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HomeMy WebLinkAbout37-05 Lot 9 Kernstown Bus. Pk. - Auto Repair-Office Storage - Back Creek - BackfileLEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP v 0 � 0p EXISTING FEATURES EXISTING EDGE OF PAVEMENT _.___.._ _.__.._. _____...EX_ EP _.. _____ _.__.___ _._.__... EX EG EXISTING EDGE OF GRAVEL _.__.___. ______._..__ _-_...___._. _.___.____.._.. _- - � EXISTING CURB AND GUTTER f� -J~ y _ -�X Cu"' �` _. `'� EX. INTERMEDIATE CONTOUR - - - - -- - - 8 --- __ .- ___. __. EXISTING INDEX CONTOUR -- - - --- ,5O - ---- - -- --�- EXISTING SPOT ELEVATION ,Y ;�U. D' EXISTING TELEPHONE LINE - ; ---- 7 ----- -- -- __ EXISTING SANITARY SEWER -� S -w --- -- -- - - �__ EXISTING ELECTRIC SERVICE - --- E - - --- E c - EXISTING GAS LINE �----------- GAS -- CAS •-------- EX. i 5 " RCP EXISTING STORM SEWER ._ _:�:__ ; , M- ;�. -; - -- - -; „_;: ___- _____._.__ EXISTING FENCE LINE ;, �------• -� ,� ------ - EXISTING DITCH LINE EXISTING WATERLINE W/ TEE W EXISTING FIRE HYDRANT V& EX. � EXISTING WATER VALVE ----- v- W ~- -- --- 0V ~~~~-- ~ EXISTING REDUCER r - �--- � - EXISTING TREE DRIP LINE �_ �,�. -tip --� = 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 .� +50 PROPOSED STORM SEWER PROP. 24" ADS PROPOSED SANITARY SEWER S S S PROPOSED TELEPHONE T - T T --- PROPOSED ELECTRIC PROPOSED GAS LINE PROPOSED WATER LINE 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by, the Authority, 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 4. The Sanitation Authority Maintenance Department is responsible for the installation of water meters through 2" in size. Before a permanent meter is set, they require; 1 the frame and cover to be properly aligned with its meter box and yoke bar; ) p p y g y 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21inches; and 4) all components of the meter box assembly to be in proper working order. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. 5. For water and sewer services that connect on existing line: (A) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. An application for service must be made and fees paid before work will begin. (8) The Authority shall furnish and install all 5/8", 3/4 ', and 1 " water services. ( �� �� C) For 1-1/2 and 2 water services, the Authority shall make the tap and bring the piping to the property line. The contractor is to furnish and install the meter vault assembly. The Authority will install the meter. (D) The Authority will install all sewer laterals. 6. When an existing water main is tapped for the installation of a new line: a the Authority shall furnish all g PP O Y labor and materials to make the tap. (b) the developer/contractor must: (1) make application for the tap, (2) pay deposit (before work begins); (3) mark the location of the tap; (4) make Tina! payment when the work is completed. 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. 8. Any water service line must have a double check -valve or PZ backflow prevention assembly, as required, installed. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a building, a remote readout is required. g' q 9. All fire lines shall have a detector double-check valve backflow prevention assembly or a RPZ backflow prevention assembly as required. The assembly shall meet ASSE Standard No. 1048 or 1047. A remote is required. V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, The Virginia Erosion and Sediment Control Regulations, and any other state, federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and 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 VDOT's January 1994 (or latest) edition of Road & Bridge Specifications, Section 104.04-C. V4. The developer shall be responsible for relocating, at his expense, any and all utilities: Including traffic signal g poles, junction boxes, controllers, etc. owned by VDOT or private utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items, which .may be in conflict with the proposed construction activities. VDOT approval of this plan does not relieve the developer of this responsibility. V5. Design features relating to construction or to regulation, control and safety of traffic maybe subject to change as deemed necessary by VDOT. V6. Prior to initiation of work, the contractor sha/! be responsible for acquiring all necessary 'VDOT land use permits for any work on VOOT right-of-way. V7. If required by the local VOOT Residency Office, a pre -construction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies, and VDOT prior to initiation of work. V8. Contractor shall notify the local VOOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for an inspection. 9 q Y P V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Vir inia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained throughout construction. VIO. 