TRENCH UPSLOPE ALONG THE LINE OF POSTS. tit � FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE —I SOURCE: Adapted from Installation of Strata and fabric Filter Barriers for Sediment Control, Stalrood & W* �I IN El CONSTRUCTION OF A SILT FENCE SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENTFLOW OPTIONAL STONE COMBINATION to, h� FLOW — s.5• �VDOT J3, 0357, /5, #56 OR #57 CO GATE CUSS I RIPRAP TO REPLACE SILT FENCE IN HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED PUTS 3,05-1 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSwrLA 3' MIN. 12: 1 12: 1 3' MIN. N cc-6 cc-6 -07 NOTES: I1 1--­—I —, I I I. H/C SPACES MAY NOT EXCEED A 27. SLOPE. 2. RAMP BUILT TO VDOT CO-12 STANDARDS. J. WHITE STRIPING SHOULD BE 3" WIDE. 4. H,/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. CLv N� m� cLv O J W� �mN w xQ \ o W xQ \ o o � W U � v� W� �nCQ W C) ck� C� 10.8' 12 " OF 21 B --� 12. 0' 2'-7"(CG-6) �-- TAPER PROFILE 10.8' 30.0' 35, 0' @ 2% ENTRANCE PROFILE y UQ o� IC: I _ 1 (V) �D w d rn O U o 0 I (D 01 M O � � w U , U L a Nn fo LL, LL O OP ! s,,. _ 1 i ii ��W�m Q C Z SILT FENCE WITH WIRE SUPPORT SF i x +i` ii ','t1 OV ti O O O pZC X X X X X X X X X XQ y� y r a , O CZ tCZ F i \ CE CE~ O 7 �C -- ----- � _�s W ` Z I 4 s J 125' (total) I P i 2 I I 2,500 sf 1,000 sf 3,750 sf INSTALLATION BAYS OFFICE RETAIL -SHOWROOM FF=730.50' BATHROOM FF=730.50' o I DELIVERIES s I / s 50' 20' 75' 20.00' $ S S S$— S ---- S— S S —•fir Prune out any dead or broken branches, remove all tags, labels, strings, wires, etc. from plon. 2-3" mulch Set top of root boll 2-3" Saucer y equa1-2" aboveg above grade. % J - yct• , r Remove containeuse t ;s< sharp blade to make four 1/4"-I " cuts the length of boll and cut a 114" X on bottom of r „ . ball; loosen compocted .'..` ; . roots. CONTAINER GROWN SHRUB Prune out any dead or broken branches. !/ Remove all fags, labels, strings, wires, etc. from plant. 2-3" mulch 2-3" Saucer Set top of root boll equal to1-2" grade. V above Remove rope & burlap from root boll. Dig hole 2-3 times 'ieth of root II BALL &BURLAPSHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) Prune codominont Prune rubbing or cross branches` Remove tags and lobels Cut away oll balling ropes Remove top of wire bosket\ DO NOT prune terminal leader or bronch tips Prune narrow crotch angles & water spouts Prune broken branches Prune suckers 2"-3" mulch kept loway from trunk Soil we// to —contain water Bockfill soil •' • • Partially backfill, Widen andr c e �� water to settle soil, finish holes in wall bockfilling ��—�•�]� �' Area for water Remove contoiner and cut droinoge (Pine circing roots if or the could container -grown, or os be installed) much burlap os possible if Leove solid soil pedestal - do not field -grown dig deeper than boll depth Dig hole 2-3 times root boll width TREE PLANTING DETAIL (NOT TO SCALE) . 4 _ - CAS '..".- G4s "4-�---ct. fig__._.._. r,"AS� k, �.,. `III I i ii , i i S f 4i f 14 f II I 20 .�N1A Lr) CID LU �y O Ln -�- cos ---- �4s ---- c.�s �----- = O b C+ W�i00 Of 20' 1 GRAPHIC SCALE c�` Z � C4w G)O J; � w zt �q O OC-) O CL �nI�� LIJ p� ° o LLj o � �.. Un.• �o ov z EX Q) 0o v ZW zw Z Q v 0 Q o V �o � J All plantings will conform with Section 165-36B of the Frederick County Zoning Ordinance, Planting Selection, Planting Procedure, and Maintenance. Parking Lot Landscaping Data Per Code Proposed Z Lu W 1 Tree per 10 spaces 3 3 0 � 0 3: (29 spaces) L� > O Total Impervious Area 1 per 2000 sf 13 W � 0 26, 758 sf 13 z U o U Percentage of Green 5% 14Vo C( UJ a y LU 01- UJ a Area in Parking Lot 925 sf 2,660 sf 18,510 sf LU LU �D (D � O a' CD PROPOSED PLANTINGS HEDGE - BOXWOOD - (44) PROPOSED FOR O Q O o CD HEADLIGHT SCREENING - 3' tall DATE: MAY 15, 2006 TREE - PIN OAK &/OR RED MAPLE -16 PROPOSED SCALE: 1" = 20' OTHER DECIDUOUS SPECIES MAYBE SUBSTITUTED WITH APPROVAL OF FRED, CO. DEPT, OF PLANNING FILE NO. 0186 TREES MUST BE A MINIMUM OF 2" CALIPER SHEET 3 OF 4 4" 2" R NO -TES: I THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2- CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3- COMBINATION CURS 13, GUTTER HAVING A RADIUS OF 3DO FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB ec GUTTER. 4• FOR USE WITH STABLIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE-UFSUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS, IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. 11 T. - ------------------- THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6'' CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION ETECIAOLE WARNIKG Vikt,. BE 116K,1V-.t)C9 BY TRLINCATC; VOMC5. 2.ri. t PULE WANIM%U IQ, 13-, A-,$ iGQNCKLIt (CLAst' A ­ IF Fft',AS!I 114103RAL SLR'X:C C:;VCRIIv4 TAC-rkki, W10VI, Or -mr_ .Z;Aup FLOf.5R S*f 2 F*001 IN LENIPTH 114 THE DIPECTION.CF PZDESrRf4J4 TRAVEL- 011H11 7 rp7S OF 4X-101AL 1,14111, IIHE TRN-,,klEZ; �OMES- PC.7E(;i 0ANNNG iMy- :it, USED 74IR THE A:-V4GVA- OF T%iE ENC44EER. 3. SLCPMlr, S,10%S OF CURB RAN0 VAY Sr- PO-JR-5() M3&OurHfCx4Y WITH RA'JP -L-.,OR OR 8*f USING 9ER%tSSI2LE CONSTi MT-f R59JPEJ. SMS, F k6te Z,. nop? 1S P ',C-IF'(. RF. PkrV"-3--6 F:-R Dow"'o, H4Rs s� RED "AS - N RLAlr� N �F 7HA- A5j01MNiG FLAFZr' CAR, BE OTCR PL4'ZEVE T C R5CA5T ;A'JP F,.O R P F w.S5 CI�IICRFTE S444'_ WC.LAS5, P, I. 4 c _k-E` I.CENTER TO CENTER ALONG �4i.NREO 8AR5 AP:' TO BE 14p 5 X Pt (HE CONCRETE COVE R 116'�. 6. VP- 1 C.*B ANC •Z;UT-!ER 51_0E rQ4A5!0hS­5CJACENT TO CJRB RaWPS Ak, 11V PA.n&w 0-� (;V,44 / CJF8 AuL Z;UOLR, 7. StFis P4miPS *E -0 BE LIOCATED A, SHOON NN 4-L,PLANS.'OR 65 DIRECTED IliAiUL PI.QV . ' . 1. 0- . A) - Al - — �l I � A -_CEO' AYiCURB " R LE, RD WIT�fii fHE� Rc.HT OF WAY ',F A 11wr>WXY F Ac�, _11Tv 7.SF,: 117 k1eh--Tr-FR 310FWAJ,K I?,FXITIING, PRrRC,1S--f), ""m ­iy M1 ST �E-LOCPIED CRCS$WALKS As S-OWN JN FYLA,;. OR A�; P.RLCIU, 8' !Ht 01C1ILLH ANO SWUi).�Lf"'O I THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINEO. A T- PE, A P _ NO. U L A 10A 12LI M1IA� X_ -Y:)E 3 P k"AN.L. L L (RADIUS TO BE AS ia-� SHOWN ON PLANS) I 18 C! ----------- STO 41 SIDEWALK X 3: STREET APPROACH SAME SURFACING AS MAINLINE ROADWAY C 11 (RADIUS TO BE AS SHOWN ON PLANS) ALRADIAL COMBINA JON CURB AND GUT ST'D. CC-6) OPTIONAL 61, LOW L FFLOVY LINE 11 EXPANSION JOINT -t L, - A _J � i 0, NOTE: WIDTH 111311 21-011 OR AS QJ MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. PLAN VIEW ri CLASS A3 CONCRETE SION JOINT SECTION C-C M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY 10' PARABOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK Ik CURB RAMPS WITHIN THE LIMITS OF THE RADIISHOULD BE EDGE OF SHOULDER OR 8 X MAX. D INCREASED TO, OPTIONAL FLOW LINE ---4- - IPE SLOCHANGE1 ------D WHEN ST'D. CG-il IS USED FOR ENTRANCES BUILT MAINLINE ROADWAY — — — — — — — IN CONJUNCTION WITH VOOT PROJECTS, PLEASE I I MAX. NOTE THE FOLLOWING. SLOPE CHANCE 5' MIN.- 404AN. FOR STREET I D MAINLINE PAVEMENT 5HALL E CONSBTRUCTED CCINNECTION To THE R/W LINE (EXCEPT ANY SUIBGRADE: zu DESIRABLE FOR COMMERCIAL STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) SECTION A - A GUIDELINES FOR GRADE CHANGE D ENTRANCE VOLUME DESIRABLE MAXIMUM HIGH (MOPE THAN 1500 VPD) 0 x 3 % MEDIUM (500-1500 VPD) S 3 % 6 % LOW (LESS THAN 500 VPD) S 6 x 8 % ARADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE RIW LINE EXCEPT FOR REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION, SEE STANDARD CG-12 FOR CURS RAMP DESIGN 1*0 BE USED WITH THIS STANDARD. )K PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE_ OPTIONALFLOWLINE MAY REQUIRE WARP INC OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. SPECIFICATI REFERENCEON METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMIMERCIAL ENTRANCES Ci VRGINIA DEPARTMENT OF TRANSPORTATION _,c I-OCA. �9 Ok IC STOP i+ ^, EXiSTNG LIGHT POLES, FIRE DROP INLIE-1% ET-,,:, ACCES-;4ALE ROOTES PIi A CON-&JUr,.iS. 4:31�01 :f 124113111111� - TRUC TEO, S7 &B,F. FS;M Ai St.P RESISTANT PATH rQ,14NECTI?,* A-i- ACCEE-SIaLl ELEMENTS Or A FACrUr- TAA.r.CAN 03E A-P;iOACHELO.ENT'�RE,G . VAX N AN RY PFTIF�,TRI/J4S. �'�O 8. �A il�� MAY RF -'-'LAC_40 ON FAAAL 3R TANC.ENIIN, StC,110�;S P.�;OV:V%u IHAr Cu�,D OPENING IS TLAC,-D ViTUN Tits' LINA--, Dr Ti F C�IOSSWAL�< AND % 2 PIGI�H fHAN ErC: rF PAY7M7NT -�+ ��i c,,�F, Ya rtq CIF THF t�IFiB OPFN04(-, IS Al Xy, 3AI/,F 'r-,P OF `'VRB PfP�,N:D:'U_A5c TO THE C'RS. j55 5. TYPICk -;04CF1E.1F SlOrVi,401. #S V IHI('*, whg?4 -1.,F. fN"RANC.r RADIICAIINO TYPF, C W (AWOOKFE --IE 7_:R1J\X, RE001Ri O� ANrICiPATEQ..HEAVY TRJCK )kr-imll: -:0Lk 10 S,VUAR, (ALAI.1- ,iRi P.ARALL.E_ & -;"ERPE'N1D)0U_L/kR T nicai ONCiRETV C I!. 10. VI-E,1, :.U;ki3 RtJAPS IFF O;EC Pa C,*I43UICIi:)N WITH A SwAtO.ED 1,S:r PAth, tH: VIMIVILN .;HALL 8_ IHL 'A'UI'H OF Ii4L 9ikizIL" L';-_ --WH 6, 2, _=4" - TRUNCATED DCUE ff .1, c 0 - 01 ID 0 0 0 .0 0 0 Cl 0. 0 0 0, 0- 0 1+ 0 C 0 0 Q c. C 0 C. 0 0 C3 L\ �l IN 0 U o 0 o 0 a PAY L;MTc 7 RJNCATED D 0 �vl 0 C T F C T. A F WARNING r Z7 1 4 Df; t4i;_ I kC G - 12 DE I- C,C� I'll'A'13 L '0i AR\ IN� I 1\14'G, S, J R� A C GFNFR,,'\I. WITS INSERTABLE SHEET A59 A CONS7014_)N 9 5 CS, 8'. LONG JONT - 12 c Ly B _J TRONCAl ZD DOMES A SEE SHEEI. 10,' 4 FOR DEtA§_S TYPICAL DESIG SIGN ejock OZ MA�x. 2. 0; SECI ION A -A oe 7 PERMSSI5LE 0 i 30 Ax, NOTE-. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, AL TERAT IONS: SEE SHEET 1OF 4, AA- SQUARE LAW;w WtA OUT SiOt OF THE MARKED CROSIAWk K. AREA,--- V) no -A An K OSSWALK TYPICAL PLACEMENT OSSWALK TYPICAL PLACEMENT AT INTERSECTION 'DIAGONAL VARIATION AT INTERSECTION WITf-IIN CROSSWALK WITHIN CROSSWALK �(%1ITHA3QFFTR STRIP) THIS DrSTGN TO BE USED FOR CONSTRUCTION TMT :WORPORAT ES WIDER SW SIDEWALK( LAPONG (48!� WIDE) REQkXRI!D AT Top OF CURB RANP,441i CURB RAMP LENC144 8 FECT rOg.W CONSTRIucirkH'is FEET FOR A_TFRATJONS. SHEET 2'.Of 4 CC] - 12, DE'1­EC.TABLE_ WARNING SURFACE 1105 'T Y P-E A P E R t' 1E N D1, C U L A, R N/ A P IPL I C A T 10 N NEW 7/05 ViR0IN(A:DEPA.RT1%041 OFF TPA'qSPORTATION: Culvert Plan View F T A ALL WAY' RI-1 RI-3 RI-4 30" x 30" x 61: 2B-4 Stop Sign (RI-1) STOP signs are intended for use where traffic is required to stop. The STOP sign shall be an octagon with white message and border on a red background. The standard size shall be 30 x 30 inches. Where greater emphasis or visibility is required, a larger size is recommended. ,-ki a multiway stop intersection! !sec 2B-,; itionlementary plate (RI-3) should be mounted Just below cacti STOP sign. If the number of approach legs to the intersection is three or more, the numeral on the ,upplementary plate shall orrespond to the actual number of legs, or the legend ALL -WAY (R1__4) may be used. The supplementary piate shall have white letters on a red backgroun, and shall have a standard size of 12 x 6 inches (R 1-3) or 18 x 6 inches (R! ­11,, A STOP sign beacon or beacons may be use- .':: -,onjunction with a STOP sier ac described in section 4E-4. Secondary messages shall not be used on STOP sign faces ROADSIDE SIGN RURAL DISTRICT 11"FT - .J Z 12 EW-I.I.- b TSHAPE iO Wz SEVr.LzLI W171H MORTAR FLOW D 00 NOT BEVEL ;LAVER'' IB_ L NOTES.- I- 'H" MAY BE 'REDUCED UNI'L `X" REACHES A WNIMUM OF 4" 'Alp -ERE ENDiVALL 11CU PROTIRUOL ABOVE' SWULDILi4 LINE. IN NO CA- IL SHALL OP CV UIJDAIALL IxZON&T ADMIT fLL 51_10-K, DITCti SLOPE, 0,`? SHOULDER. 2., T4,S I!Zki MAY BE PRECAST OR CAST IN PLACE 3. All. CAST IN PLACE rcNckETF TO BF CLASS A.). FOR PRECAST 5FE 10 1. 02. 4. THIS STANDARD TO BE USED 1AqTI,1 STRAICH7 CROSSNGGS AND ALL S<WS (01 TO 45*), 5. HEADIVALL TO HE P;:VFI ' ED IN ALA. AREAS FXCEP-1 %VFRE A CONFLICT WITH P\VFR7 OR WINGWALLS, CCCbR. I F01 - I ENDWALL FOR CIRC�ILAR IIPE DIAMETER OF PIPE CULVERT 113" 21" OR 21" 27- OR 30" 33' CR 36' A F, 0''B" 9?1 2' 3" 2`111" 3­2', j 3',-9:1 4,_3,� 4;-W. 4:'- 3" 5r-0" 6` 0" I W-0- 10 -g, 12,-G.l C' 2" r 0' 21/, V 414 0­3y,! b, 0 11/4" 0'-1Y,-' 0'- 2l' �21/ 3 CU131C YA!tUS OF CONCIR-CTE (:ONO , PIPE C.M. PIPE` 6241 9,492 1 0A97 �j 1.319 .739 1 L398 2 Oc�7 � 1.94.7 T _;- ; 2.198 3. -,i, A­ 6. NAVEL EDGE IS R_OUIRLD ON I"F HEADWALL AT (H-- 'NLEC END OF rHE C1;LV-?1T'()YI­I[fr_ THE rLow ENTERS THE CULVERT)_ 7.11IIEADWALLAT THE OUTLET END OP THE CULVERT MAY BE DIHER SQUARE EDGE OR BFIVEL EDGE. B. 0*4 SHALLO'O,' FILLS, viHERP ENDWALLS ARE 1 'OR LESS EELOW SHOULDER L;NIE. THE !'OP OF `pf ENDIVZ SMALL BE CONSTRUCTED PARALLEL-0 !HE GRADE Cr eH[- ROk. 9. -Y4" CHAMFER MAY BE C4% ALL EDGES AT mANuFAc-,uFERs OPTION. m2m END"WALL FOR ELLIPTICAL PIPE SIZE OF _cLL`P7:ICK_ PIPE CUILVERT !SPAN x MSE) 23"x14" 14"xG2" 38"x24" 12"x$7" 4f)'x2g" j 40"l,32" 53"z34" A 2 D V 11-111, 2r'l-i 2`4' 2'-0" 2-3, 7 -7' 2 -5" 2-5- i 2 -8- 2r-9, 2. 10" F 0. V a (Ua. q., U-S. 0-9'. U. 9'. 0-9 H 31-31, 3`7­ 3' 9" 4­0" 4'-2' # 4`5­ 4'-7" 12'- T' S 21-151, 2'- 10 31.2-1 Y-6" 41 0; - 2!/z 0"S'14" 0.' 3y?" 0'-4" 0` A/," 0--4Y.," L 0--5" 0! - 51/i! 'i Ol 2" O�-2Yp." L IL CU811- YARDS OF CONCRETE G.B55 235 1. O6 7" -,2 SPtCI=:CATIC,,q REFFRFN'rF STAN*D' AR, D E N D W AL L F 0R P I P'E' UV E R S 12;'-36'' CIRCULAR AND 23"x14 b, x34" EL.1--e]"I""Al 1­7111--�'-' 302 VIRGINIA DEPARrMEN0 T � 7RANSPORTA7'ON 203.04- F1L ALL ctr_cret-e -to laio Cli A 3 ir, ucco(Janco lo.,"thC0 r 1 21 of t-he Curre-l" ^Pt"Cifications. , b".)!fs 18' (`C. will' requir-el I vhen �_�-tr_xture is o -i o sk- v of more 15",. W­, 4_J, ivFouidbp,ipe b,dd -ld`y the Project Eing'reer The r e it-4c, r cerne n t :s -,o be itaccardan,Q-. wit!, S.-ctlon 22.3 of tne, Current Specificctiori-� r --,, sl�,d be Placed I in aw-ordanc.- with Sect 406, Hoo,k t clt m.q+ rioI s th,- cqrren,A5TM A-307, 6 0 1 -'s szhP_11 b-.- golvartized. to rieet the currerit ASTtA A-153. For cflurn';nurr pip., ho,,)k 010liq shall be P,rote(.Aed vvi'th one, a She t6'lovving, BI.(urrns:f.'c 5C, Bildry, , tic M, or --onco-( B-5C vvhere contcct is ma -de, between'pipe .cnd holc.k 1 thic:Rre.ss. Hex Nu It 1141 Threads for bclts cric nu-..s Ort: Amc­'cc- 1�a , hre��d `� - . IS rd:i,d Coar!se T IL Se Class 2 1 ',,r Hr.,'ok 6,dWs. WNOP OROSSR'1'1,'-.: v_ �r o e �i�xd viire 41--ti 6 A PEII NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL.� TOP. OF FILL: TOP OF FILL f-.GROUND LII`11 GROUND WE H ^- ORf3lJAftll LINE -41 r EARTH ROCK OR-, UNYIELDING T rr D-112" EARTH d d SOIL, D/2 D/1. BEDDING Lui ------- MATERIAL h ��-BEODINC- M IN. Ill0 OJ BEDDING MIN, VlD D- X PER N MATERIAL L MATERIAL. yxi OF H x D _ft-1 x WIN B.l. FOUNDATION SOFT YIELDING, OR NORMAL EARTH FOUNDATION p4i� Z4.o ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL Plf�E- PROJECTION AE30VE GROUND LINE MIN. 1.5 x D 1P MIN. 1.5 x D MIN. 1.5 x D I MN. 1.5 x D I MIN. 1.6 x 0 MIN. 1.5 x D l TOP OF TOP OF FILL FILL, I TOP OF FILL---* H H 12 GROUND GROUND 2.4 GROUND d e LINE e'012 D/2 D/2- EARTH ROCK OR LLF MIN. elo BEDDING X �_D MATERIAL UNYIELDING M SOIL LAIN. 111 BEDDING X D BEDDING y" PER MATERIAL:of EARTH MATERIAL NORMAL EARTH FOUNDATION H WIN. 8", ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX, 24" OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH ErTIMATERIALAC 5D2 OF THE ROAD MD: ORIDOE� SPECIFICATIONS.REGULAR BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 3D2 OF THE ROAD AND BRIDGE SPECIFICATIONS - CLASS 1: BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE*RDAD MO BRIDGE SPECIF10#7" ON6., EMMXMENT NOTE',FOR' PLASTICPIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL. SHALL BE EXTENDED TO IT' ABOVE,THE TOP OF THE PIPE. SHEET I OF 4. SPEUIFCATION INI:S. T L.AT 10 N OF RIPE CULVERTS AND STOR9' SEWERS RErERENrE A.L CIRCULAR PIPE. BEDDING AND BACKFILL - METHOD "A" 302 REY.1/04 30 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.01 LZ 0 LC R rq 'It 0 ko z� LA � CD U Ln "D C rn M p Q: 1:11 _§ M ej 6 :rj 11:5 , C: r Q) ce U.J F- Z 0 3: a > 0 016 06 < F- < E2 U > U_ LLJ LU Lu CL CL 13. LU LU tiC I 0Y fY 0 tD 0 �D 0) 0 0 N re) 0 0 DATE: MAY 15, 2006 SCALE: ify = 20' FILE NO. 0186 SHEET 4 OF 4 JUN 1 1 2009 LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP i o _ Rev. June 2009 EXISTING FEATURES 1. The Authority's Water and Sewer Standards and Specifications are available at www. fcsa-water, com VI, All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) ~ ~ C o0 o 0 2, The water and sanitary sewer portion of these plans are valid for three years from date of FCSA approval. Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, d o �9 N O N F�` EP EXISTING EDGE OF PAVEMENT ___-_._ .___...__ _.__ .___ _.-..___.._.___...___-__ .___._ - 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. FLOa ti �`dd�e 626 ��� fit. ® ' � f tl o � o Ln EX EG EXISTING EDGE OF GRAVEL ____.___.__ __._____..__._ __....._.___.__ 4. The contractor shall coordinate with and arrange for inspection by the Authority, 5, The contractor shall connect a new sewer fine to an existing manhole by core drilling the manhole. V2, All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia ��� �� ��' �o o C O o 0 U a Occupational Safety & Health (VOSH) Rules & Regulations. EXISTING CURB AND GUTTER EX CC-6 i -- - -- - ------ - -- ---- - -- -- ---' 6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap, The Authority shall furnish all needed material and make the tap. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition VDOT's Work Area Protection Manual, Furthermore, traffic fiaggers be in Section EX. INTERMEDIATE CONTOUR --- --- __.. _._ ..___ ___ ..__,, ; __ ___. __ ._-_ ._.__ _.. The contractor shall submit an A ication for Wet Tap and a the required fees. PP P pay 9 of all control must certified accordance with 105.14(c) of the VDOTRoad & Bridge Specifications. C EXISTING INDEX CONTOUR - .M.•.,- r . J:um a - w nLL ' 7• Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8, The Authority`s maintenance division shall furnish and install all water meter through Z inch in size. V4, The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibilityof the developer to locate and identify ma oP� a� ti, -�. J� L� oEi ° U � � Cr. j @� EXISTING SPOT ELEVATION 5 v'. ;; facilities items that in the VDOT these does Indemnify iii� O �o It is the contractor's responsibility to have the meter box assembly installed correctly, utility or maybe conflict with proposed construction activity. approval of plans not Q. EXISTING TELEPHONE LINE __..__._._ _.._.___.____ _.._._.____ 1 _.__.__.. Before a permanent meter is installed; p The box, its frame the the developer from this responsibility. ��, °` �o �� b � ,Q -p � a. meter with and cover, must properly aligned with coppersetter, w .m w, - _--y- EXISTING SANITARY SEWER -- S S b. The frame and cover shall be to final grade. c. The distance between the to of the cover and the co ersetter shall be between 18 and 21 Inches P PP V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary b VDOT, An additional expense incurred as a result of an field revision shall be the responsibility of the developer, rl' Y Y p h'� SCALE 1 "= 2000' SIT E I CZ) c i EXISTING ELECTRIC SERVICE -- - -- -- - ... -- -- E - ---- d All components of the meter box assembly shall be In proper working order. Y P i; J c EXISTING GAS LINE ____._...___. _._ ��� __._.___. ; �: ��__..___ g, For services that connect to existing lines: V6, Prior to initiation of work ,the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT fight -of -way, PR OJECT INFOR MA TION EX. 15 " RCP - EXISTING STORM SEWER _W--_:: _ ::, _-_.: _:: ___- _ _. =-_:w_ a. The Authority shall furnish and install; 1, all 5/8 `X3/q ; 3/q';1 °, 11/ ;and 2" water services V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or - y�" � Z I `--- _ Owner Contractor EXISTING FENCE LINE _._.._._�._ �; ___..._.�._. , - _.___._. _"" - 2, all sewer services. b. The contractor shall: developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. Clifton E. Borden, et ux Kee Construction Services, LLC�,• West Early Drive 104 4110 Valley Avenue 420 Jabal -Suite � �7, EXISTING DITCH LINE 1, coordinate the location of the service lateral with the Authority's engineering assistant. 2, submit an Appllcatfon for Service and pay the required fess, V8. The contractor shall notify the local VDOT Residency Office when work /s to begin or cease for any undetermined length of time, VDOT Winchester VA 22602 Winchester VA 22601 - Phone - (540) 8693303 Phone - (540) 723-0585 requires 48 hours advance notice prior to any required or requested inspection, 4 EXISTING WATERLINE W/ TEE 10, All water service lines must have a backdow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE 1015 1 D13, V9. The contractor steall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction ,� EXISTING FIRE HYDRANT EX. FN, standard number or entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion & Sediment Control Handbook. Property Data Building Setbacks Per Code Proposed EXISTING WATER VALVE-•---��-� �� °�--••---- �'' -•-----� 11. All fire lines must have a backt7ow prevention assembly (detector double check valve or a RPZ, as required), The assembly shall meet Furthermore access to other properties y project g P � p perties affected b this ro ect shall be maintained through construction. The Developer shall have within the limits of the project, an employee certified by the Virgfnla Department of Conservation and Recreation (VDCR) in Erosion and Sediment Tax Map Number 75-(3)-16 Front: 35 35.9 , EXISTING REDUCER-g -v� W �Y -'�' ASSE standard number 1048 or 1047. An exterior, privately owned fire line shall also have a fire service meter. This assembly shall be y ' P Y y Installed immediately before the backflow prevention unit. Radio read remotes are required. Control who shall Inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Address Sulky Drive Left Side: 0 4.95 , Area 0.750 acres Right Side: 0' 74.3' g •'- Deficiencies shall be promptly rectified, 12. The Authority shall review the mechanical plans) for design and material approval of a building's; Zoning B-2 Rear (1-81): 50' 70.7' c` EXISTING TREE DRIP LINE -- _.ti , n��� -j 1, •s.- -� "�, a, domestic water meter and Its back ow prevention device, and/or its b. fire service line's backfiow prevention device. VIO. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Legal References #040020687 Existing Use Vacant Parking Setbacks Per Code Proposed Proposed Use Cheerleading School Front: 5' 29.5' .,r, PROPOSED FEATURES 13, DEQ must also approve sewer pump stations FCSA requires a copy of DEQ's Certificate to Operate and a copy of the station's DEQ VII. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when Left Side: 5' 5. 0' Right Side: 5' 5. 0' CZ PROPOSED EDGE OF PAVEMENT PROP EP approved O&M manual. These documents must be received before substantial completion is issued and water meters released. possible shall be Installed under roadway drainage facilities at conflict points Zoning Data Rear; 5' 5. 0' Open Space Minimum 15% 4, 000 , = sf PROP EG VI2, Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction be immediate! brought to the the engineer VDOT. Work in that o Open Space Proposed 18 /o = 5, 898 sf QL PROPOSED EDGE OF GRAVEL shall attention of and shall cease vicinity until an adequate Y 9 9 �' q design can be determined by the engineer and approved by VDOT, F.A.R.Maximum 1.0 Use For Parking Area Unit Tabulation QJ Q PROP. CURB & GUTTER PROP CG-5 V13, F.A.R. Proposed 0.22 Retail 3,750 1/200 19 11_�A All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Building Data Office 1,000 1/250 4 Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. Type of Construction 2[3 -MeInstallation Bays 2 each 3 per bay 6 Metal � PROP. REVERSE CURB & GUTTER PROP CG- 6R When soil samples are submitted to private laboratories for testing, the samples shall be clearly Identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Proposed Area 7,250 sf Total 29 Height Maximum 35 feet c`p ty PROPOSED CONTOUR 50 Height Proposed 28 feet Total � PROPOSED SPOT ELEVATION GENERAL NOTES V14, All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical density determined by AASHTO T-99 Method A, 2% for full Total Parking Spaces Required 29 � + 50-QQ maximum as within plus or minus of optimum moisture the width of " any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in Proposed Parking Spaces 29 p V o PROPOSED STORM SEWER PROP. 24 ADS 1. Permits must be issued from VDOT prior to any construction in a public right-of-way. accordance with VDOT Road and Bridge Specifications Certified copies of alI test reports shall be submitted to VDOT daily, unless specified PROPOSED SANITARY SEWER S S S 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. otherwise, Sign Data # of Handicap Spaces Required 2 Proposed Handicap Spaces 2 _1k Ci •� z 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site, V15, VDOT CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT, Sign Area Allowed 10t) -sf Sign Height Allowed 35 feet L. w v� PROPOSED TELEPHONE T T T 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the PROPOSED ELECTRIC responsibility of the developer. All damage must be repaired to original conditions. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is 4. PROPOSED GAS LINE 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3.02. The the responsibility of the developer, PROPOSED WATER LINE contractor must maintain this access for the duration of the project, V17. Prior to VOOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at 6, The contractor will be responsible for adequate and positive drainage of this site. VDOTs discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. COn to Ct Numbers be%.e. �./ C Seals a /� u .7 i9�l C� tu�-es PROPOSED WATER METER 1 WM 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction, PROPOSED FIRE HYDRANT PROP. FH 8. Al/ construction will be done following the laws and guidelines set forth by OSHA and VOSH. 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions. V18. The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of construction. Copies of all Invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Offce prior to acceptance of that work. Unit and total prices may be obscured. Design Firm; GreyWolfe, Inc. (540) 667-2001 NTH Op L , W t®' Zoning Enforcement, �yJEP COMMON LABELS &FEATURESP I0. The developer /s responsible for the relocation of any utilities required by this site plan. V19. Aggregate base and subbase materials shall be laced on subgrade b means of a mechanical spreader, Density will be determined using 9 Y P h' 9 the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction Department of Planning 540 665-5651 P 9( ) Site Inspections: � 2 o � j 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction, technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT dall unless specified otherwise. In addition P P P y� P Department of Inspections (540) 665-5650 R. 1`E5 4 O � Q PROPERTY LINE OF PROJECT 12, All controlled fill must be compacted to a minimum of 95% density following Method A' of the Standard ProctorASTM-D698, to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. Erosion and Sediment Control., Lic. No. 1518- 6 6 - j �1 +r � C � ti � Z c� Z NEIGHBORING PROPERTY LINES AASHTO-T99, or VTM-1 as applicable. Any All placed under buildings, structures, or pavement must be inspected and a roved b a PP g P PP y Department of Public Works (540) 665-5643 o V) � U ,-, EASEMENT LINE professional soils engineer. A geotechnical report supersedes this note ff provided. Sanitary Sewer and Water., Fred. Co. Sanitation Authority (540) 868-1061 �•4� �O� D S U R� ct W W O W Z Q PROPERTY CORNER FOUND Qo I prior to an site work, A// utilities shown on this plan are approximate 13. The contractor Is responsible for contacting MISS UTILITY p y p pp locations and not all utilities may be shown. V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified fn Section 315 and VTM-76. A certified compaction technician shall perform these Telephone; Verizon (301) 954-6282 800 654-3317 Z tU �. W W � Z tests. Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be Electric: Alle ham Power 9 Y ( ) C O Z x � � PARKING SPACE TOTALS 12 14, The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end of each workday, 15, An approved set of site plans must be on -site during the construction process. notified and given the opportunity to be present during the construction and testing of the control strip. Gas; Shenandoah Gas Co. (540) 869-1111 MISS UTILITY.' 1-800-552-7001DMA THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY TION OR CHANGE IN THESE ; V O V � V ADA HANDICAP PARKING STALL 16, The contractor will notify all utility companies prior to excavation within easements, V21. In accordance with Section 302. 03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom the to determine the type foundation. The findings foundation PLANS SHALL BEAPPR0VED 8Y THE ZONING ADMINISTRATOR PRIOR TO U of excavation and condition of the contractor shall report of exploration to CONSTRUCTION, '� Z -v- SIGNSe for 17, e wseeanstraw, or sostabilization, any stueareas awill r more thirty days,g The contractorillddtfsoil disturbed that be le than thi d VDOTfor i the engineer and approvalito iFoundation dishall complyith VDOTRoad BidStandard PB1 pror o placing pipe. ounaon designs sawith and anar-. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall w oL q be determined by the engineer and approved by VDOT. Zoning General Notes `(,/� SANITARY MANHOLE IDENTIFIER DEPARTMENT OF INSPECTION GENERAL NOTES �- V22. The foundations for box be investigated 0 all culverts shall by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation, The contractor shall submit copies of borehole logs and report findings of foundation Maximum 1. Exterior lighting will be provided by wall -pack lights attached STORM DRAIN STRUCTURE IDENTIFIER Environmental Existing Disturbance Proposed to the building & lightpoles. LIGHT POLES Building shall comply with the Virginia Uniform Statewide Building Code and use group A (Assembly) of the International Building Code/2003. Other codes that apply are ICC/ANSI A117.1-03 Usable Accessible Buildings and Facilities. The exterior wall closest to the property line shall comply with exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PS-1. Contrary to the Standard, where rock is encountered and cast -in place box is proposed, the thickness of bedding shall be Inches. Features Acreage Allowed Disturbance - o o F/oodplain 0 0 /0 0 /o 2. All lights will be shielded or directed to prevent glare on neighboring properties. U � n• 1_. W fire rating per table 602 IBC, six (6) Where soft, yielding, or otherwise unsuitable foundation Is encountered, the foundation design and/or need for foundation acres 3. Outdoor trash receptacles will be in an enclosed six (6) foot O LOCATION OF TEST PITS ® Note; All required accessible egress shall be provided to the exterior of the building. This shall be to either an accesible route from the structure to stabilization shall be determined by the engineer and approved by VDOT, V23, Approval of this plan shall expire three (3) years from the date of the approval letter. Lakes & Ponds 0 acres 0% 0% Wetlands > IAC 0 acres 0% 0% fence. 