The URL can be used to link to this page

Home My WebLink About13-06 Corrigan Rug Cleaners - Carpet Cleaners - Stonewall - Backfile (2)LEGEND FCSA CONSTRUCTION NOTES Rev. Mar 2006 VDOT GENERAL NOT VICINITY MAP ® LC EXISTING FEATURES 1. The Authority's Water and Sewer Standards and Specifications are available at wwwAga-water. com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. V1. 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, �%� � 0 ° C ~ 8 o a EX EP and any other applicable state, O EXISTING EDGE OF PAVEMENT _- _____ _. _. _- 3. The contractor shall adhere to 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 EXISTING EDGE OF GRAVEL _____.__._ ___ _ E�' EG - _ - _ _ 4 The contractor shall coordinate with, and arrange for Inspection by, the Authority 5. The contractor shall tie-in a new sewer line to existing to an existing manhole by core drilling the manhole. most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia DO o C ® U EXISTING CURB AND GUTTER ' _-� _-__ X C� - 6 -~ _�- __ ! E - - - ----- ---- -~-- --- -- -- -- --- 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. Occupational Safety &Health (NOSH) Rules &Regulations V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition C EX. INTERMEDIATE CONTOUR f;;s? b) The contractor must: of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of o tm 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, C o Q '0 EXISTING SPOT ELEVATION C%. G EXISTING TELEPHONE LINE --- - -- --- T - -- - - 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 department shall furnish and install all water meter through 2 in size. ' � � to have the box installed It is the developer controllers, etc,, owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. 7, ��ENUE D ''�7e � , L � S � � � o i EXISTING SANITARY SEWER - j - ry - s/�ntractor s responsibility meter assembly c®rr®ctiy. Before a permanent meter is installed. V5. Design features relating to field construction, regulations and control or safety of traffic may be subject to change as deemed I C M v tp a c q) EXISTING ELECTRIC SERVICE ------- t� -- -- � --------� f�- ---- a The meter box with its frame and cover, mustproperlyall ned with the co ersetter. ) g pp necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. ��_ SCALE 1 - 2000 b) The frame and cover shall be set to final grade. AW1 PROJECT INFOR MA TI N EXISTING GAS LINE " 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. V6. Prior to Initiation of work, the contractor shall be responsible for acquiring all necessary VDOT /and use permits for any work on VDOT right-of-way. EX. 15 RCP EXISTING STORM SEWERS--w __- �� :_- :- _ - = EXISTING FENCE LINE - ~- -- - - -- - -- - -- X --- - 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the englneer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. Owner Deve%per Jeffery G. &Rosanna M. Jenkins Corrigan Rug Cleaners EXISTING DITCH LINE - - - -- b) An Application for Service must be made and fees paid before work will begin. c) The Authorityshall furnish and install 5/8 ", 3/a ; and 1 " water services. 1 V8, 1631 Redbud Road 906 Berryville Avenue Winchester VA 22603 Winchester VA 22601 1 d) For all 1 /z and 2 water services, the Authorityshall make the tap and bring the piping to the 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) 974-6768 (540) 662-9081 EXISTING WATERLINE W/ TEE - � � 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. Contact. Daniel McKee install the meter. EXISTING FIRE HYDRANT rxj 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 EXISTING WATER VALVE -- W Mi - - W 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet entrance that Is constructed and maintained In accordance with Section 3.02 of the Vlrglnla 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 Tax Map Number 54-(A)-97i Front: 35' 36. 0' A �ZN Ln d� ASSE Standard No. 1015 or 1013. the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) In Erosion and Sediment Address Baker Lane Left Side: 0' 36.5' ti� , Yv> A €e - EXISTING REDUCER -��°-- ,A ,� �Y.. ��` ��- 11. All fire lines shall have a backflow assembly (detector double check valve or a RPZ, as required). The assembly shall meet Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation, p p P Area 0, 631 acres Right Side: 0' 19.8' g � T � prevention Deficiencies shall be promptly rectified. Zoning B-2 Rear: 0' 27.2' 0 O V-q EXISTING TREE DRIP LINE ��--�•.,`,..��---�_.��.-�--�-�=�^.�--`�"�' ASSE Standard No. 1048 or 104Z Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be immediately before the backflow prevention unit. Radio read remotes are required. VI 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Legal References #050008754 Existing Use Vacant Parking Setbacks Per Code Proposed Proposed Use Phase 1 - Rug Cleaning (SIC 7217) Front: 5' 36.0' = • Ln D 1- +-+ � 0installed , y 4 PROPOSED FEATURES 12. FCSA to review the mechanical plans) for design and material approval of, 1) the domestic water meter and Its backflow prevention device, and/or 2) the fire service line's backflow device. , Phase 2 -Accessory Storage for Left Side: 5 0 (Esmt) � prevention 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 Rug Cleaning Business Right Side: 5' 19.3' Zoning Data �1 0 PROPOSED EDGE OF PAVEMENT PROP EP GENERAL NOTES possible shall be installed under roadway drainage facilities at conflict points, Rear: 5' 5.01 o Open Space Minimum 15 /o = 4,126 sf o z a Q z W o ya PROP EG PROPOSED EDGE OF GRAVELo V12. An unusual subsurface conditions e , unsuitable soils springs, sinkholes voids caves etc. encountered duringthe course of y ('g') construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate Open Space Proposed 55% = 15144 sf F.A.R. Maximum 1.00 1. Permits must be issued from VDOT prior to any construction in a public right-of-way. design can be determined by the engineer and approved by VDOT. F A. R. Proposed 0.25 Use For Parking Units Space per Sq. Ft o o Q a PROP. CURB & GUTTER PROP CG-6 2. The Manual on Uniform Traffic Control Devices MUTCD must be adhered to when workin in a ublic ri ht of wa . 9 P 9 y V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill, Rug Cleaning: 1,400 1 per 200 sf Building Data Office: 700 1 per 250 sf z o o o Q W W z o 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 to laboratories for be Ident/fled labeled belonging Type of Construction 2C - Metal Garage & Storage: 3,900 n/a Proposed Use Rug Cleaning & Storage 4, Q z PROP CG- 6R soil samples are submitted private testing, the samples shall clearly and as to a ct v W W O project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Total Parking Spaces Required 10 v, m o v PROPOSED CONTOUR 50 4. Any damage to neighboring properties Including county roads and sidewalks, caused by the development of this site will be the Proposed Area 4,600 sf + 2,400 sf = o o o PROPOSED SPOT ELEVATION +,� p� responsibility of the developer. All damage must be repaired to original conditions 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 Height Maximum 35 feet Proposed Parking Spaces 12 Height Proposed 24 feet o v W o o o 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 2016 of optimum moisture for the full width of # of Handicap Spaces Required PROPOSED STORM SEWER PROP. 24 "ADS �, contractor must maintain this access for the duration of the project. any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Budge Specifications Certified copies of all test reports shall be submitted to VDOT daily, unless specified Proposed Handicap Spaces 1 Sign Data PROPOSED SANITARY SEWER S S S 6. The contractor MY be respon ,,Ne for adequate and positive drainage of this site. otherwise, Sign Area Allowed 100 sf PROPOSED TELEPHONE T T T 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. VI S. VDOT Standard CD and UD underdi Bins shall be installed where indicated on these plans and/or as specified b VDOT. p p Y Sign Area Proposed 10'0 sf PROPOSED ELECTRIC 8. All construction will be done folowing the laws and guidelines set forth by OSHA and VOSH. Sign Height Allowed 35 feet PROPOSED GAS LINE 9. The 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 the responsibility of the developer. Sign Height Proposed 15 feet PROPOSED WATER LINE 10. The developer is responsible for the relocation of any utilities required by this site plan. V17. Prior to VDOT acce Lance of an streets all required street si na a and/or avement markings shall be installed b the developer or, at p y q g g p g y p VDOT"s discretion, by VDOT on an account receivable basis following the Manua/ On Uniform Traffic Control Devices. Contact Numbers $ P � � o v E -, um PROPOSED WATER METER 01 11. A// Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. w PROPOSED FIRE HYDRANT PROP. FH 12, All controlled fill must be compacted to a minimum of 95% 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 startof construction. Copies of all Surveying & Engineering Firm: a AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a Invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to GreyWolfe, Inc. (540) 667-2001 a professional soils engineer. A geotechnical report supersedes this note if provided acceptance of that work. Unit and total prices may be obscured. Contractor. COMMON LABELS & FEATURES V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using Kee - Daniel McKee (540) 974-7312 Zoning Enforcement: 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-1 a A certified compaction Department of Planning (540) 665-5651 w o� o PROPERTY LINE OF PROJECT locations and not all utilities may be shown, y technician shall erform these tests. Certified copies of test reports shall be submitted to VDOT doll unless specified otherwise. In addition p p p y, p to depths, VDOT be be Site Inspections. ¢ o � 2 o e checking stone a representative shall notified and given the opportunity to present during the construction and 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. Department of Inspections (540) 665-5650 Erosion and Sediment Control: EASEMENT LINE 15. An approved set of site plans must be on -site during the construction process. pp p g p V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be Department of Public Works (540) 665-5643 Sanitary Sewer and Water. PROPERTY CORNER FOUND O 16. The contractor will notify all utility companies prior to excavation within easements. determined using the density control strip as specified in 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 Fred. Co. Sanitation Authority (540) 869-1061 Te%phone: Verizon (301) 954-6282 PARKING SPACE TOTALS 12 1 Z The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days. notified and given the opportunity to be present during the construction and testing of the control strip. Electric. Alleghany Power (800) 654-3317 ADA HANDICAP PARKING STALL L Gas. Shenandoah Gas Co. (540) 869-1111 MISS UTILITY.- 1-800-552-7001 f n 9 � 1 SIGNS - DEPARTMENT OF INSPECTION GENERAL NOTES V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six 36 inches and larger shall be explored below the bottom ( ) g p of the excavation to determine the type and condition of the foundation. The contractor shall report Andings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Zoning Genera/ Notes A SANITARY MANHOLE IDENTIFIER O 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Busluess) and the International Bullding Code/2000. Other Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall Zt p� 1 STORM DRAIN STRUCTURE IDENTIFIER ❑ codes that apply are CABO A117.1-98 Accessibility and the Usable Building & Facilities. 2. The requirements in BOCA mandate either a fire wall (Section 707) or a fire suppressanarea ion system if height d limitations are exceeded for the be determined by the engineer and approved by VDOT. C, {� Q Maximum Environmental Existing Disturbance Proposed Environmental 1. Exterior lighting will be provided by wall -pack lights attached to the building & lightpoles. type of construction under Table 507 of BOLA. Q M LIGHT POLES - - 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits. Plans must show all in ress/egress locations to the exterior er CAB0117.1-92 and meet requirements of Chapter 17 of BOCA. Approval of this plan shall expire three (3) years from the date of the approval letter. Features Acreage Allowed Disturbance Flood Jain 0 acres 0% 0% p 2. All lights will be shielded or directed to prevent glare on neighboring properties. Q q4 9 p ° q p 4. Maximum slope across handicap stalls shall not exceed 2/0. All required egress doors shall be accessible to a min. exterior area for assisted V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT, 3. Outdoor trash receptacles will be in an enclosed six (6) foot W �tIS parking rescue, section 1003.1.13.71BC. Note fire ratings around this door if this section is utlized. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Lakes & Ponds 0 acres 0% 0961 fence. �j Q LOCATION OF TEST PITS 5, The 2000 International Building Code must be utilized for building design. Final approval of guardrail layout to be given by VDOT after grading is mostly complete. Wetlands > IAC D acres 0 % 0 % o o Sinkholes 0 acres 0% 0 /o 4, This project will not disturb an e p J y environmental features as defined by the Frederick County Zoning Ordinance. q � LU ® W it Natural S. W. 0 acres 10% 0% 5. The owner will be responsible for obtaining or granting W OO � FIRE SHA GENERAL T TRIP GENERATION DATA Retention Areas easements shown on this plan. CX � ® EROSION &SEDIMENT CONTROL FEATURES 0 0 ° Steep Slopes >50 /0 0 acres 25 /0 0 /o 6. Easements will be recorded and copies sent to the parties Involved, O W �. V Z v ti 1. An inspection by the Fire Marshall ; office will determine where curbing must be INLET PROTECTION Ip O painted yellow. 2. "No Parking - Fire Lane"signs will be placed on the site by the Fire Marshall's direction. Woodlands 0 acres 25016 0% 7. All utilities that will service this site must be placed �.. `� Q 1TE AM PEAK HOUR PM PEAK HOUR �I_N 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall.�O underground. W W CODE ITE USE AREA IN OUT TOTAL OUT TOTAL ADT �y LZ OUTLET PROTECTION ®Op 4. Burning brush piles of natural vegetation requires a permit, Burning construction debris is prohibited. I� .�c e � 5. Emergency vehicle access must be provided at all times Fire hydrants will be always be left unobstructed. 710 GENERAL OfFICE 7,000 sf 9.5 1.3 10.8 1.8 8.7 10.5 77.1 - APPROVALS S%' ri` 1 0 CHECKDAM ®CD c RESPONSIBLE LAND DISTURBER Hours of operation 8 AM to 5 PM _ .� - �� ✓� DIVERSION DIKEloopDD DATA TAKEN FROM THELT.E. MANUAL 7th EDITION Frederick County Zoning Administrator Date (1r� SILT FENCE W/ WIRE SUPPORT iyF NAME.'aL4 f ` Final Site Plan Approved by Frederick County Planning Department Reviewer Date , A L NDSCAP NG N TES j SILT FENCE W/O WIRE SUPPORT SF CERTIFICATION #; .J 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. _ SEDIMENT TRAP ST 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. 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: MARCH 17, 2006 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. 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. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a SCALE: n/a CONSTRUCTION ENTRANCE CE 2. Note: An on -site re -construction meeting is required with the Owner Site Contractor, Public Works, & Designer prior to commencing an p g q g p g y 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. 0181 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 lane/ Disturbance Permit prior to any site work or construction. SHEET 1 OF 4 RI-1 30" x 30" 1 R1_3 R1-s 2B4 Stop Sign (1111-1) 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 x ?a inch size may be used. .•kt a multiway stop intersectior. +se:: 23-�, . ;urnlementary plate (RI-3) should be mounted Just below each STOP sign. If the number of approach legs to the intersection is three jr more, the numeral on the supplementary plate shall :urrespond to the actual number of legs, or the legend ALL -WAX (RI-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 (RI-3) or 18 x 6 inches (RI-1), A STOP sigr. 'beacon or beacons may be wse' .onjunction with a STOP sigr a, described in section 4E-4. Secondary messages shall not be used on STOP sign faces. ROADSIDE SIGN � AI RURAL DISTRICT i 1 - T - ROAD z a M!NOP �ROSSRO,—._ LANDSCAPING DA TA Parking Lot Data Trees Requirement Calculation Per Stalls 1 per 10 Stalls 18110 = 2 Per Impervious Area 1 per 2, 000 sf 15,14412, 000 = 8 10 Green Area in Lot 596 of 9,144 =1 86819,144 = 457 sf 1 10% provided All plantings will conform with Section 165-36B of the Frederick County Zoning Ordinance, Planting Selection, Planting Procedure, and Maintenance. Trees jfJ f 6r rf 54-(A)-97F KIMBERL Y G. HENRY DB 671, PG 710 ZONED: B-2 USE: VACANT I 1 w 0 iq -` 54-(A)-97F KIMBERL Y G. HENRY DB 671, PG 7L0---' Zo�D.--5-2 USE: VACANT 54-(A)-97H BOWMAN & BOW, ON OB 680, PG 564 ZONED: B-2 USE: BUSINESS o . 52 i0'54 " E 224. 91 ' g8 EXIST, RED 24INGRESS-4 - -� r F '88J 891 . 1 ' `ti SEE SITE PLAN FOR KEE CONSTRUCTION SERVICES, LLC J12-06 FOR THIS SITE LAYOUT R&,l STMENTS INI� z 10500087N BONED: 6-2 - _. USE.- VACANT � �- , � { � VDOT ENTRANCE NO TES.• ' I , t 1. INSTALL ENTRANCE PER CG-11 SPECIFICATIONS. 2. INSTALL CO-12 RAMPS IF LOCATED AND REQUIRED BY VDOT FIELD INSPECTOR. J. CURB AND GUTTER FORMS MUST BE�CHECKED BY VDOT FIELD INSPECTOR PRIOR TO POURING CONCRETE FOR GRADE` f + Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height RB Redbud Cercis Canadensis 2" Caliper 20'-30' Ye!%w 3 s <. DW Kousa Dogwood Cornus Kousa 2" Caliper 25' + Purple 14 RO Red Oak Quercus Rubra 2" Caliper 50'-75' Brown 'l 3 LC Leyland Cypress Cuparisoc ressyp Leylandii 4 tall 35 -45 Green i 121 17) �Controcto� 6l4 relocote FH I1 to FCSA } I requirements 2. fc� f \ N, ' N N94-4 7 I it 7NV=67:0 � �� N , I Ex BLDG tF=681.25' � s1 � •J 1 ,t_�'�"""„ l I � l �i 1 1 FURLONGS SI$ET META( ifi, .i 44 ff 4 1 54-(a)-97K LANDON W. FURLONG 08777. PG 1870 ZONED, 8 2 1 I 4 t USE OUSWESS I& % I s t- - ! _- 1 1 i i ram, fJ 1' .y , 33' lij i I � N z i } I ~ 1 i I / ' i r i i 1 f � � 1 i 1 54d-(4)-3-33 1 LORI LINTON J020018036 ZONED: RP USE., RESIDENTIAL. I ! ! I i 1 1 1 Oq 54d-(4)-3-32 { JOSS MA ROUEZ ! J050026897 i z c:: ZONED: RP o USE- RESIDENTIAL i tr1 O z #M { i� _ — 54J-(4)-3-31 } { # o SARA ROMERO 106000678,3 1 ZONED: RP } 0 1 USE: RESIDENTIAL � 1 ! � 1 rt F 1 � r_ 1 � l 3 I � 20' 0' 20' �A GRAPHIC SCALEi }o 1� CO) LC 0 M Ln C EN O O o 0 fo � C � o o N O i� ti 'a O O fo to w U z O LU 'wn V Q Fy Q w z W > Z LU CL aw a C DATE: MARCH 15, 2006 SCALE: 1" = 20' FILE NO. 0181 SHEET 2 OF 4 TREAT WOODEN PANELS WITH WATER SEALANT. TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL. INSTALL ON 4'X4'X8' TREATED POSTS SET 3' DEEP. FENCE DETAIL N. T. S. 2 INSTALL GATES ONTO 6'X6" POSTS INSTALL OPAQUE FENCE AROUND THE REST OF THE DUMPSTER TO PROVIDE SCREENING TREAT WOODEN PANEL GATES WITH WATER SEALANT. DUMPSTER GATE DETAIL N. T S. Prune out any dead or broken brooches, remove / all tags, labels, strings, wires, etc. from plan. 2-3" mulch Set top of root all 3" Saucer 3 equal to or 1-2" ,i above grade. Remove container; use fr •y, t•.:."<' sharp blade to make t`:{:•'• S'-''a -- four 1/4 -f cuts the •.`�:: ;,'�1..�' length of ball and cut o 114" X on bottom of ;.t' .. 1> 1S + ;, y. ball; loosen compacted roots. CONTAINER GROWN SHRUB Prune out any dead i•"` nr hrnkAn branches, all togs, labels, wires, etc. from R7-8 HANDICAP PARKING Sl (12" x 18 11 RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED \ VAN ACCESSIBLE PENALTY $100-500 TOW -AWAY ZONE MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES REQUIRED EFFEC77VE JULY 1, 1998 a PARKING SURFACE CONCRETE WHEEL STOP (iF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) 3' MIN. 12:1 12:1 3' MIN. N CG-6 CG-6 RZVIZA,A NOTES: " " 1. H/C SPACES MAY NOT EXCEED A 2 o SLOPE. 2. RAMP BUILT TO VDOT G-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. Prune codominant Prune rubbing or cross branches Remove togs and labels Cut away off bolting ropes Remove top of wire basket DO NOT prune terminal leader or branch tips Prune narrow crotch angles & water spouts Prune broken branches Prune suckers 2"-3" mulch kept laway from trunk Soil well to .-contain water I' mulch Set top of root boll-�..., to 1-2" ) Backfill soil equal or above grade. '^' ...• ; . Partially backfill, r �� water to settle Widen and score --- - - soil, finish holes in wall l backfilling 9 rope & burlap 7 oot ball. .. Area for water Remove container and cut drainage (Pipe circling roots if or the could container -grown, or as be installed) Dig hole 2-3 times width of root ball. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) 4" OF 3000 PSI CONCRETE W/ FIBER 4" OF 21-8 COMPACTED TO 95Z DENSITY \/ SUBGRADE FREE OF ORGANICS & COMPACTED TO 957. DENSITY TYPICAL SIDEWALK SECTION 8" OF 3000 PSI CONCRETE W/ WOVEN WiRE REINFORCEMENT 6 8" OF 21-B COMPACTED TO 959 DENSITY r\/ SUBGRADE FREE OF ORGANICS Y & COMPACTED TO 95% DENSITY TYPICAL DUMPSTER SECTION much budop os possible it Leave 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) 2" OF SM-2A 8" OF 21-B COMPACTED TO 957. DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 9510.1 DENSITY TYPICAL PAVEMENT SECTION DIRECTLY UNDER THE PARKING SPACES 1, 5 " OF SM-2A 3" OF BM-2 8" OF 21-B COMPACTED TO 957. DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL PAVEMENT SECTION UNDER ENTRANCE, DRIVE AISLES, AND LOADING AREAS STONE CONSTRUCTION ENTRANCE L- VDOT MI I ~� POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN A N VIEW SECTION A -A RE1..r urt cu u .crtc . c "RHl Y JI NLL SECTION B-B EXISTING PAVEMENT 5:1 EXISTING PAVEMENT 10' MIN. 2-10 ACRES OF DRAINAGE AREA: 6" VDOT Ott �.C.ecc •nnornaTc I.LMJJ 1 rvrrwr BERM EROSION & SEDIMENT CONTROL STANDARDS 1, Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade /s 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, 1. 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 outfall 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 stabilizatlon 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 fil/ 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 mr a than 500 linear fleet of trench may be opened at one time, b. Excamted material shall be placed on the uphill side of trenches. c. Efflued from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner ti'at does not adversely affect flowing streams or off -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.All 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: SPACING BETWEEN CHECK DAMS L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION Lighting Genera! Notes: 1. Proposed Lights for this project are Hubbell RCSA-400ST (400 Watt) Lights or equivalent, 2. Lighting must be installed so as not to produce glare onto neighbors and roadway, EROSION & SEDIMENT CONTROL NARRATIVE Profect Descriotion This site is located on the east side of Baker Lane (Route 1200) in Frederick County, The purpose of this development is clear the site, route stormwater to the drainage easement to the rear, and level the lots for future development, Existing Site Conditions The site contains 0,631 acres that is comprised of fill material and is predominately level. A storm sewer receives the runoff from surrounding areas and drains to an existing 30' drainage easement through Lot 32 & 33 Adjacent Parcels The adjacent parcels are business uses. Soils The soils types determined from the USDA s "Soils Survey of Frederick County, VA shows Clearbrook channery silt loams classified as #98, This soil is predominately a light brown shale and offers slight' erosion hazards, However, the vast majority of the site is fill material consisting of shale, crushed limestone, and clay. Erosion Control Program • Install construction entrance with wash rack . Install wire supported silt fence • Install storm sewer with inlet 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 minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations, E5-1, The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land 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 all times. ES-5. Prior to commencing 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 r w n approval b h plan approving erosioncontrol Into the owner for revue and o a the supplementary eras o plan pp y p pp g 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 dewatering operations, water will be pumped into an approved filtering device. ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. Frederick County Note: will the right to add to or modify The Public Works and Engineering Departmentl retain a g these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. Seeding Schedule (per section 3.32 of VESH) 1.) Topsoil will be spread at a minimum depth of4`: 2,) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4,) Seed mix will consist of 75961 Kentucky 31 Tall Fescue, 109yo Annual Rye, 10% Foxtall 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 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre, y cn o LC do 75 ko C w Ln a)U 0 "tIt .a o C 00 31 .� to N U o N ro C � c O CrI LU w u z w w Q M Q j w z LU> z C nw. a Ce� DATE: MARCH 15, 2006 SCALE: n/a FILE NO. 0181 SHEET 3 OF 4 SOURCE: VA. DSWC PLATE. 3.20-1 SOURCE: VA. DSWC PLATE. 3.20-2 general backl ll CONCRETE CRADLE STANDARD 4' select acifil O.D. CONCRETE ENCASEMENT TRENCH & BEDDING -1- 6' dla. schedule 40 steel pipe filled with concrete and painted finished grade 18' dla 9 24' select 61 All backfJll to be compacted to 95% of ASTM D698 maximum density. 6' CONCRETE ARCH 4' select adcNl I L�� Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on ttts large side of the reducer shall be restrained, RESTRAINED LENGTH OF PIPE (Ft) SMALL SiDE LARGE SIDE JOINT PVC DIP JOINT 6' 8' 10" 12' 6" 8' to' 12' 6" -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 10 10" -- -- -- 40 -- -- -- 20 REDUCER 4' select ac"ll L IF� JJr::::J ? O.D. L r- I + L In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6" 8" t0' 12' 6" 8" 10" 12" 60 60 80 100 40 1 40 1 60 60 SEP 06 T Z I `^`"` 3 1' 8' BOLLARD DETAIL I- Lr �-Lr In addition to restraining each joint of the tee, (1) any Joint 9 that fails within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A wye shall be restrained per a tee's Lr and a 45° bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DiP r X b Lr lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ff) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DiP DEGREE 6' 8' 10' 12' 6- 8" to' 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 10 20 20 20 20 20 20 20 i1.25 20 20 20 20 20 10 20 20 VALVE, DEAD END (PLUQ, FIRE HYDRANT) HORIZONTAL BEND RESTRAINED JOINTS 1 OF 3 RESTRAINED JOINTS 2 OF 3 -2- SEP 05 -3- SEP 05 SDR W SDR 35 spigot R spigot by by SDR 21 gasketod bell gasketed boil 45*bend adapter T ntnlmum-� finished SDR 21 gee SDR 35 B' x 4' gasketed pipe SCH 40 gasketed bell and fittingsSolvent concrete skid pad Wye 1Q• -"�-r^ 18' oils. x 8' deep `.. weld - 4• stone cap property Panella Model PA4SV-CSK (41 Valvco, Inc. Ilse repo cast Iron cleanout cap with i rdshed ��y �� Fig. No. brew plug having a grade 18' vpv 771 BIB countersunk square head id marked SDR 21- clearrW pipe bottom won J of box ocatlorl mark 36'4 brick base min, or sewer main SDR 21 wye�` `, • "UDR 21 45' as° SDR 21 ;ry bend treated 2'x 4' .. ., ..;,;-.. =a'�;� _ ......... .... 4"pipe at top green painted 8'startobeddirig 2,OD% minimum grade SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS SEWER CLEANOUT -17- SEP 05 -19- SEP 05 LNSERTABI: E §HEET A59 Cc- n Cc-)2 P£RMISSIBLEE A CONSTRUCEION M5 DOWELS, 8' LONG JOINT Q 12" C-C 4 v� MN. � m iv 6� TRUNCATED DOMES SEE SHEET 1 OF 4. FOR, DETAILS A TYPICAL DESIGN BACK OF CURB 12'1 MAX, . 481MAX,. 20. t t SECTION A --A f•e-z• MN -..I PERMISSIBLE JOINT TRUCT(ON .SECTION g-S . IvOTE� FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE SEE st+EEr 1oF 4: T ALTERATIONS A 4'SOUARE LANOWC AREA OUTSIDE OF X TRAVELWAY SHALL Y BE PROviDEO WITHIN THE AREA. C� �o U CROSSWALK IX C ROSSWA K TYPICAL PLACEMENT OSSWAL�K TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK- (WITH BUFFER STRIP) TIWS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (46" WIDE)REQUIRED AT TOP OF CuR8 RAMP. wagmUM CURB RAMP LENGTH 9 FEET FOR. NEW CON51RUCTION,6FEET FOR ALTERATIONS. CG-12 DETECTABLE WARNING' SURFACE REffIdHCf 105 TYPE A (PERPENDICULAR) APPLICATION 502 YIRGI•i(A DEPARTMENT OF TRANSPOMATION Y I xx STREET APPROACH SAME # A -1 SURFACING AS MAINLINE (RADIUS TO BE AS W ROADWAY SHOWN ON PLANS) I ,aT, C C (RADIUS TO BE AS RADIAL OMBINATI N SHOWN ON PLANS) 4^ B % CURB AND GUTTER / (ST'D. CC-6) ""T - - --`" CLASS A3 e. s. • e. -'s. 7,• SIDEWALK. I ® x (H.E.S,) ► • • e. • b, • *• �• -- 6• �! OPTIONAL 6., CONCRETE ••e-? I FLOW LINE ! EXPANSION JOINT I EXPANSION JOINT a SECTION C-C -__ NOTE: WIDTH "13- 2'-0' OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A �-•J PLAN VIEW t'`!� CONSTRUCT GRADE CHANGES. WITH A PARABOLIC CURVE. WHEN THE ENTRANCE RADIICANNOT ACCOMMODAEE THE TURNING REC"REMENTS OF ANTICIPATED HEAVY 10' PARABOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB a MAX. ._.---- EDGE OF SHOULDER tYft O RAVES WITHIN THE LIMITS OF THE RADISHOULD BE INCREASED TO 7", OPTIONAL FLOW LINE - LOP CHANCE D - WHEN ST'D. CC -II IS USED FOR ENTRANCES BUILT MAINLINE ROADWAY -' -' - - '- '•--- - --- - - •---• - IN CONJUNCTION WITH VOOT PROJECTS, PLEASE 8 X MAX. D NOTE THE FOLLOWING; SLOPE CHANGE -' 5' MIN,. h0'MIN.FOR STREET --� D XX MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBCRAOf STABILIZATION REQUIRED FOR MAINLINE O'DESIRABLE FOR COMMERCI PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) - SECTION A - A / RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE D rum BEYONAND DTHER/TER WLLIINEE EXNOT CEPT FOR -CONSTRUCTED REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM CG-3 OR CG-7,THE CURB FACE ON THIS STANDARD i5 TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION,. HIGH (MORE THAN 1500 VPD) 0 % 3 % MEDIUM (500-1500 VPD) 51 X B % SEE STANOARO CG-)Z FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. LOW (LESS THAN 500 VPD) 5 6% 1 8 % )jam' PLANS- ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE 15 REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL rLOWLNE MAY REWIRE wARPNG OF A PORTION OF GUTTER TO PRECLUDE PONONG OF WATER, SPECIFICATION METHOD OF TREATMENT- REFERENCE CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REY.7/Ol VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 finished DOWN BEND DEPTH 4 FT. MIN. Ld DOWN BEND RESTRAINED LENGRI UP BEND DEPTH Vertical offsets contain down and up bends. !