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 VOOT right -of- are to have minimum 36" cover and g p p q y when possible are to be installed under roadway drainage facilities. V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow materials, and undercut areas shall be inspected and approved by VOOT Inspector prior to placement of fill. Where CBR testing is required, a VOOT Inspector shall be present to insure the sample obtained is representative of the location when soil samples area submitted to private laboratories for testing. The samples shall be clearly marked and labeled as belonging to a project, which will be accepted by VDOT, and that testing shall be conducted according to all applicable VDOT standards. g g PP V14. All roadway fill. base, subsurface material, and backfill of utilitylstorm sewer trenches shall be compacted in 6" lifts to 95 °l� of theoretical maximum densityas determined b AASHTO T-99 Method A within plus or y P minus 2 % of optimum moisture for the full width of any dedicated street right -of --way. At the direction of a VDOT Inspector, density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VOOT approval. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VOOT Inspector. SCALE 1 "= 2000' O oP y �Q- ooa 62a 0�9G ~ �a w ' �oaa �} ti M�ad�e �' "c a 'mac �a �a Qo° �a�' �� �' SITE titi �i �'� �� �wi o� J �, y:� q co o Q UA �w '� co o 0 � 0 �, LO +� °' � 0 Q �u > a x ,i E 4§ �, c� O V a c o � u, E .9 @� +� g � N �n a '- PROJECT INFORMATION Owner/Representative Developer Pippin Enterprises, LLC Commonwealth Design & Build c% Commonwealth Design & Build 1200 West Fairfax Street 1200 West Fairfax Street Stephens City, VA 22655 Stephens City, VA 22655 (540) 869-0309 (540) 869-0309 Property Data Building Setbacks Per Code Proposed Tax Map Number 75-((A))-2Q Front: 35 36.0 Address Prosperity Drive Left Side: 15' 18.1' Area 1.9350 acres Right Side: 15, 16.0, Existing Zoning B-3 Rear: 15 102.0 Proposed Zoning B-3 Existing Use Vacant Parking Setbacks Per Code Proposed Proposed Use Offce/Stora e/Auto Repair Front: 5' 12.5' P g P Left Side: 5' S.0' Right Side: 5' 6.0' Zoning Data Rear: 5' 7.8' Open Space Minimum 25% Use For Parking Unit Space per Sq. Ft Open Space Proposed 26.0% Office Space: 4,750 1 per 250 sf F.A.R. Maximum 1.00 Service Bays: 6 3 per Bay31 F.A.R. Proposed 0.23 Loading Space: 19,000 1 per 30,000 sf 9 P P Total Parking Spaces Required 37 Building Data # of Handicap Spaces Required 2 Type of Construction 2C - Metal # of Loading Spaces Required 1 proposed Use Office - Warehouse/Storage/Repair Total Parkin Spaces Proposed 39 Proposed Area 9,000 sf + 10 000 sf = 19 000 sf g P P P # of Handicap Spaces Proposed 4 Height Maximum 35 feet Height Proposed 20 feet # of Loading Spaces Proposed 1 Sign Data Sign Area Allowed 100 sf Sign Area Proposed 100 sf Sign Height Allowed 35 feet n Pro Sr Height Proposed 35 feet g g P ■ U k U_ Q O Cn M N O = �, CZ) 0 , C -. U O cn M E C C 0 j Q Ga � -p � C "� G �• ^o c v ` lft f �' l , I? GENERAL NOTES 1. Permits must be issued from VDOT prior to an construction in a public right -of- p y p g y. 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 all 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 9 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. All 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 95 % density followwing Method 'A' of the Standard Contact Numbers Seals and Signatures PROPOSED WATER METER 1 "WM PROPOSED FIRE HYDRANT D& PROP. FH COMMON LABELS &FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES EASEMENT LINE PROPERTY CORNER FOUND QQ PARKING SPACE TOTALS 12 ADA HANDICAP PARKING STALL L. SIGNS SANITARY MANHOLE IDENTIFIER A STORM DRAIN STRUCTURE IDENTIFIER 0 LIGHT POLES LOCATION OF TEST PITS ® 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. P 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan area proximate locations and not a// utilities may be shown. P y 14. The contractor will contain all litter and debris on -site. The work must be left in an order/ manner at the end Y 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. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed b the develo er or y p g y p , at VDOT's discretion b VDOT on an account receivable basis. Stop signs shall be thirty 30 inches tall with high intensity sheeting. The bottom of the sign shall be six 6 feet above the edge of pavement and the post shall be a minimum of four 4 feet from the edge of avement. Sin posts P P () 9 P 9 P shall be of a type found in VDOT's approved list. A copy of this list may be obtained from the district section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. V18. The developer must provide to the local VDOT Office a list of all material sources prior to construction. Copies of all invoices for materials 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 bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in VDOT's "Road and Bridge Specifications" (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stone depthsied fied and given opportunity to be present during the construction and a VOOT Inspector shall be notif testing of the density control strip. V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOrs "Road and Bridge Specifications" (Section 315) and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT Inspector shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. Approval of this plan shall expire three (3) years from the date of the approval letter. P Q. V t� �+ J W Q J o Q _ LU- U j w O , O Q V O v Y � W L� W 0 U) ro I 4J Engineering Firm: Montgomery & Associates (540) 869-0308 Surveying Firm: GreyWolfe, Inc. (540) 545-7823 Zoning Enforcement: Department of Planning (540) 665-5651 Site Inspections: De Department of Ins Inspections 540 S p p ( ) 65-5650 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 UTILITY: 1-800-257-7777 L H OF NTH OF Vr� �GP � � r -Z BENJAMIN C. v U y RY ,GATES MONTGOMERY No. 0 331 p N0. 