4. This project will not disturb any environmental features as � J the parking or area of rescue on the landing with fire rated doors and walls within 10' from opening. (Secton 1007,8 I8C) Sinkholes 0 acres 0% 0% defined by the Frederick County Zoning Ordinance, V24, VDOT Standard CG-12 Curb Ramps shall be Installed where indicated on these plans and/or as specified by VDOT, Natural S. W. 0 acres 100/0 0% 5. The owner will be responsible for obtaining or granting Structural design shall comply with chapter 17 of the IBC for special inspection (soils, concrete, bolt test, etc.) and the plans submitted for permit application shall be sealed by a Virginia licensed Design Professional. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Retention Areas easements shown on this plan. 6, Easements will be recorded and copies sent to the parties EROSION & SEDIMENT CONTROL FEATURES Final approval of guardrail layout to be given b VDOT after radii is most/ complete. PP 9 y 9 Y grading Y P o 0 0 Steep Slopes >50 /0 0 acres 25 /0 0 /o involved. INLET PROTECTION ® lP Woodlands 0 acres 25% 0% 7, All utilities that will service this site must be placed underground. w FIRE MARSHALL GENERAL NOTES TRIP GENERATION DATA 1.4 o V) > O 1, An inspection by the fire Marshall's office will determine where curbing must be painted yellow. .�c 1 APPROVALS SP �i" 51 _ 06 OUTLET PROTECTION 00 j W< 'Z ~ � Q ®CD 2, "No Parking - Fire Lane" signs will be placed on the site by the fire Marshall's direction. ITE �AMPEAKHOUR PM PEAK HOUR ITE USE FLOOR OUT TOTAL IN OUT TOTAL ADT v p tUCHECKDAM 3. The contractor must align the fire hydrants to the direction as detennined by the Fire Marshall. CODE C(- 0� Q� DI VERSION DIKE - DD 4, Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. 5, Emergency vehicle access must be provided at all times Fire hydrants will be always be left unobstructed. 493 ATHLETIC CLUB 7,250 sf 8, 0 Z7115,77 20, 7 21.5 42.2 436,E w a > w a- > w a > LLU DATA TAKEN FROM THE 1. T.E. MANUAL 7th EDII70N J G� o C) CD SILT FENCE W/ WIRE SUPPORT WF /' RESPONSIBLE LAND DISTURBER LA NDSCA PING NOTES Frederick County Zoning Administrator Date SILT FENCE W/O WIRE SUPPORT SF Q o o M ` 1, Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. 1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. cg-- NAME: Landscaper must stake and guy all trees. Stake locations must avoid utilities. 1. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval, CER TIFICA TION #: DATE: MAY 15, 2006 SEDIMENT TRAP ST 2. Trees and shrubs shall be healthy and free of Insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is not in progress at the end The planter shall guarantee all plants for one year, of this period, Authority approval shall be void. EXP. DATE SCALE: N/A 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a CONSTRUCTION ENTRANCE CE 3, Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. Land Disturbance Permit and agree to periodic Inspections. shall be void 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. Owner, Site Contractor, Public Works, &Designer to any FILE NO. 0186 2. Note: An on -site pre -construction meeting is required with the prior commencing 4, Plant substitutions will be allowed with the written approval of the Frederick County Planning Department approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections, site work. SHEET 1 OF 4 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. CONCRETE CRADLE STANDARD 74' eawd bacMO 2 0.0, CONCRETE ENCASEMENT TRENCH & BEDDING -1- f✓lwhad grade -� V Select .dk ill AI NICkM to be CMt Wp d to 95% o(ASTf., D93B rtsakraan tl«�ry. CONCRETE ARCH FEB 09 dam Oofd Ld - dam barW roetre4,ed larpat 01 WDe (WC or Dll ) depth 4 ft. min. Lu = up bend Intralned M VMU p!pe (PVC n DIP) �I D-Pipe diarneW / w bond \> Each afdo of arty vertical oftairt brut,on.o,/ roatrairwd.LS adlitbn, f.ry' g th>n laity wsdlln r epecMed 1.,p on each a;de of Vw Nang "I bo reebwod. D B S' & 12• 16`. I U1 & 27 24' AS' W (10 20 40 00 BO W (fr) 20 20 20 20 D 8' 0'&,2' 10', i0'a20' 24• 22 Ire LO (fl) 20 1 20 40 40 La tU 20 1 20 20 20 D e• s&,r tc,tsazp• 1. I it 114• Ld QQ 20 20 1 20 20 W (n) 20 20 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 09 Oga try Qwk tad betl,V bend 2 `— gaeket,d pip, and GV l p J 6' x 4' gaaoted boll rr)v eoNem salt, cep All pipe and flulnya ahall be SDR 35126. GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS .22- -nn Caphoi Fmndry of VA, Inc, tref&o bo ft dotnaA Ionola bamo and OaBr . flan No. VB-0'S P-4a Model PA4SV-CSK (41 cast Von de —A rap with standard gaaket and brass pt,g h.AV a CaA tI nk sq— head wncrtso a�Jd pad finlah 2,' doe. x 0' deop grade 45• bond FEB(M .................................................................. AI pipe and fittInV3 shall be SDR 35126. GRAVITY SEWER CLEANOUT -24- FEB 09 I+---L { I L I iLv D D al In addition to rosbairig each ant of the fitt", any p ni mat t,m wMn 0,e spooled wroth or aedl branch of d+a nttMg aired be reebektod. L - 0VUWnod wnpth d plpo (PVC a OIP) D = pipe dlamefer D 1 e' 1 8- 1 12-lir I IS- 20' 24' L(f0 I 00 60 100 120 120 140 100 TEE, CROSS, WYE D / L - reaba" W)pth of rape (fn'C or DIP) \ D - pipo diemdd D 0' 0• ,7 1B 1a' 20• 24' 4C. 22 Itr, Ii 1/4• L (fi1 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND -2- 728 726 724 722 720 FEB 09 FIRE HYDRANT ASSEMBLY 6- APR 09 Both joint, of Oro fhdrp shall be resaalned In addition, all )oMtt, Mthin dal bpeodMd Mf18tl1 M tine t,nge title Of dal tedlroer ahel tM netratsd. L = moftned btgth O pipe (PVC or DIP) D - Woe D4elflatu L (IQ D2 Di �a000lom� �000000 oo�oovv REDUCER 1 �` I I `—j D h addition W reatralN'1g tine mnlrrectbn, arty joYn alai . fa M21h 0te apedM1ed Wip Steal be reabalned. D 0- - 12' id 18' 20' 24• L - restreirled larpth of pipe (PVC or DID L(It) 00 00 100 in 120 140 VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END •3- FEB 09 Veered 2N 4' wflh top 6• pasted bkw 1'Codpllnp(Pi %flP) am LYP pleaUc paB on a tail piam rneVn txnc —24- 6,*00 enU mean Arad°4 -akfawalk—i---36'—i Same side NSTALLATION NOTES: 1. E," loct>bon of roster box es 06 * to be s MV od prior to WtNIatio, 2. WOW service CroaaVq etreeb a Errcave In 3• diameter SCH40 PVC or 6DR21 pb0. Tho PIDVg shell nn from ore tool beyaW aidoeralk, across the etree4 m ens foot beyond Wd-. c 6. Instal 12 pwpe Solid InsNelad oopper wore (twr foe t e g) ft m corporation stop to into the meter bm (wrap wte around Corporation Stop: W na to be tepod to, top of PET ed 10loot e—ala; come tP Wo meter baC wrap aroud bottom of ample bell valve: tallrirmte whin 12' Ie1 pfecol. THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE %"x%',WAND 1' METER INSTALLATION 43- FEB 09 I WATERLINE VERIFY DEPTH AM ! DIG TEST PIT TO VERIFY THE low } LOCATION OF THE EXISTING I z j WATER LINE AND GAS LINES z Q m Cr SZ 14ZI 1.Z o�o�tio� o t jo o , io f 0+00 0+10 0+20 WA TERLINE PROFILE 1 "=5' HORIZONTAL, 1 "=2' VERTICAL 0+30 728 726 724 722 720 r j / f i f � � j � J � ? f ) I • 75 ((3))-15 CLIFF PORDEN, ET UX 040020687 b ZONED: B-2 IN, WATER LINE AND FIRE �` \ f I USE: VACANT + HYDRANT TO BE INSTALLED AS PART OF THIS PROJECT. 4 00 ! 1 2 +� f 54'40'11 a W 246. 1 12'R - P. a CO )Ir i 1 i i 1 I � 1 i t I f } ! � I TREAT WOODEN PANELS WITH WATER SEALANT. f ' 75- 3 17 t JCL f+rrrwvcu J11C f-L,ilV Jt KEN YOR PROPERTIES, L L C ! "TRICK TRUCKS" - #05 - 06 f t #040025537 I ' ZONED: 3-2 } f t USE: VACANT f t j � t � f -• r f 7J,!95' ! _ -- I I TRICK 1 FUCli S i i 20' 0' 20' TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL. INSTALL ON 4'X4'X8' TREATED POSTS SET 3' DEEP. DUMPSTER &SCREENING FENCE DETAIL N. L S. 2" OF SM-2A GRAPHIC SCALE Storm wa ter 6 OF 21-8 COMPACTED TO Management is 957. DENSITY 1-1 provided by an �� ���\/ SUBGRADE FREE OF ORGANICS Ilk & COMPACTED TO 95% DENSITY existing regionalIR TYPICAL SECTION pond within this DIRECTLY UNDERENT THE PARKING business park. SPACES 1.5 " OF SM-2A 3" OF BM-2 Seedinq Schedule (Der section 3.32 of VESH 1.) Topsoil will be spread at a minimum depth of 4': 2.) Pulverized agricultural limestone will, be incorporated into the soil at a rate of 92 Ibs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 /bs per 1000 square feet (1000 /bs per acre). 4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue, 10% Annual Rye, 10% Foxtail Millet, and 5% Red Clover at 200 lbs per acre. 5,) Straw mulch will be applied to all seeded areas at the rate of 3500 Ibs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. 8" OF 21-B COMPACTED TO 957. DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL PAVEMENT SECTION UNDER ENTRANCE, DRIVE AISLES, AND LOADING AREAS o0 0 i ® 5 U1 i ! t V) � C 1-Z � `;II ff 14, 1 n U a I -0 t ! i C 0) M C O M 1'� i � Qbj � M ,S I ' 75-((3))12 ( 1t & J INVESTMENTS h +' i j !f 1 DB 790, PG 180lb 1''1 ZONED: B-2 I� i i g' I i I� USE. BUSINESS �T QI 40 ! ! (]4�, I ) I � f ' '! t c•2 �di� � f 22 %2' BENDPW � LLJ W j ADD 16' TO EACH CULVERT & 'yni\ Q v W `� I\\�� BEVEL AT 45' �• _ _ - W ti m ` LLJ U O OOO \; ! 700' to Rt 11 � ' C< Q �i 700'+• \ "MARATHON DRIVE � � ©� W o z�LIQ ROUTE 1091, I `� UNPOS SPEED LIMIT z O -' O o ! i S , � � SSMH /%�\ \1 S R.O.W. Q czj Q) lN� IN= �18.1 ' \.� lNV OUT=718.0'\� W Z g0 31 —cis i — cots -+ cots r � I- . ca.s --__. C _ __. IAI : Z Q O 25 R tots _-_i \ ccs CL N I I rots ----- cA.' --�'\ � ` \ 20 j tiQ' U) m 0 12' I S Lu oo yy 2 Z 75-((3))-14 Q z V RAL PH S. GREGORY DB 913, PG 1429 OW ! 1 ZONED: B-2 WOO USE: VACANT imm r• *A i t o� 'a4 Ru) Q. Q. f ! ! i+ ! UT I v W Q ZZ �W Q, LU W cQ� � z �� ot Wq Wj LLI LL \ �o qo OW LQ Z� cW zw � gJ �o O wo � J OO 4 " OF 3000 PSI CONCRETE W/ 4 ` FIBER 4 " OF 2 1 - B COMPACTED TO Z w 1\00 \\N95q DENSITY � o \/ SUBGRADE FREE OF ORGANICS j 06 as / & COMPACTED TO 95% DENSITY IW <I, o < k v in U TYPICAL SIDEWALK SECTION IL_ CL a- 0- LLILU a n�. a 8" OF 3000 PSI CONCRETE W/ WOVEN "- WIRE REINFORCEMENT o 0 0 a� 8" OF 21-B COMPACTED TO o 0 0 95Z DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY DATE: MAY 15, 2006 TYPICAL DUMPSTER SECTION SCALE: 1" = 20' FILE NO. 0186 SHEET 2 OF 4 EROSION & SEDIMENT CONTROL STANDARDS E & S CONTROL NARRA TI VE R7-8 _) W U HANDICAP PARKING SI (12" x 18 3' MIN. 12: 1 ^ 12: 1 3' MIN. ? t U _N W J ? t+J N_ W J 4! LC ( ,y 1, Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on an p ry pp y g y portion of the Project Description RESERVED N 4 - CG- 6 CG- 6 o W t o ^ ° ^ I site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for Ion 30 days, Permanent be to that to be left dormant for than This site is located in the Battlefield Business Park on the east side of Sulky PARKING MAY BE PLACED INTERNATIONAL SYMBOL ON ONE BLANK. W o L J �_ ? t� N ti ? c� o Q N — w d- er than stabilization shall applied areas are more one year. 9 y pp y Drive, The purpose of this development for the construction of a 7,250 sq. ft. OF ACCESSIBILITY ADJUSTING THE REQUIRED HEIGHT J - CL J O v N I m O I W v N I m 2, Duringconstruction of the ro 'ect soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures, The p 1 P P PP 9 building to be used for a cheer/eading school. This development also has parking and drive aisles for access, IF REQUIRED TO ACCOMMODATE \ THE ADDITIONAL W I \ m N ; w Z �' I o Z J - W I \ m N = W O I o Q ■� O o 0 U applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil \ LINES w q I ; \ o W U cn X I \ o `. intentionally transported from the project site. A permanent vegetative cover shall be establi hed n den e are s not otherwise permanently stabilized. Permanent vegetation shall not be 3 p a g s o ud d a D o p y b g Existing Site Conditions � VA ACCESSIBLE V 5q �.:° -! 1 i_.� _ t— I 1 i r-�kaR'R'°rr`•t's°�.5 c'�cK� Iti I_ri(IY�l=liter! _ I Ir= „�3 -ai; _ , "t=IFI1", 111. ill �I i I ,.,1 , _ry I _ ; •. -;. I 1T _ , -! I -; I ; - I _ --1 '- i 1 r - I -r �� 1-_-, ® ® !-. �, i I. . E-. I _11 L ! I__ , , :_.! I +_. I i _� 1, _. !- _ k i .. I h , _, , IT , I_ , I i _ -1Ti ® ® 1, �- Jr- C f I The lot /s a vacant fe/d. The ground cover Is grass and bare earth with some _ R£QuiR£o r - - -, T— _ _ � 11- -' I _I i_ I .__ -� _ -.. -,, , . --I -',,- , �' F considered established until a round cover is achieved that is uniform, mature enough to survive and will inhibit erosion, 9 g 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step brush along the eastern side. Adjacent Parcels EFFECTIVE PENALTY $lOD-500 DULY 1, 1998 TOW -AWAY ZONE � z • I! �� �-"1 -� •' 10.8 12 OF 21B 10.8' ; 12.0' 30.0' 4 C � V -D N i in an land -disturbers activity and shall be made functional before upstream land disturbance takes lace, Y 9 Y P P `� D 2'-7"(CG-6) 35. 0 ®2� Q 3 " The adjacent parcels are vacant or under construction. a NOTES. a (n 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation, soils PARKING SURFACE 1. H/C SPACES MAY NOT EXCEED A 27. SLOPE. TAPER PROFILE ENTRANCE PROFILE � o -n C� 6,Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin, CONCRETE WHEEL STOP (IF REQUIRED) 2. RAMP BUILT TO VDOT CG-12 STANDARDS. The soils types determined from the USDA's "Soils Survey of Frederick County, 3, WHITE STRIPING SHOULD BE 3" WIDEJ o a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage 9 P A YP Y4. VA"shows Carbo-Oak/et rocky silt /oams classified as #6C. This soil is 'severe' HANDICAP PARKING SIGN DETAIL (NOT To SCALE) H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR areas less than three acres. predominately ,yellowish brown silt /oams over bedrock and offers erosion MOUNTED TO BUILDING IF POSSIBLE. b,Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a hazards. TopsoNl on this site appears to be 9" thick with rock outcroppings, Erosion Control' Program sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfa/l system shall, , at a minimum, maintain the structural integrity of the basin during atwenty-five year storm of 24-hour duration, Runoff coefficients used in •Install construction entrance with wash rack __ I runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized, a Install wire supported silt fence fj 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively . Install culverts outlet protection • Grade site and seed all exposed surfaces immediately upon reaching final 1 within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. grade 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope General Erosion and Sediment Control Notes (VESH Table 6-1) drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other shall be ES-1, Unless otherwise indicated, all vegetative and structural erosion and be OP I 3 !f Q protection provided, sediment control practices will constructed and maintained according to Q W minimum standards and specifications of the Virginia Erosion and Sediment E j i '' I fl i� g U Ui z O Ct) 10, All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment ' Ir -� i ! U :�2 O CZ system without first being filtered or otherwise treated to remove sediment. Control Regulations. Ij z�QW��z II.Before newly constructed stormwater conveyance channels or pipes are made operations,, adequate outlet protection and any required temporary ES-Z. The Ian a rovin au p approving authority must be notified one week prior to the -construction conference, one week to the land f� SILT FENCE WiTH WIRE SUPPORT SF f X X X X X ! i ` �, .? ` i, O C2 Z t) O O O U � � Z ~ c U- � Q or permanent channel lining shall be installed in both the conveyance channel and receiving channel. pre prior commencement of disturbing to final inspection. /-^ X X X X X X X X 4 1 x7'` 5 `,\ �''OOZ activity, and one week prior the F� i, ,,�,\ O U W 12, When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize ES-3. All erosion sediment to be laced to ? - -� r �` -;- -- ;; - t- Q z Q O ti the work area to the greatest extent possible during construction, Nonerodible material shall be used f or the construction of causeways and and control measures are or as prior P P �' `� ` ,_ �:- _ V O Z O cofferdams. Earthen fill maybe used for these structures if armored by nonerodible cover materials, the fast step in clearing, i� I I O U O Z Q 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided, ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. .