` On down bends, one joint faces horizontal and the / other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any UP BEND RESTRAINED LENGTH Joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. RAIN. 5-12 FT. 4 FT. MIN. 5-12 FT. SIZE/iYPE DEGREE OF BtJJOS Ld (DOWN) Lu (UP) SIZE/T)PE DEGREE OF Ld (DOWN) Lu (UP) 6' P4C/DEW 45, 22.5 h 11.25 20 20 f0" PVC 22.5 k 11.25 20 20 8' PVC 45 40 20 10' Dip 45, 22.5 dr 11.25 20 20 8" PVC 22.5 d: 11.25 20 20 12" PVC/DiP 45 40 20 8' W 45, 22.5 do 11.25 20 20 12' PVC 22.5 dr 11.25 20 20 10- PVC 45 40 20 12' DP 225 d 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS 3 OF 3 -4- SEP 05 TURN LANE PROFILE METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8' x 314' or 3/4' 18 in. Dia. Non -Traffic 74M32CRG Traffic A32HH-T 1' 24 in. Dia Pon -Trait MC•30 rams WITH RML-1-T (T LID Traffic MC3Q rams WITH RML-12-T (Top Lid Opposite Sloe 12 gauge Insulated copper wire for line tracing, taped at 10 foot Intervals meter box finished and cover rate 9 eidewalk--+- - 5It treated 2 x 4' with top 8' painted blue 24'- - 1 ' oN \ .. meter by hished 3'stone 1B'-21• \ F. .S.A. grade surrounding box 38 1' CTS polyethylene iat all connections saddle ..8" min: in. with Corp ::;:... . ..... 6. ............... . Same Side 1coupling (PJ X FIP) C14-44 With SS insert and MIP plastic plug COPPERSETTER meter size Opposite Side Same Skis 5/6'x 3/4' VSHC72-18WD-44-44-B4 VBHC-82-1QWD 4444 64 3/4' VBHC72-1BWD-44-44-54 VBHC82-18WD-44-44-B4 1' VBHC74.16WD-44-43-B4 - N/A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to Installation. 2, Water service crossing street: a) Encase In 3' diameter SCF140 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewapc. b) Install 12 gauge Insulated copper wire (for line tracing) from Corp, stop o 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 bell valve). 5/80 x 3/4", 3/4' AND 1N METER INSTALLATION -7- SEP 05 concrete pad, V-V dia. x W deep finished grade 4" stone-� screw type adjustable valve 48' min. box location marker stone -valve Joint restrai restrained to main LL-stone 18' to 24' 8'x 8'x 18 solid bock (for valves 12' and larger) Note: this detail is also used for butterfly valves ENTRANCE PROFILE Lo L0 W � ni O� QZ Io �� N LJ w� N� Q04� cfl W W(J LJ N� m I� o � o I, 14.75 ' 72 " OF 218 --� �-- 6.0 1 7.5 11 2'- 7"(CG-6) 77.75 1'Ef•I NO PROJECTION OF PIPE AB01�:� GRfj.UIVO LINE TOP OF FILL:TOP DF F3 L TOP OF FILL-%. ORDUrJO t.&V N OROIIND LINE H AROUND LAVE H E - - "- -� rrrrr rrrr rrrr rr.� rrrrr .vr� rrrr rr I � r . 0�12" ,% rrr EARTH K OR 0+12" rr UNYIELDING D+12" - EARTH d ' d. LI Soil d. 1. ,. D/2 Of2. D/2 BEDDING _ IT b1ATER.I/L b Mgt 111D D { II 9EDONIt:.- -�! X Fes- 0 K MATERIAL MINI. 1I10 D REDOING 1 PER XD X MATERIAL 1 OF H M9N:1110 D- _ X D -�1 %' MIN•»" MA1t, 2�•" . FOUNDATION SDFT','YIELDIND, OR NORMAL EARTH FOUNDATION ROCK FOUNDAMON OTHERWISE UNSUITABLE MATERIAL PROJECTJON ABOVE GROUND."LINE; 4.PIE r MIN. 1.5 K Dr MIN. 1.5 x Q. _ f MIN .1.5 x D MIN.1.5 MIN: 1.1) ■ D - _ I _ MIN T(S x TOP :tF. TDP AF.FCL Flu TOP OF FILL -A.'. H_ N _ H� �`- rrrrrrs rrr✓r'r f�� _ T ^ rrr rr rrr r rr rr ,rrrrr _ � rrrrrr.rrrrr ,...rrrr, (rrrrr - rrrrrrrrrririi rirrrrrrrrrrrr - rrrrrrrrrirri rirrrrrrrrrrr - '- rrrrirrrrsw :: rrrrrrrrrr D`4x" _ rrirrrrri - GROUNQ D�i2°.-1r rr/rrr GROlJ146 .r'rrrrrrr �rrrrrrr. rrrrrrrrrr ND LINE. - rrrrrr _ d .... rrrrrr u"5 d ^ GH D12- (� EARTH _ - I I_R' ROCK ON L+ MIN. Im A BEUD1l0 MATERIAL UNYIELDING M111,.1l1f1 D AIL � MIN.: k1: ,.: � p K .. BEOOING, . EARTH:: : aEDOtNG VIi' PER MATERIAL MATERUiL: NORMAL. EAf2TFi FOUNDATION. r' of H rotN a", ROGEE fl7Ul�D?ATIgiV D. FOUNDATION SOFT,..YIELDING, OR OTHERWISE UNSUITABLE MATERIAL BE ODMfG MATERAL Ml.'M.00)iDMICE WITH SPCA AT 21�OF THE: ROAR AND BRIDGE CI r REGULAR BACKFILL MATERIAL IWAGGORPMCE, G+%w:c7 WITH SECTION 3D2 Qi THE ROAQ WII BRIDGE SPECFICA7KM. CLASS -E OACKFILC MIATERIAL 1N ACCOF(ONVCE MTH SECTION 302 OF THE ROAD MC BRIDGE SPECIFIGIITIONS, ® EMi�ANKMEN1' IIIOTI=: FOR PLASTIC PIPE, THE LIMITS OF THE q-M IBACKFLL MATERIAL SHALL: 13E EICi' NDI.W TO 12'i A$DYI 'THE TQP OF,:TN,E PiPE.' SHEET I QR 4 'REr 1NS:TALL.ATION Of PIPE CULVERTS AND STORM SEW. GL I, L.AR ; LPE BEDQ. AND ' BA ° KF IL - M 11, l; . R P.... iNr'7.. i- ETH.ID A �D2 .. .... PE£V.1X04 3D3 VIROtkk.DEPARTMENT' OF TA"PORTAT[ON 107:Of GATE VALVE -9- O 4„ C ("Z, O t0 L6 AD C U o 0 - O (Q � M Co C o � N U > > O C en U AJ�-I�sU 1N,IYA LU cm u yy � ON OL i1 k .-4 Vf o2-1 SEP 05 del PC,Q CG-6 II NOTES) 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI F PRECAST. 3- COMBINATION CURB & CUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COh�NAT10N CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAY ER, THE BOTTCMI OF THE CURB AND GUTTERL� BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5.THIS CURB MAY BE USED WHEN DESIGN SPEED E 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR L 4" .I 2" R LESS IN DEVELOPED URBAN & SUBtRiBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. a n 1•�1 P a D D p D D P P P P 711 • P Q Q Q Q • P P P Q ' P • P P D P P P D A D P P P D ~J ------~ J THE BOTTOM OF THE CURB AND CUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A MrJMWM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE COIJTRACTOR SPECIFICATION REFERENCE COMBINATION 6'' CURB GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION V) �w w� LQ J � (n� V o� W JS W Qo � rJ w �o v A �Y QW cc (6 w o V 2 �M J -J Ln W 2 Z O L LI (1(`^'I V7 a W u LLI CL W LY Q 0 O O t0 DATE: MARCH 15, 2006 SCALE: n/a FILE NO. 0181 SHEET 4 OF 4 201.03 EXISTING FEATURES EXISTING EDGE OF PAVEMENT __.__. _ __._. _. ___._ ,,E.X EP EXISTING EDGE OF GRAVEL _.____._.___ . ____. EX EG EXISTING CURB AND GUTTER EX CC-6 EX. INTERMEDIATE CONTOUR 8 EXISTING INDEX CONTOUR .50 EXISTING SPOT ELEVATION , 0, 0' EXISTING TELEPHONE LINE --__-. ; _.:_ _-.____ r ------ _-._- EXISTING SANITARY SEWER EXISTING ELECTRIC SERVICE -... EXISTING GAS LINE ____.__ EX. 15 " RCP EXISTING STORM SEWER _ EXISTING FENCE LINE _._..._-_-_ EXISTING DITCH LINE - - EXISTING WATERLINE W/ TEEw- EXISTING FIRE HYDRANT EX. FH EXISTING WATER VALVE -~ -W W EXISTING REDUCER W- W 4 EXISTING TREE DRIP LINE PROPOSED FEATURES PROPOSED EDGE OF PAVEMENT PROP EP PROPOSED EDGE OF GRAVEL PROP EG PROP. CURB & GUTTER PROP CG-6 PROP. REVERSE CURB & GUTTER PROP CG-6R PROPOSED CONTOUR 50 PROPOSED SPOT ELEVATION +50M PROPOSED STORM SEWER PROP. 24 "' ADS T, PROPOSED SANITARY SEWER S S S PROPOSED TELEPHONE T T T PROPOSED ELECTRIC PROPOSED GAS LINE PROPOSED WATER LINE PROPOSED WATER METER PROPOSED FIRE HYDRANT t:& PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES EASEMENT LINE PROPERTY CORNER FOUND O PARKING SPACE TOTALS 12 ADA HANDICAP PARKING STALL b, SIGNS -v- SANITARY MANHOLE IDENTIFIER Q STORM DRAIN STRUCTURE IDENTIFIER ❑� LIGHT POLES LOCATION OF TEST PITS EROSION & SEDIMENT CONTROL FEATURES INLET PROTECTION ® /p OUTLET PROTEC77ON ®Op CHECKDAM CD DIVERSION DIKE SILT FENCE W/ WIRE SUPPORT SILT FENCE W/O WIRE SUPPORT DD WF SF SEDIMENT TRAP ST CONSTRUCTION ENTRANCE FCSA CONSTRUCTION Rev. Mar 2006 1, The Auth rity sWater and SewerStandards and Specifications are available at www.fcsa-watersom 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for Inspection by, the Authority, 5. The contractor shall tie-in a new sewer line to existing to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The contractor must: 1, make application and pay deposit 2, mark the tap location. 3, coordinate installation with the engineering -assistant, 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 department shall furnish and install all water meter through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly Installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must properly aligned with the coppersetter. b) The frame and cover shall be set to final grade, 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. 9, For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin, c) The Authorityshall furnish and install 518 "/ 314 ; and 1 " water services, d) for all 1 112 "and 2" water services, the Authorityshall make the tap and bring the piping to the property line. The contractor shall fumish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. la 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 or 1013. 11, AU fire lines shall have a backflow prevention assembly (detector double check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12, FCSA to review the mechanical plan(s) for design and material approval of, 1) the domestic water meter and Its backflow prevention device, and/or 2) the fire service line's backflow prevention device. GENERAL NOTES 1. Permits must be issued from VDOT prior to any construction in a public right-of-way. 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way, 3. The contractor will remove a// mud and debris from the public right of way that is left by vehicles entering and leaving the site, 4. Any damage to neighboring properties Including county roads and sidewalks, caused by the development of this site will be the responsibility of the developer. All damage must be repaired to original conditions 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3.02. The contractor must maintain this access for the duration of the project. 6, The contractor will be responsible for adequate and positive drainage of this site. 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. 8. All 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 10. The developer is responsible for the relocation of any utilities required by this site plan. 11, Ail Erosion and Sediment Control devices shown on this site plan shall be Installed prior to construction, 12. All controlled fill must be compacted to a minimum of 95961 density following Method A' of the Standard Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable, Any fill placed under buildings, structures, or pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes this note if provided. 13, The contractor is responsible for contacting MISS UTILI7(pnor to any site work. All utilities shown on this plan are approximate locations and not all utilities may be shown. 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. 16. The contractor will notify all utility companies prior to excavation within easements. 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days. DEPARTMENT OF INSPECTION 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) and the International Building Code/2000, Other codes that apply are CABO All Z 1-98 Accessibility and the Usable Building & Facilities. 2. The requirements in BOCA mandate either a fire wall (Section 707) or a fire suppression system if height and area limitations are exceeded for the type of construction under Table 507 of BOCA. 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits Plans must show all ingress/egress locations to the exterior per C480117.1-92 and meet requirements of Chapter 17 of BOCA, 4. Maximum slope across handicap parking stalls shall not exceed 20/n, All required egress doors shall be accessible to a min. exterior area for assisted rescue, section 1003.2.13.71BC, Note fire ratings around this door if this section is utiized, 5, The 2000 International Building Code must be utilized for building design. FIRE LL GENERAL 1, An inspection by the Fire Marshall`s office will determine where curbing must be painted yellow. 2, "No Parking - Fire Lane" signs will be placed on the site by the Fire MarshaMF direction, 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall, 4. Burning brush plies 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. �l ►ul�i 1. The Respons/ble Land Disturber is that party responsible for carrying out the land d/sturb/ng activity as set forth In the plans. Public Works ,& Designer prior to commencing an 2, Note: An on site pre construction meeting is required with the Owner, Site Contractor, g p g y site work, 3. The contractor will possess a land Disturbance Permit prior to any site work or construction. V1. All work on this project shall conform to the current editions and latest revisions to the Virrnia Department ment of Transportation n VDOT) Road and Bridge Specifications and Standards, the VirgInla Erosion and Sed/ment Control Regulations, and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern, V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules & Regulations. 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 control flaggers must be certified in accordance with Section 104, 04(c) of 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, controllers, etc,, owned by VDOT or private / public utility companies It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity, VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic 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. 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, V7; If required by the local VDOT Residency Office, 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. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetemimed length of time. VDOT requires 48 hours advance notice prior to any required or requested inspection, 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. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) In Erosion and Sediment 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. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction, 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 possible shall be installed under roadway drainage facilities at conflict points, V12. Any unusual subsurface conditions (eg., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be Immediately brought to the attention of the engineer and VDOT, Work shall cease In that vicinity until an adequate design can be determined by the engineer and approved by VDOT, V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill, Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location, 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 VDOTand that testing shall be performed in accordance with all applicable VDOTstandards and procedures, V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 951yo of theoretical maximum densityas determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way, At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications Certified copies of all test reports shall be submitted to VDOT daily, unless specified otherwise, V15 VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT, V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer, V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices, V18. The developer must provide to the VDOT Residency Office a list of all material sources prior to the startof construction. Copies of all Invoices for materials utli/zed within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader, Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10, A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition 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. 