030342 ec, �� O 7 ,/ 03 = ASS G� �yN �OQ- -tONAL D SUPRN THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. DEPAR TMENT OF INSPECTION GENERAL NOTES 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 (Storage) and the BOCA National Building Code/1996. Other codes that apply are CABO A117.1-92 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 BOLA. 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 CABO 117.1-92 and meet requirements of Chapter 17 of BOCA. 4. Maximum slope across handicap p p parking stalls shall not exceed 2 %. 5. A greas%il seperator shall be installed if a floor drainage system is installed within the repair area. 6. The 2000 International Building Code can be utilized for building design. Zoning General .Notes Maximum Disturbance Proposed Environmental ExistingFeatures Acreage Allowed Disturbance Floodplain 0 acres 0% 0% Lakes &Ponds 0 acres 0% 0% Wetlands >1AC 0 acres 0% 0% Sinkholes 0 acres 0% 0% 1. Exterior lighting will be provided by wall -pack ng & lightpoles. i lights attached to the buildor directed to prevent 2. Al! lights will be shielded glare on neighboring properties. 3. Outdoor trash receptacles will be in an enclosed six (6) foot fence. , 4 . This project will not disturb any environmental features as defined by the Frederick County FIRE MARSHALL GENERAL NOTES TRIP GENERATION DATA Natural S. W. 0 acres 101yo 0% Retention Areas Zoning Ordinance. 5. The owner will be responsible for obtaining or EROSION &SEDIMENT CONTROL FEATURES INLET PROTECTION D�j ip ``mow OUTLET PROTECTION 0 CHECKDAM Steep Slopes >15% 0 acres 25% 0% Woodlands 0 acres 25% 0% granting easements shown on this plan. 6. Easements will be recorded and copies sent to the parties involved. 7. All utilities that will service this site must be placed underground. Z 0 w , 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 Marshall's direction. 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. 5. Emergency vehicle access must be provided at al/ times. Fire hydrants will be always be left unobstructed. DATA TAKEN FROM THE I. T. E. MANUAL 6th EDITION BUSINESS PARK (CLASS 770) 12. 76 PER 1, 000 sf X 19, 000 sf = 243 VPD's APPROVALS RESPONSIBLE LAND DISTURBER DIVERSION DIKE DD SILT FENCE W/ WIRE SUPPORT NAME: LLJ LANDSCAPING NOTES Frederick County Zoning Administrator Date SILT FENCE W/O WIRE SUPPORT SF SEDIMENT TRAP ST CONSTRUCTION ENTRANCE CE CERTIFICATION #: 1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. 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 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 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 approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. Q 1. 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 approval of the owner and the Frederick County Planning Department. DATE EXP. DATE: SEPT. 1, 2003 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing any site work. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. SCALE: N/A FILE NO. 0110 SHEET 1 OF 5 765 - ___._ ___ _ �_.___ _ -__ ��� ( T _. _, __.___ _ __.-__ 765 T- -"I i R7-8 HANDICAP �- �- , , �_ Prune out any dead or broken broaches, remove all tags, labels, plans, wires, etc. from plan, Parking Lot Landscaping Data u- o 1 i i PARKING Sl „ 3 MIN. l2: 1 12: l 3 MIN. Prune codom/nont /ead�rs� DO NOT prune h tips leader or branch tips '2 -3" mulch as oaofrroat26a/r 2-3' Saucer '= Per Cade Propose 950 -Perimeter p 0 M O 1 ! f f ' 1 ! • RESERVED PARKING MAY BE PLACED /� CG - 6 C - 6 Prune rubbing o�` cross branches q �j above grade. a o •;,,�, Interior 1 Tree per 10 spaces 3.9 4U1 00 co - - - --- ' - 760 -- -- - - - - - - -- -- - -- 760 INTERNATIONAL SYMBOL ON ONE BLANK. i t¢J ����, Remove container, use blade to o ,--- � ;- � 1 OF ACCESSIBILITY ADJUSTING THE REQUIRED HEIGHT Prune narrow crotch angles � water spouts !�'yl 4�+�•y sharp make ;4 ra1,. �, ,• • four 114� 1" outs the '9T d; Ian th of boll and cut a • '-'• ' Total Impervious Area 1 per 2000 sf 32 v v 1YI Z p Q V I j I j I IF REQUIRED TO ACCOMMODATE THE ADDITIONAL Remove togs and labels_ Prune broken branches t i �� ` l v.t{rZ,� ` 174 x on bottom of !'^'• T' • 1' boll; loosen compacted 63 750 sf w - _ - ---- I 4 .. i LINES j Prune suckers CONTAINER GROWN SHRUB Percentage of Green 5% 6.8% S 755 ___. __..___._____.---I- 75� _ II tl„ i i 8 SDR-35i � i VAN ACCESSIBLE k Q � Cut away all balling ropes Remove fop of wire basket P 2"-3' mulch kept away from tank So!/ well to contain water Prune out any dead or broken branches. �- Remove all togs, labels, strings, wires, etc. from p/ant. Area in Parking Lot 1, 972 sf 2160 sf ,,,,, LO �, U, �� cn O INN � CCNVV (n V PENALTY $100-500 REQUIRED ; EFFECTIVE DULY 1, 1998 �` '"� "r •`;"i;-'t<'"'�' • � 2-3" mulch TREE -Dogwood (Corms Kousa) - 36 PROPOSED OTHER DECIDUOUS SPECIES MAY BE SUBSTITUTED > c � a) � � :�' E �. I { � � I TOW -AWAY ZONE Z i,.• " ^' •'. ... ` eacldill soil : f : Partially backflll, Set top of root boll 2-3' Saucer uo/ to or 1-2' %-- °� ', ova rode. g0 WITH APPROVAL OF FRED. CO. DEPT, OF PLANNING 2" CALIPER AT TIME OF PLANTING 1 U C C: p �' � E 750 -_..