� ! I , L 4 \ _ f , o •; - ___.___ __.__ ._ _.v_ \A �, �, p Q Z U �-• W Q W Z ES-5. Prior to land disturbing in indicated SF p a N 14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. commencing activities areas other than on these plans(including,but limited to off -site borrow or waste areas the , �\ contractor shad submit a supplementary erosion control plan to the owner for 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed, 16. Underground lines be installed in the following in to review and approval by the plan approving authority, CE utility shall accordance with standards addition other applicable criteria: ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined ra ; ��\ i m d0 Jti LU 7 06 a. No more than 500 linear feet of trench maybe opened atone time. by the plan approving authority, s r` /__ �� .�---.t - -- rt� -- - 0 y C^ / // / b. Excavated material shall be placed on the uphill side of trenches. ES-7. All disturbed area are to drained approved sediment control s to app e sed me t co tro measures at all times during land disturbing activities and during site development until _ �— �` �o W s - GAS — rasLn z �� GAS - -s - 17 x ` �� _ I j ,�, /�— �+ t� , t c, Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a final stabilization is achieved. manner that does not adversely affect flowing streams or off -site property. ES-8, During dewatering operations, water will be pumped into an approved d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization, filtering device., ; 3 9 C. 'a 0 7 .• '. I (' e. Restabilization shall be accomplished in accordance with these regulations. ES-9. The contractor shall inspect all erosion control measures periodically and I ? a ; 125 (total) IP i U after each runoff -producing rainfall event, Any necessary repairs or cleanup to I f,Applicable safety regulations shall be complied with, maintain the effectiveness of the erosion control devices shall be made immediately, - m ck� 4i 17. Where construction vehicle access routes intersect paved or public roads provisions shall be made to minimize the transport of sediment by Frederick County Note: I I 3 i I U) p vehicular tracking onto the paved surface, Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly the day. Sediment be from the by transported to The Public Works and Engineering Department will retain the right to add to or ! y ! I , f Ira W at end of each shall removed roads shoveling or sweeping and a sediment control disposal Street be is in this This to individual development moth these erosion and sediment control measures Burin the construction modify 9 ' I 2 500 sf 1, 000 sf I 3, 750 sf I area. washing shall allowed only after sediment removed manner. provision shall apply lots as well as to larger land -disturbing activities. process, within reason, to ensure adequate protection to the public and ' INSTALLATION BAYS OFFICE RETAIL -SHOWROOM ! �, 2�.� ; i J Z C) environment. Ff 730.50' BATHROOM FF=730.50' �l ti a >r 16.A# temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas DELIVERIES 5 ; i / I I ; f i ; I i I ti Z a Z O O CL `'' C cY 4 , 4 resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. i 5 j I / ! ' I , I v ►- z W W Q 20.00' / Z W 19, Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to 50 20 ; 75' 5 I �R t0t = Q P j increases in volume, velocity and peak flow rate of storm water runoff for the stated frequency storm of 24-hour duration in accordance with the s s — s — S s — s -- s — s — s --.� ; I a, I fit! � � W 3 \ O following standards and criteria; �. i i I �__ __ I - = �- - -- SFr = - T� - �=-� ,► I � 4 � U_ LUw QC w z CONSTRUCTION 0, o �sW U) ' OF A SILT FENCE 20' or 20'��, o STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) PIPE OUTLET CONDITIONS t. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. SILT FENCE CULVERT INLET Prune out any dead or GRAPHIC SCALE V J � 70' MIN. EXISTING PAVEMENT A 3, 1 A TRENCH UPSLOPE ALONG THE LINE OF POSTS. TECTION broken branches, remove g all togs, labels, strings, � (� ~' � 5:t � wires, etc. from plan.. C. O FILTER CLOTH 6' MIN. A MOUNTABLE BERM (OPTIONAL) 3d (MIN.) A O � '/ J ENOW� V Prune codominont leaders - �" DO NOT prune terminal 2-3" mulch leader or branch tips Set top of root boll Ail plantings will conform with Section 165-36B of the P g O SIDE ELEVATION d o - I I �... � � � L �' � I 2-3" Saucer ..�. � 3 � equal to or 1-2" Prune rubbing or above grade. cross branches - Frederick County Zoning Ordinance, Planting Selection, PlantingProcedure, Maintenance. EXISTING GROUND 7a' MIN. PIPE OUTLET CH TO WELL DEFINED CHANNEL /` {. � i, TOE of FILL CULVERT �, a_ mil^, ., and T B 10' � PLAN VIEW I 1 �/ 1-. Illi 1/ \ ` ` Illi � � E 1 }:rri ,,;:< Remove container; use sharp to make r yspouts <OPTIONNAAL) L a /� _ / bode Y `' t, �' ,,, four 1 4 "-1 l cuts the angles &Prune water Ten th of burl and aura t.. `;•. 1�"o bottom Parking Lot Landscaping Data Per Code Proposed 10'MIN. 12, MIN.* OY.._. ri :�'^'. ,;t on ..,.{'I. .',r .;y.:, p to _,,._-Prune broken branches boll; loosen compacted "S:. �,;�' O F- w Z EXISTING F— PAVEMENT d _1 FLOW -- ill t"' 111 roots. Remove tags and labels CONTAINER GROWN SHRUB 1 Tree per 10 spaces -3 '3 (Z9 spaces) ti > o � 06 SECTION A -A r— a 66 VDOT MI I POSITIVE DRAINAGE 10' KIN. COURSE AGGREGATE TO SEDIMENT B TRAPPING DEVICE • FILTER CLOTH ANY IN 6'-9-; RECOMMENDED FOR ENTIRS FERIMETd NOTES 1. APRON LINIt•KM, MAY BE RIPRAP, GROUTED RIPRAP, GABION RASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCI.R-ATED UStNC PLATES 3.r8-3 AND 8.r8-I. 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL TOE OF FILL SILT FENCE Prune Suckers Cut away all boiling ropes Prune out on dead 2 =3" mulch kept y /-- or broken branches. away from Trunk Remove top of wire basket y Remove fags, labels, Total Impervious Area 1 per Z000 sf 13 26 758 sf 13 r W � U LL. p > U) U LL MUST EXTEND FULL WIDTH 3. d - LS TIMES THE MAXIMUM STONE DIAMETER, BUT NOT • DISTANCE IS 6' FLOW // all Sail to I� CY OF INGRESS AND EGRESS OPERATION PLAN VIEW LESS THAN 6 INCHES. Source: Va, DSWC Plate 3.18-1 1 MINIMUM IF IS TOWARD EMBANKMENT strings, wires, etc. from well plant. contain water Percentage of Green 5% 14016 0- a CL 12' MI„, Flow + ; ) ',,:.:::: ;; i; Area in Parking Lot 925 sf 2, 660 sf > > _ if OPTIONAL STONE COMBINATION 2-3" mulch orootboll ) ` Backfill soil po,. a:-.� 2-3" Saucer equal to 2t/ 18r 51O sf LIB LU LU FILTER CLOTH SECTION A -A INLET PROTECTION NOTE; �� III �� ���� y'�C}i :. - �� - �� �' t.D' t,g• =— above grade. ... Partially backfill, :' :: r— " water to settle %` "� �' Widen and score O --_ soil, finish hales in 1 �1 PROPOSED PLANTINGS w �• CD O t\ CD O � 0 to (Y1 0 6'-�• SILT FENCE USED AS INLET C ,- FLOW ® watt backfilling '�`.i.:.,• ;:-�'� ",---_+; , O 0) ,:' <• >i. I i ", '. ; a •' ;}. • `:' .11'• "+' PROTECTION IS NOT ALLOWED IN FREDERICK COUNTY. CONTRACTOR / EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. K FLOW ^� �—� 2's ,`Y �„ k, Remove rope & burlap y r'-:i'- . from root ball. Sa•:"-. Area for water 4 U ; ' tMmove contelov and cut dro/naps (Pipe AI �.•i:° elrcb'n roots It or file could '°�'''.i�'�"''�'• 1 �"•.�.:5� r;,•t ,, a contonei- rows, or as be installed 9 > HEDGE -BOXWOOD - (44J PROPOSED FOR HEADLIGHT SCREENING - 3' tall DATE: MAY 15, 200E much budop as possible if Leave solid soil pedestal - do not REINFORCED CONCRETE SECTION B — [) B DRAIN SPACE SOURCE: ADAPTFfi from f f and Va. 6SMCII� MUST INSTALL THE OPTIONAL STONE ARC AS SHOWN, FILTER FABRIC 6^:^" _ I `�' WIRE i RSE %EGATE DLASS I RIPRAP CLASS /3, #357, /5, #56 OR 157 COAAGGR TO REPLACE SILT FENCE IN 'HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED Dig hole 2-3 times field -grown dig deeper than boll depth width of root boll. Dig hole 2-3 times roof boll width BALL &BURLAP SHRUB TREE - PIN OAK &/OR RED MAPLE -16 PROPOSED OTHER DECIDUOUS SPECIES MAY BE SUBSTITUTED WITHAPPROVAL OFFRED, CO. DEPT, OFPLANNING SCALE: 1" = 201 FILE NO. 0186 TREE PLANTING DETAIL TREES MUST BE A MINIMUM OF 2 CALIPER SHRUB PLANTING DETAIL (NOT TO SCALE) SHEET 3 OF 4 SOURCE: Mooted from Installation of Straw and Fabric Filter Bomers for Sediment Control, PLATE 3.05-1 Shod g SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSVO�ATE. 3.08-1 (NOT TO SCALE) CC -it NOTES: J XYSTREET APPROACH SAME 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. A- I SURFACING AS MP,ENLINE (RADIUS TO BE AS la'''I ROADWAY I 2. CONCRETE TO BE CLASS A3 !F CAST IN PLACE, SHOWN ON PLANS) I Z C 1 C 4000 PSI IF PRECAST, _ _ _ _ _ _ _ _ I (RADIUS TO BE AS SHOWN ON PLANS) r' 3- COMBINATION CURB & CUTTER HAVING A RADIUS OF 300 FEET DR LESS (ALONG FACE OF CURB) SHALL BE PAJD FOR AS RADIAL COMBINATION CURB & ST'D CG 12 F CURB LAND MCUTT ON \�� ( ST'D. CC-6) L4 J i GUTTER. V;, -'-- — — 4. FDR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB - A3p;-•p' 4' SIDEWALK 1 i \ ' w ® Q• •' A• '• " �•TO AND GUTTER SHALL BE CONSTRUCTED PARALLEL THE SLOPE 45F- SUBBASE COURSES ( x (H EASI 1 W fi"I r OPTIONAL 6" CONCRETE E r�^p,•• �.•' — AND TO THE DEPTH OF THE PAVEMENT. _ N FLOYI LINE _ _ ------ 5. THIS CURB MAY BE USED WHEN DESIGN SPEED 6 40 MPH OR LESS c I I I EXPAN ON JOINT EXPANSION JOINT � HWAYS AND 45 MPH OR A LL I " 2" R LOESSIRAL IN DE EILOPED URBAN &SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE NOTE: WIDTH ' B„ �,_ 0 OR AS MAINLINE ROADWAY C-C EXCEEDED STANDARD CC-7 IS REQUIRED,PLAN SHOWN ON TYPICAL SECTION.SECTION VIEW fi" ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. a ® T!!OCITD ANTIPAEDHEAVY HE TURNINGREO REQUIREMENTS F 10' PARABOLIC CURVE TRUCK TRAFFIC THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN fHE LIMITS OF THE RADIISHOULD BE � , � � � , 7„ � • EDGE OF SHOULDER OR B z MAX. D SLOPE CHANGE INCREASED TO 7". • p p p p p p OPTIONAL FLOW LINE ~ D P p a p a — WHEN ST'D. CG-11 IS USED FOR ENTRANCES BUILT AA !7 MAINLINE ROADWAY — — — — — — — — — _^ — IN CONJUNCTION WITH VOOT PROJECTS, PLEASE a � 8 7. MAX. D NOTE THE FOLLOWING --D ---- -'^-- .- .- --' - THE BOTTOM OF THE CURB AND CUTTER MAY BE CONSTRUCTED SLOPE CHANGE 5' MIN. 40,FE FOR STREET D )K`.I` MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE 5" 2'-0" PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A CONNFCT11 20'DESIRABLE FOR COMMERCIA STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN MINIMUM DEPTH OF 7" ENTRANCE THE ENTRANCE.) IS MAINTAINED. SECTION A - A THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ® GUIDELINES RADIAL CURB OR COMBINATION CURB SHALL AND TTHHE FOR GRADE CHANGE D LINENOT BEYONDR/W EXCEPTCONSTRUCTED REPLACEMENT PURPOSES. WHEN USED W CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM CG-3 OR CG-7. THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. HIGH (MORE THAN 1500 VPD) a X 3 x MEDIUM (500-1500 VPD) 5 3 % 5 % SEE STANDARD CG-12 FOR CIJ°B RAMP DESIGN TO BE USED W!TH T14S ,STAIR AID. LOW (LESS THAN 500 VPD) 5 6 X 8 Y. )K PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TD PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER, SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER SPECIFICATION iIAETHOD OF TREATMENT- 705 REFERENCE 502 CONNECTION FOR STREET INTERSECTIONS VIRGIiJIA DEPARTMENT OF TRANSPORTATION 201.03 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.D4 ihi CT•.'.'DT A RT T~ G 7TFT T Y Gt) G". `;f IAA l . W I F S- III )ETEC1ADLz VJARIiNG ,cnbt&b BE PR{Vl[i? 13Y RONCATEi OO.MLS r[�iu�,/;K t�.(, IQ N3w � 4 A--,$ �(.V.H(:HL) (CLIsS_� A-:n R, �rfc Vl :Lk' RE SrANT 041,'GRAL. SL ACC,:'/Giill,v ,AC i JLL.WIPTfO The RAVP sLOOR B't 2 -F 01 IN LE rTH IN THE -.DIPECTr\ CF P"DESrR4N TRAVEL. OTH P T'•p S itF VAIE IAi Vit h TF_TR AJ ' COMES LTC.?ECrABL:E' wARtiNG MA/ 3E USED N!14 ,HE 1=P3vVx, (SF *-IE EVCTNELR. 3. SL "PNIf,.. SOES OF CURB ?Att? VA" BE PCI A? 'D Nt01-ITHICALI,Y WITH RAUP t 0F: OR 8y G IN( rcP\fjSl LE <JVSTFi G%UJUN rilT+i REQUIGE SA'S. c. F fZ4P.=- 00R iS PFtfA^.T,H01 0.1%1 RE PkrV00 r-R 0PSVF:, HAR,: AJJ0IiNING FLARFD ICES Cht4 W__ A: IV nti- :�f--[R FI:A`'EVENT Or P5CAS'T :nANIP F:O?R. IJ• U.A 07,NC:RFTE S4H.,& ii Ci.ASS n 1. 5 RL. lIIR-0 34,7 AR- T;1 BE NO 9 K. 8" P A.-C_% I C N1ER TO CENTER.tlLCAG _USM �11;£S LATHE k,M1IW FLOUR,M7� UE,+tH <:f b.7VJrrLOUd. V:Nt,J1S : . '0"TCPETE COvE tl , 6. 'ORB / C. R .ANC -.-UTTER SLOE +"c. i .' ONS ADJACENT TO CJRB R, ;ls AM: fl• LWLO Its PA,fMf.J11 -'•O3 CIh+1'. "PH A¢il: U 5 ROMPS ARE TO BE LOCATED Ag .SH.OeN ON ' E PLANS,OR AS DIRECTED :✓y Ili" 'V( ht.+ii. IH Y tf<'t -v UL 'rNJVil:Eli AN A.26ES_,-LE RO WITHIN tHE. R)CHi CF WAY A t NAY FACL `' ^ROSSFS A CURB RFt ART?I FSF ,1F l'RHrTrFR S1'?Ft AJ r FX ,7r�G_PRDP'' --a. OR11KONEX• lch •fY M_ST �E LOCAJEOVE}EST'uIAJ CRLSSWALKS As SUWN JN F'LA\< UN ASILI'ELIE.IP BY It `J i\L 11 A.NU SWO LU NCO) C 1 T.-PE A P::r�w ,_'NL CULA:! ,Ixw 1 MAX. - `Y�)E 3 PA: IG-12 1;[ O 07,11iflD VFti LE OF, ONE, EkS ( 4G L,GI, POLES rR C _u -_-- ttns. A �*�IORAWIII- S, DROP INLETS ETC: ACC_SSIaLE R1 TE PROOCE A C0% JUA1:.tS. _ ��---- 'c`-'-�t-`�---• i 1,B`TR=TEil S'143 F r5 M AND SL.IF RESL;, 4,,T PATH CONNECTINir &L \ AC SIBLL ELEMENTS OF A` FA,-F_ I'- FAAT CAN LEE A-P' iOACHEV. ENT+nEi ~�-- A D R PmrI ,TPIAtss. 5 k,Ni ` B. �A PS MAY i3 'LAC' U ON FALNAL AIR T/dK.,cNT1A amiDVb Pr,OV.ow iHAf -nl Ht(r+kN )HArf ;t U D Of ENANG 6 PLACED 16171IN T Ir LIM Dr TI [ COS&Y/ALC .AND t^�"r..