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 in Section 315 and VTM-76. A certified compaction technician shall perform these tests, Certified copies of the test reports shall be submitted to VDOT da//y, unless specified otherwise, A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip, 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 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, V22. Approval of this plan shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT, V24. VDOT Standard Guardrall shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of guardrail layout to be given by VDOT after grading is mostly complete, ITE EEAKHOUR PM PEAK HOURCODE ITE USE AREA OUT I TOTAL I IN I OUT I TOTAL ADT 77 710 GENERAL OFFICE 7,000 sf 19,5 11.3 1 10,8 1,8 8.7 10.5 77.1 Hours of operation 8 AM to 5 PM DATA TAKEN FROM THE I, TE, MANUAL 7th EDITION �4, I. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings, Landscaper must stake and guy all trees Stake locations must avoid utilities; 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. The planter shall guarantee all plants for one year, 3. Landscaper shall use shredded mulch in all planting beds and around trees Tags from each plant will be provided to the owner, 4, Plant substitutions will be allowed with the written approval of the Frederick County Planning Department, Owner Jeffery G. & Rosanna M. Jenkins 1631 Redbud Road Winchester, VA 22603 Phone - (540) 974-6768 1 ` ! Developer Corrigan Rug Cleaners 906 Berryville Avenue Winchester, VA 22601 (540) 662-9081 Contact: Daniel McKee Property Data Building Setbacks Tax Map Number 54-(A)-971 Front: Address Baker Lane Left Side: Area 0, 631 acres Right Side: Zoning B-2 Rear: Legal References #050008754 Existing Use Vacant Parking Setbacks Proposed Use Phase 1 - Rug Cleaning (SIC 7217) Front: Phase 2 - Accessory Storage for Left Side: Rug Cleaning Business Right Side: Zoning Data Rear: Open Space Minimum 1596 = 4,126 sf Open Space Proposed 55% = 15,144 sf F,A, R, Maximum 1.00 F.A.R. Proposed 0.25 Use For Parking Building Data Rug Cleaning: Office: Type of Construction 2C - Metal Garage & Storage: Proposed Use Rug Cleaning & Storage Per Code Proposed 35' 36, 0' 0° 36.5' 0' 19.8' 0' 27.2' Per Code Proposed 5' 36.0' 5' 0' (Esmt) 5' 19.3' 5' 5.0' Units Space per Sq.Ft 1,400 1 per 200 sf 700 1 per 250 sf 3,900 n/a Proposed Area 4,600 sf + 2,400 sf Total Parking Spaces Required 10 Height Maximum 35 feet Proposed Parking Spaces 12 Height Proposed 24 feet # of Handicap Spaces Required 1 Proposed Handicap Spaces 1 Sign Data Sign Area Allowed 100 sf Sign Area Proposed 100 sf Sign Height Allowed 35 ieet Sign Height Proposed 15 feet z O U) > w Surveying & Engineering Firm: GreyWolfe, Inc, (540) 667-2001 Contractor' Kee - Daniel McKee (540) 974-7312 Zoning Enforcement: Department of Planning (540) 665-5651 Site Inspections: Department of Inspections (540) 665-5650 Erosion and Sediment Control: Department of Public Works (540) 665-5643 Sanitary Sewer and Water: Fred. Co, Sanitation Authority (540) 869-1061 Telephone: Verizon (301) 954-6282 Electric: Alleghany Power (800) 654-3317 Gas: Shenandoah Gas Co. (540) 869-1111 MISS WRIM- 1-800-552-7001 Zoning General Notes Maximum 1, Exterior lighting will be provided by wall -pack lights attached Environmental Existing Disturbance Proposed to the building & lightpoles Features Acreage Allowed Disturbance 2. All lights will be shielded or directed to prevent glare on Floodolain 0 acres 0% 01yo neighboring properties 3. Outdoor trash receptacles will be in an enclosed six (6) foot Lakes & Ponds 0 acres 0% 01yo fence. Wetlands >IAC 0 acres 0% 0% 4. This project will not disturb any environmental features as Sinkholes 0 acres 0% 00/0 defined by the Frederick County Zoning Ordinance. Natural S, W 0 acres 10% 0% 5, The owner will be responsible for obtaining or granting Retention Areas easements shown on this plan. Steep Slopes >50% 0 acres 25% 0%n 6. Easements will be recorded and copies sent to the parties Involved, Woodlands 0 acres 25% 0% 7. All utilities that will service this site must be placed underground, Frederick County Zoning Administrator Date o �! �el2`1/1) c41 Final Site Plan Approved by Frederick County Planning Department Reviewer Date 1, Site Plan approval from VDOT will expire three: (3) years from the date of the approval letter. ® U ® o 5 n M a � o 0 c o q) NA AGE ti O m 7y e O p 06� _ LnN D ka��_Voo zocnwo �qC3'Tame �zo �oF W zis � � !Z i5 a� �z��YI tiLU IT �u QLQ vy�o �Qoo�(R 2. Frederick County Zoning Administrator approTl expires at five (5) years from the date of site plan approval. 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: MARCH 17, 2006 of this period, Authority approval shall be void. 4. The Frederick County Department of Public Works approval is not enough to begin site development The owner/contractor must obtain a SCALE: n/a Land Disturbance Permit and agree to perlodlq 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. 0181 approved prior to constructing any structure. Furthermore, the site must meet ail ADA requirements and be approved by Inspections, SHEET 1 OF 4 RI-1 30" x 30" i RI-3 R1_s 12"z6El. xf" 2B4 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. On low - volume local streets and secondary roads with low approach speeds, a 24 x 2d inch size may he used. -',t a multiway slop intersectjor. tse:: 2B-, . ;unolementary place (R1-3) should be mounted Just below each STOP sien. 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 -WAX (R1-4) may be used. The supplementary piate shall have white letters on a red backgroun- and shall have a standard ize of 12 x 6 inches (RI-3) or 18 x 6 inches (R 1-11 A STOP sign h2acon or beacons may be Esc'_ :^ -onjunction with a STOP sig, described in section 4E-4. Secondary messages shall not be used on STOP sign faces. ROADSIDE SIGN ■ AJ RURAL DISTRICT I/r- OAD �f"' � ,AiNIMUM 12 A 2 a WN0P �ROSSR�;.: LANDSCAPING DATA Parking Lot Data Trees Requirement Calculation Per Stalls 1 per 10 Stalls 18110 = 2 Per Impervious Area 1 per 2, 000 sf 15,14412, 000 = 8 10 Green Area in Lot 5% of 9,144 = 86819,144 = 457 sf 10916 provided All plantings will conform with Section 165-368 of the Frederick County Zoning Ordinance, Planting Selection, Planting Procedure, and Maintenance. Trees 54-(A)-97F KIMBERL Y G. HENRY DB 671, PG 710 ZONED: B-2 USE.- VACANT r i' �+ f cn �r a .' Lo ---54-(A)-97F KIMBERL Y G. HENRY e DB 671, PG 7Z0--0 ZOI D:--5-_2 ---USE.- VACANT Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height i RB Redbud Cercis Canadensis 2" Caliper 20'-30' YWiow 3 DW Kousa Dogwood Cornus Kousa 2" Caliper 25' + Purple 1`4 RO Red Oak Quercus Rubra 2" Caliper 5W-75' Brown '✓ 3 LC Leyland Cypress Cupressocyparis Leylandil 4' taN 35'-45' Green r' j 21 41 A 54-(A)-97H BOWMAN & BOWMAN OB 630, PG 564 ZONED: B-2 USE: BUSINESS F-__ `'�4 ao \52*10 'S4" E -� 224.91' g8 E. 7" RED 24' INGRESS-E i 88 . ss? SEE SITE PLAN FOR KEE CONSTRUCTION SERVICES, LLC J12-06 FOR THIS SITE LAYOUT z` R&J 71VlSTMENTS f 05000855 . i f BONED.' B-2 USE: VACANT VDOT ENTRANCE NOTES.` 1. INSTALL ENTRANCE PER CG- L1 SPECIFICATIONS. l 2. INSTALL CO-12 RAMPS IF LOCATED AND REQUIRED BY VDOT FIELD INSPECTOR, J. CURB AND GUTTER FORMS MUST BE,CHECKED BY VDOT FIELD INSPECTOR PRIOR TO POURING CONCRETE FOR GRADE°' f i E t s u j Ptitl I 4 I f EEj r ! tl f 2 r I I it I f ?� J i,, Confra toK- to I relocate FH to FCSA requirements (t .I it tv � 1V r*1 1 94 `v 1 I I I j IN 8 i i l ! Ex BLDG F(.681.25' �_� 1 l �� 1 _.--...� ( �: �� i -• FURLONG'S SHEET MEtA( 11 ii , 1 54-(A)-97K I S ! I11 V LANDON W. FURLONG i I 13 i tl� l OB 777. PC 1870 ^-� ZONED: B-2 i USC BUSNESS i � i i � i i� ! � i Its• � t 1� I ii Is I" { , { f J i� i li I` i 1 I i i I 4 � { � i v ' � F7� I I � a I c 54J-(4)-3-33 ' LORI LINTON 9 ` #020018036 ZONED: RP i RESIDENTIAL I I I � I I I I i Q:�z 54J-(4)-3-32 z I JOSE MAROUEZ ! o ( J050026897 ZONED: RP USE RESIDENTIAL c , 1 I l o SARA ROMERO 1,106000678.3 I i ZONED: RP {o� USE: RESIDENTIAL { � 4 Cl) O I , o ' z o All +I 1 f� \ f W � I^t^i I � I \ 20' 0' 20' �\ \ GRAPHIC SCALE i IN I N O � Lo C V o 0 o C Mo o •� N O ate@' N :3 � O tDoC° w LU V Z O W uJ (7 Q Q j w z W > z w W a aLU DATE: MARCH 15, 2006 SCALE: 1" = 20' FILE NO. 0181 SHEET 2 OF 4 EROSION & SEDIMENT CONTROL STANDARDS EROSION & SEDIMENT ■ be o LC CONTROL NARRATIVE I` o 0 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 4-J 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, Project Description V) 2, During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The This site is located on the east side of Baker Lane (Route 1200) in Frederick County. The purpose U a4 applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil of this development is clear the site, route stormwater to the drainage easement to the rear, and -a intentionally transported from the project site, level the Jots for future development, _ tD 3, A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be Existing Site Conditions O M M o considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion, The site contains 0.631 acres that is comprised of fill material and is predominately level • A storm PR7-8ARK HANDICAP 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step sewer receives the runoff from surrounding areas and drains to an existing 30' drainage easement , @o PARKING Sl�� p P p (12" x Is '�. in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. through Lot 32 & 33 TREAT WOODEN PANELS WITH WATER SEALANT RESERVED Ln PARKING MAY BE PLACED 5, Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. Adjacent Parcels INTERNATIONAL SYMBOL ON ONE BLANK. CC OF ACCESSIBILITY ADJUSTING THE C C v REQUIRED HEIGHT 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served b the try or basin. The adjacent parcels are business uses. ro IF REQUIRED \ TO ACCOMMODATE P 9 PY P THE ADDITIONAL ""� � O � LINES 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 Soils211 / {! VAN areas less than three acres, ; ACCESSIBLE The soils types determined from the USDA s "Soils Survey of Frederick County, VA shows REQUIRED 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 Clearbrook channery silt loams classified as #98. This soil is predominately a light brown shale and PENALTY $100-500 JEFFECTIVE,998 sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area, The outfall system shall offers 'Wi ht' eroslon hazards, However, the vast majority of the site is fill material consisting of - - TOW -AWAY ZONE � g P Y Y PY g _ z at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration, Runoff coefficients used in shale, crushed limestone, and clay. runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. Erosion Control Program �t % 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 PARKING SURFACE CONCRETE WHEEL STOP within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. .Install construction entrance with wash rack (iF REQUIRED) • Install wire supported silt fence 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel flume or sloe • Install storm sewer with inlet protection HANDICAP PARKING SIGN DETAIL P q P r%' P � P NIA drain structure, • Grade site and seed all exposed surfaces immediately upon reaching final grade 1 TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL. (NOT TO SCALE) INSTALL ON 4'XWY8' TREATED POSTS SET 3' DEEP. General Erosion and Sediment Control Notes (VESH Table 6-1) �~ ( ca 9. Whenever water seeps from a slope face adequate drainage or other protection shall be provided. � ¢ o FENCE DETAIL N. T S. -�- o A a 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices T 12' 3' MIN. 12: 1 12: 1 3' MIN. system without first being filtered or otherwise treated to remove sediment, will be constructed and maintained according to minimum standards and specifications of the -J \,g 4 N Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and CG- 6 CG- 6 11.Before newly constructed stormwater conveyance channels or pipes are made operations,, adequate outlet protection and any required temporary Sediment Control Regulations. or permanent channel lining shall be installed in both the conveyance channel and receiving channel./00 ES-2. The plan approving authority must be notified one week prior to the pre -construction 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize conference, one week prior to the commencement of land disturbing activity, and one week prior to _ the work area to the greatest extent possible during construction, Nonerodible material shall be used for the construction of causeways and the final inspection. ®® ® cofferdams Earthen fill may be used for these structures if armored by nonerodible cover materials. ® ES-3, All erosion and sediment control measures are to be placed prior to or as the first step In 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream clearing. 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 STONE CONSTRUCTION ENTRANCE 14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be metall times. INSTALL GATES ONTO 6'X6" POSTS NOTES: D ES-5. Prior to commencing land disturbers activities in areas other than indicated on these plans INSTALL OPAQUE FENCE AROUND THE REST OF THE DUMPSTER TO 70' MEN. EXISTING 15, The bed and banks of a water course shall be stabilized immediately after work m the watercourse is completed 9 9 1. H/C SPACES MAY NOT EXCEED A 2q PAVEMENT (including, ) SLOPE. A . a' me/udin ,but limited to, off -site borrow or waste areas), the contractor shall submit a PROVIDE SCREENING 2. RAMP BUILT TO VDOT CG-12 STANDARDS 1 1 5' I6. Underground utility lines shall be installed fn accordance with the fol%wing standards fn addition to other applicable criteria: supplementary erosion control plan to the owner for review and approval by the plan approving TREAT WOODEN PANEL GATES WITH WATEr4 SEALANT J. WHITE STRIPING SHOULD BE 3" WIDE.=7W authority. W DUMPSTER GATE DETAIL / FILTER CLOTH 6" MIN A MOUNTABLE BERM Y P (OPTIONAL) 4. H C SIGNS TO BE SET 3 BEHIND SIDEWALK OR a. No more than 500 linear feet of trench may be opened at one time, N T S MOUNTED TO BUILDING IF POSSIBLE. SIDE ELEVATION ES-6. The contractor is responsible for installation of any additional erosion control measures EXISTING GROUND b. Excavated material shall be placed on the uphill side of trenches, necessary to prevent erosion and sedimentation as determined by the plan approving authority, �7_4 Prune out any dead or V ) broken branches, remove 70' MIIN. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a ES-7, All disturbed areas are to drained to approved sediment control measures at all times during ` / all fags, labels, strings, �.3 wires, etc. from plan. B to' MI"' manner that does not adverse/ affect flowing streams or off -site roe land disturbing activities and during site development until final stabilization is achieved, WASH�ACK Y 9 property. rtY• �� Prune codominont tea9ers-.