__ ___ _.__ _-. _ ___ f r. _ ___ �__.I �____._ _.__� 750 1 � 1 _J V D r- -- Widen and score water to settle soil, r'nish � �;e` •�' "n,+• .� O SZ �j { 1 Z { Q i m i I I W ; NO I C J . holes in wall � ' �,Sy• Remove container and backfilling Area for water drainage (Pipe � �' h' � 1� l� dw t J �4n} '; Remove rope do burfop �� ti f from root ball, • ' + g Y •� SHRUB - BOXWOOD - 7 PROPOSED O � C3 Q1 .3 '- U w! k Q + a i �u `� I Z � i Q 3 ��� PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) 7. H/C SPACES MAY NOT EXCEED A 2% SLOPE. 2. RAMP BUILT TO VDOT CG- I2 STANDARDS. out circling roots if or file could container -grown, or be installed) as much burlap as Leave solid soil pedestal - do not possible if fleld-grown dig deeper than ball depth t*} Wt, 4.+, e' 1k;'•' y,� Dig hole 2-3 times (HEADLIGHT SCREENING) 24" TALL AT TIME OF PLANTING 745 _. ___..._____.._ ___. __...._.Q._-__.__._. _.___.�. ... .. _ k __.._.___. __..__.� 745 CO 3. WHITE STRIPING SHOULD BE 3 WIDE. Dig halo 2-3 times root bail width width of root boll. i HANDICAP PARKING SIGN DETAIL BALL & BURLAP SHRUB Q I i I += (NOT TO SCALE) 4. H C SIGNS TO BE SET 3' BEHIND SIDEWALK » 2 OF SM-2A W i o o �, N 0 o I Z i� oio, o;Q; � m 0) w OR MOUNTED TO BUILDING IF POSSIBLE. TREE PLANTING ( NOT DETAIL TO SCALE) SHRUB PLANTING DETAIL o a �Q� �. Q o �•• o o �- � � +,+� �,, o { o j o; z � (NOT TO SCALE) 6" OF 21-B COMPACTED TO O a 95q DENSITY - .- IRF 0 50 100 WA TERLINE PROFILE of j ) , 4j f ' �,,�.•- �j\ SUBGRADE FREE OF ORGANICS &COMPACTED TO 95% DENSITY UQ GRAPHIC SCALE ( Ix 1 10'R 1 i i j TYPICAL PAVEMENT SECTION FOR M ^+ = � o X w c U j ,8' PARKING STALLS ONLY -- I _- i 1, •� 368.64 l) O o 0 U 60' 75-((A))-2H I PROFFERED FIGHT OF WAY FOP FUTURE POAD EXTENSION 75-((A))-2R LOT 10 RT&T PARTNERSHIP N 59. 23 W - 26 �'� �__ - -� � � u � I I � � 1 (' 1.5 OF SM-2A a tin � -a - - LOT 1 i I ° I'd i `, 3 OF BM-2 CA.RL T 01�1 R. i -FALL/A/ ( DB 66Z PG 48 = to + ! I I� O 0) TP. 000cc9z 1�� ZONED: B-3 USE OrFICt/4vARtHOUSE a ZO11!ED: B-3 I � r USE. IaACANi SEppRITY FEN 6E WITH GATE S - 15' gRL - - OUTDOOR STORAGE INOPERABLE VEHICLES & I(" I I I i i ° j 5.5R f W w 7'R w cry d o 8" OF 21-8 COMPACTED TO Qd 95Z DENSITY rn� v° o N m QPA QUE _- : STORAGE OF AUTO PARTS IS.__�✓ �( 1 �- �^ ^ ~ _`_ ) ! \/ / SUBGRADE FREE OF ORGANICS ��o Q c n ' `` WALL, P POPOSEp� J _ PROHIBITED OUTSIDE OF A COMPLETELY ENCLOSED I I w i Ij'R J I f , / \ & COMPACTED TO 95% DENSITY �"�` y 5 a v Q1 0 H �' - - `� ` �\ i AININt 8 2 BUILDING i' I STEEL w! I i i� 4 ' 5��� ,- ( PROPpSED� j j 4 POI�LER L� j I I , POLE (I I i TYPICAL PAVEMENT SECTION FOR ENTRANCE AND TRAVEL AISLES o p J , BAY-3 BAY-4 BAY-1 BAY-2 ' " ✓ �,z / \ \ IRF\ T elePed 5 R �, .T r _ x " ENCLOSED. ( I , DUMPSrER I 1 +PAINT ROOM,', i I (( i (4i ( ;• '• � 4 OF 3000 PSI CONCRETE W/ ...• FIBER TO I . £ ` e _L I I ( ENTRANCE { I ti �� ' 1 ! u i 21 B COMPACTED 95Z DENSITY All required ingress /egress doors shall be handicap accessible. 6'R I j W ; U j \ SUBGRADE FREE OF ORGANICS i a4S 4i 7,875 sf i Repair Shop i:�..- 3 R j 13'R 1 7'R a &COMPACTED TO 95q DENSITY TYPICAL SIDEWALK SECTION ( ; 9, 000 sf total i. II I HT=20' AUTO REPAIR I 1 { i { I " �' i i FF=759.33' Z i IN'V=740.7' to I ♦EXIT ONLY ! i 1 I 1,125 sf Office O ij Lail f/ w! , 4 W �a C� , , ;< ; 8 OF 3000 PSI CONCRETE W/ WOVEN Phu=7 i '` z". ;A;V=753.6' II � j j I { ; I i ; 4 I ! I i I - / ��1 If/ .. WIRE REINFORCEMENT 8" OF 21-B COMPACTED TO Q p Q. i I 5' Turn -Down Sidewalk (HandicapAccessible). + j ( ,u /AVf74, g'cn i w t 95q DENSITY \ / �j\o SUBGRADE FREE OF ORGANICS Z I TAP BY ,'FCSA s. w s-S S S S� SS 195 of 1 orcem in s S S S S S S S 0 Salo Sum Stan g P r, ,� ; _ 3R O 1 ! I � � ' o 10, } W i \ &COMPACTED TO 959 DENSITY TYPICAL DUMPSTER SECTIONCS o � I-, ~ ! w c� ll (� k 0 15 L- J f 1 ( j f C� LQ TET PIT 10 R I W X X X'' U , i \ i cL, i REQ D =? i ��`' 4.5R 9 8 8 8 9 12 R ' 5R 4.5 R u 4 `" L' J `u d Y Seeding Schedule (per section 3.32 of VESH) 4-- CL_w � i _ 1 1.) Topsoil will be spread at a minimum depth of 4 ". z ti 7,,-((A�)-2' � o ,� J � �, i +► r � ,� r PROPOSED 3 RETAINING WALL ' u i o I _�, 0 i c� � 1 W, i `" W 1 ^ o 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 /bs per 1000 square feet 2 tons per O v W a � 1 LOT 12 URIDER & SHOCKEY, /I:IC. OF WV ` Q ( `� I .. 2� I m - ", .7 i I I W�w, i N� W (°' w ! ! oo ( i acre). 3.) Fertilize with 10-10-10 at a rate of 23 /bs per 1000 fn Q " 1 m INSTi? 0000013 35 Zvl1l: B-3 } # I i �' 4.5 R 128 _ I 4.5 R 5 R 8 R j W I �, 1 �' _ ( ,� o 1 i square feet (1000 /bs per acre). 4.) Seed mix will consist of 75 %Kentucky 31 Tall Fescue, 10 �- (� USE.' ;AUTO REPAR I i � i I ; F i 2 / q (I h; ! I ! "'� ,, w j ' co % Annual Rye, 10 % Foxtail Millet, and 5 % Red Clover at 200 /bs per acre. W \� i 3 (✓ LOADING AREA L� .:_... °' 3R I 4[ ' 4, i ' ( i i 1� 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 Ibs per acre and anchored with cutback, or VDOT ENTRANCE NOTES. - 1 INSTALL ENTRANCE PER CG-11' 'ar emulsified asphalt applied at a rate of 200 gallons per acre. emulsified SPECIFICATIONS. ,� 3 i �n �i L� a' 4� t: a . ` `.. .