--- ,HA r-}' •.I (`9F Ar THE ("4k(" rN OF THE CtIYA OPFNINC IR C"—' AT X CF_ PAN- fdAtiT PE :P_ND>U 'U_AR r0 THE -,URB. AT x Y� ; 3o1✓t A3 TCP OF 51,T 8 J. T`PI Af "ONc.kC7F SIDEWA-H S 4 THK* HHFTN If cN-RANC. RA'ICA14!7•' ACCht?1CDATE --IE r R\I\G RF(1i.nRERtENiS 6r ANIC ATEr HEAVY TRIJCK - •Nr 10 SIAuA,ti (HLA111 PARA.LL.E_ - `>ER'END)CULAR TR.ICx TRAP-!) i _q C090XTE OCr i!, IC., vt. E\ -U;:Ili drr<Ps A;E UEE•C N G'HJUkCTPON_ A1+k A s .AREP. t~ST.. PATH, , H_ V 4V(J lAU, „HA,LI. 3_ J H: WU I H OF � I HL lAiNILD Ub_ =AtH TRUW%,ATEO DCu. O 1.5 4 _v U G U u 0 0 lv J 0 J•, ., I s �l 0aSE Ah_.•:LT£1 i ) V J L , 0 r. 0 .O E, 0 C. u .P C) D. - r- _Irf,L Eff n n L. f) 0 r, r:P Ono ('•nor Oo-.II LE q?nMGAS P. 9 : MNU CiAErGZ PAY ;M,T, TR`JNCATED DOME n1L DETFC Tt> L F WATRINNG7 r- _..' I n tt i�� j_ !i J� r^ T r^ �j M1 j'� I A / ^ � ), # {� /"� 0/' AI �J I �� G � M 1 � I--,'� �r'+t..., J FFRiN.,: i k GJ I /2 L! L 1V i� 1 . j"Q ;_„ � I I v- 1-,' L t F ICI- I"\ %A N0 TFS 105 j a.EV 7/OS but r03.n3 I 'JI CN'A VttPAWt;&-Ni QF -iANSPQ A: ?UN INSEKiA.BIESHEETAS9�- CC-12 PERMISSIBLE -•+�C CONSTRUC, tW4 as5 DOWEL S, 13" LONG JONT_ D IT' C ,x N 8' n. ".. J VkX -1.fAA1i � D. 1 , 11 LT��;RUNCAJZD DnfitE$ A SEF SHEET 10F .A FOR DEta.4:5 MAX. i•"• b$ t.%1iJ!< II : SECTION A -A PERAH55t3LE CAST RUC TION. SECTION 8-133 NOTE. FOR ,GENERAL NOTES ON THE DETECTABLE WARNING SURFACE; SEE SHEET 1OF 4, A 4'- SQUARE LieANONG' iT! T AREA O�t7COE OF !! I`RAIALYiAY SKk'-t BE PROVIDE) W111.IN 3iI THE MARKED � ; # CROSSWALK ;AREA—, ssicsravlav itETEttIJVCF. lD S02 . �—� TYPICAL DES[ON AL TERA T IONS' =4 ir 4? LT[klJJYf r,i..n �# ' U TYPICAL PLACEMENT' IOSSWALIK TYPICAL PLiAC'PME'NT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITfliN CROSSWALK ViITHIN CROSSWALK (WITH BUFFER STRIP) T,t15 D;STCN TO .BF., UsEO': FOR CONSTRUCTMN TI+.AT 'NCORPORAT£5 WIDER OEWAL K: LANOFNG (46", WIOC REQtARLO .AT TOP OF CURB' RAVP. M,NIMLJM CURB RAMP LCNG1i, 8 FEET FOR: NVW CONSTRUCTION.6 FEET FOR AJ:TERATJCNS. CG-12 QE'1 EC:TADLE WARNING SURFACE T YPE A (PER ~END#CULAR') APPLiCATiON ViRC1NtA ,' PAPTMEN1 OF TPk1q$P.0RTATION Culvert Plan Kew r,, TA i --A t�l RT-1 R, 3 RI-4 301,x301, 12"x :f"xL' 2B-4 Stop Sign (RI-1) STOP signs are intended for use where traffic is required to stop. The STOP sign shall be an octagon with white message and border on a red background. The standard size shall be 30 x 30 inches. Where greater emphasis or visibility is required, a larger Size is recommended. .-u a multiway stop intersectior. isec 2B ;unnlementary plate (R1-3) should be mounted iust below each STOP sign. If The number of approach legs to the intersection is three or more, the numeral on the .,upplementary plate shall ;orrespond to the actual number of legs, or the legend ALL -WAY (R1-4) may be used. The supplementary piate shall have white letters on a red backgroun� and shall have a standard size of 12 r. 6 inches (R1-3) or 18 x 6 inches (R! A STOP sign beacon or beacons may be use'_ ': injunction with a STOP si_m a, described in section 4E-4. Secondary messages shall not be used on STOP sign faces. ROADSIDE SIGN / RURAL DISTRICT j ! f T` II n N J Z -- ? --- -- III— -z- Ai EW-1.11A SEE MR NOTE 1-t;, ( SHARE TU W !EVELEll MORTAR -_�^------------ r. A •v19TH _ -- I 4 i FLOW _ D ----------------------- DO NOT BEVEL. NVERTT= - - - - - - � �... I ; NOTES: 1. H" VAY BE REDUCED UNTIL •'X" REACHLS A WNFWUM OF' 4" A'►+cRE E'NOWALL 6. FAVEL EDGE. IS R_QLIRED ON TFE HEADWALL Al fH_ NLEI END OF THE SVGULO PROi'+RU`E ABOVE SHOL10i:k LINE_ 1N N4 CASE 5NA' L ;Op OF EIUWALL CULVERT (WEER' THE FLOW ENTERS THE CULVERT). P4O..F^.T At30Vt_ + 1(. 51_00E, )frCH S OPC 0 t SHOULDER. 7 t,EAD ALL AT THE OUTLET END OF THE CYi VERT MAY BE EITHER SOUARE 2 T`#$ ITZM MAY BE PRECA T. OR CAST IN ILA.=. tCCF OR BFVFI FDCF. 3 All. CAST IN PLACF C.ONCRFTF. TO E?F Ct ASS A3. FCR PRFCA.ST srr, StfF.T 8 ON SHAL' 04'J IL S, WHERE =NOl4'ALLS ARE 1 'OR LESS BELOW SHOULDER )(11.02> UVE, THE 1OF OF °NE EQ'`4,iLl SHALL BE CONSTRUCTED FARAL_E: ''O `HE GRADE C. t'HE ROAD. 4 T4S STANDARD 70 BE USED WiTH STRXCHT CROSSNGS AND ALL SK[WS (01 TO 451), 9. Y4" Cl-1AMF'ER MAY BE PR'JVII,)ED Oh ALL =JGES AT MANUFACTURER'S OPTION, 5 HEADWAIJ TO BE eEVF!.EO IN .ALL AREAS EXCEPT, W'u FR.E A CONFLICT WITH L'NVFRT OR 'A'IN5WALLS OCCUR. FW-1 FW' ,A ENDWALL FOR CIRCULAR PIPE DIA4/ETER OF` PIPE CULVERT 12" 1 ir>" 18" f .21- OR 24` 27` OR 30" 33•' CA 36" A I 0-6" 01-8" 0'-0" O.-We 9 01-1111 I ,_1,. 1;_,3,• •-6" p..9" 2'-O" -1'-6" 2'-Q". X-C., 21-6" I F o, E„ 0' 8" G` 8" t T7 5' Ol9,' 0•-g•' t1 , '.2`13" 2'-I1'° 3•-T' I 3",9" .4.,_3„ .4:_91. L I o O'-9/4" 0.•-1'/d" 0' 2„ ) D<-zI/z" 0`-F O 31h„ Y-2'/z" 0,.3Y4` i CUBIC YARDS OF CONCRE'TL• COW PIPE CAA. PIPE. v 14I 0.257 0 32 0.521 O 697 s 1.314 0.739 1 1.398 1.067 2.198 2,947 3.145 ENDINA-L FOR :ELLIPTICAL PIPE SIZE OF ELUPTICL.. PPE CULVERT (SPAN x R:SE) 23"x14" 30 09" 341'02" , 3B"x24" 42"1,27" 45' x2c' 49"x:32." 5.3 x34" A 0' t3" 0'-W. 0'-10" 01-111, 0'-11" I-W. C V-8", 11-111, 2 1 1 2 -4, 21-5 7-7- 2' 8' ? 9 ; - D t._7.. ;.-7.,4 ,0"2_.Q_. 2'-3' >' 2'-8 2••10;' 1 F 0...811 F2..10,, 0,.8,• v-s- I 0,-9- 0'-9' C' 9" 0' 9^ a -9- H 3.-31, 3,-7" 3'-9" 4.,D„ 4.-9" V-9- 4,_7„ 81-6. G`•2" 10'-2" iT-11 12'-1" t7'•+,T' S - 11-1i, 21-6" 2'-10" 3'-2" 3'-6" 3'-9" t 41-1' 5„ T ---- 0' 2%z" 0 '3'✓4" 0. 3yz J 4' 0•_4%z" D'-4Y4" 1 C -5" 0.• 5yt v 0'-2 O 2/,l' O z•YA I 0` 3 `. 0 t/z O 3T/4 0 -4. 0 4'/Y. , 031C YARDS OF CONCRETE CONC,PIPE 0.502 1 0.1355 23� 1 OO I- 18st 2.101 i 2.542 PECL CATION c /� [r rr�� REFFRFNCE. J1 ANDARD EADWAL_L = UI� PI�'� ��;_VER .� 02 12"-36" CIRCA I;LAR AND 23"x14"-5 "x34" EL.I_:f-�'-i.ICAl_ VIRGINIA DEPARTMENT OF TRANG.PORTA`'ON icTw A.1 ;r.?:� retc `to lbe A 3 1ri accord.a"nc.a 411ith Sec Dion 217.1 of the Cu r ea i t Spe6ficotions. I oo'k bo-!Ts 18" C C -,0 1­e, regL ei ,�,,h -1 tr.a. tt,re is o-1 a ski liv of more t:�;:;n 1_�='.. !' r ' ` 'a . t'i Ar - m,- D a r� ne t end, s e necessary by the Project E� 'r eer For Inch: �itur ]fniz„ 1 k,e pipe may e dded. U t outle e �,. a., deemed � , � 1 t 9 The rein:fcmc Merl s so be it acc;ardar►:cv vflth. Section 2123 of tie Currert Speclfiv:;tion-c cn } SFai.I be placed it a.ccWrdance with Seat. 4QU, l l)ok, Far j the ccarren, A�'TM A- 7107. Bol-'s Shall be , al'lrarlized: to.. meet the curren-1 A'STM A-153. For afum*nurn pipe, hook ,bol is shall be r rc/tr c.te€f v th one a` he Fd'l vvirig Bit'u ast`e 5G; Riturrastia M, or C;oncn;P 3-5.0 v;lwe cunt::c.;ct is, ma-e .bletwee,n ,pipe and hla^k , :A-,s. ti7ickress Hex Ru Th•roads for baits ar1C nu,S arc Amer cC `Sk.a .,*rd Coarse hre-d Sc-ics Class 2 f1t, Al){>rcmir ule (frma lems 'of Hui)k :;lrrzi. M!NOP �ROSSRC,=._ � I u•. C • ` �. i Y,ire fl-bric,j L 4 t� t�l• .. Prnp, P"Fpe. A PB 1 NO PROJECTION .OF PIPE ABOVE GROUND LINE TOP' OF FILL TOP OF FILL TOP OF FILL GROUND LINE H OROUND LINE H - CRDLTND LINE H yTM9, rfrrrr rrr.�. r r,�rrrr rrrr '( irrrrr r i� �r , rr r/ D+12" r r EARTH r rr rr ROCK AIR D�T2"-I r r UNYIELDING , r EARTH D 12" „d Tt: SOIL. d I, DI2 A'd k 012: BEDDING _ MATERIAL is MIN:.1/10 D.. BEDDING D--s�{ 1C MATERIAL MIN. IfIG D. / PER. X 1�—q- �1 k IAATERIAI K H I I BEDDIhIG M.I., I. T I .+•�--D X MWall, FOUNDATION SOFT, YIELDING, OR NORMAL:, .EARTH FOUNDATION '?+ ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL. PIE PROJECTION ABOVE GROUND LINE I _ MIN. 1.5 x D -1 MIN. 1.5 x 0. .I, a"r MIN. 1.5 x D I MIN. 1.5- x D MIN. 1.5 x 0 W 1.5 x.-a �- TOP OF - TOP OF FILL FILL TOP OF FILL H rrrrrr rrrrrr rrrrrrr rirrrr - 'rrrrr/ rrrrr rrrr � N � rrrrrrrrrrrrrr rirrrrrrrrrrrr �` r - rr;�rrrrrrrrrr rrrrrrrrrrrrr .� rirrr rrrrrrr r rr — rrrr rr rrr r r rr — . rrrr ,��. `rr� r��� D•12 ,.rrr,A,r Jr�'1'fr'i� rr/r rrr rirrr = " rr rr rr s+r rrrrrr „ '- rrrrrrrrr-rr rrrrrrrrrrr D+12 rrrrirrrrr rr�rrrrrrr — GROUND p* 12" _ rr rrr r GROUND' 'rr/rr rrrrrrr, r rrrrr�rrJr _ GROUND =r d .. LINE' .ff�.� LINE frr/r d d .. .`LINE rD/2r = -{)12 DI2 1-EARTH ~4„ �I f ROCK OR ti/ LIS �,� . =�1' BEDDING MIN:'1/1Dp)I D X MATERIAL MIN D UNYIELDING SOIL r„ r—n rn -" —• - MIN.1/10' Q BEDDING � X D K EARTH J BEDDING A" PER MATERIAL MATERIAL NORMAL FOUNDATION '" OF H MIN. e", ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR ..EARTH MAX,Z4" OTHERWISE: UNSUITABLE MATERIAL MATERIAL IN ACCORDANCE WITH ®BEDDING gE 9p CIRIC 7IONp P THE ROAD MID'BRIDGE REGULAR JACKFILL MATERIAL IN ACCORDANCE OFTHE ROAD AND BRIDGE WITH SECT10N 30, SPECIFICATIONS, CLASS 2 BACKFILL MWATERiAi. IN ACCORDANCE WITH .SECTION ,302 OF THE ROAD AND BRIDGE SPEGIFIDATIONS.. ® EMBANKMENT NOTE' FOR PLASTIC PIPE, THE LIMITS OF THE CLASS IBACKFILL MATERIAL SHALL BE EXTENDED TO 12" ABOVE THE 70P OF THE PIPET. SHEET 1 OF 4 EMIXCE INSTALLATION OF PIPE CULVERTS AND STORM' SEWERS ffF]iDYCE fl CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "All 307 REv.,1D+ 3021 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.01 0 � II i N O b 0 Q lQ f f�iO �O N N V O O O (� .J © *y W V' v z e��o 4 LCj CC v�zoCIC ti Q) 0 Z Q :K CO Q ~ O g��CZ) W�OQk, zt �U.JaN J J � c1cW � �o (� ut e� W O � w Q U, 00 �4 Qv O 4Lu Z6W4 (j V zW WW n 3w \ O W� O � W z O O to LLL > LLL W W W CL CL a 0� C� W 0 0 0 O o 0 0 M 0 U7 DATE: MAY 15, 2006 SCALE: 1" = 20' FILE NO. 0186 SHEET 4 OF 4 LEGEND FCSA CONSTRUCTION NOTES Rev, Mar 2006 VDOT GENERAL NOTES VICINITY MAP ■ i o EXISTING FEATURES 1. The Authority's Water and Sewer Standards and Specifications are available at www,fcsa-water 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. VI. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, " `�� O o 0 It EXISTING EDGE OF PAVEMENT _____.. __.___ . _.. __ .- ` -. EP..__. _ __. ___ _.___..._ .-_._ _._ 3. The contractor shall adhere to standards and specifications in effect at the time of construction. p federal or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the g pp p y p g e��da�e �2a �� ! ``� EXISTING EDGE OF GRAVEL Ey' EC 4. The contractor shall coordinate with and arrange for inspection b , the Authori 9 P Y ty. most stringent shall govern. g g �'� � y c• O o a _____._._._.._ ..__.._____ _. _________._.. _.._._.__.._.__.. 5. The contractor shall tie-in a new sewer line to existing to an existing manhole by core drilling the manhole, V2, All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia �- .._ . .- ._:: EXISTING CURB AND GUTTER EY, CC - 6 6, When an existing water main is tapped for the installation of a new line: Occupational Safety & Health (VOSH) Rules & Regulations a ,� o O EX. a) The Authority shall furnish a# labor and material b) The contractor must: V3. 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 flaggers be in Section 104. 04(c) ' INTERMEDIATE CONTOUR - - - - - --- .-- ---- < - ._- _-_-- __ _-_ .._. ___ _... control must certified accordance with of O .,ti ' 0) M E EXISTING INDEX CONTOUR 1. make application and pay deposit. 2, mark the tap location. 3. coordinate installation with the engineering -assistant. the VDOT Road & Bridge Specifications V4. The developer shall be responsible for relocating, at his expense, any and all utilities, Including traffic signal poles, junction boxes, �ma QOQ j `� ��`' J��O C (•� o N ro EXISTING SPOT ELEVATION a; . r? ' controllers etc., owned b VDOT or nvate / utili coin anies. It is the sole responsibility onsibili of the develo developer to locate identi `,ii �� � � � � 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. public and utility facilities or items that may ben conflict with the proposed construction activity, PDOT approval of these plans does not indemnify • �� EXISTING TELEPHONE LINE ------ ? - --- - T ----- -- -- - r - - 8. The Authority's maintenance department shall furnish and install all water meter through 2" fn size, the developer from this responsibility. , \� U) 'U It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. I r n EXISTING SANITARY SEWER -- - -- �- M - -� Before a permanent meter is installed: a) The meter box, with its frame and cover, must properly aligned with the coppersetter. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed SCALE 1"-- 2000' SITE { c a�i I J o EXISTING ELECTRIC SERVICE ------ __ __�_.__. __.___.___ r __._._. necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. b) The frame and cover shall be set to final grade. PR O.1 ECT INF®R MA TION �. . t EXISTING GAS LINE _.._._.__..-.__-._- ,"�� :._____._..._._. ,,S _._._____._..__._. " c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 ". d) All components of the meter box assembly shall be in proper working order. p nsibie for ac uirin all necessa VDOT land use permits for an work on VDOT V6. Prior to Initiation of work the contractor shall be responsible q g necessary p Y right-of-way. 1 EX. l l?Cp __._._ _., , r.._.___ __.._.__._____...___.---_..___.____...._._ EXISTING STORM SEWER __. _. _____ .:.: - :.__._..�__.._: _ _._._.__ __._.__,t_ EXISTING FENCE LINE '� -- -- �" - - �; -- - 9, For water and sewer services that connect to existing lines: g a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant V7. If required the local VDOT D q Y Residency ffice, a pre -construction conference shall 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. r Owner Developer Contractor Clifton E. Borden, et ux AnneMarie Gorman Kee Construction Services, LLC b) An Application for service must be made and fees paid before work will begin. 4110 Valley Avenue 87 Brydler Lane 420 West Juba/ Early Drive - Suite 104 EXISTING DITCH LINE ------- _______ _�� ___ ._____ �_. c) The Authority shall furnish and install 5/8 ", 3/4 ; and 1 " water services. Winchester, VA 22602 Berryville, VA 22611 Winchester, VA 22601 ? i d) For all 1 1/2 " and 2" water services, the Authority shall make the tap and bring the piping to the V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT Phone - (540) 869-3303 Phone - (540) 678-1777 Phone - (540) 723-0585 t, _ •_LL, "s t EXISTING WATERLINE W/ TEE-<.. .._ . �w,- --m .. N property line. The contractor shall furnish and install the meter vault assembly, The Authority will requires 48 hours advance notice prior to any ,required or requested inspection. Cell - (540) 532-0396 install the meter. EXISTING FIRE HYDRANT, EX. FH e) The Authority will install all sewer laterals. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3,02 of the Virginia Erosion & Sediment Control Handbook. Property Data Building Setbacks Per Code Proposed EXISTING WATER VALVE - w - - - - d{ - W 10, Any water service line must have a backfiow prevention assembly (double check valve or RPZ, as required), The assembly must meet ASSE Standard No. 1015 1013. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developershall have, within the limits the by Virginia Tax Map Number 75-(3)-16 Front: 35' 35. 9' or of project, an employee certified the Department of Conservation and Recreation (VDCR) fn Erosion and Sediment Address Sulky Drive Left Side: 0' 4.95' EXISTING REDUCER :.w•.4._- WF.. ,•.. - r-•,,..w- Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Area 0.750 acres Right Side: 0' 74.3' a; 11, A# fire lines shall have a backfiow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet Deficiencies shall be promptly rectified. Zoning B-2 Rear (I-81): 50' 70.7' \ o EXISTING TREE DRIP LINE ,.- .