- DO NOT prune terminal (OPTIONAL) I-LQ 2-3" mulch leader or branch tips J to, MIN" d, Material used for backfilling trenches shall be properly compacted .in order to minimize erosion and promote stabilization. ES-8. During dewatering operations, water will be pumped into an approved filtering device. U LQ \ 2-3" Saucer Set top of root boll 3 equal to or 1-2" Prune rubbing or above grade. cross branches'"-'y- 12 M� PAVEMENT e. Restabilization shall be accomplished in accordance with these regulations. ES-9. The contractor shall inspect al! erosion control measures periodically and after each � V n/ 4 � runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the � `�• Q A A.. ; Remove container; use VDOT #1 I ~� POSITIVE DRAINAGE 10, MI N. f.Applicable safety regulations shall be compiled with, erosion control devices shall be made immediately, sharp blade to make Prune narrow crotch COURSE AGGREGATE B TO SEDIMENT rr� •;'%Y:';;•Y. .':•�.•• four 114"-1" cuts the angles & water spouts TRAPPING DEVICE J M j len rh of boll and cut a I 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: 4 O • MUST EXTEND FULL WIDTH Z � O 1� X on bottom of ball, loosen compacted Prune broken branches OF INGRO S AND EGRESS FLAN i EW vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned The Public Works and Engineering Department will retain the right to add to or modify these q v ' roots. OPERAT Remove tags and labels thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control erosion and sediment control measures during the construction process, within reason, to ensure ` U CONTAINER GROWN SHRUB 12' YIN, disposal area. Street washing shall be al/owed only after sediment is removed in this manner, This provision shall apply to individual development adequate protection to the public and environment15 . Q �+ Prone suckers lots as well as to larger land -disturbing activities, '`4 s w 3" MIN. () C w LU Cut away all balling ropes {� Prune out any dead 2"-3" mulch kept or broken branches. Remove tap of wire basket away from trunk - 3' MI". 18.A11 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary W O Remove it rags, Labels, measures are no longer needed, unless otherwise authorized by the local program authority, Trapped sediment and the disturbed soil areas � strings, wires, etc, from Soil well to FILTER CLOTH plant. contain water SECTION A -A resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. Seeding Schedule (per section 3.32 of VESH) 2-3' mulch \ Y ' h' :,; V 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to 1.) Topsoil will be spread at a minimum depth of 4': (� Set top of root boll • d .... ` aackrilr sail ,, .r... . -• � � increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the 2,) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square 2-3" Saucer .• �• ,, ::. ;• ' • ..., . `. , : .. feet 2 tons per acre equal to or 1-2" .,..:-:,..:��. � ,• t � following standards and criteria: ( p )• • • 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). above grade. Partially bockfill, ..�'., •-a• water to settle y Widen and s o e � soil, finish 4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue, 10%Annual Rye, i0% Foxtail Millet, and S% holes in wall backfilling Red Clover at ZOO lbs eracre. r, P %t Remove rope & burlap REINFORCED CONCRETE DRAtN SPACE 5J Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with from .aor boll. .: �. Area for water SECTION B - B Remove container and cut drainage (Pipe cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. . z.,,. "•. ^' ,;.• `' circling roots if or file could SOURCE: ADAPTED from 1983 MoWqnd Stondgb Ur UI emslgn oW Sediment CoaUl, and Va. DSWC > '' r• ,`' container -grown, or as be installed) s _. much burlap as possible it ROCK CHECK DAM Di halo 2-3 times field -grown Leave solid soil pedestal - do not 9 dig deeper than ball depth width of root ball. BALL &BURLAP SHRUB I Dig hole 2-3 times root boll width 2 ACRES OR LESS OF DRAINAGE AREA: Lighting Notes: Q TREE PLANTING DETAIL 1 1. Proposed Lights for this project are Hubbell RCSA-400ST SHRUB PLANTING DETAIL 6� (400 Watt) Lights or equivalent, (NOT TO SCALE) 2. Lighting must be installed so as not to produce glare onto (NOT TO SCALE) FILTER CLOTH neighbors neighbors and roadway, (OPTIONAL) 4 " OF 3000 PSI CONCRETE W/ 2 " OF SM-2A cn FIBER ° (DOWNSTREAM VIEW) o. to 8" OF 21-B COMPACTED TO VDOT #1 ~ Z 4 OF 21-8 COMPACTED TO u w 0 p 957, DENSITY COARSE AGGREGATE Z Ur 95q DENSITY Q SUBGRADE FREE OF ORGANICS /� ��j\� SUBGRADE FREE OF ORGANICS FLOW ?1 3' 3 & COMPACTED TO 957 DENSITY & COMPACTED TO 95% DENSITY WLu Z LU TYPICAL SIDEWALK SECTION TYPICAL PAVEMENT SECTION C DIRECTLY UNDER THE PARKING 2-10 ACRES OF DRAINAGE AREA: w LU SPACES a a SPACING BETWEEN CHECK DAMS 1, 5 " OF SM-2A AW s" ti• y 3 " OF BM-2 3' L = THE DISTANCE SUCH THAT POINTS W • 8" OF 3000 PSI CONCRETE W/ WOVEN o 0 FILTER CLOTH A AND B ARE OF EQUAL ELEVATION (. ;o: •. WIRE REINFORCEMENT Q (OPTIONAL) Q o 0 COMPACTED TOF 2 " 8OF 21-B COMPACTED TO 8" O1-8 CO (DOWNSTREAM VIEW) 95Z DENSITY 4 957. DENSITY VDOT A11 A / SUBGRADE FREE OF ORGANICS SUBGRADE FREE OF ORGANICS COARSE �r B COARSE AGGREGATE � DATE: MARCH 15, 2006 &COMPACTED TO 95% DENSITY �� \ --_. -_ & COMPACTED TO 95% DENSITY FLOW 2• , !l SCALE: n/a 3 TYPICAL DUMPSTER SECTION TYPICAL PAVEMENT SECTION UNDER FILE N0. 0181 ENTRANCE, DRIVE AISLES, AND LOADING AREAS CLASS I RIPRAP SHEET 3 OF 4 SOURCE: VA. DSWC PLATE. 3.20-1 1 'SOURCE: VA. DSWC PLATE. 3.20-2 generalbackfiu CONCRETE CRADLE finished grade STANDARD 4' select acial ? O.D. ftq 24' select 6• All backfill to be compacted to 95% of ASTM D6N maximum density. 8• CONCRETE ARCH u 24' select baGJI e• --- --- CONCRETE ENCASEMENT TRENCH & BEDDING -1- 6' dla. schedule 40 steel pipe filled with concrete and painted finished 1low grade 18' dia. concrete T 2, Y Q� 1 3' G BOUARD DETAIL pad 1'4r dia. x W deep a(nn 1 L---'I Both joints of the filing shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reduosr shall be restrained, RESTRAINED LENGTH OF PIPE (Ft) SMALL SiDE JOINT LARGE SIDE JOINT PVC DIP 6" 8' 10" 12" 6' 8' 10' i?' 6' -- 40 60 60 -- 20 40 8" -- -- 40 60 -- -- 20to' t20 -- -- -- 40 -- -- -- REDUCER 4' select ackfiN i+- L 2 O.D. �L L In addition to restraining the oDnnectlon, any joint that falls within the recommended length (L) shall be restrained, RESTRAINED LENGTH OF PIPE (Ft) PVC DiP 6- 8- to- 12' 6' 1 8" 1 to- 12' 60 60 80 100 40 1 40 1 so 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 SEP 05 -2- 4' stone screw type ar11„ruo /-locator marker FIRE HYDRANT ASSEMBLY -10- cc-12 A PERMISSIBLE CONSTRUCTION )►5 DOWELS, 8- LONG JOINT 4, a 4 12" C-C 4 WIN, v B' ) N. ro„ B t MAX MAX [� TRUNCATED IDOWES A SEE SHEET IOF 4 FOR DETAILS BACK OF CURB i2'i MAX. 48fMAx,. 20- 1 SECTION A -A PERMISSIBLE CONSTRU,CT40N JOINT SECTION i3-13 mechanical joint swivel tee with W branch SEP 05 SDR 36 SDR 35 spigot spigot by gesketed hell /-bySDR21 gasketed bell 45" bend adapter z SEP 05 1�Lr1.LrI In addition to restraining each joint of the tee, (1) any joint 9 that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) DOWN BEND outlets (Lr) shall be restrained. DEPTH 4 FT, MIN. A cross shall be restrained per a tee's requirements for Lb. A wye shall be restrained per a tees Lr and a 451 bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 1 10 20 lox 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC D/P r X b Lr Lb Lr Lb to X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 1D 12 x s 20 20 20 20 TEE, CROSS, WYE L --- In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained, iYPE RESTRAINED LENGTH OF PiPE (Ft) RES)RAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6" 8' to' 12' 6' 8' 10' 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 fl.25 20 1 20 20 20 1 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 3- 3' minimum -'-'I finished SDR 21 grade SDR 35 8' x 4' gaaketed pipe 40J gasketed bell and fittings SCH COnOrete skid pad Wye solvent t0"weld r ;; 18' tile. X 8' deep cap _ `'%, 4' stone pity Panella Model PA4SV-CSK (41 VaNco,Inc. Ilse o'Cao cast Iron cfeanout cap with �L51J�/L GG3 braes plug having a flrdahed o. grade 18' o�v 7wBh ikt countersunk square head marked SDR 21 - deanout pipe botiomnsection of tax �'----- 5 - -- location mark 38• brick base min. �;•>,, sewer main SDR 21 wye ,' SDR 21 45' 45° 45° T,;.*., `.; bend sDR 21 .�,;".;.,.. treated 21x 4' ` =.;J �: ;.e: ..,lif:.: ..,�?.v:!_.: '.'al�::tr.` ..J:'wi4•,.' top W painted 4" pipe at green 8' Wrle bedding 2.00% minimum grade SEWER LATERAL FOR MAIN WiTH COVER 15 FT OR LESS -17- ASS NOrEi FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEE T T OF 4; - A 4'SQUARE LANDING AREA OUTSIDE OF x -TRAVELWAY SHALL BE PROVIDED WITHN THE MARKED CROSSWALK, AREA. Y _j 3: KFEKWN 105 502 rn y to (A �0 (n U U. (A 01 CROSSWALK C OSSIN QSSWA IK TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION DIAGONAL. VARIATION AT INTERSECTION WITHIN :CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS, TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REOUIRED AT TOP OF CURB RAID, MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS, SHEET 2.OF 4 CG-12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION NEW 77 D5 VIRGINIA DEPARTMENT 06 TRANSPORTATION 203`. SEP 05 SEWER CLEANOUT -19- SEP 05 SEP 05 CG-n Y I xx STREET APPROACH SAME A --T SING AS MAINLINE (RADIUS TO BE AS w RaAOW SHOWN ON PLANS)�IIL C C 1 ------. 1 J - (RADIUS TO BE AS RADIAL OMBINATI N SHOWN ON PLAIN 412T B / CURB AND GUTTER / (ST'D.�CG-6) 71W \ - r-rl CLASS A3 . e., . a • s. • n, • s, 7" SIDEWALK I ® it I x (H.NCREE.SJ , . e e, e. - 6•• �,' OPTIONAL 61I COTE FLOW LINE ��--� ---'�-Q EXPMNS40N JOINT � � I EXPANSION JOINT I ol SECTION C-C NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A --•I '.'LAN VIEW CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE, WHEN THE ENTRANCE RAL41CANNOT ACCOMMODATE THE T RNN REQUIREMENTS FANTICIPATED`A U G D HE VY f0' PARABOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB 8 MAX. r- EDGE OF SHOULDER OR % RAMPS WITHIN THE LMTS OF THE RADIISHOULD BE INCREASED TO 7", OPTIONAL FLOW LINE LOPECHANGE ® --^- - WHEN ST'D. CG-11 IS USED FOR ENTRANCES BUILT 1 14.%LiNE ROADWAY -' - - - "" - "- - - - - IN CONJUNCTION WITH VDOT PROJECTS,.PLEASE 8 X MAX. -� D NOTE THE FOLLOWING SLOPE CHANGE 5'MxJ 40'MIN.FOR STREET �~ CJ X X MAINLINE" PAVEMENT SHALL BE CONSTRUCTED TO THE R!W LINE (EXCEPT ANY SUBCRADE STABILIZATION REQUIRED FOR MAINLINE O'DESIRABLE FUR COMRIERCI PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE. SECTION A - A RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE D AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. WHEN USED IN 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) 0 % 3 % MEDIUM (500-1500 VPD) S 1 X B % SEE STANOARO CG-12 FAR CURB RAMP DESIGN TO BE USED WITH T1-15 STANDARD. LOW (LESS THAN 500 VPD) S 6 % 8 % PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. REQUIRE PORTION OF GUTmTEERMAY TO 0 DM OF WATER, SEEN METHOD OF TREATMENT - REFERENCE CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV.7/01 VIRGINFA DEPARTMENT OF TRANSPORTATION 203.04 DOWN BEND RESTRAINED LENGTH finished UP BEND Vertical offsets contain down and up bends. rG On down bends, one joint faces horizontal and the / other points down. On up bends, one joint fags horizontal and the other points up. Each aide of any vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each UP BEND RESTRAINED LENGTH side of the filling shall be restrained (Ld, Lu), RESM41NEO LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 FT. MIN, 5-12 FT. S1ZE/W DEGREE OF B17rOS Ld (GOWN) Lu (UP) SIZOWIF DEGREE OF W" Ld (DOWN) Lu (UP) 6- MCIMP 45, 22.5 & 11.25 20 20 10' PVC 22.5 & 11.25 20 20 8' PVC 45 40 20 i0' OF 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11.25 20 20 12' PW DIP 45 40 20 8" or 45, 22.5 & 11.25 20 20 12' PVC 22.5 & 11.25 20 20 f0' PVC 45 40 20 12' DIP 22.5 It 11.25 20 zo 0 METER BOX end COVER METER SIZE METER BOX METER BOX COVER 6/8' x 3/4' or 314• 18 in. Die. Non Traffic 74M32CR0 Traffic A32HH-T 1• 24 In. Dla Non -Traffic MC-30 Frame WiTH RML-1-T (rop Lid) Traffic MC•30 ram) WiTH RML-12-T (Top Lid Opposite Side 12 gauge insulated copper wire for line tracing, taped at 10 foot Intervals treated 2'x 4' with meter box top W painted blue finished and cover grade I •--eldewalK - f--- 6 ft 24' 1 " meter by \ -finished 3' stone 18'-21' \ F. .S.A. grade surrounding::. • 38' box O V CT5 polyethylene tuIDIng (PET) 00\/ �`'(' 12• Psi with Inserts \ at all connections � .... XN kR saddle� ::8" min:: `' With Corp +- \ Same Side 1 • coupling (PJ X FIP) C14-44 with SS insert and MIP plastic plug COPPERSETTER meter size Opposite Skis Same Side Wx3/4' VBHC72-18WD-4444-B4 VBHC82-IOWD4444-B4 3/4' VBHC72.18WDA4-44-B4 VBHC82-18WD4444-B4 1• VBHC7415WD-44-44-B4 - N/A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to Installation. 2. Water service crossing street a) Encase in 3' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sldewaec, across the street, to one loot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from Corp, stop to Into the motor box [wrap wire around Corp. (top; wire to be taped to top of PET at 10 foot Intervals; come up Into meter box and terminate level with angle ball valve). 5/Ir x 3/4", 3/4" AND 1" METER INSTALLATION -7- SEP 06 VERTICAL OFFSET RESTRAINED JOINTS 3 OF 3 -4- SEP 05 TURN LANE PROFILE Loce N W e� �N W 0 �m N w r n 00 � U j 14.75 ' 72 OF 2 18 --� �-- 6. 0' 1 1. 5' 2'-7"(CG-6) J W I L O j U 17. 75' Pa-1 NO PRO4Ef TI(ON:OF PIPE Ai30VE PRO.UNp LINE TOP OF FILL TOP OF FILL- 1� TOP OF FILL--� GROUND LINE H ilk OROL6dD LINE H H GROUND LANE1, m rrrrrr rrrr MA rrrr rr,� EAR D-tz"�^ri rf� EARTH r rrrr rr ( ROCK OR - p,12"j: rr �LIELOING J p;j2a � EARTH d L d: D/2 ' 0/? SEOONG _ � b1ATQRIIY- b MK 1/1D D I BEDDONG WIN. 1110 D BEDDING 'l I WN:1110 D j .... 4 -. .. - .. X f-D- )C MATERIAL PER XD �a 9��-.... MATERIAL % DMIN. a-, B', MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION. OTHERWISE UNSUITABLE MATERIAL FI,.:E ..PROJECTION ABOVE GROUND. LINE., r~ MI) is K D ♦ly MIN. 1.5 x p� i MIN,:.is x D 1 MN. 1.5 a D t,;Aa►1. 14 x a Mm,1 , Q� TOP aF TOP 0F'.FILL FILL TAP•OF.FRL H_ H M j'�'�' rrrrrrs r.+rrrr'r �� = � r ^ rr rrr r rrr r rrrrrr =. rrrrrr. rrr rlrr /rr�rr - rrrrrrirrririr rrrrrrrrrrrrrr - rrrrrrrrrirri rrrrrrrrrrr;''r' T r � rr ,%.� fr - f' rrr rrr rir�r - " r�rrrirfrr� :: rrrrrrrrrr t>•12 : _ GROUND d LINE. D�YL" �'•r/. +' e�i+rrrf' GROUND - rrrrrr two. ?` t7+lZ' - - rrrrrrrr rr/rr/rr/ r*rrrrrr rrrrrrrr�'r - GROUNO - rrrrrr r 012r , .+tirrr , 0/2 d ;LINE - .- uf2- - EARTH 4t _ _ �. ..: _ �I _. I --ROCK OR b� MIN. IM D I I BEDDING X f�ai-1.D -.>Qi X,.. .. MATERIAL UNYIELDING MfN, I(10 D I - L a BEGGING. . EARTH:. BEDDINGMATEFft- Ir" PER MATERIAL NORMAL. EARTFI E OUNDATIQN. MI°��F'" wI , e�, SOCK FOI)NOATION FOUNDATION. SOFT,,.YIELDING, O.R: MNt4" OTHERWISE ::UNSUITABLE MATERIAL BEDWG MATERIAL .IN 'NGCORDANGE"V 4TA SECTION 302 OF THE ROAD AND BRIDGE. SPECIFICATKM, REGULAR SACKFILL MATERIAL IN'AGGORDANCE r .: :-� r .: �-� WITH SE:C71ON 3D1 .OF THE RQAD AND BRIDGE _ - - CLA59 -I aACKFILL MATERIAL IN ACCORDANCE SPECIFICA7KM, WITH SECTION 302 OF THE ROAD 'AM BRIDGE SPECIFIGAPONS, EMBANKMENT NOTE(FOR PLASTIC PIPE, THE LUTE OF TINE: CLASS IEIACKFA_L MATERIAL SHALL BE EX MXA TO'1XI A8011r.T.HE TQP'OF,:THE.PIPE. Si1EET' 1'OF 4 9flff INSTALLATION OF PIPE CULVl R:TS AND STORM' SEWERS. G'IROUL.AR PIPE BEDQ N/ AND BACKFIL - MET:H.Q rl. a( G D A dD2 REV.1f44 3D3 VIRSHA DEPARTMENT' o rAm4PQRTATION.. 