` o QZ, 14io Q ,' , 144 w W Lighting Genera/ Notes: 2) INSTALL CG-12 RAMPS IF DIRECTED BY d i o I 1 �' -' r� �-f - r� o o m c•, �I 1 W o o i VDOT FIELD INSPECTOR. ( { G4S 1 00 o o I o o o o o0 0 0 0o I o + o oo p W� i i 1. Proposed Lights for this project are Hubbell RCSA-400ST 3) CURB AND GUTTER FORMS MUST BE ! I 12. s W 3 j o o I o o o 0 0 `� o ! i o o o o o -� ro � i�o i'�'i.,___ � (400 Watt) Lights or equivalent. CHECKED BY VDOT FIELD INSPECTOR PRIOR TO POURING CONCRETE FOR GRADE. ' 2 j � i ; I W"o 2. Lighting must be installed so as not to produce glare onto g g Z ! o i L I L m 0 o 1 o I I � O 3 W 4;�`0 i ,� ) I I I 1 n i o neighbors and roadway. g y. 1,250 sf "51 HT=20 UNIT 1 i 4, 000 sf 4 BAYS i HT=20' i I I 4, 000 sf UNIT 2 i 1 HT=20' 1 4 BAYS '� � 1,250 sf HT=20 �' I o® f Q 1 { OFFICE � j WAREHOUSE { � j WAREHOUSE I OFFICE.' c•' �n.o t I w `" 1 LU I Q I i FF=759.90' 3 � ' i FF= 759.90 FF= 755.90 ! o { I i FF=755.90' 1� �'� � W I i I eals and Signatures i ACCESSORY USE � , ACCESSORY USE - , cn I ` oo tr ! o 10 o I 1000 gallon o pump tank y i " i" w i w � pF �PLTH pF I I Top=750.0' i w 4i j i i c c _ _' .__._ o- s - s -= s == s-� S5 = LA AL STUB PER AS-BU,'LTS ' 125' of 1 " Forcemain - S _ S..� =-- s s PROV,iDED ' ' S --- S s- s--�.s--- S. - s__-- _� ---�_ - s - s -_ D, _ _ 16.0 S -� O O :,: - _ _ -w - _ - R ` ' --= w i { a W ( BENJAMIN C v u4�56PEv R M NTGOMERY No. 002331 �o. 030342WV i IRF! _ w_ _ __ _ _ _ .__._ . AS --__ GA.S .,_�_ GAS - - GAS __- G,4S - --- GASG/iS -- G S -- - GLS --- GAS-_ GAS ---- GAS - - CAS --- GA5' _ :f; : G!S - L. SAS - .. 4 " GAS 0,(u �­AS , �� ---..._E, E 70' GAS ESMT EX. 20' DPAINAGE & UTILITY ESMT S 45' 50 39 E - 337.14' -!-°' _ Chi - - CAS - GAS ! O �� /�l T lltSS FS Cq O� S � ti '� DATE: SEPT. 1, 2003 ( . ..- _..___ ___ _w. f } _ !1V - f>-8" STUB--- - �_ -- -___ .____ _.__ _.___ ___ ____ ____ _ _ _� ___ _._� `�._. _-�4i�-1 -- - - EX ' i8'RCP 3 TEST PIT REQ'D ZONAL O SURv� i _J 75-((A))-2F 1 1 - i �, i I SCALE: 1" = 20 I j Ih1V=758.17' LOT 8 i W ( I THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF LYLE P. STROSNYDER, INC. DB 92 i, PG 1021 j " i W 4j I - FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 I i(� OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE SHEEP 2 OF 5 { I I { uI ZO,A'ED: B-3 + ` USE: HVAC CONTRACTOR I,i ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. j41' 7 i 765 760 755 750 745 740 0+00 770 765 755 750 745 740 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 PROFILE THROUGH OFFICE & WAREHOUSE BUILDING HOR.• 1 "=50' VERT.. 1 '=5' 0+50 1+00 1+50 2+00 2+50 3+00 PROFILE THROUGH AUTO REPAIR BUILDING HOR: 1 "=50' VERT• 1 'l 5' 96" 108" 24 24 J H2O LOAD RATING TOP 4 " INLET BALL VALVE 1000 GALLON TANK TT 'ALARM" SWITCH - 28 "— CHECK VALVE - "ON" SWITCH - 22" "OFF" SWITCH - 10" TANK DESIGN PROVIDED BY: WBS — PRECAST WINCHESTER BUILDING SUPPLY CO., INC. (540) 667-2301 FAX (540) 667-3430 3+50 CONTROL PANEL MOUNTED INSIDE 1 " OUTLET 2HP GRINDER PUMP ZOELLER MODEL 820 OR EQUIVALENT 765 760 60' PROFFERED RIGHT OF WAY FOR FUTURE ROAD EXTENSIOA1 755 <�- 750 745 �\ \ IRF 740 1 4+00 770 75-((A))-2R LOT 10 P&P4TA�,RSHIP DS 662, PG 48 ZONED: B-3 USE: VACANT 20' 0' 20' GRAPHIC SCALE i OSSD 6 OPAQNE SE PROS 9,000 sf total ! 7 I 59 Q I HT=20 ! � �'' i AUTO REPAIR r 59 I FF=759.33' ! I / ! 59 1-- x6 4.8' ! ' �I 591 i' 1 S�'uH 16 6 RI1V=�6i.6 I ii ~ ! l/ ,'V= 753. E < 1 61•; -- I I % 60� 4 c'0 TAP BY FCSA �_ «("' Z .;1. 58 58-4 584 61 , $ s s s s s s s w 195' �F 1 " �rcem in 765 � ('� 1 _ " `� \ TE ] PIT ! I W 1601+8� 760 755 X 745 ;I i 740 !! 4+00 I 96 " ZOEr tR ZOEL� fP� EENGIT7ErRED Lf!>' L"• PRODUCTS LOUISVILLE, KY. LOUISME, KY. PUMP INFORMATION PROVIDED BY: JNO. S. SOLENBERGER & CO., INC. (540) 662-3457 832 BERRYVILLE AVENUE WINCHESTER, VA 22601 58 L�j {p I I vo Q rL + 591 1, I i !! ti �62.G , , I WV 59-5 -4 /- 595 ' c E E° uv',? ° his " 62.2 ��� I ! i I W r , %�> o �«, cQ'i' o o 1 �L (� 52, 0 - o ! ! ! 1 1,250 sf �r UNIT 1 1 I 4,000 sf ! f HT=20 4 BAYS I I HT=20' f OFFICE r! I WAREHOUSE 9 58 FF=759.9FF-759.90 ! 62.3' its' v 3 ! fi l� 1! i ACCESSORY USE 59-6 62. + f 1 Forcemain SE' A B . L,4 TERAL PEP, JI� ! S PPO ✓iDED 757 i;�'V E P ---XBE- _ �._ T-����- 4»GA p Wit' - _— — SAS GA.S — --1 GAS AS — ; i IRFI .. Wv3� r ..,..�.._,F,u��'` 6.r{�B-: - _ __ _ ~ ` w - EX 70' GAS ES/ r-7 , __ — _ EX 18 "RCP , ! \ , - i TEST PIT REQ D 62. FIRE MARSHALL NOTE.- BUILDING AND PROCESSES SHALL MEET ALL REQUIRED BUILDING CODES AND REGULATIONS AS WEL AS FIRE PREVENTION CODE REQUIREMNTS INCLUDING CHAPTER 13 APPLICATION OF FLAMMABLE FINISHES AND CHAPTER 32 FLAMMABLE AND COMBUSTIBLE LIQUIDS IN THE 1996 EDITION OF THE BOCA NATIONAL FIRE ! , PREVENTION CODE OR THE 2000 EDITION OF THE IFC. SEWER PUMP TANK 1. THE 1 " FORCEMAIN AND THE TANK ARE TO BE SET BY THE SITE CONTRACTOR. 2. THE SEWER LINES FROM THE BUILDING TO THE TANK AND THE GRINDER PUMP ASSEMBLY WILL BE INSTALLED BY A LICENSED PLUMBER. 3. THE PANEL BOX AND ALL WIRING FOR THE PUMP AND ALARM SYSTEM MUST BE PERFORMED BY A LICENSED ELECTRICIAN. L PUTAP PERFORMANCE CURVE. MODEL 82G I. i !z _ � s i GAILMw L—,3— c n sa tr _ F; 4P-7P k%07- 260 W - 36$•64, N 59. 21 IRF, ` �4 .