- `"" i` -` -„ "`"' ASSE Standard No. 1048 or 1047 Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be Legal References #040020687 "` installed immediately before the backfiow prevention unit. Radio read remotes are required. Existing Use Vacant Parking Setbacks Per Code Proposed PROPOSED FEATURES 12. FCSA to review the mechanical pian(s) for design and material approval of, 1) the domestic water meter and its backfiow prevention device, 2) the fire line's backtlow device. VI 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Proposed Use Cheerleadin School Front: 5' 29.5' P g Left Side: 5' S. 0' rz and/or service prevention Right Side: 5' 5.0' PROPOSED EDGE OF PAVEMENT PROP EP V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when shall be Installed under roadway drainage facilftfes at conflict Zoning Data Rear: 5' S. 0' , C GENERAL L NOTES possible points, ° Open Space Minimum 15 /o = 4,000 sf PROPOSED EDGE OF GRAVEL PROP EG V12. An unusual subsurface conditions (e.g., soils springs, sinkholes voids caves etc. encountered during the course of Y (•9• � � ) 9 Open Space Proposed 17% = 5 P P P ,552 sf 1, Permits must be issued from VDOT prior to any construction in a public right-of-way. 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 VDOT. F.A, R. Maximum 1,0 Use For Parking Area Unit Tabulation F,A. R. Proposed 0.22 ' PROP. CURB & GUTTER PROP CG- 6 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working fn a public right of way, V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Office 1,000 1/250 4 Building Data Indoor Recreation 6,250 1/150 41.7 •� PROP, REVERSE CURB &GUTTER 3, The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soll samples are to laboratories for testing, the be identified labeled belonging to Type of Construction 2B - Metal Total 46 Proposed PROP CG-6R submitted private samples shall clearly and as a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Area 7,250 sf Height Maximum 35 feet rip PROPOSED CONTOUR 50 4, Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the Height Proposed 28 feet Total PROPOSED SPOT ELEVATION responsibility of the developer. Al! damage must be repaired to original conditions V14. All roadway fill, base, subgrade material, and backfrll in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of Total Parking Spaces Required 46 +50-QQ "ADS 5. A construction entrance must be installed In accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3.02. The 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 VDOT density tests be by independent in Proposed Parking Spaces 48 • o PROP. 24 PROPOSED STORM SEWER , � contractor must maintain this access for the duration of the project. P I of shall performed a qualified agency V a 6, The contractor w1/1 be responsible for adequate and positive drainage of this site. accordance with VDOT Road and Bridge Specifications Certified copies of all test reports shall be submitted to VDOT daily, unless specified otherwise. Sign Data # of Handicap Spaces Required 2 • �C V � Z PROPOSED SANITARY SEWER S S S Sign Area Allowed 100 sf Proposed Handicap Spaces 2 •� PROPOSED TELEPHONE T T 7, The contractor will obtain a Land Disturbance Penmft prior to any site work or construction. V15. VDOT Standard CD and UD underdrains shall' be installed where indicated on these plans and/or as specified by VDOT. Sign Height Allowed 35 feet PROPOSED ELECTRIC 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. �u a . 9The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions. VI 6. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is PROPOSED GAS LINE the responsibility of the developer. PROPOSED WATER LINE "WM 10, The developer is responsible for the relocation of any utilities required by this site plan. V17. Prior to VDOT acceptance of an streets all required street sina a and/or avement markings shall be installed by the developer or, at p y � q g g P g p � VDOTs discretion, by VDOT on an account receivable basis following the Manual On Uniform Tragic Control Devices, Contact Nu,%%ib��,,5 C°e�>lS and Signatures J (,I J PROPOSED WATER METER � 1 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. Design Firm; H �F PROPOSED FIRE HYDRANT p$a PROP. FH 12. All controlled fill must be compacted to a minimum of 95961 density following Method 'A' of the Standard Proctor ASTM-D698, V18. The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of construction. Copies of all J � __J W AASHTO-T99, or VTM-1 as applicable, An fill laced underbuildings, s structures or avement must be inspected andapproved roved b a PP Y P g' P P PP Y soils engineer. A report supersedes this note if Invoices for materials utilized within an dedicated street rf ht-of-wa must be provided to the local VDOT Resident Office prior to Y 9 Y P Y P acceptance of that work. Unit and total prices may be obscured, GreyWolfe, Inc. (540) 667-200i PST � t✓r \ � COMMON LABELS & FEATURES professional geotechnical provided. V19. Aggregate base and subbase materials be by Zoning Enforcement; Department of Planning (540) 665-5651 2 j shallplaced on subgrade means of a mechanical spreader. Density will be determined using Site Inspections; (�u, ,-+ W W 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10, ,4 certified compaction Department of Inspections (540) 665-5650 v AE �.. p p e PROPERTY LINE OF PROJECT locations and not all utilities may be shown. Y technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daft unless specified otherwise. In addition P P P Y. P to checkin stone depths, VDOT representative be the to be during Erosion and Sediment Control., N0. 151$-B � , , U a 9 P , a shall notified and given opportunity resent the construction and P g PP ty P g Department Public Works 665-5643 NEIGHBORING PROPERTY LINES 14, The contractor will contain all litter and debris on -site. The work must be left In an orderly manner at the end of each workday. testing of the density control strip, of (540) Sanitary Sewer and Water: EASEMENT LINE Fred. Co. Sanitation Authority (540) 869-1061 S U Rv WCk� LLJ 15. An approved set of site plans must be on -site during the construction process. V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be Telephone; Verizon (301) 954-6282 C) Z Q Q W PROPERTY CORNER FOUND 16. The contractor will notify all utility companies prior to excavation within easements. determined using the density control strip as specified fn Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be Electric; Alleghany Power (800) 654-3317 Gas: Shenandoah Gas Co. (540) 869-1111 CC J -T j PARKING SPACE TOTALS 12 17. The contractor will seed and straw, for soil stabilization, an disturbed areas that will be left for more than thi da s. Y rtY Y notified and given the opportunity to be resent durin the construction and testing of the control strip. 9 PP tY P 9 9 P MISS UTILITY 1-800-552-7001 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK , ® U,- ® t� STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE THE ZONING ADMINISTRATOR PRIOR TO O �,y ZEel ZU DEPARTMENT OF INSPECTION GENERAL NOTES ADA HANDICAP PARKING STALL c V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom the determine PLANS SHALL BE APPROVED BY CONSTRUCTION. U uW Qm p W Z W v W SIGNS of excavation to the type and condition of the foundation. The contractor shall report findings of foundation exploration to Building shall comply vrlth the Virginia Uniform Statewide Bu/lding Code and use group A (Assembly) of the International Building Code/2003. Other O the engineerand VDOTfor approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard P8-1. soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall Z®n/ng Genera/ Notes X. oci SANITARY MANHOLE IDENTIFIER Where e determined by the engineer and by VDOT. W 6 U_ Maximum Environmental Existing Disturbance Proposed 1. Exterior lighting will be provided by wall -pack lights attached to the building & /ightpoles. STORM DRAIN STRUCTURE IDENTIFIER a codes that apply are ICC/ANSI A117.1-03 Usable Accessible Buildings and Facilities. The exterior wall closest to the property line shall comply with fire rating per table 60218C, approved 64 `p LIGHT POLES - - Note: All required accessible egress shall be provided to the exterior of the building. This shall be to either an accesible route from the structure to V22. Approval of this plan shall expire three (3) years from the date of the approval letter. Features Acrea e Allowed Disturbance 2. All lights will be shielded or directed to prevent glare on neighboring properties. the parking or area of rescue on the landing with fire rated doors and walls within 10' from opening. Secton 1007.8 IBC P 9 9 P 9 ( ) V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT: Floodplain 0 acres 0% 0% 1 Lakes &Ponds 0 acres Q% 0% 3, Outdoor trash receptacles will be in an enclosed six (6) foot CS U � LOCATION OF TEST PITS Structural design shall comply with chapter 17 of the IBC for special inspection (soils, concrete, bolt test, etc.) and the plans submitted for permit V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. ° Wetlands > IAC 0 acres 0/ 0/° fence. 4. This project will not disturb any environmental features as application shall be seaied b a Virginia licensed Design Professional. PP y g g Final approval of guardrail layout to be given b VDOT after grading is most! complete. PP g y 9 y g g Y P Sinkholes 0 acres 0% 0% defined by the Frederick County Zoning Ordinance. Natural S. W. 0 acres 10% 0% 5. The owner will be responsible for obtaining or granting FIRE MARS�HALL GENERAL NOTES TRIP IP GENERATION D A A �"/i Retention Areas easements shown on this plan. EROSION & SEDIMENT CONTROL FEATURES Steep Slopes >50% 0 acres 25% 0% 6. Easements will be recorded and copies sent to the parties Involved. 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. Woodlands 0 acres 25% 0% 7. Al! utilities that will service this site must be placed INLET PROTECTION ® lP 2. "No Parking - Fire Lane"signs will be placed on the site by the Fire Marshall's direction. underground, O o ITE AM PEAK HOUR PM PEAK HOUR 3. The contractor must align the Are hydrants to the direction as determined by the Fire Marshall, debris CODE ITE USE FLOOR IN OUT TOTAL ADT IN OUT TOTAL U} > OUTLET PROTECTION Op 4. Burning brush piles of natural vegetation requires a permit, Burning construction is prohibited, t �° I� �c i C APPROVALS Sl'" 51 - 0 j W� ad 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed 493 ATHLETIC CLUB 7,250 sf 13.4 9.7 23.1 26.7 15.7 42.4 311 ri� U o CHECKDAM ®CD "- > DIVERSION DIKENo.DD RESPONSIBLE LAND DISTURBER a a UJ LU DATA TAKEN FROM THE L T, E. MANUAL 7th E0l/70N 6 C SILT FENCE W/ WIRE SUPPORT WF NAME. LANDSCAPING NOTES Frederick County Zoning Administrator Date SILT FENCE W/O WIRE SUPPORT SF CERTIFICATI®N #: 0 0 0 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. 1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. EXP, ®ATE Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. SEDIMENT TRAP ST 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is not in progress at the end DATE: MAY 15, 2006 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. The planter shall guarantee all plants for one year. of this period, Authority approval shall be void, SCALE: N/A 4. The Frederick County Department of Public Works approval is not enough to begin site development The owner/contractor must obtain a CONSTRUCTION ENTRANCE CE 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing any 3, Landscaper shall use shredded mulch in all planting beds and around trees, Tags from each plant will be provided to the owner. Land Disturbance Permit and agree to periodic inspections, shall be void. 5, The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and FILE NO. 0186 site work 4, Plant substitutions will be allowed with the written approval of the Frederick County Planning Department, approved prior to constructing any structure. Furthermore, the site must meet al/ ADA requirements and be approved by Inspections. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. SHEET 1 OF 4 ;.. trench width •'� as required •;✓ .•. "` 6"dia. schedule 40 steel �� ••'•r•"' pipe filled with concrete 3' and painted yefow ,) {' 2, . ,%iff Z. 18" da. .a 1'.6' :' :: •' �jY' concrete •'' encasement 'I:; %;1" •I_ concrete thrust block BOLLARD DETAIL FIRE HYDRANT ASSEMBLY Figure 8 SDP 35 spicot SDP 35 spigot by by gasketed SDR 21 gaskeled bell 45' bend bell adapter (see note) 2' SDR 21 gasketed SOP 35 TX4" pipe and fittings gasketed bell vye SCH 40 (see note) solvent weld cap property line 18" location marker stone — ,x 4" pipe at 2,00% minimum grade concrete cradle if top of main is greater than 15' d e e p 35' min, cover treated 2'k 4" with top 6•' painted green Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL Figure 14 METER BOX and COVER METER SITE METER BOX METER BOX COVER 5i8'k3/4" or 3/4" 18 in. Dia. Non -Traffic M32C-PW ?raffic A32W 1•• 24 in. Dia. Non-Traff,c MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) meter box and cover 3" stone,,,_.. surrounding box top 6" painted blue , �,a poryemyane cuomg 1"coupling / (PET) 200 psi with SS inserts (PJX FIP) C14-44 at all connections with SS insert and MIP plastic plug Same Side COPPERSETTER meter size Opposite Side Same Side 5/8'k3/ f, VBHC72-18WD-04-44-B4 VBHC82-10WOA4-44-B4 3/4" VBHC72-18WD44-44-B4 V6HC82.18WDA4-44-B4 V. VBHC74.151VOA4-44-B4 - N/A - INSTALLATION NOTES: 1. Exact location of meter Lox assembly to be approved prior to installation. 2. Water service cross[ street: n9 I r DR 1 pipe, The in hall run from one feet beyond sidewalk acr the I a) Encase in 3" diameter SCH40 PVC o S 2 p pe e piping g s oo y oss street, to one fooII beyond sidewalk r b) Install 12 gauge insulated copper wire (for line tracing) from corp. stop to into the meter box [wrap wire around core. stop; wire to be taped to top of PET at 10 foot intervals come up into meter box and terminate level with angle ball valve]. i 1 5/8'X3/4", 3/4' & 1" METER INSTALLATION (4 FOOT COVER) Figure 5 R finished grade _.L. VALCO, Inc Fig. No. 71 BOB with lid marked v©v 'SEWER' bottom section — of box SOP 35 gasketed bell vye sanitary (see not?) sewer main SOP 21 N 1• �: r. / cast iron cleanout cap with brass / plug must be 8' from the -top of the screw type adjustable box square concrete skid pad 12 20'k 20'k 6" deep cast iron cleanout cap with brass plug having a countersunk square head Panetta Model PA4SV-CSK (41 SOP 21-cleanout pipe brick base -•'., SDR 35 spigot by SDR 21 gasketed [bell adapter SDR 35 gasketed '. —bell 45° bend L— 6" stone bedding NOTE: If top of sewer main is greater than 15' deep, then vye and bend to be heavy wall SDR35: SEWER CLEANOLIT Figure 16 R7-8 HANDICAP PARKING SIGN (12" X 18 RESERVED PARKING MAY BE PLACED INTERNATIONAL SYMBOL ON ONE BLANK. OF ACCESSIBILITY ADJUSTING THE REQUIRED HEIGHT IF REQUIRED TO ACCOMMODATE THE ADDITIONAL LINES VAN ACCESSIBLE REQUIRED PENALTY 1100-500 EFFECTIVE JULY 1, 1998 j TOW —AWAY ZONE 'v PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) TREAT WOODEN PANELS WITH i' Il 11 1, I `" k wI j WATER SEALANT. l� _f 1/ { ;� (1. I 1__ ..._..�_.._ _. � / ��- � � ! r• � r I !� r j1+ i � I ' i ,� ` i � t { � i � I � � CI' r 1 j1 ; e t : ;t ' � i i I � d i � 1 •4 ti� { 1 � 7 { :e,', ' ® � I� � lit , I - -- 7 I �? f ,! / • / I l 7, 500 sf r ( ` I ; I C j yS a II tD � I+t I� 1 i f• 1 f'�i'vERAI. Oi,`;t-,C;-N � '� v�{ ( � ,� � '" I � V fil- � Id fu 15 a' ( I I - Q O N r it TYPICAL 6 TALL BY 8' WIDE DOG-EARED FENCE I - f \ ! 