107.01 SPECIFICATION REFERENCE 105 COMBINATION 6'' CURB GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION concrete pad 1'-6" dia. x 6' deep finished grade 4' ewe- screw type adjustable valve box 48' min. location marker stone valve joint restral restrained to main :::Lstone 18' to 24'-" 8'x 81x 16' soVid biotic (for valves 12' and larger) Note; this detail is also used for butterfly valves ENTRANCE PROFILE L0 N N �m N 00 GATE VALVE -9- O M Y v°LC Cf1 C p O i\ �1 C/ U 0 0 O �E C to N U � O to v/ Qi O C O � 0^ c 6 _j 1NIA U �O tiQ-G �~ cm00 y� 6� I T-I N to \j z) Ir- CS SEP 05 del (D2 PC�Q CC-6 II NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB & CUTTER HAVING A RADIUS OF 300 FEET DR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB k GUTTER. 4 FOR USE WITH STABLIZZED OPEN -GRADED DRAINAGE LAYER,THE EK)TTOM OF THE CURB AND CUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOP bF� SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 3. THIS CURB MAY BE USED WHEN DESIGN SPEED 6 40 MPH OR LESS R ON RURAL HIGHWAYS AND 45 MPH OR 2" LESS MV DEVELOPED URBAN & SUBtRE W AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CC-7 IS REQUIRED. . � O W D � Q P' ra P 1" D P P P D P P DI j �Wy p p '" Q p 4 Of P 4 P P O LLJ a P P P --` - THE BOTTOM OF THE CURB AND - CUTTER MAY BE CONSMCTED LL-I PARALLEL TO THE SLOPE OF 6" T-0" SUBBASE COURSES PROVIDED A MNMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE �p Al THE OPTION OF THE CONTRACTOR W � o Q 0 Q O DATE: MARCH 15, 2006 SCALE: n/a FILE NO. 0181 SHEET 4 OF 4 201,03 4F V V� W W-64 c W \ �� 05 C Zt � LU Q' •J Q w ` cl� ILL! W Vtoy �c M o LEGEND I Rev. Mar 2006VDOT GENERAL NOTES VICINITYMAP Q LC 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com VQ\ / + EXISTING FEATURES V1, All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) `�Y ,z) �. 2, The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. Road and Bridge Speciflcatlons and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, �Q ® � ,,n EX EP 3. The contractor shall adhere to standards and s ecifications in effect at the time of construction, federal or local re ulations a licable. In case of a discre anc or conflict between the Standards or S ecifications and Re ulations the c� EXISTING EDGE OF PAVEMENT _.~.___ ____._.. _..____ __ _.__._ _._._ ._ ___.._-._ ..___,.__ ____ 4. The contractor shall coordinate with, and arran e forins Inspection b ,the Authorf most stringent shall govern, PP discrepancy P Regulations, `w EXISTING EDGE OF GRAVEL _.__ "____._ ____ _. EX 4EG- __._.__ _ _______9 P Y �'• ��` ® ®ov 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 a0 �� U E - ` - v: v- j� i 6. When an existing water main is tapped for the installation of a new line; Occupational Safety & Health (VOSH) Rules & Regulations o EXISTING CURB AND GUTTER EX CG 6 , g PP C __-____. _ _ .__..____._.. _____ .-_..__ _ ___.__-___.__...____= a) The Authority shall furnish all labor and material. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition U M EX. INTERMEDIATE CONTOUR ,{ b) The contractor must: of VDOT's Work Area Protection Manual, Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of CAcy E 1, make application and pay deposit. the VDOT Road & Bridge Specifications. (� � � EXISTING INDEX CONTOUR 50 2, mark the tap location. 0 N 3, coordinate installation with the engineering -assistant. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, Including traffic signal poles, junction boxes, CX @� EXISTING SPOT ELEVATION 5 0, C controllers, public utility ' f" h v! v co tro leis etc,, owned by VDOT or private / pub rc utd ty companies. It is the sole respons�b !nty of the developer oiler to locate and identify Z Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. utili facilities or items that may be in conflict with the proposed construction activity VDOT approval of these plans does not indemnify , ::3 �� w h' Y P P tl' .PP P fl' EXISTING TELEPHONE LINE - -- --- --- r - ----- - 8. The Authority's maintenance department shall furnish and install all water meter through 2"in size, the developer from this responsibility, ENUE ❑ 4 �vv, It Is the developer's/contra is s nsibllfty to have the meter box assembly installed correctly. � � EXISTING SANITARY SEWER Before a permanent meter is installed: V5. Design features relating to field construction, regulations, and control or safely of traffic may be subject to change as deemed i� o C i a) The meter box, with its frame and cover, must properly aligned with the coppersetter, necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. SCALE 1 "= 2000' EXISTING ELECTRIC SERVICE __-. �` _____.__.._. F. __��._. £ -- - b) The frame and cover shall be set to final grade. j y 1 EXISTING GAS LINE -- - - -�? --- !; �' -- - - -- c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 ° TI d) Al! components of the meter box assembly shall be in proper working order. V6, Prior to Initlation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT PROJECT INFORMA EX. 15 " RCP right-of-way, jf EXISTING STORM SEWER �. _ w -_.--Uri -_ 9. For water and sewer services that connect to existing lines; Owner Deve%per .. V7. If required by the local VDOT Residency Office, apre-construction conference shall be arranged and held by the engineer and/or a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. Jeffery G. & Rosanna M. Jenkins Corrigan Rug Cleaners EXISTING FENCE LINE -- - --- % - - - X -- - developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. b) An Application for Service must be made and fees paid before work will begin. 1631 Redbud Road 906 Berryville Avenue EXISTING DITCH LINE - _ _ _ c) The Authority shall furnish and install $/8 i 3/a ff. and 1 " water services. Winchester, VA 22603 Winchester, VA 22601 d) For all 1 i/y " 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) 974-6768 (540) 662-9081 EXISTING WATERLINE W/ TEE -- - W r-- 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. Contact: Daniel McKee 1 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 Vlrglnia Erosion & Sediment Control Handbook. Property Data Building Setbacks Per Code Proposed A EXISTING WATER VALVE W ___0___ W 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within Tax Map Number 54-(A)-97i Front: 35' 36, 0' GZN d, ASSE Standard No. 1015 or 1013. the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Address Baker Lane Left Side: 0' 36.5' tip- O EXISTING REDUCER -- W W 4- Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Area 0. 631 acres Right Side: 0' 19, 8' 11, All fire lines shall have a backfiow prevention assembly (detector double check valve or a RPZ, as required). The assembly shall meet Deficiencies shall be promptly rectified. Zoning B-2 Rear: 0 ° 27.2' ASSE Standard No.1048 or 104Z Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be Legal References #050008754 = " Ln EXISTING TREE DRIP LINE �..� _.; .-=.a^,-r ►-' installed immediately before the backflow prevention unit Radio read remotes are required. Existing Use Vacant Parking Setbacks Per Code Proposed J VI 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction, Proposed Use Phase 1 -Rug Cleaning (SIC 7217) Front: 5' 36.0' 12, FCSA to review the mechanical plan(s) for design and material approval of,, 1) the domestic water meter and Its backfiow prevention PROPOSED FEATURES Phase 2 - Accessory Storage for Left Side: 51 0 (Esmt) device, and/or 2) the flre service line's backfiow prevention device. Rug Cleaning Business Right Side: 5' 19.3' OIOJ V11. All water and sewer lines within existing or proposed VDOTfight-of-way shall have a minimum thirty-six (36) inches cover and when Zoning Data Rear: 5' S. 0' PROPOSED EDGE OF PAVEMENT PROP EPGENERAL NOTES possible shall be installed under roadway drainage facilities at conflict points. Open Space Minimum 15961 = 4,126 sf V12. An unusual subsurface conditions a , unsuitable soils springs, sinkholes voids caves etc, encountered during the course of Open Space Proposed 55% = 15144 sf z z QX PROP EG Y (9� P 9. ) 9 W o PROPOSED EDGE OF GRAVEL F.A.R.Maximum 1.00 Q o Z construction shall be immediately brought to the attention of the engineer and VDDT. Work shall cease in that vicinity antil an adequate a �,, � 1. Permits must be issued from VDOT prior to any construction in a public right-of-way, F.A.R. Proposed 0.25 Use For Parking Units Space per Sq. Ft o U) Q a m design can be determined by the engineer and approved by VDOT, P PROP, CURB & GUTTER PROP CG-6 2. The Manual on Uniform Traffic Control Devices MUTCD must be adhered to when working in a public right of way. Rug Cleaning: 1,400 1 per 200 sf 'IT p o ( ) 9 PY Building Data Q w V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Office: 700 1 per 250 sf c„ Z5 Where CBR testing is required, a VDOT representative shall be re 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. 9 q ,present to insure the sample obtained is representative of the location. Type of Construction 2C ®Metal Garage &Storage: 3,900 n/a � u, �; Q � � �; P� PROP. REVERSE CURB & GUTTER PROP CG-6R When soil samples are submitted to private laboratories for testing, the samples shall be clearly Identifled and labeled as belonging to a Proposed Use Rug Cleaning & Storage c. Z W u, °� o project to be accepted by VDOTand that testing shall be performed in accordance with al! applicable VDOT standards and procedures, U �, ® v PROPOSED CONTOUR 50 4. An damage to nei hborin ro ertles Including coup roads and sidewalks caused b the development of this site will be the Proposed Area 4 600 sf + 2 400 sf Total Parking Spaces Required 10 �, oc w Q o Y 9 9 9P P 9 county Y P p Proposed zoo Z�C�ti responsibility of the developer. All damage must be repaired to original conditions Height Maximum 35 feet p sed Parking Spaces 12 o Cr PROPOSED SPOT ELEVATION +50-0 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 Height Proposed 24 feet o o o y o 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 2961 of optimum moisture for the full width of # of Handicap Spaces Required PROPOSED STORM SEWER PROP. 24 "ADS ; � contractor must maintain this access for the duration of the projectany dedicated street light -of -way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in Proposed Handicap Spaces 1 accordance with VDOT Road and Bridge Specifications Certified copies of all test reports shall be submitted to VDOT daily, unless specified Sign Data PROPOSED SANITARY SEWER S S S 6, The contractor will be responsible for adequate and positive drainage of this site. otherwise, Sign Area Allowed 100 sf 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/nr as s ecifled b VDOT, Sign Area Proposed 100 sf PROPOSED TELEPHONE T T T P P Y PROPOSED ELECTRIC 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH, Sign Height Allowed 35 feet V16. The installation of any entrances and maliboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is Sign Height Proposed 15 feet PROPOSED GAS LINE 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions the responsibility of the developer. z� PROPOSED WATER LINE V1 % Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at O E i0. The developer is responsible for the relocation of any utilities required by this site plan. � a VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform TrafTrc Control Devices to Numbers % 1 v a PROPOSED WATER METER `), l um 11. A// Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. > LU,a'c PROPOSED FIRE HYDRANT D& PROP. FH 12. All controlled fill must be compacted to a minimum of 9596 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 Surveying & Engineering Firm: AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a Invoices for materials utilized within any dedicated street fight -of -way must be provided to the local VDOT Residency Oft)ce prior to GreyWolfe, Inc. (540) 667-2001 v v professional soils engineer. A geotechnical report supersedes this note if provided. acceptance of that work. Unit and total prices may be obscured. Contractor. COMMON LABELS & FEATURES V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader, Density will be determined using Kee - Daniel McKee (540) 974-7312 a! 1� Enforcement: o 13. The contractor is responsible for contacting MISS UTILTTY 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. A cerd'fred compaction Zoning w o 0 PROPERTY LINE OF PROJECT locations and not all utilities may be shown. technician shall perform these tests Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition Department of Planning (540) 665-5651 Q o to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and Site Inspections: o NEIGHBORING PROPERTY LINES 14, The contractor will contaln 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. Department of Inspections (540) 665-5650 Erosion and Sediment Control: EASEMENT LINE 15. An approved set of site plans must be on -site during the construction process. Department of Public Works (540) 665-5643 PP P 9 P V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDDT Road and Bridge Speciflcatlons. Density shall be Sanitary Sewer and Water: PROPERTY CORNER FOUND O 16. The contractor will notify all utility companies prior to excavation within easements. determined using the density control strip as specified in Section 315 and VTM-76, A certified compaction technician shall perform these Fred. Co. Sanitation Authority (540) 869-1061 tests Cerdfled copies of the test reports shall be submitted to VDOT daily, unless spedfled otherwise. A VDOT representative shall be Telephone; Verizon (301) 954-6282 PARKING SPACE TOTALS 12 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days notified and given the opportunity to be present during the constriction and testing of the control strip. Electric: Alleghany Power (800) 654-3317 CC ADA HANDICAP PARKING STALL INSPECTION Gas: Shenandoah Gas Co. (540) 869-1111 DEPARTMENT OF V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom MISS UTILITY.• 1-800-552-7001 SIGNS of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to LQ the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1, Zoning General Notes SANITARY MANHOLE IDENTIFIER 0 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) and the Intemational Bullding Code/2000, Other Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall codes that apply are CABO A11 Z 1-98 Accessibility and the Usable Building & facilities. be determined by the engineer and approved by VDDT. IWQ Maximum 1. Exterior lighting will be provided by wall -pack lights attached '� 9 2. The requirements in BOCA mandate either a fire wall (Section 707) or a fire suppression system if height and area limitations are exceeded for the c STORM DRAIN STRUCTURE IDENTIFIER ❑ Environmental Existing Disturbance Proposed to the building & lightpoles. LL. `.. type of construction under Table 507 ofBOCA. V22. Approval of this plan shall expire three 3 ears from the date of the approval letter. Features Acr a e Allowed Disturbance 2. All lights will be shielded or directed to prevent glare on 4 L! ti 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits Plans must show all PP P P O Y PP --g- g P g ,� � Cry LIGHT POLES - - 1 o neighboring properties. ingress/egress locations to the exterior per C480117.1-92 and meet requirements of Chapter 17 of BOLA, V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDDT, Floodp/ain 0 acres 0 /o D /o d 4. Maximum slope across handicap parking stalls shall not exceed 2%. All required egress doors shall be accessible to a min. exterior area for assisted Lakes & Ponds 0 acres 0% 0% 3, Outdoor trash receptacles will be in an enclosed six (6) foot W rescue section 1003.2.13.71BC. Note fire ratings around this door ff this section is utiized. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria, o o fence. Z e LOCATION OF TEST PITS Wetlands >1AC 0 acres 0 /0 0 /0 4, Thisproject will not disturb an environmental features as 5, The 2000 International Building Code must be utilized for building design. Final approval of guardrail layout to be given by VDOTafter grading is mostly complete, Y � Sinkholes 0 acres 0% 0% defined by the Frederick County Zoning Ordinance. ry ® LQ _;z Natural S. W, 0 acres 10% 0% 5, The owner will be responsible for obtaining or granting C� ti FIRE L TRIP A Retention Areas easements shown on this plan, W W EROSION &SEDIMENT CONTROL FEATURES Steep Slopes >50% 0 acres 25% 0% 6, Easements will be recorded and copies sent to the parties ® k P Y 9 P Y Woodlands 0 acres 25 /0 0 /o Involved. CJ C3 1. An inspection b the Fire Marshalls otflae will determine where curbing must be armed el%w, o o Z �a a, 7. All utilities that will service this site must be placed 1-Z -4 Cr INLET PROTECTION �j 1p 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. 1TE AM PEAK HOUR PM PEAK HOUR underground ``�� 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall, O lv tit CODE ITE USE AREA IN OUT TOTAL IN OUT TOTAL ADT o � OUTLET PROTECTION O p 4. Burning brush pf/es of natural vegetation requires a permit, Burning construction debris fs prohibited. .�c 5. Emergency vehicle access must be provided at all times Fire hydrants will be always be left unobstructed. 710 GENERAL OFFICE 7,000 sf 9.5 1.3 i0.8 1,8 8.7 10.5 771 APPROVALS`n`' 1 3®®6 CHECKDAM CD RESPONSIBLE Hours of operation 8 AM to 5 PM DIVERSION DIKE DD Frederick County Zoning Administrator Date DATA TAKEN FROM THE L T,t MANUAL 7th EDITION Frederick FENCE W/ WIRE SUPPORT WF NAMELANDSCAPING NOTESFinal Site Plan Approved by Frederick County Planning Department Reviewer Date d SILT FENCE W/O WIRE SUPPORT SF CER TIFICATI® #o 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. Landscaper must stake and guy all trees Stake locations must avoid ut1/fties County g pp () Y P pp ~v- E��, DATE 2. Frederick Coun Zoning Administrator approval expires at five 5 ears from the date of site Ian 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: MARCH 17, 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 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a SCALE: n/a 2. Note: An on -site re -construction meeting is required with the Owner Site Contractor, Public Works, & Designer prior to commencing an 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 CONSTRUCTION ENTRANCE CE P g q g P g Y 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and FILE NO. 0181 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. SHEET 1 OF 4 R1.-1 30" x 30" , R1-3 R1" 284 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. On low - volume local streets and secondary roads with low approach speeds, a 24 x ?d inch size may be used. -v[ a multiway stop mtersectior. rsec 2R-�, . �unnlementary plate (R1-3) should be mounted Just below each STOP sign. if the number of approach legs to the intersection is three it more, the numeral on the �uppiementary plate shall .or respond to the actual number of legs, or the legend ALL -WAY (RI-4) may be used. The supplementary plate shall have white letters on a red backgrroun- and shall have a standard -ize of 12 x o inches (R1-3) or 18 x b inches (RI-!'. A STOP sign heacon or beacons may be as r. _,onjunction %vith a STOP sigm a� described in section 4E-4. Secondary messages shall not be used on STOP sign faces. ROADSIDE SiGN RURAL DISTRICT � r r -�'r. - ROAD MINOP �ROSSR% ,p LANDSCAPING DATA Parking Lot Data Trees Requirement Calculation Per Stalls 1 per 10 Stalls 18110 = 2 Per Impervious Area 1 per 2, 000 sf 15,14412, 000 = 8 10 Green Area in Lot 5%v of 9,144 = 86819,144 = 457 sf 1 10% provided All plantings will conform with Section 165-368 of the Frederick County Zoning Ordinance, Planting Selection, Planting Procedure, and Maintenance. Trees 54-(A)-97F KIMBERL Y G. HENRY DB 671, PG 710 ZONED: B-2 USE: VACANT cN { ct ;� to o: Q fI -54-(A)-97F KIMBERL Y G. HENRY DB 671, PG 71,9 ` ZOiVCD.--5-2 USE: VACANT 54-(A)-97H BOWMAN & BOWMAN OB 680, PG 564 ZONED: B-2 USE: BUSINESS 7�7 752710 54 f � 224. 91 8g � EX/STIN REQ..24 INGRESS-EGR SS. EASEMZ,,10600 78 • r. 88 kk • ii /f t SEE SITE PLAN FOR KEE CONSTRUCTION SERVICES, LLC 1) i I j� ! `°j� ( i l } 112-06 FOR THIS SITE LAYOUT ( ; wj t 1 94-9 .,,�4 - (A) - 97J j } i NPR R&J Ail €STMENTS 7, J05000875 ZONED: B-2 USE-I.ACANT .w �a a. JAK VDOT ENTRANCE NOTE i S`- 1 T ,� �I , i ► ` 1. INSTALL ENTRANCE PER C0-1,1 SPECIFICATIONS 1 ,2. INSTALL CG-12 RAMPS IF LOCATED AND REQUIRED BY VDOT FIELD INSPECTOR. 3° CURB AND GUTTER FORMS MUST 9E CHECKED BY VDOT FIELD INSPECTOR j i ' SQ PRIOR TO POURING CONCRETE FOR GRADES Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height R8 Redbud Cercis Canadensis 2" Caliper 20'-30' Yel%w 3 y DW Kousa Dogwood Corpus Kousa 2" Caliper 25' + Purple 14 RO Red Oak Quercus Rubra 2 Caliper 50 -75 Brown j 311 LC Leyland Cypress Cupressocyparis Leylandii 4 ` tall 35'-45' Green % 121 it i ! � Ex atDc rr=681.25' 1 1 i I t rURLONG'S SHEET YFIAL 1 1t ! a}q t} (A!(Al—s7K LANDON W. FURLONG V, 08 777. PC 1870 jj 1 s 1 ZONfD: 8-2 USE. RUSNESS ( t4 jj( ; }c ! 11 i (3 1 2 I fi A �I it Co � traeto�� fo �� re ocate FHj to FCSA requirements 1� yell '' ! ,Q 'f SO I( li l 31 I i t r.Na[ , 1' .f i t a� "All }} f 1 �t l� i(i rrr a i ! i-, r; 7 Ir I I I i i s \ \ i \ i i t � ' \ 1 I i ► 4 ` 54J-(4)-3-33 LORI LINTON J020018056 ZONED: RP i j USE: RESIDENTIAL ! I 54J-(4)-3-32 �^ z z U JOSE MAROUEZ ` o , I J050026897 i Q ZONED: RP fl USE- RESIDENTIAL j I !Sz �z i o SARA ROMERO 1060006783 r ' r ZONED., RP { q USE: RESIDENTIAL i r I M rti Z tfz r j o r• 1, 1 �1 \ l` I 20' 0' 20' GRAPHIC SCALE ,11 r / 1, f � / U +� 0 C o 0 rig/ V oM� � o q N ::3 b � � y � O to w w U z O w w Q C7 ~ w z W > QZQ � a W � a w a � � W i° .0 \ O Q o 0 k.0 a DATE: MARCH 15, 2006 SCALE: 1" = 20' FILE NO. 0181 SHEET 2 OF 4 EROSION & SEDIMENT CONTROL STANDARDS EROSION & SEDIMENT C13 0) LC CONTROL NARRATIVE do 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade /s 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 ^ LL longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. Project Description 2, During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures, The This site is located on the east side of Baker Lane (Route 1200) in Frederick County, The purpose ( j applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil of this development is clear the site, route stormwater to the drainage easement to the rear, and�- intentionally transported from the project site. level the lots for future development. tD 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized, Permanent vegetation shall not be Existing Site Conditions 0 0) M o considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. The site contains 0, 631 acres that is comprised of fill material and is predominately level. A storm >- N o R7-8 HANDICAP O M PARKING SI 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step sewer receives the runoff from surrounding areas and drains to an existing 30 drainage easement a , % (12- x 18) in any land -disturbing activity and shall be made functional before upstream land disturbance takes place, through Lot 32 & 33 � U TREAT WOODEN PANELS WITH WATER SEALANT. RESERVED ,a PARKING MAY BE PLACED 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. Adjacent Parcels 'b o INTERNATIONAL SYMBOL ON ONE BLANK. OF ACCESSIBILITY ADJUSTING THE REQUIRED HEIGHT am C � C � IF REQUIRED TO ACCOMMODATE 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 adjacent parcels are business uses. J o THE ADDITIONAL LINES 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 Soils VAN :Z areas less than three acres, ACCESSIBLE The soils types determined from the USDA's "Soils Survey of Frederick County, VA shows ! REQUIRED EQEFFRIVE 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 Clearbrook channery silt loams classified as #9B, This soil is predominately a light brown shale and PENALTY $100-500 - JUL Y 1, 1gg8 sediment basin, The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, offers slight erosion hazards, However, the vast majority of the site is fill material consisting of TOW -AWAY ZONE � at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in shale, crushed limestone, and clay. runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. a Erosion Control Program i 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 k PARKING SURFACE . Install construction entrance with wash rack CONCRETE WHEEL STOP within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem /s corrected, (iF' REQUIRED) . Install wire supported silt fence HANDICAP PARKING SIGN DETAIL 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope • Install storm sewer with inlet protection TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL. (NOT TO SCALE) drain structure, a Grade site and seed all exposed surfaces immediately upon reaching final grade �N1A �o INSTALL ON 4'XW' '8' TREATED POSTS SET 3' DEEP. General Erosion and Sediment Control Notes (VESH Table 6-1 J m � yy FENCE DETAIL N. T S. 9, Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. J © A o0 0 10, All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices ry 12' 3' MIN, 12: 1 �- 12: 1 3' MIN. system without first being filtered or otherwise treated to remove sediment, will be constructed and maintained according to minimum standards and specifications of the Jam` o "� Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and �K z �Q CG- 6 �' CG- 6 11.Before newly constructed stormwater conveyance channels or pipes are made operations,, adequate outlet protection and any required temporary Sediment Control Regulations, or permanent channel lining shall be installed in both the conveyance channel and receiving channel,i00 ES-2. The plan approving authority must be notified one week prior to the pre -construction 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize conference, one week prior to the commencement of land disturbing activity, and one week prior to the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and the final inspection. cofferdams, Earthen All may be used for these structures if armored by nonerodible cover materials, l F&IES-3, All erosion and sediment control measures are to be placed prior to or as the first step In 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream clearing, 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 STONE CONSTRUCTION ENTRANCE 14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be metall times. INSTALL GATES ONTO 6'X6" POSTS Da NOTES. 70' MIN. EXISTING 15. The bed and banks of a water course shall be stabilized immediate/ after work in the watercourse is completed. ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans r ,: INSTALL OPAQUE FENCE AROUND THE REST OF THE DUMPSTER TO y P V ) PAVEMENT 1. H/C SPACES MAY NOT EXCEED A 2q SLOPE. A . 3' (including but limited to, off site borrow or waste areas), the contractor shall submit a PROVIDE SCREENING 2. RAMP BUILT TO VDOT CG-12 STANDARDS 1 1 s. ` 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: supplements erosion control plan to the owner for review and approval b the plan approving `� 1 TREAT WOODEN PANEL GATES WITH WATER SEALANT. �\ g ty g PP supplementary P PP y P PP g J. WHITE STRIPING SHOULD BE 3 WIDE. FILTER CLOTH MOUNTABLE BERM authority. r ^ DUMPSTER GATE DETAIL 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR 6- MIN. A (OPTIONAL) a. No more than 500 linear feet of trench may be opened at one time, v 1 N. T S. MOUNTED TO BUILDING IF POSSIBLE. SIDE ELEVATION ES-6. The contractor is responsible for installation of any additional erosion control measures EXISTING GROUND b. Excavated material shall be placed on the uphill side of trenches, necessary to prevent erosion and sedimentation as determined by the plan approving authority. \W �y Prune out any dead or 70' MIN. broken branches, remove c, Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a ES-7, All disturbed areas are to drained to approved sediment control measures at all times during / all tags, labels, strings, wires, etc. from plan. *WA to, MIN, manner that does not adversely affect flowing streams or off -site property, land disturbing activities and during site development until final stabilization is achieved. -+-.._....``+ ___I Prune codominant leaders-►- DO NOT prune terminal 2-3" mulch leader or branch tips d, Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. ES-8. During dewatering operations, water will be pumped into an approved filtering device, LQ w 1 Set top of root ball t�'-N EXISTING j ►may ~ /Z-3" Saucer J / 'equal to or 1-2" Prune rubbing or 12' MW. above grade. cross branches r ` PAVEMENT e, Restabilization shall be accomplished in accordance with these regulations. ES-9. The contractor shall inspect all erosion control measures periodically and after each �1/ runoff -producing rainfall event, Any necessary repairs or cleanup to maintain the effectiveness of the `�•, Q V Remove container; use VDDT N1 AINAGE I N. f,Applicable safety regulations shall be complied with, erosion control devices shall be made immediately. W �� sharp blade to make Prune narrow crotch COURSE AGGREGATE TD SEDIMENT LQ l ;=' � • four 114 "- 1 " cuts the angles & water spouts B TRAPPING DEVICE ` I 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: 4 O J 1•t•!• .. 4: '; fen th of ball and cut a • MUST EXTEND FULL WIDTH Z Q `" `'=• , �1�" X on bottom of vehicular tracking onto the paved surface. Where sediment is transported onto a paved orpublic road surface the road surface shall be cleaned The Public Works and Engineering Department will retain the right to add to or mode these i`' •t+. '. OF INGRESS AND EGRESS 9 P P P P 9 9 P 9 f3' 10, Cr Q boll; loosen compacted Prune broken branches OPERATION 10 LA N VIEW ry roots. Remove tags and labels thoroughly at the end of each day, Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control erosion and sediment control measures during the construction process, within reason, to ensure U CONTAINER GROWN SHRUB 12' MIN. disposal area. Street washing shall be allowed only after sediment is removed in this manner, This provision shall apply to individual development adequate protection to the public and environment. Q ry Prune suckers lots as well as to larger land -disturbing activities, �, 'J W 3- MIN, / W w Cut away all bolting ropesQ !