�. I v I r ! � I STEE� L POWER. �1 POLE jl' ► _ i' � , � i J W I � ! r ,W � i �W I/ f / l;1!V=74C. 7 I , I k. it ' i;'I 1 "c'oI I ( I! I 1 ha w� I1c l l �4� I f �6 i W ' �r or w ! W'I N („ f 1 (I w (I !f ( 1 1 1 f ! \� ! W 15 BRL _ ._ 42.5 16 _j 1 I rs ,ti5 -- c#� — ras -,-I- GAS;;- Ex 20' D ARir�r4GC`&�T�EI s>� i S 5'�50 ti3 EE - 33 � f =+i 75-((A))-2F LOT8 L YLE P. STROSN. YDE? INC. OB 921, PG 1021 ZONED: B-3 w , LLy USE: HVAC COPJTRACTO,R TAPER PROFILE N W 0o W z) 0 I N L4_ ! W f W W I W j j W �U N 1 mC o I �LQ W l U �C W 4" X 1 " SDR-21 REDUCER 4" SDR-21 SEWER LATERAL .,.— I" SDR-21 FORCEMAIN • 2q MIN. SEWER CONNECTION DETAIL —tT,�- !� k 1 1. 9, 12" OF 21 B--� �--- 12.0' 3.5' 2'-7"(CG-6) CL cV Lu W Q 0 ILu m� W �mN"t � o 59 ENTRANCE PROFILE 's and Signatures 1 H pF V o BENJAMIN C. MONTGOMERY �o No.030342 �u,� c' �Fsslp �Gti TH pF v R , OATES No. 002331 L 3 1��10 �yo > 0 \CO N O CO 0O Lo LO T (C\j oNZ �<O � o UQ� LCA+) 10-a 0) M Fz N�q@�Roo i v a,o W 21)L (ZowZt �I NAL DATE: SEPT. 1, 2003 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES, ANY DEVIATION FILE NO. 0110 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 3 OF 5 EROSION & SEDIMENT CONTROL STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin, The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The 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 stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backblling 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: EROSION & SEDIMENT CONTROL NARRATIVE Proiect Descriotion This site is located in the Kernstown Business Park on the west side of Prosperity Drive. The purpose of this development for the construction of 19,000 sq. ft. of buildings to be used for offices, warehouse, and auto repair. This development also has parking and drive aisles for access. Existing Site Conditions The lot is a vacant field with brush and an existing regional stormwater management pond installed and maintained by L.P. Strosnyder as shown on their site by others . Adjacent Parcels The areas to the north are occupied by a HVAC company that is still being constructed in phases. The area to the west is a railroad and overhead transmission lines. The southern parcel is vacant woodlands. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA"shows Carbo-Oaklet rocky silt loams classified as #6C. This soil is predominately yellowish brown silt loams over bedrock and offers 'severe` erosion hazards. Topsoil on this site appears to be 9" thick with several rock outcroppings. Erosion Control Proaram • Install construction entrance with wash rack • Install diversion dikes • Install rip -rap arc around stormwater management pond's outlet • Install ditches with check dams • Install culvert with inlet/outlet protection • Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land 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 supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8. During 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: The Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. 755 750 745 740 755 750 745 740 0+00 0+50 1+00 STORM SEWER PROFILE HOR: 1 -50' VERT- 1 "-5' 50' PROFFERED RIGHT OF WAY FOR I 75-((A))-2R FUTURE ROAD E%%EPJSIOI;10 75-((A )) 24 I RT&T PARTNERSHIP LOT I1 I I D8 662, PG 48 C4RL701V R. NEWLIPJ ZONED. 8-3 INSTR. 000009218 I USE: VACANT ZONED: B-3 USE: OFFICE/lI/AP,EHOUSE FP n �' w� ass j r / � I r / I 75-((A))-21 LOT 12 CRIOER &. SHOCKE✓, INC. OF 1fV IA/57P.. 000007335 ZONED. 8-3 � USE: AUTO REPAIR '• � � ! � I � b I I i 01 i I I pp# ' W BVII 4 T j 1. ! ! 3t li -BUltTS PROVIDED } ;I I I J57 Stone ELEV=744.0' FLOW -i T .1 VARIES EX. GRADE LENGTH 44' EC / RIPRAP RIP -RAP ARC DETAIL TO BE LOCATED IN EXISTING POND Stormwater Management Pond Note: All accumulated sediment shall be removed from the stormwater management pond at the time of final site stabilization. As part as of final site stabilization, grading and seeding the pond will be necessary. Culvert Droinaae Anolvsis Drainage Area = 3.4 acres Tc = 5 minutes Intensity = 6.8 in/hr (10-yr) C = 0.75 (Industrial Area) Q1o=(3.4)(6.8)(0.75) = 17.3 cfs OUTLET PROTECTION CULVERT SIZE Q ti 10-YR WIDTH A APRON LENGTH WIDTH B STONE AREA SY 1 24" 17.3 cfs 6.0' 14' 24' 6" ,56.7 765 760 755 75-((A))-2F LOT 8 LnE P. STROSNYDER, INC. D8 921, PG 1021 ZONED. B-3 USE HVAC CONTRACTOR I � 51- " TALL X 12" rHICK WALL I �4r � j X 12 THIC i I FO0TER I i i �^ ,i L i Lr) 11 j4 765 760 755 0+00 0+50 1+00 1+50 2+00 RETAINING WALL PROFILE HOR: 1 _-50' VE-RT• 1 '-5' 1 I 1 I W+W >M t-4# 0 oU_ O N (=)C 0 O UJ00 (0(0 o 0 Lo 0 (n Z cfl ° Z > c E c o ti a) CIO N �@J O Q r (n CA UU O k � M O Q) N O o a o 0) C: o 0 L N Q > @J cti v � v n O C: C _- W W ! W� it' 1 z V (� V / ti W 14, Q II I'1 1 W o �:Z) Wi( WiW Z� 04�0 30' 0' 30' cWn •J Y L wLU W GRAPHIC SCALE p O v C) W ^ r�`' V1 Zt m W 12" FINAL WALL DESIGN WITH REINFORCEMENT TO BE PERFORMED BY ENGINEER Is and Signatures \_7 OF VI BENJAMIN C. y �o No.030342 LSIONAL _ �P,TH 700 I Gf v GARY R, OATES No. 002331 _ U _ THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES, ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, DATE: SEPT. 1; 2003 SCALE. 1 = 30 FILE NO. 0110 SHEET 4 OF 5 U LIL 0 LL METER BOX and COVER CO N A" A" « grade trench p ) 6„ 6" miinimum• minimum -`I METER SIZE METER BOX METER BOX COVER trench width p �? •', •' as required 0) general backfill L,:'•: ;,.• Non -Traffic M32C-PW CD (0 general backfill form board (typ ' "D" machine excavation limit 5/8"x3/4" or 3/4" 18 in. Dia. (sse note) %„, Traffic A32HH - T 6" dia. schedule 40 steel r :.^..t:?.t^r.