1 I u n e '•-----_.._t � 11 ! I, � ' 1' i j � ! 1 i i / � } i � ! I , � I f � \ f I� � PANEL. INSTALL ON 4 X4 XS TREATED POSTS SET I i 1 li I ,j I ii ----- ; I II s r I o 3' DEEP.Nn j I I! ; ' `� I { x Ir _0 's + I f� i �� l �\ �A� ! JI I t a t (( )) — 1 J 6 I , ; �— I i i �0 K & J INVESTVENTs �+ l► r % 1 i i 1 I I r,, I I 11 " r .. c, 7 75 ((31)- 15 I 4' ! i I; OB 790r PG 180 �`� `, DUMPSTER &SCREENING it ZONED: B- 2 CUFF &RDEN, ET Ux r I'� { ! - - . _ . I r 040020687 r . 3 ! i #„ r' f{ U.SE: BUSINESS FENCE DETAIL f , �.. , IZ f ..___ `.,° l 7 'ZONED: B-2 SEE APPROVED ITE PLAN i ! i ! {h l j ' ! .e N. T S ( - L r� ! E: VACANT'TRUCK PARTS NLIMITED 2; {; ( I �; 1 ! WV- 77 I { I I t I I t 20' 0' 20' C� GRAPHIC SCALE �A Stormwater Management is provided by an existing regional pond within this business park. 3' MIN. 12: 1 ^ 12: 1 3' MIN. CG-' (6 CG- 6 2 701 NO TES: 11 1 VZ /L-/L 1A I ! 1. H/C SPACES MAY NOT EXCEED A 2q SLOPE. 2. RAMP BUILT TO VDOT CG-12 STANDARDS, J. WHITE STRIPING SHOULD BE 3" WIDE 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. L Z N ? J Q I ^ O � � W Q I ^ p �C) �UL'i I N m4, O (a I �� Qv N I CL1C1- O I Lj o c�(n \ � W� ^")a0^ 21v k. LE vU71 L_ - 10. 8 , 12': OF 21 B - -� �-- - IT 12.0' 2'-7"(CG-6)- TAPER PROFILE ENTRANCE PROFILE )to i r _ '', j, ? �/ �••,' ��C �� { II ; t I i? �. 1�j} 1A� A { jj t l` 2� °i� �tO ,' i � I I s ! I �► I � I f' i (li \, `\�`\ J( (I� ' 2 DL i ,� ` I t C s,✓,) � t �t `1� v N 54• '11" W 246.7E \ 5 URB CUT f I r. WVLU W i ! STOP SIGN 12 R "WA{' . ; .- \ I ADD 16 TO _ ` , k� 4 Z \ Q 1— ~ ~ G Z 34'� tl I i { t 191 EACH CULVERT &- U vi �- O BEVEL AT 45' - t< pe W 1- m �'` 1'• '� '� j \ O W Z g Q WY. Z Iw 4�,,�; \cq 700' to Rt 11—"-- Z `'� Q I� f �i ckc LV U cn LY + R� I f o11 � o'+ ti' MARATHON DRIVE � PZ Qi k__ 29 v M' 1�a i o a� aUST ib v _ ROUTE 1091 P) a Q ; o 0 -�\ \\ UNPOSTEp SPEED U,M/T z o p 721, . 78 `1� }\ 50 R. O ~ z t!IN %lN 181 Ltl O r 31� iINV OUT=718.0' �` Q �' Z P 4.9R 4.5R -- � 29 9 29.3 299 7p 273i'� i .R 25Rors )'! �.1_ `_ _ ,aa — As c ; !—. Cn N (p 1 291 / �PC +XR 16= j �l i .0 -2i 30 30� 29��' 19� 2gB �^ 1 I I �o� llr I. a Cry a J5 R I i � v V. - v v � 25D 28 � i 1 30 1 J0.9 30'1 1 i ( 301C3 CaQ x , M wti 1 a 730 ^ 1 r(A `z 6 - 1, 000 Sf i OFFICE i u,. 1 6,250 sf .._ INDOOR RECREATION o 1, \ FF=730.50' 0 6 DOOR ( I r — / h CAP TAP '�129 I5 8' DOOR "SESaV�2.729 i 34 J 70 3R 3 iI 291% 125.00' t 20.00' 7v ' ^+ ` �I 1, 1 � _-_ ____ , - _� _... _ 274 N 54'40'11 " W 255_64' - j �`s i �, ? { I j i �✓ j j 1 ( Y ©Q3 ? 1 �! s � f i ! / i ;i i � 1j {••"` I .",.. � r I �, i I � •} I � � i 1 %' I� { ' ; + ' � I �— I � o I • 99 { I x , i I '1� j � I, I � f ! {t i j ' 1 ! I ; i � i ! I � " ',� .,.~/�' ' • { 1 � � `'. I ', )t, { 75- ((3))-17 SEE APPROVE[' SITE PLAN KENAMOR PROPERTIES, LAC "TRICK TRUCKS"-/05-06 1040025537 4 ZONED: 9-2 I. USE VACANT it , J1 29 17- \ 91 Seedino Schedule leer section 3.32 of VESH 1.) Topsoil will be spread at a minimum depth of 4 ", 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 Ibs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 Ibs per 1000 square feet (1000 lbs per acre). 4.) Seed mix will consist of75% Kentucky 31 Tall Fescue, 10% Annual Rye, 10% Foxtail Millet, and 5% Red Clover at 200 lbs per acre. 5) Straw mulch will be applied to all seeded areas at the rate of 3500 Ibs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. 2 " OF SM-2A 6" OF 21-B COMPACTED TO 951Y DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL PAVEMENT SECTION DIRECTLY UNDER THE PARKING SPACES 1.5 " OF SM-2A 3" OF BM-2 8" OF 21-B COMPACTED TO 959 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL PAVEMENT SECTION UNDER ENTRANCE, DRIVE AISLES, AND LOADING AREAS 1�y1 A 2 �O U) yy, Q�~ Q m CO O 75—((3))— 14 z Z Q , RAL PH S. GREGORY OB 913, PG 14 29 _ZONED: B--2lO� I USE: VACANT J � o J WW Q Q a r=+ a �L �p CK �(5 O LLj WC) V� Qo W� LLJ LU :�o CIL t,V o � O Uj_ UJ •' . ,, < ; ' . .. 4 OF 3000 PSI CONCRETE W/ FIBER a0 'v 0 4" OF 21-8 COMPACTED TO Z 95q DENSITY o o ` SUBGRADE FREE OF ORGANICS j & COMPACTED TO 957. DENSITY W U o TYPICAL SIDEWALK SECTION U_ > a a 8" OF 3000 PSI CONCRETE W/ WOVEN WIRE REINFORCEMENT ' (D 0 ' • 8" OF 21-B COMPACTED TO o CD 0 0 95% DENSITY SUBGRADE FREE OF ORGANICS \I & COMPACTED TO 95% DENSITY DATE: MAY 15, 2006 TYPICAL DUMPSTER SECTION SCALE: 1" = 20' FILE NO, 0186 SHEET 2 OF 4 EROSION & SEDIMENT CONTROL STANDARDS E & S CONTROL NARRATIVE rA i I+ I I f o LIC - 1, Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on an p ry pp y g y portion of the Project Description site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days, Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 9 Y PP Y This site is located in the Battlefield Business Park on the east side of Sulky Drive, The purpose of this development for the construction of a 7,250 sq. ft. - -' - -- - - - - - 1 - - i = ( E L" Z. During construction of the protect, sal stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures, The building to be used for a cheerleading school, This development also has parking and drive aisles for access, I __ _ ___.__1....__.____-___.._._.._...__._.__.__-� ._.__.__ ________.__,__.__ ____.______.__._ '� _.-�_ ..--___..__ _-_._V___. ., I �, R+� ' ' _ i4 i ; }' �' - O o a CD U applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. Existing Site Conditions I(+ + ! ! ! F F 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized, Permanent vegetation shall not be The lot is a vacant Field. The ground cover is grass and bare earth with some (6 considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes sediment barriers and other measures intended to try sediment shall be constructed as a first step P P P P brush along the eastern side, Adjacent Parcels ; 5007 sf � ? ? I i to / in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. {i , { ' � JEIIF AL DFr ,V- ; FF"= 7J(' 5.lr, { {A , @) 5. Stabilization be to dams, dikes diversions immediately installation, The adjacent parcels are vacant or under construction, f --_ �_ _ _ �, f . I i I + ar cn measures shall applied earthen structures such as and after Soils f 1 `-----`�' ? x I -p o C 6, Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. The soils es determined from the USDA s Soils Survey of Frederick County,{ types I i �, r, - ' � 1 J S t� a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage y VA Carbo-Oak/et rock silt loams classified as #6C, This soil is Y brown loams bedrock 'severe' { 1 _._..__. __ _._ t i i -- -- --• .----_-_..__ __.__..__.. ___...__.___._._�._._________- _,_.______.�___..___._ - _.___ ______-__ _-__�_____ .__._�_ - areas less than three acres, b,Surface runoff from disturbed areas that is coin used of flow from drainage areas greater than ore equal to three acres shall be controlled b a P9 9 Y predominately yellowish silt over and offers erosion p y y hazards. Topsoil on this site appears to be 9 thick with rock outcry in s. { i ; - .__._ i i ni i iI ; ,I sediment basin. The minimum stora e capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, 9 P Y Y PY Erosion Control at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration, Runoff coefficients used in g ty g ty y « Install construction entrance with wash rack l T--------•_--.______ 1 Y ; f I 1 i ; ! ) i' runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized, « Install wire supported silt fence l 1` i i �• �; �f 1 r 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively « Install culverts outlet protection «Grade site and seed all exposed surfaces immediate! upon reaching final P y P g X \ i i i i I I ; 1 ( within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected, Y P P P 9 P grade 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate tem ora or permanent channel flume or slope P q temporary P P General Erosion and Sediment Control Notes (VESH Table 6-1) L" { i' drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided ES-1. Unless otherwise indicated, all vegetative�' and structural erosion and sediment control practices will be constructed and maintained according to I----`��� ` " �( ` ? ! fi `II i (; OP _ •1 U ZWZF_- minimum standards and specifications of the Virginia Erosion and Sediment�? ! ( i i 6 �°`',,. r`•c�. i 3 Q ac W Ck- cri Z > O 'Y W ~ m 10, All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance filtered Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Contral.Regulations. i I i; j , ! i i l I i ) I i , 1 i ( I ! i ( ? (i ( I ,� I ,`I a O W V Z O ac system without first being or otherwise treated to remove sediment, • E5-2. The be �f � �_.._.r_,_..�..-.__-.. I I I ; { (___.�.....�..__.__._.. f SILT NCE 1 n WI E SUP R ! j! ` I , j +,; p Q �, o�z"'o0o O � °� II,Before newly constructed t r w t v n y n s o m a er conveyance channels or pipes are made operations,, adequate outlet protection and any required temporary or permanent channel limn shall be installed in both the conveyance channel and receiving channel P 9 b 9 plan approving authori must notified one week nor to the p g authorityprior PP P pre -construction conference, one week prior to the commencement of land j i ! , t. - - - __ _ _ -- s { �_ _ �__..__ t r._;_-_. ter- _ . _._ __ - _ -- -. __-_ I �: �., ± +• 1 `. �� ! { I X X X l , I ;„ O Z Z��Q��� � Y disturbing activity, and one week to the final inspection, �- U prior O ti CID 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and - ES 3. All erosion and sediment control measures are to be placed prior to or as the first I . ` ! M - �~:E- - `\` , \. ;- _ -_ `LL ..-_,_ :_ ._;_ . Q j Q O Z cry o O I`',,; cofferdams. Earthen fill may be used for these structures if armored by nonerodib/e cover materials.- stepin clean , i ,., ? ! r Q CIE 13. When a live. watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided, ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at a/I times, s F O s I ._..___ `A LL! O Z � z LJ O a N ` � � c~n ES-5. Prior to commencing land disturbing activities in areas other than indicated I I I � ' `•. \` 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met, on these plans (including, but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for 15, The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed, review and approval by the plan approving authority, I ' ; t - _, I .��` , `•\ 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench maybe opened atone time. ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority, • I � �,� CE1 � , -- ? `'., . `� j t--- L __5 -. -. _ ,,,t. -__ •., ~' - - ; 5 ._.___ cs _- •A; -• �I _-_......... EAS ..._.__.. l�:e;; ,... ,-...__.. NIA � Ln �y J~ Lu m Oyy <c, !® ® � b. Excavated material shall be placed on the uphill side of trenches. ES-7, All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until I G,S. .•j--- Gti5-......_.� rS..S ..__-. r;.1.5 -'�\-�n.\:.-__ _„tS------ e ' i` `. �, `'.. �° I ? / '• ,, T_ Ln t - � I� rI rL �� � c, Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a final stabilization is achieved, i 4 / ; f N > Q manner that does not adversely affect flowing streams or off -site property. ES-8. During dewatering operations, water will be pumped into an approved d. Material used for backfrlling trenches shall be properly compacted in order to minimize erosion and promote stabilization, filtering device, �' I e. Restabilization shall be accomplished in accordance with these regulations. ES-9, The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to /P f.Applicable safety regulations shall be complied with, maintain the effectiveness of the erosion control devices shall be made immediately. Lli m , i s /� 000 Sf } � 17. Where construction vehicle access routes intersect paved or public roads provisions shall be made to minimize the transport of sediment by r vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area, Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development Frederick County Note; The Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and � 6,2:50 sf ' INDOOR RECREATION FF=730.50 I I I OFFICE I FF=730.50' � o o { I I I �+ ! x ,Is. ' 1 cl � O >- W � : Q LQ � lots as well as to larger land -disturbing activities. J environment 18,A11 temporary erosion and sediment control measures shall be removed within 30 days alter final site stabilization or after the temporary Y P n' measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. a ;{ + f i ` t t 20 s - i I t I j i ! I ! t ' i Z g Q Z Ca O a C7 `' f� v W Z J O Z Q h 125.00' 20.00' ;� I I I Q Pz W 19, Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to fi �. > ! t�� � W cc ti O increases in volume, velocity and peak flow rate of storm water runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: ) ; , ; ! ; - - - -X-- - -- /---- -X --j ? X �- X -`l - -� � XLZI 4 � Q) W I , 1 i i I I i ► I l I z �, Lij o �w PC � m STONE CONSTRUCTION ENTRANCE (WITH WIRE' SUPPORT) CONSTRUCTION OF A SILT FENCE' 20' 0' ZO' � a o `O SILT FENCE CULVERT INLET V.,� 70' MIN EXISTM A PAVEMENT 3 s:1 1 PIPE OUTLET CONDITIONS A T. SET POSTS AND EXCAVATE A 4'X4" 7. STAPLE WIRE FENCING TO THE POSTS. OF POSTS. ALONG THE LINE PROTECTION Prune out any dead or �` broken branches, remove all tags, labels, strings, wires, etc. from plan. GRAPHIC SCALE L Q �- ENOWALL J U FILTER CLOTH 6' WIN. A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION A ado (MIN.) do y ' i -' r- /' 2-3" mulch ! -�'�^�-'- \ Set top of root boll 2-3" Saucer .5 �' equal to or 1-2" Prune codaminant leob<erb•�- D NOTader pruneminal t tips All plantings will conform with Section 165-36B of the P 9 Prune Frederick County Zoning Ordinance, Planting Selection, GROUND I rubbing or I { �- , � � above grade. cross branches"-� PlantingProcedure, and Maintenance. 70' MIN. PIPEEXISTING DEFT OUTLET TO WELL DEFINED CHANNEL // i J / / f TOE OF FlLL CULVERT !, �;�',o';• ,-,•.:l': g 10' MIN. PLAN VIER' 1 I III �� i � ' II II � '�' ,f�<;v. Remove container; use - yt,'*x, ` ` P . '+•'• ii. Sharp blade to make `' Prune narrow crotch VPTIONAK cDPriDNAu _i_ L a �� �� ---- _ 1�,5, ���`. four r 4"-1" cats the �°•{-'-'+ .� : / F'' th of boll and cut a r%- x on bottom of angles & water spouts Parking Lot Landscaping Data 9 P Per Code Proposed Z 0 9. --�. ` / J� ,•;.:1':1: .'i `if�,• '.i h p r ball, loosen compacted ,^r , r Prune broken branches O O 12' MIN.• I--- EXISTING PAVEMENT -W d O -- FL DR' III �" Ili +"� roots. Remove togs and labels g 1 Tree per d 0 spaces 5 5 ti o T SECTION A - `-1- FILTER CLOTH imy IN 6'-6^; RBCommaNDBD Pon Emrwl PERIMETB 4" eo CONTAINER GROWN SHRUB (48 spaces) Prune suckers j 06 t- VDOT Ml I POSITIVE DRAINAGE 10' MIN. COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • NOTE& 1, APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASIMT, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED 1/SINC PLATES 3.18-3 AND 3. f8-4. 