-T.cl `Tr Prune our any dead 2"-3" mulch kept � or broken branches. Remove top of wire basket away from trunk - 3• MI" 18.A11 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary Remove all tags, labels, measures are no longer needed y program authority. pp �V c~,y strings, wires, etc, from soil well to FILTER CLOTH ,unless otherwise authorized b the local ro ram author, Trapped sediment and the distUrt..; soil areas plant. l contain water SECTION A - A resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. Seeding Schedule (per section 3.32 of6'-7- Z VESH) 2-3" mulch ``yam \ .,• 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to 1.) Topsoil will be spread at a minimum depth of 4': (� Backfill soil ' r:' : =.'.: ' . '.,' - -R increases in volume velocityand peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the 2,) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square Set top of root boll '';.a r 4; 2-3" Saucer equal to or 1-2" " :', ; ;` ,• ,;; `.t ; .. '; ':. ,:::; ;:F :, :.; ; ....,. following standards and criteria: P q y feet (2 tons per acre). above grade. • Partially backfill, d 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). r--" water to settle t y Widen and scare - soil, finish 4.) Seed mix will consist of 759yo Kentucky 31 Tall Fescue, 109yo Annual Rye, 10% Foxtall Millet, and 5% wall � holes in % backfillin � � g Red Clover at 200 lbs per acre. Remove rope & burlap REINFORCED CONCRETE IN SPACE 5,) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with <; : i from root boll .: a .. a. Area for water SECTION B - B cutback, or emulsified asphalt applied at a rate of 200 gallons per acre, R:•,, Remove container and cut drainage (Pipe circling roots if or Eile could • SOURCE: ADAPTED from ,and Va. DSWC '•'." ` ` a: �' container -grown, or as be installed) much burlap as possible if Leave solid soil pedestal - do not Di hole 2-3 times Geld -grow° R 0 CK CHECK DAM g dig deeper than boll depth width of root ball. BALL do BURLAP SHRUB L Dig hole 2-3 times root boll width 2 ACRES OR LESS OF DRAINAGE AREA: Lighting General Notes: O TREE PLANTING DETAIL ! 1, Proposed Lights for this project are Hubbell RCSA-400ST 6" (400 Watt) Lights or equivalent. SHRUB PLANTING DETAIL (NOT TO SCALE) 2. Lighting must be installed so as not to produce glare onto (NOT TO SCALE) FILTER CLOTH 3 neighbors and roadway, (OPTIONAL) 4 " OF 3000 PSI CONCRETE W/ 2 " OF SM-2A L0 ' ° > (DOWNSTREAM VIEW) ` FIBER cn Lu v . •, 4" OF 21-B COMPACTED TO 8" OF 21-B COMPACTED TO VDOT #1 U Z 0 0 959' DENSITY COARSE AGGREGATE Z Ur 95q DENSITY LU Q fLOW s Q SUBGRADE FREE OF ORGANICS \� SUBGRADE FREE OF ORGANICS j'f ,� Z & COMPACTED TO 95% DENSITY & COMPACTED TO 95q DENSITY WLU Z LU TYPICAL SIDEWALK SECTION TYPICAL PAVEMENT SECTION DIRECTLY UNDER THE PARKING 2-10 ACRES OF DRAINAGE AREA: a LU SPACES SPACING BETWEEN CHECK DAMS 1.5" OF SM-2A s" 3" OF BM-2 L = THE DIS7ANCE SUCH THAT POINTS W • ' : 8" OF 3000 PSI CONCRETE W/ WOVEN FILTER CLOTH s A AND B ARE OF EQUAL ELEVATION I. C o` ,< WIRE REINFORCEMENT Qa (OPTIONAL) c( 0 o • Q 8" OF 21-8 COMPACTED TO 8" OF 21-8 COMPACTED TO Q a (DOWNSTREAM VIEW) w a 95q DENSITY 957. DENSITY VDOT SUBGRADE FREE OF ORGANICS / / COARSE `- A �_ B COARSE AGGREGATE ----}- -- DATE: MARCH 15, 2006 / \ &COMPACTED TO 95q DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 959 DENSITY FLOW d,l 3' SCALE: n/a TYPICAL DUMPSTER SECTION TYPICAL PAVEMENT SECTION UNDER `' FILE N0. 0181 ENTRANCE, DRIVE AISLES, AND LOADING AREAS CLASS I RiPRAP SHEET 3 OF 4 SOURCE: VA. DSWC PLATE. 3.20-1 SOURCE: VA. DSWC PLATE. 3.20-2 general backtill CONCRETE CRADLE 4' select ac{ fill ? O.D. fill 24' select badd'ill e' All backfill to be compacted to 95% of ASTM D608 maximum density. B' STANDARD CONCRETE ARCH I 24' select ba"I CONCRETE ENCASEMENT TRENCH & BEDDING A. 8' dia. schedule 40 at" pipe filled with concrete and painted finished grade It 18' dia. T 2 (Di �3, BOLLARD DETAIL I L---`� Both joints of the fitting shall be restrained. In addition, all Joints within the recommended length (L) on the large side of the reducer shall be restrained. SMALL SIDE JOINT RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT PVC DIP 6" 8` t0' i2' 6` 8` 10' 12' 6" -- 40 60 60 -- 20 40 40 8" -- -- 40 60 -- -- 20 40 to' -- -- -- 40 -- -- -- 20 RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6- 8- to- 12" 6' 1 8" to- 1 12- 60 60 80 100 40 1 40 60 1 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 SEP 05 -2- f� ' iv v�� -, „ , • mechanical Joint swivel we with 8' branch FIRE HYDRANT ASSEMBLY -10- SEP 05 111 CC-12 SDR 35 SDR 35 spigot spigot by by SDR 21 gasketed bell Tadapter gasketed bell 461bend Z 3' rrlydmurn =-.J SDR 21 SDR 35 8' x 4' gasketed pipe SCH 4O gasketed bell and fittings solvent Wye weld cap property line lkdshed grade location mark 38` min. stD 45' heated n W wt top6' painted 4" pipe at green minimum grade SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- SEP 05 SEP 05 1 Lr --r Lr I T_ LIn addition to restraining each joint of the tee, (1) any Joint that fails within the recommended length On the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) DOWN BEND outlets (Lr) shall be restrained. DEPTH 4 FT. MIN. A cross shall be restrained per a tees requirements for Lb. A wye shall be restrained per a tells Lr and a 461 bend's L requirement. Ld ---►) RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 f0 X 10 20 20 20 20 ►0 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb if Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TYPE RESTRAINED LENGTH OF PiPE (Ft) RESTRAINED LENGTH OF PiPE (Ft) FITTING PVC DIP DEGREE 6" 8' 10' 12' 6` 8` 10` 12` 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 2215 20 20 20 10 20 20 20 20 11.25 20 1 20 1 20 1 20 20 1 20 1 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 -3- finished grade & Valvcc, Inc. �Co d�l Fig. No. n 71 BOB with lid marked sanitary SDR 21 sewer main SDR 21- �, concrete skid pad 18' dia. x 8' deep 4" stone Panella Model PA4SV-CSK (41 cast Iron cieanout cap with braes plug having a countersunk square head - SDR 21- dearW pipe 1.-brick base Sf)R 21 45- band 6'stone bedding SEWER CLEANOUT P£RM15S(BLEE A I Y I xx STREET APPROACH SAME CMIT5XICr10N 05 DOWELS, 8- LONG SURFACING AS MAINLINE UDOe+T {, a 12" C-C W A ROADWAY _ IRANUS TO BE A5 41, W!� MIN. SHOWN ON PLANS) C C V I I^ _ _ - - _ - �.- (RADIUS TO BE AS 412Yp RADIAL OMBINAT N SHOWN ON PLANS) :t 10tt CURB ANDGVt TER M x. MAX $ - - - iST'D. �. n, In 1 1 2' - P I CLASS 1,3�,` , ti. .. n, • ►. ,t TRUNCATED DOMES SIDEWALK I I ( (H.E.S,). > e. • a, . b. • e. - .leiSEE SHEET ) OF' 4 FOR: DETAILS 6" I I FLOW LOPTIINE 6„ CONCRETE - A TYP[CAL DESIGN ---- �- J FLOW 4',0" EXPANSION 40INT i EXPANSION JOINT SECTION C-.0 _ _ o. BACK OF 'CURB. 124 MAX:. 48�1 MAX,. NOTE. wK)TH "B" 2•,O" OR AS ' -MAINLINE ROADWAY 201 I SHOWN ON TYPICAL SECTION. A -J �zI SECTION A A 4' SIN y cs? FLAN VIEW PERMISSIBLE . CONSTRUCT GRADE CHANGES. WITH A PARABOLIC CURVE, CONStRUCTkON ' JOINT THE ENTRANCEN THE OACCOMMODATE T TURNINGREQUIREMENTS DF ANTICIPATED P RUCK- TRAFFIC THE DEPTH FOR SIDEWALK CURB , I D , ... _ • , � . . • - . �, - .. » , 10'PARABOLIC C CURVE T RAMPS WITHIN THE L1k1T5 OF THE-RADgSWOULD BE I B N 10,1 MAX EDGE OF SHOULDER OR 8 yy;. MAX, D INCREASED TO 7", SECTION B-i3 OPTIONAL FLOW LINE LOPE CHANGE (� _ - _ _ - WHEN' ST'D. CC-1115 USED FOR ENTRANCES BUILT M NLWE R AOWAY IN N TI WITH V T PROJECTS, AI 0 �'- CO JUNC (k1 T DO.PLEASE NOTE FOR GENERAL NOTES ON THE DETECTABLE WA RNtTiG SURFACE, AL 1:ERATIONS nix M, ..-- D NOTE THE FOLLOWING; SEE `HEFT iOF 4: SLOPE CHANGE'` 4,�" * * MAINLINE PAVEMENT SHALL BE CONSTRUCTED 5,MN,- a0'MCONNEC T.14 ET TO THE R/W LINE (EXCEPT ANY SUBCRADE TIO A 4'SOUARE LANDING STABILIZATION REQUIRED FOR MAINLINE O'DES AREA OUTSIDE OF IRABLE FOR COMW4RCIAt PAVEMENT WHICH CAN BE OMITTED IN TRAVELWAYSHALL ENTRANCE THE ENTRANCE.) I Y- �� BE PROYIDEO WITHIN SECTION A - A THE MARKED `£ RADIAL CURB OR COMBINATION CURB CROSSWALK AREA.. 5 AND GUTTER SHALL NOT BE .CONSTRUCTED 0 x GUIDELINES FOR GRADE CHANGED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES, �'• d �� WHEN USED IN CONJUNCTION WITH STANDARD (� I„ U... SAEC6K'.111U•I eLFO+Cr(cE 105 502 SEP 05 SEP 05 CG-tl 1/1 ENTRANCE VOLUME DESIRABLE MAXIMUM STANDACG-3 OR CG-7, THE CURB FACE ON THIS MATCH THE IS TO BCO CROSSWALK O GR�?SWAj K !! it HIGH (MORE THAN 1500 VPD) 0 % 3 % MOUNTABLE CURB FIGURATION . SEE STANDARD CG-12 FOR CURB OEStGN i�Jt t}SSiiALFC TYPICAL PLACEMENTMEDIUM (500.1500 VPD) s3 z 6 x .RAMP TO BE USED WITH THIS STANDARD, TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT JNTERSECT1CiN LOW (LESS THAN 5D0 VPD) 5 6 x 8 X ,K PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE WITHIN CROSSWALK WITHIN, CROSSWALK DRAINAGE ACROSS THE ENTRANCE. (WITH: BUFFER STRIP) OPTIONAL rLOWLINE MAY REQUIRE WARPING OF A THIS DESIGN TO BE USER FOR CONSTRUCTION THAT ANCORPORATES WIDER SIDEWALK. LANDING PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. (46, WOE) REQUIRED AT TOP OF CURB RAMP, MINIMUM CURB RAMP LENGTH 8 FEET FOR NEw CONSTRUCTION, 6 FEET FOR ALTERATIONS. - SKET 2..OF 4 CG-12 DETECTABLE WARNING. SURFACE $REFEREN E REFERENCE METHOD OF TREATMENT- TYPE A (PERPENDICULAR) APPLICATION CONNECTION FOR STREET INTERSECTIONS NE.* 7/05 502 AND COMMERCIAL ENTRANCES KV. 7/01 VIRGI NIA DEPARTMENT OF TRANSPORTATION 203:fl5A VtRGINA DEPARTMENT OF TRANSPORTATION 203.04 finished DOWN BEND RESTRAINED LENGTH UP BEND DEPTH Vertical offsets contain down and up bends. `G On down bends, one joint faces horizontal and the / other points down. On up bends, one Joint faces horizontal and the other points up. Each aide of any vertical offset bend shall be restrained. In addition, any Joint that falls within the recommended length on each UP BEND RESTRAINED LENGTH side of the fitting shall be restrained (Ld, Lu). RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 Ff. MIN. 5-12 FT. 4 FT, 1141N. 5-12 FT. SIZf/M'E DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE/TYPE DEGREE OF BOW Ld (DONN) Lu (UP) 6- PVC/DIP 45, 225 & 11.25 20 20 10' PVC 22.5 .t 11,25 20 20 81 PVC 45 40 20 10" DP 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11.25 20 20 12` pw/laP 45 40 20 8" DiP 45. 22.5 & 11.25 20 20 12' PVC 22.5 & 11.25 20 20 to- PVC 45 40 20 12" DP 22.5 3 11,25 20 20 0 METER BOX and COVER METER SIZE METER BOX METER BOX COVER Wx 314' or 3I4' 18 in, Dia. Non -Trait 74M32CR0 Traffic A32HH-T 1• 24 in. Dia Non -Traffic MC-30 Frame WITH RML-1-T (Top Lid) Traffic I MC•30 (FiSmoi WiTH RML-12-7 (Top Lid) heated 2'x 4' with meter box top 8' painted blue finished and cover rode 9 I-�-•sldewaik--.-I- S ft 24' 1 i , \ 1 . \ \\� : meter \ by .. 3' stone 18'-21' \ F. .S.A. g� surrounding box .: 8'- o" fi r} 4W / 1' CTS \� polyethylene ° 45.. ' : •' 12" psi witit1'I(�ktserta ? \ at all cwnnackiota ` :'. •' :.:1: saddle" with Corp ` 'Opposite Side r; ::.... 12 gauge • /• /• / • / Insulated copper Same Side 1' coupling wire for line (PJ X FIP) C14-44 tracing, taped at with SS Insert and 10 toot Intervals MIP plastic plug COPPERSETTER smoter Opposite Side Same Side Wx314' VBHC72-18WD44-"B4 VSHC82-10WD-44.44-B4 31V VSH072-ISWD44-44-84 VSHC82-18WD44-44-B4 1' VBH074-15WD44-44-B4 - N/A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to inotailatlon. 2. Water service crossing sheet a) Encase In 3' diameter SCH40 PVC or SOR21 pipe. The piping shell run from one toot beyond sidewW across the street, to one foot beyond skWm&. b) Install 12 gauge Insulated copper wire (for line tracing) from corp. stop to Into the meter box [wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot Intervals; come up Into motor box and terminate level with angle bell valve). 5/8' x 3/4", 3/4' AND 1' METER INSTALLATION -7- SEP 05 VERTICAL OFFSET RESTRAINED JOINTS 3 OF 3 -4- SEP 06 TURN LANE PROFILE LO N W �N `^J em CJ N, ";I- W I� V--�o �- o W 14. 75 ' 12" OF 218 -- � �-- 6.0' 1.5' concrete pad . T-W dia. x 8' deep finished grade 4" atone---r screw type adjustable valve box 4W min. location marker stone valve joint restrai restrained to .:: main } :... stone L 16, to 24'----»� 8'x 8'x 18' solid block (for valves 12' and larger) Note; this detail is also used for butterfly valves ENTRANCE PROFILE 17.75 18.0' 4% PQ•1 ND PONt-CTION OF PIPE ASOVE GRP.O. p LINE, TOP of FILL -,s -top, Or Fri . rap bF FILL-;! GR011y4-Lit H - - - rGROUM LiNE N ORDUNO LwE N rrrrrr rrr'rr rrr ri. , �.%1r r- EARTH D•2^ ,r, IN rr ROCK UNYIELOItNG y EARTH ) d..s ►y d ' d D/2 1 7 BEDSWG _ MATERIAL la: MR 1110,. n3EDDNG X MATERIAL=.[p BEDDING PHR X D-w1 1i :CC''y- 4 MIN7. r1/IO D :..' MATERIAL X MIN:B" MAX, 24" F..OUNDATI(3N SQFT,,YIELOIN G:,:,OIZ NORMAL EARTH FOUNDATION ROCK FOUNDA710N• OTHERWISE UNSUITABLE' MATERIAL Pi E PROJECTION ABOVE: GRQUND."LINE. ra MIN. t5 >< D �I MIN. t5 x D 1 MN::.is x D MIN 1:5 D Nix, ■ a 1 MIN, 18 x'O� TOP, OF i TDP DF.fllit F". TOP•9F:FLL _-N- - p 14 _ rrrrrrs rr� rrr �j�� = „= rrr r �' " r r ry � r rrrrrr - r rrrrrr? rrry ' rr�rr .---- _ - rirrrrrrrrriir rrrrrrrrr.'rrrr - rrrrrrrrrr'rri rrr?rrrrrrrrr rrrrrr 6LIRNGEu. No a� rrra!�rr' r-rrrrrri 'GROUND INE d D12- 11 ..EA - � I�R ..BEDDING MATERIAL SIG 1&N 1/l0 D SOIL (L"�_ �b MN. 1f1D a1: r�. X:! - '_ D -y,` xq,. . '::: MATTER EARTH:: �OD(NC ll .°.. PER ' �` Vv, NtDRMAC. EARTH F(iU1VDA1ION r aF." ►a . { OQX FOUNDATION FOUNDATION SOFT,: YIELDING, OR ,... x; 2a" OTHERWISE UNSUITABLE 'MATERiAt BEDDING MATERIAL IN ACCORDANCE WITH SECTION 3D2.Of THE.ROAD AND BRIDGE SPECIFICAT10141, M. REGULAR BACKfILL MATERIAL IN. AGGOFtDAItYYCE, WITH SECTION-402 OF THE ROAq'AND,6RILIGE' SIVECIFlCATIONS. CLASS .I aACKFILL MATERM 1N A coRDANCE WITH'BECTION 302 OF THE ROAD iND BRIDGE SPECI Ff 1i CCdA1T IO NS: EMBANKMENT NOTE'MR PLASTIC PIPE, THE LIMITS OF TAB: CLASS I BACKFILL MATERIAL SHALL BE " cXTENDED, TO !V 'ABOVJ '. THE TOP OF ::THE PPE: SHEET I OF 4 gfff INSTALLATiO W OF PIPE' lL ERTS AND STORM SEVii GI,RGULAF2 PIPE: BED.DIIWC AND BACKF'IL.L - IViET.:HOG7 )'A" JD2 3D3 REV. 1 104 VIRdINIA O7EPAt2TM. N OF V ANSPORTATION - 107:01 GATE VALVE -a- `Q J CL 1 M k CID 01 C) Q C O O to to C Q U Iz 0 to V) L` ti q 4tto C A ._! EN) t7 ,�N1A JJ.• AN aO 1�C7 b� r-4 N _ In o� SEP 05 del 0 PC�O PT�1.1■ NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2.CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & CUTTER HAVING A RADIUS OF 3DO FEET DR LESS CALOW FACE OF CURB)SHALL BE PAID NATION CURB of CRITTER. 4, FOR USE WITH STABLED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 8. THIS CURB MAY BE USED WHEN DESIGN SPEED 5 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR 2° R LESS IN DEVELOPED URBAN & SUBURBAN LU LLd AREAS, IF THESE DESIGN SPEEDS ARE ~ EXCEEDED STANDARD CC-7 IS REQUIRED. / p O (LU D ti < p p p t, p P P P P P W d p p a 7" LU • P ` P P P ' P . P cl� P A P P P . p p a p p W n. P P P `--- --` THE BOTTOM OF THE CURB AND " J 7 GUTTER MAY BE CONSTRUCTED LLJ PARALLEL TO THE SLOPE OF s" 2--0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTA)NED. THIS AREA MAY BE CONCRETE W t0 AT THE OPTION OF THE COWTRACTOR o � Q 0 QO l0 DATE: MARCH 15, 2006 SCALE: n/a FILE NO. 0181 SPEFERENCE COMBINATION 6II CURB CUTTER 105 SHEET 4 OF 4 502 VIRGNIA DEPARTMENT OF TRANSPORTATION 201,03