(?(^) rz JJ (see note) Y.W t . t p NN.�•^Y"r 1 x(a:•sr "'.,;'v)1'Yl'Y.'•S„•rS.z..r> - (Top Lid) .•• PP an me Crete g It ', Non Traffic MC30 (Pram©) WITH RML 1 T . '• pipe filled with con ;'ii;yv:;,;;wwk r,Y9 hlys;: w;J(,•....,.•,� • a 1" 24 in. Dia. d painted yellow o..Yr;rrr.(:Yr,:ax;',{�.(�'`��;,K ��;Nfiy<� • ?L�a",l",,'�';`••Y Y.� ,, . 'B" Trafnc MG30 (Frame) WITH RML-12-T (Top Ud) '�• �: •'Lh 8" ;o''w;M1•>:•, ./•.>,,. Yt 8° 8° 8" i. j?iX' NNd '+:E ,,. ? ` ''" . a C. treated 2'x 4" with , , a ? T 2 ���5''w�?h•,�T;' ^g„1,;/, ^Y•x,•?sSY.x�t�yro:•,<•.:r meter box to 6" aintedblue N... h N ^ •.J.w P P concrete trench bottom 1 S gate valve gate valve and cover ,�"� '� .fi}: 24' select backfill 24' select backfill undisturbed earth stone bedding •'•. '' '' ".',•jS``r (see note) (see note) boxes &box I sidewalk 5 it 24• 18" 18" dia. 1'•6' TYPICAL SECTION concrete ,a , TEE, WYE, OR PLUG ti• encasement l' I: concrete pad 3' N Ln E 6 6^ In lieu of wood forming the fitting maybe wrapped with "denotes hand excavation 1'-6" sq. x W deep �' , ti (0 O O.D. O.D. polyethylene, and the concrete poured to completely surround D" = 12' min, for 10" and smaller pipe meter by +- N U 112 O.D. the fitting and against undisturbed soil. The bearing dimensions D° = 18` min. for 12" ihru 2l0" pipe i8"''21" F.C.S.A. concrete against undisturbed soil shall remain as shown. 3" stone thrust block X Q CZ see chart below for A, B, C (dimensions, e, surrounding box C11 BOLLARD DETAIL �/ 6" 6" CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Z06" minimum Meter Size Coppersetter j stone Pipe Plugs, Wyes & 11 1 /4' and 22 1 /2' 45' and 90° P 518" x 3/4" A-C3635-01 w/ 7 y" Opening 8"-10" > 9 xi stone Dia. Tees Bends Bends °P 9 ' art >, i ty yfpz' O OCo O A B C A B C A B C + 4 stone I r o In tallatlon :.. Q .., C R%F It 9' R S Sitb 3/4" A-C3635-01 w/ 7 y" Opening"' direction of setting to be approved pr'o t s s STANDARD CONCRETE ARCH 6" 1'-0" 0'-9" 1'-0° 0'-9" U-9" U-9" 1'-3" 0'-9" V-9" :+: '( screw type CD CD m 8" V-3" 0'-9" 1' 3" 0'-9" 94' 0'.9" 1'-6" Y-W 2'-3" ' �:..,.. N +D Z3 1W V' 6" 0'-9" V-6° V-0" U-9" i'-3" V-9" 0'-9" 2'-6" `� 1" A-95319-06 w/ 10 D/" Opening ;'q5 12° adjustable valve box 36" min. 12" V-9" V-0" 2'-6" 1'-3" V-0° 1'-6" 2'-0' V-0" 3'-0" r.. J • ��II general backfill general backfill ,. ::.T"' 14" 2'•0" 1'- 3'-0" 1'- 1'-0" 2'•6" 1'-0" 4'-0" (see note) 0 3 i'-6° Y� as required concrete pad 1'-6" sq. x 6 deep (see note location marker 1" T i ih I n t in •��y •NJ ;« r •,�' , .,,, 16" 2'-3" 1' 0" 3' 6" 1'-6" 1'-0" 2'-0" 2'-9" 1' 0" 4'-6" polyethylene Y 9 ...)nY:'S?%l•:i'I% `'.:;; i::f;•A lJW .:, 'S55 . 5J .. ''e"r^+ r. O.D. P 200 psi with SS inserts saddle with I?.,o>ss,3:':y,3>??^r>;x?^r:...t;,>' 3'Y.;f,r•lt:,,Y ,. a�, stone valve megalugged 18" 2'-6" 1'3" 3'-9" 1'-C• 1'-3" 2'- ' 3'�0" 1'-3" 4'-9" (�1 p f' it t IM1' � Nh'r lNMV�f: H V 0 ��;Sy`;; , ,rr } Y' &p �'•�; ;.� ' 2 9 1 6 4 0' 1'-9° t'-6" 2'-0" 3'-3" 1'-6" 5'-0" at all connections corpstop XiifC�:: e...4i!'Y.•:' 1�t;a h 20 P P to main ';,;.nv��•:(:O.D. ' "(�,";'� �$�'�' O.D. ' i;:;;•n 9 9 2„ min- - 6" max 8" 'fa�j '"j' 8" g° M2 stone me alu s k,$,;,Y • rkf " iq Y? .1•• i •„?{ •NhG 11 1 4° THRU 90° BENDS i• t' j.-megalU9 3✓:v;'yN,.;�,•r,C•h2•�;air..a'�� at:., ,.>;tr•Mrrok•:'.\w ! ' �'£.��, • i 24' select backfill 24" select backfill 1" coupling ''\ • �' : f 4' stone (see note) (see note) (PJX FIP) 014-44 `;!:,ti) , s : screw type galv.f•1 rods over fittings and COPPERSETTER COMPONENTS ;• r ;.,a+ ti, r ; adjustable embedded in concrete thrust blocks, with SS insert and •'+' •t;i' s• , t; :.,t7i� •:;t•D i'e e;s• s s t :i;i:i , :• • • t,:i,�Y� .: 1; ro meter height service line copper -Inlet- -Outlet- MIP plastic plug :•:•.•t•i•.• : t'f• :.'Y't :'•�'�'i :. •r "•'t" •"'•''4 8i•i• • '•.•f•:.• ,}:-• it i•.•. ,.+•' I valve box stonei.' ,•�' ";. ( g P P 9 ,E•,••t-s;:;s,t-i� ,a; t• , ;i, r,s,i,i;s;s;s;i,£;i;: y 5. +:„+, ?�' •7� : •' :i:sifit•t?i;i:i;s:iii ;i•i; • ;a:i t t';� �c ii stone to be minimum •'' 4 size connection bar tubing size Angie Ball Valve Angle Check Valve ,'f ,!.. ,';; );' stone 6" ('i� 6" y. of 6' above top of base v O.D. :+• r -- . 1 FITTING SIZE ROD SIZE NO. ROD EM13EDMENT 5/8"x3/4" 18" D-31014-12 1 1 gA13-332 W-SN HHCA31-323 TV-SN locator marker 1/2 O.D. �'.>.'. ;)., 12" & LESS 6 2 30" w/ S Anse /a" O.D. fi w/CSB-43 w/ CSB-43 thrust block 18" to 24" i stone + A :y. A w/ SS Insert t ":I i• s;t3 t i,3 14" - 20" 8 2 36" 8"x 8'x 16' solid block ?" i i j i 2 �'. Concrete 3(4" 18" D-31wl C014 44 i Y " O.D. (for valves 12° and larger) t• , t1• egalug �•"• BA13332WSN HHCA31-323-TV-SN _? t t i• '_ ;• 't i" L %C 6" 6" w/ SS Insert w/ CSB-43 w/ CSB-43 s• #, O concrete concrete "a ' '." a1 Fitting Volume of thrust block in cu. d. 1" 18" D•31014-12 1 gA31-444 W HHCA31-444-TV M VERTICAL BENDS size 11-t 4° 22-1 2° 45° 90° / 1 + r,;'fc• t r. N O w 014-44 y"O.D. ,,,;1:;,. ;.d, ~ w/CSB 44 w/ SS Insert stone bedding 6" - - - 1.3 Note: this detail is also CONCRETE CRADLE CONCRETE ENCASEMENT ,t'�:•t�f�•:' ]• s t•'1:'I ? ii`=' i'�t ,` i •; 8" - - 1.1 2:3 INSTALLATION NOTES: used for butterfly valves t' n,. a,;<.