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. TOE OF FILL SILT FENCE Prune out any dead or broken branches. Remove all togs, labels, Cut away all balling ropes Total Impervious Area 1 per 2000 sf 14 2°`-3- mulch kept Remove tap of wire basket away from trunk 27,118 sf 14 W (Y < � W p 0 MUST EXTEND FULL WIDTH 3. TIMES THE MAXIMUM STONE DIAMETER, BUT NOT DISTANCE IS 6' MINIMUM IF FLOW Soil well to � CY OF INGRESS AND EGRESS OPERATION PLAN VIEW d 1.5 LESS THAN 6 INCHES. Source: Va. DSWi.' Plate 3.18-1L strings, wires, etc, from 5 TOWARD EMBANKMENT plant. O O contain water Percentage of Green S /0 14 /o ' 925 2,660 W a W CL t2• MN. 3' MIN. 3' MIN. �/ -� / - ��.�,::.�:.:. /• * OPTIONAL FLOW 2-3°' mulch STONE COMBINATION 2-3" Saucer Set top of root boll �+.�' ) .�;:.': ;" Area in Parking Lot sf sf '^ 18,510 sf ` � BackfilJ soil •:a:.-•, :.. > W CY W tY FILTER CLOTH SECTION A -A INLET PROTECTION NOTE; "-•' y:: Jill r.-:. -- / -' �' :,..F I.o' /` equal to or 1-2" -- / above grade. :::::, ;ti .,:. , � ..•.. ; Partial! bockfill, PROPOSED PLANTINGS water f0 Settle -•-�, y Widen and score )7-- finish W t` iD CD SIL T FENCE USED AS INLET _ G� � - FLO1V t.5' -`- soil. holes in wall backBllin Q O� O� ,• PROTECTION IS NOT ALLOWED IN FREDERICK COUNTY, ONTRA OR COU C CT � Ii, =III - FLOW Remove rope & burlap from root boll, ~`' ': ,, • �� . , Area for water HEDGE - BOXWOOD - (44) PROPOSED FOR Remove container and cut drainage (Pipe HEADLIGHT SCREENING - 3 tall cintain mats if be file caul) container -grown, or be installed) DATE: MAY 15, 2006 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. ��'��'�"'��F ib much burlOp as possible if do REINFORCF_D CONCRETE DRAIN SPACE SECTION B-B MUST INSTALL THE OPTIONAL STONE ARC AS SHOWN, FILTER FABRIC •TOOT /3• OR /57 COARSE CLASS /FE Dig hole 2-3 times width of root ball I , I PoPRAP BALL & BURLAP SHRUB field- min Leave solid sot! pedestal - not 9 dig deeper than ball depth TREE - PIN OAK &IOR RED MAPLE -19 PROPOSED Dig hole 2-3 times root boll width OTHER DECIDUOUS SPECIES MAY BE SUBSTITUTED SCALE: 1" = 20' SOURCE: ADAPTED from 1983 tondo s for 1 a and Va. DSWC III I ^ n•' WIRE I REPLACETO SILT FENCE HIGH VELOCITY ILOFFFLOW IS EXPECTED HORSESHOE _AGGREGATE '"''�" WITHAPPROVAL OFFRED, CO. DEPT. OFPLANNING FILE NO. 0186 TREE PLA N TiNG DETAIL TREES MUST BE A MINIMUM OF 2" CALIPER _ SHRUB PLANTING DETAIL (NOT TO SCALE) SHEET 3 OF 4 SOURCE: M ted from Instollation of Strata and fabric Filter Barriers for Sediment Control, PLATE 3,05-1 sow) SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSW�ATE. 3.08-1 (NOT TO SCALE) , _2" R CG-6 NOTES 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2- CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, 3 COMBINATION CURB Ik GUTTER HAVING A RADIUS OF 3D4 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB N GUTTER. 4. FOR USE WITH STABILIZED OPEN-CRADEO DRAINAGE LAYER, THE BOTTOIA OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5 THIS CUR13 MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CC-7 IS REQUIRED. I i A t,y1• A P P P T-1" D b D P P A O P P A P P P P A P O P p p L. D, (> _ A G" 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6'' CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION t, 'C +"0DCIMFr, 1tatL 4"d1�N+ EC.' Jk CI ASS r i , ONCRL, C Aa A-,4 t H, t LJIS -: WlP 5017 oS'`.iT%\ T::GRA_ ;,tJR CC C), d r, r'ir A:. `1_0 , =?' 2 T X CR C'T' I I Tr E CIRE T rSN OF +at _S R A� RrJC: v R TrC> 0J, \ r. Ai vJrH 7 TR1.fKCATF9 V ?-N.5 D_ _:TASK +4AFi�i,r•iL h.,l.' BE USE•) ':/. r;= As IM2_Vk 6C tHir 'r6w-;WNAH. S1_C,r ,r S7;5 J KB RM111 A,41 BE 101iRI h +�G O rTIxC :CLY' tl R+ cv= --LQf)P J _y.L.,'.JC E<V,j�ILAE' Q4STRU+:10, J..'J` 81,:" KEI?JI:_U 3!•4, 4 F RAM O I F :r Ac r(F VtI .i P= F` !'srl) r JR DOVJI•I PA;ls :x ikT 4q z141li, r' A;ZC 1 ,:I C- A? BE (4ST RI t_r+rG F L FL 1tCi _NT G RFPAS1 PAMP '0,0 PREC•"...T ..C\CFETr c A01 ., C, ASS A•!. a �� r A-TE -1<?' � ARE t(' . C J .. � x ra,: 11 'r7T, d T>;, c.C' � T S ,,L C'le.: I' f TOM,, \1.Nr,d_�M P8 r LURS ::r.) Us _I L YPE R NSOICNS SD IACENI 10. CURB PaJrS .^RL ?I? t !J.,? IN AY f.•I i C-Rti / GURU t"ZI G::, 7. LP_+ RM,P s = 0 ;E _ TC_'. 4s S '1v\ ON THE N, 4NS OR fiS DREC E. IHt l.II. e ,t : J llr, Al Frill I si C i 3t•N AN ACCE° -4lOU L W i-{_.'-1 HT 0F AAY 0 A 4 -4A'A% FA -`viY C RO . Sr e 1 C' -R° r - .+f) or 'Nt r_HrR I rcir'J o� is FxisioiirC, J \CZ^ X�L.. !. !,S PbJat G 1. ).., i1 Ayllr•IP PP,, ATtM ;?OcShdl_K$ \ N WM 0\ r ! k Az j L_ J a+' ;HL '4 ?•IE R t' S OUL NO,I e (..:,t;+T ) , t' I tf:-Ir,.0 P ICE r'X ,TLJo lip 1 FO F_ rF - r02a♦ 4 1y N c A c° I� RC S P<C+V 't0 ? nP tiNl :'1U'= NC'-+S'Fi C L rti F-.kf/ "N 5 - 1 :atSt.�J P11 04NEQrf" ALL -UL\'A CAN 9E. .A; rir A (c0 LAT PtD A F !i '1 FJ .'- At 8 R+J:" MA( ok f' C J ON EYR i \ -. J 0L `Ei iONIS Ex J xJ V4AT Itr CI, L r <:rl LR r_ -1I�J 1 I - lml a 0 TIF CRCSSWAUS AND A t 1 iF S1 r.. Al OF r, 11, =sr1y1 I HF ,.11 N ,nn N tr 71 E kfcN:x_lf.. AF T{) 1H- �;„,ccri IHIC44 v/Hsh rh- ENTF-Wcr' A.-,! A 1!41 CO c itit TURNING R, c r•vY 4tlr'Y; RAI li HFI t t, ANOAA I' t OWM*.k2 I t,3i vlpJC F (: At r at r: i Arr I- J3F cAT.i, h/;"W..0 t'li;:i ,;AAA_ LJL IHL-VIUIH O� I L U>L t'•4:4 THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MA,NTAINED. a T ,,'P F3 C®1 Tx STREET APPROACH SAME A --I SURFACING AS MAINLINE (RADIUS TO BE AS I*o I ROADWAY SHOWN ON PLANS) I � C: C I (RADIUS TO BE PS - - - - - - - - -}--- SHOWN ON PLANS) ST'D CC 12 \ + ®RP:DIAL COhdBlhlA OW / I� g� �/o f CURB AND CUTT 4'SIOE'VALKI �L \ I wlx ICH.ES.)A3 E•'p•••a•P 4• ,� I OPTIO14AL 6" CONCRETE A'' FLOW LIN I EXPANSION JOINT EXPANSION J INT A I 0 ------- A.�J QI NOTE -,WIDTH "B" 2'-0" OR AS 4-41 MAINLINE ROADWAY SECTION C-C SHOWN ON TYPICAL SECTION. PLAN VIEW ED CONSTRUCT GRADE CHANGES WITH A, PARABOLIC CURVE. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY 10'PARP80LIC CURVE TRUCK TRAFFIC. THE DEPTH FOR SIDEWALK N CURB RAMPS WITHIN THE LIMITS OF THE RADIISHOULD BE EDGE OF SHOULDER OR B MAX. ��- D INCREASED TO 7".OPTIONAL FLOW LINE SLOPE CHANCE ® D WHEN ST'D. CC-11 IS USED FOR ENTRANCES BUILT MAINLINE ROADWAY "� -- - `- - - - - -- - - IN CONJUNCTION WITH VOOT PRDJECTS, PLEASE 8 % MAX. D NOTE THE FOLLOWINGz SLOPE CHANGE-J 40' MIN. FOR STREET "`---�_ DiK MAINLINEPAVEMENT SHALL BE CONSTRUCTED 5' MAIN• TO THETHE R/W LINE (EXCEPT ANY SUBGRADE CONNECTION STABILIZATION REQUIRED FOR MAINLINE 20' DESIRABLE FOR COMMERCCAt PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) SECTION A - A RADIAL CURB OR COMBINATION CURB BE ON GUIDELINES FOR GRADE CHANGE D BEYYONDTTHE RHAV,LLINE EXCEPT FORUCTED REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM STANDOARDCIS TO THE ADJUST D 70 MTHICH THE NIGH (MORE THAN1500 VPD) O It3 X MOUNTABLE CURB CONFIGURATION. SEE STANDARD CO-12 FOR CURB RAPP DESIGN MEDIUM (500-1500 'VPD) �C-3 % 6 X TO BE USED W!TH THIS STANDARD. LOW (LESS THAN 500 VPD < 6 S 8 % PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE 15 REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE- OPTUNAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF 'HATER. SPECIFICATIONREFERENCEI METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 201.03 502 AND COMMERCIAL ENTRANCES n VIRGINIA DEPARTMENT OF TRANSPORTATION + 4 c---•--� L >E OF rd tF r•IT AT 'SOX . wAll AS TOPof (:':RS _y PARA11EL PERPENDICU'I-A A _i._. A ! M... # t Ji SC1 0.o O.0 0 {+. `0 :30090 C o, y1 m' J { #O 0 C :r 0 G` 0 5 O CJ ly C) 0 � it C' 6., C, t3 ct CJr\I +Ex c7 r r C J I 3 o 0 n o C, c_I. y . _ 7 TRJ N CAT E D DCME t/ ,._i ���`t_='F i, �' YM(;r;+1iA v Y,d{iJ.IL,J: 04 lhNY`'�Oi?1 A4,1,;^I L -SERT DLE SHEET ASLD r , _ A 00WFLS, B' LONG .\ �� r i :S K..f'\ MrY• N, SEC SHE 9 ? Or 4 FOR Dt.' 1u5 CURB- 2 VAx r 3 t MAX. �, PO1r;*I,3 7019 tl'JT SF T:C),N D B ':CJ'C: R rNER1-_ 1101CS .�.'N fN,CD, TLC[ NARt-W C_UR,�AC.E, A SOJPR N t J tR A OJTSLE t+ P_..1j P.. ✓ 1RAVLt WAY' Sri u L -rat, i HE taR�'�V10Els V11H:N I< } w TILL VA2•c'r_0 is ""�-"'• I CR(>Sw14A,.K Af2r0. TM, {{ �t t V'1rf' FEA 17 1'YPI Ai DESAG a AL -1ERATION S M f.<GSS`hAL K 7 YfiCAL P ACE ,/tEN ( I`'a'ICA PL4CE`INIENI AT !N! iRS 10NN DI!-yi,,0 A3. V/AR',AT'rN AT NLER C•T0N 1'dlTi,{' CR S`'v`rtxi..!< WITHIN C R(j5al" N_K (V1'1TI tiUF( FR S TRI-P). THS OFS0N Te 'rat USED r"OJ? t:CN',;?RUCTbJN THAT iNGO;Z00RATf,.S WI c;R Slil;'V,N,K. LANDINC !•". $' iYIC)E) Rru.J4?C'D fT :TCP 0= C'':JR•� Pi A1P. 1tJki)aUb! CURB RAI,19 LENG7t4 a F?E.` FOR NAW Cf.M 5 RUCT;r,'+, 6 7r. T FOR AL.-TF..RaTtONS. CG '12 1: { 1 't,�!A1 AFCI..F: R N1if\ltG SJRF A(-E:: -N V 7f cpJ.A ^-F- AR"44" SIT ;)F IRANSOOR1 A 71.'% T O- W 7r;'j 2C 3 I5, Culvert Plan View R1-1 30" x 30" R1-3 121,xEll Ri-4 C,xL` 2H-4 Stop Sign (R1-1) STOP signs are intended for use where traffic is required to stop. The STOP sign shall be an octagon with white message and border on a red background. The standard size shall be 30 x 30 inches. Where greater emphasis or visibility is required, a larger size is recommended. On low - volume local streets and secondary roads with low approach speeds, a 24 v ?d inch size may be used. .At v mult,way Stop )nlersec:lor. ISO:: 29-4, -Linolementary date (RI-3) should be mounted iust below each STOP sign. IF the number of approach legs to the intersection is three jr more, the numeral on the .,upplementary plate shall xnespond to the actual number of legs, or the Ieeend ALL -WAY (RI-4) may be used, The supplementary plate shall have white letters on a red backgroun- and shall have a standard ' ize of 12 x 6 inches (R1-3) or 18 x 6 inches (RI--). A STOP sign beacon or beacons may be se: :: ;onjunction with a STOP 5i2r. z, described in section 4E-4. Secondary messages shall not be used on STOP sign faces. ROADSIDE SIGN RURAL DISTRICT I I►. l J Z — — r WNJP ^ROSSR^,=.: X -- D --^ SCE I' • A -•-+ I i SHAPE fO B`_ Bkv=, i.t °D;ITH F,'ORT ----- AR FLOW i - - �------ ----------- ......... DO NOT BEVEL .VVER-, - I--- tt - - - - - - - - - - I'�r NOTES; 1. ` H MAY Ri: REDUCLU UNI L X • RE ?CHE5 A Id Nla4_rM OF 4" Wll RE ENIJWALL 4tCULD PROP JUOL AUOV: SHOLLOLR LINE_ W NO CASE SI ALL !'OP 0' LR'Ut9ALL FR( E C T a3(`V ; l O=C, DITCH S, O-PF, 0 SHO"iEr[R, 2• Tlfib I,_:1 MAY BE ^IRECA_-T. OR CAST IN PLAC) . 3, A11 CA37 INPL.ACE CCNCRFTF TO N7 Ct ASS A3. FCR :'RECAST SFF 5HFFT 701 0?. 4 T IIS S'A\O ^0 TO BE JSED WIT14 IbTRNOHt CROSSSNCB AND ALL ,Ql TO 45). 5-. H'AfA,'A.L TO AE 8FV'FL.F0 !id .41,1, AREAS FxC"cPT 494-:F.RF A CONFLICT WITH ItiVFRT C,'R 'RLVG'NALLS OCCUR. _____T ENCINA;-L OR CIRC LAR Fi('` `F 1 DIAMETER TER OF PIPE CL4.VERT ! f 12" I 15`' 18" i 21' OR 24- 2;1 UL 3 "I 33 A 0-6" 1 , -e,„ 0.-51" { 0,-11.. 1.-0.. 1,_0;. i 3 1I i I' 1 3 6., 1 9 2 0 •, ' C 1/ t 7 i i'-9 2 r i 5' 1 2 9 a 2,, C+, 2. 6. i. 31.C.. I F 0' u"' ` O-_8., O:.B•• 1 ;)._�.. 0.-U" i I tl` 9-- _4 2' -3' 2'_11" 3'-2" 3. �` 4 -4_ 5-0" L• 0 8'-(J' tb 0" 12' L' 0•.11/aav 1?� ` C'-2" ---0 0' T 0`21/` CuBt WADS O% CCNCRf it CONC. PIPE C. 241 , 0.491 0e81 1.319 ? ,57 I 294' _ .. C.M. -wr , o �... -571 0:739 , 1..398 El"/ -IJA I'� I I. 6. REWL EDGE IS R_OLiREO ON' TEE HLADWA,.L Al iH-- KLE1 FAD OF [HE CU' VI-RT .vmrR, -,Hr rLOei ENTERS THi CULVCR`). 7 £ADWALL AT THE OUTLET END Oc ]HE Cj_VERT MAY BE EI_HES SOIJARv FGCF OR 9FVFI. ..: CF. 11 ON SHAI Doi FIL.S, WHERE ENDV4ALLS AR--_ 1 OR LESS BELDAM SHOULGER NE, +HE OP OF HE E?110WAL_ SHALL BE CCN�'RUCIE-C PARAL_E_ 'O 'HE CRADL C HL HOAI). 9 74 AMF_Q MAY BE ON ALL E,>GES AT MANJF.ACTURER'S OPTION. FYI-1A. E;ul -.h,A L FOR ;LLiPTiCAL C PE SIZE JF-_L'A-it_A_ PIPE h_VERT (SPAN x R5E) 23.,x14„ i 301 x`9 34"xi1' i 3a"x24" I 42"x27„ 45' 01r. 49`" 3?" 5.3"xS4." A I)'-'J' I 0' ., L''-10,. :) r. C'-11-' 1'-0" 1— -_ Ci , .3,• L' 11 2 4 i- 7'-,) _.Z-3. 7 I ?_.9_.._ ? °. .1..,.i._1i.. :.1011 2.0 2 �.. l'fl" ?_.. _ _ ` 0' 9 -4•-7 H ? iC" ( 3 •3' 3'-7 3'-9" i 4 -O" 4'-9" 4 -5- ��_...._ � j t- � _:J'' I 10' • z�, I i'` 12 J _.._ _ _~_._ _.. -�-G.. "i_-y �2'-70 - -11?'v _t" -, N 2-6 3' 2' _- ,`, 6 S _ a_.-__. 0' -3'/,'1 G-- ' 0`c/2, 1Y-4Yj" -5" 0'-2' I 01•2/70 -2y< I 0` S' I U' I/9" 0-3ya' 0^ 0 -4'/7 CU31 YARDS Or O\CR TE CON SPCI Cal IC.J 1 i� , 6 � /� ( p� r'�, + FOR ( _ I REFFP NC S i AWARD NDWA^�L OR i-PL_ (_'U VLI� S 105 1l' -36 CIR""�UL AR AND 23 'x 4''-.� ?:Ix �4:1 t_L. _. I' I i`;A!_ 1J1'';_K� 203.n4 302 dF;GtNiA t;CPARIa.1LNT Os T'RAIJ:POf+ AT'ON NJ!L �A ALL c.orlcret'c, to t-;e: Cluss A 3 in occordoncl Yw'; th 'Secliorl `;111 of the CtJfyJE`l SPecificoti:ans. .I 9'' I� +p e. 1 1 f ,- -e o I-Icc�� k�aia 1 � 4,:+L;. ll re� tlir t: ,�I�le�l �,t.r.ac,tlsr., �iS ca"1 t� ��l<�•.'`r ,f rnc:I�e t��:� 1.,,-� . .q r' '`zed' ,i e pipe - {-:{:a.,: e outlet e ,, s- Ie :I ce c• -y. +A tl-e Project E-i reer Farr inch �I:Ur:iltll,.,,�, f.l�.,r �It,e rTaa.v be cc�,,.� c�rl t�., o�tt{e. v�,, a.. ceerr7eci re�.,�sa: y by 1 a The reirfcrcerrlerlr i ,o ae ir accordance witl� Section 223 Of tie Cvrert Speci-icct Orts .,rdi shall be p;c+,- ec' it accordanc-- with :�R^t. G1Jr - It'aok h.,Ic;t ma aerial shall rnee: the current. ASTIVI A-07. Boo-'_ shall be golvanize-d to -neet the current ,STM A-15:3. For ralijm'nul r pip-e, hock wc)l is sholl be brcJec>ted Wth ome e)` .f he Ica:!ovving : Biktarr���s('c: �C; Rit.arr:�stic, P or Conco..e R-5C, where cont-0 is 1N)o e b. t' een pipe -:'nd hoick -- Pipc w,al t!iickress Hx Nut i T I'rcads tor bc?ts CTTC nu-,s orc Aync,'CC^ • a^1 rd Ccnrs•hr^ ciis S Class 2 Ft L':pot oxirrml e ri•, rivw3i ans `c;T Hcok - .•i l.,. 1\ I a \ f I W 11 e 17 . - r,- - -:I .. PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE H 7ZI GROUND LINE H CROUNO LINE H-- rrrrrr rrrr - rrrrrrrr��rrr l lI I Tr rrrrr rrrr -1 rrrr rr��j lI ROCK OR rrrrrr ' f r i Ell fry r I i rrr rr� EARTH D-1T' 7I r rrr rr D,12" =11 r UNYIELDING rr r D, 12" r EARTH �rr -J d 11 p/2 4 D12 d II SOIL d ti D/2 I ..- BEDDING LLir MATERIAL 6 [F L BEDDING MIN. 1I10 D�] MIN. 1/10 0 I MIN.1/1D D I II X 0 X MATERIAL ��" PER XD-�1 X MATTER AL 1'20F H -{ HD -�I % MIN. B", FOUNDATION SOFT, YIELDING, OR NORMAL, EARTH FOUNDATION MAX( 24 ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1� 5—x D� MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D TOP OF FILL TOP OF FILL Oor- TOP OF FILL H H H rrrrrr rrrrrrr rr.'/rr — 77 rrrr rr rrrrr rrrrrr -- - rrr �/ �,/I rrrrrr rrrrrr rrrrrrr �' rrrrrr rrrrr rrrr rrrrrr = rrrrrr �l: -- rrrrrrrrrrrrrr rrrrrrrrrrrrrr - rrrrrrrrrrrrr rrrrrrrrrrrrr -rrrrrrr rrr rrrrrrrrrrr rrrr! D-12' rr /r GROUND Jrrfl rrrr rrr rrrrr ^ rr rr rr rr - rrrrrr 0-12" rrr rrrrrr rrrrrrrrrr— r D.1z' _- GROUND r•7•+ rrJ r rrrrrrrrr r/rrrrrrrr _ GROUND LINE d rr rrr LINE d LINE rrOi2rr D 2 / D/2- - _ EARTH = - 1�1 Ir ROCK OR /b� a MIN I/lO D �J �JI BEDDING r""-D'-^�' XMATERIAL. MIN, D UNYIELDING SUIL L\_ nr I, r-'•M MiN. 1/100 REDOING v¢- - 0 X EARTH ' 'I BEDDING A PER MATERIAL MATERIAL NORMAL EARTH FOUNDATION '' of " M+482ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL MATERIAL IN ACCORDANCE WITH ®BEDDING SECT ON 302 OF THE ROAD MID BRIDGE SPECIFICATIONS. REGULAR BACKFILL MATERIAL IN ACCORDANCE ® WITH SECTION 3D2 OF THE ROAD AND BRIDGE SPECIFICATIONS, CLASS 2 BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. ® EMBANKMENT NOTE= FOR PLAT PIPE, THELIMITS OF THE CLASS H3ACKFILL MATERIAL SHALL BE TO HE PIPE. SHEET 10F 4 sR ���04 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD ''A'' 3D2 ftEV,1/04 3D5 i VIRGINIA DEPARTMENT OF TRANSPORTATION I 107.Ot O d (� to a 0 p o V L4 j 0 M� I •� p W O N o V! y C Q) N C O r.. J -1 0 Ltj LLJ OW�zoa Z o Q WCI-_ Z ®fly LLJ (tL tLLJ phi Q� O ` £ O cr Q Z � W ti c~i�OaN ¢10 U 0 DATE: MAY 15, 2006 SCALE: 1" = 20' FILE NO. 0186 SHEET 4 OF 4