(�,f •s u : Lr) ^:{,•�•,f A ,gal mechanical joint 10. - - 1.8 3l7 1. Exact location of meter box assembly to be approved prior to installation. j(;, Jy. W rJ r �.,,. • s 1 • :'s s' swivel tee with Ln � THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5:5 2. Water service crossing street: ;, .;: £ #j I i a Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the ;• i jY •I t, ? 6 branch ,-_� � UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 ) P p p P g y •I, : O O NOTE: To be compacted to 96 % of ASTM 0698 maximum density. AS FOR HORIZONTAL BENDS. 16` 0.9 2.3 5.1 - street, to one foot beyond sidewalk. I 16' 1.9 3.2 5.1 - b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box (wrap wire around Corp. U U) stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 20' 2.2 4.5 7.8 - TRENCH & BEDDING CONCRETE THRUST BLOCKING 5/8"x3/4", 3/4" & 1" METER INSTALLATION GATE VALVE FIRE HYDRANT ASSEMBLY Figure 1 Figure 2 (4 FOOT COVER) Figure 8 Figure 9 O PZ Revised O Figure 5 Oct 03 D tp (13 ROO N � Q TREAT WOODEN' PANEL STONE CONSTRUCTION ENTRANCE ROCK CHECK DAM WITH WATER SEALANT Q� SDR 35spigot 2 ACRES OR LESS OF DRAINAGE AREA: SDR 35 spigot by by gasketed SDR 21 gasketed R O L bell 45' bend bell adapter 70' MIN. EXISTING J (see note) 2' PAVEMENT I )1 1 A 1 3' 5:1 i 7.. , 1d. b FILTER CLOTH 6" MIN. MOUNTABLE BERM 3' cast iron leano t ca with brass pILA A (OPTIONAL) FILTER CLOTH R havb �'lailPe`Y1akira s ��xep of the SIDE ELEVATION (OPTIONAL). ;} 3' minimum ;N r P nell� %0f' �"� SDR 21 gasketed aneilfiCift4g@i EXISTING GROUND 1 SDR 35 8"x4" pipe and fittings finished grade r gasketed bell wye sCH aoJ (DOWNSTREAM VIEW) W' r, (see note) solvent N weld cap 8" �', square concrete skid pad 70' MIN. t�l Tx 20"x 6' deep ` VDOT #i B lo' MIN, TYPICAL 6' TALL BY 8' WIDE DOG-EARED r cast �u� e.�oncret I E; WASHRACK _ _ COARSE AGGREGATE property v� (OPTIONAL) FENCE PANEL. INSTALL ON 4 "X4 "X8' line � VALCO Inc A OQO plug havin a c un ersun square ����� Fg. No. head Panetta Model PA4SV-CSK (a°) �� 31 TREATED POSTS SET 3' DEEP. N 18" with lid (narked "SEWE4' 4" stone « 1, W MIN, FLOW SDR 21 - cieanout pipe 12, MIN, I(,- EXISTING PAVEMENT DUMPSTER ENCLOSURE FENCE DETAIL botlean i 5' of box SDR 21 N. 7 . S. 36" min, brick base location marker y .; cover "'V'�". � VDOT #1 ( ~� POSITIVE DRAINAGE 10, MIN, rrY. 2-10 ACRES OF DRAINAGE AREA: °°o,a°°°°°°°o°o°° SDR 35 �• y� ".(rN,,`bell adapter COURSE AGGREGATE TO SEDIMENT stone o ° o,o o,°,o °°000 gasketed bell wye ; ,t'r' c B TRAPPING DEVICE g Y •'r••( �•�p•rry ttG ��,���}} h °o°uoo°000°o°o°o°o°o°o°o°o° H see note C•' )i;�" ,tft711 M n ' t mqt� IT 000000°0000000000000000 0 0 (H M sanitary ( ):. •• 4 :4'•Ie 45° « MUST EXTEND FULL WIDTH Y K• STREET APPROACH SAYE sewer main `� ,r, �• ;• L • k. SDR 21 ( ; ,bend (see note) OF INGRESS AND EGRESS a' A --I SURFACING as NANLPE (J1 ti OPERATION PLAN VIEW (RADIUS TO BE AS 1+M ROADWAY +i•IA < ' • T _ •�. SHOWN ON PLAN51' 1 oS CI C (RADPJS TO BE AS ` •�-' SHOWN ON PLANS) r2' f -�-- ! treated2"xa"with ,:.;+�i).Citi`.,!x�,,;,:;Mti�r�,^ 1,�i "v�><i:�•',."•,:.'Y.:>f;c,'::�; ....}�,ca't:'.,r:'' 6` sr0 cc-12------- I �RAbu coNena ON I° -"I B .. K; Ar . „ f, . 12' MIN. J c11Re 0. C c6) / I I LLl F� + 4t top 6" painted green '� " ��'�" �• ���-.� (srD. cc-s> Q- Ii. •• w.T Y^ 4" pipe at2.00% ,,, ., ••• 3' ----- -- i A Etas nT / .. o_ . '' - J !- minimum rode "' 6" stone bedding 3" MIN. a' 20EWALK I j - � 9 � �+• ,tr;, g - FILTER CLOTH 6„ I � I I H oPorru aNE AJJ cowcRETE '�L O ti 0 NOTE: If.iNp >o tfr iaea rgtao ok-deda, _ - _ _ _ _ -- ----- r frr�L3 ar�araoLxfaeedrt>mina��yatt,>�a��t _ 3" MIN. (OPTIONAL) W O Co`'V TTT EXPANSION JOINT Y M EXPANSION JOINT O Q V the property line. A .« LL0. 1 Note: If top of main IS 2. If top of sewer main is greater than 15', then FILTER CLOTH (DOWNSTREAM VIEW) NOTE'SH%N ON TYPICAL SECTION. W. NAPJLINE ROADWAY SECTION C-C '�� �C y ), greater than 15 It deep wye and bend to be heavy wall SDR35. SECTION A - A PLAN VIEW W LLL1 use heavy wall SDR 35 Q 4/ concrete cradle if top 6'-7" VDOT #i (9 CONSTRUCT ORADE CHANCES WITH A PARABOLIC a,RVE. O U W of main is greater WHEN TFE ENTRANCE RADUCANNOT ACCOL,AODArE than 1 s' deep ♦ M COARSE AGGREGATE r v'•, ® TT IRAF HE TURNNC REQUIRE MEATS OF ANTICIPATED HEAVY �� V A' A•A �r)�. a; '; ; :• •• :,,..,�..•y •, ,,",• in„ URB ID'PARRABOLIC CURVE RMIPS WITHN fHE L164TS HE TOFFTI-E RADOR 115HOULDALK 6 C BE v 7 • : ,r .•� , 1, ; i• B MAX. INCREASED TO 7". :• .� +.t',j ••. (: I. •"n : N!i FLOW ,2, EDGE OF SHOULDER CR LOPE (HAKE - D m d"• • .. ,. r •I OPTIONAL FLOW' LIhE _ - - ® - ` _ - - - D IN CONJUNCTION YAIH VOOT PROJECTS, PLEASE 3 WHEN ST'0. CG-111S USED FOR ENTRANCES BUILT ,•t''I '•'A• MAIUNE ROADWAY -- ^' _ NOTE THE FOLLOWING GRAVITY SEWER SERVICE LATERAL SEWER CLEANOUT SLOPE CHANCE D 40'L/N. FOR STREET- p ` ` TO 71 E /W LINE SHALL OE YSUIRA CONSTRUCTED 1 , , 7 AQN.rDNINECTION KA THE RA LINE (EXCEPT ANY SUE W STABILIZATION REQUIRED FOR TIED NE Revised O'CESIRABLE FOR COMM•RCI PAVEMENT WH CH CAN DE OMTTED W Figure 15 Figure 17 Oct 03 ENTRANCE. THE ENTRANCE.) REINFORCED CONCRETE DRAIN SPACE SECTION A - A I& RADA_ CURB 0.R CDIMNATK)N CURS SECTION B - B CLASS I RIPRAP GUIDELINES FOR GRADE CHANCE D BEYONDAID SHALL LL�TEBCEPT FOR RucTEo REPI-ACEMENT PURPOSES. WHEN USED N CONJUNCTION Wini STANDARD IMS SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control,and Va. DSWC Plate 3.02-1 SOURCE: VA. DSWC PLATE. 3.20-1 ENTRANCE YGLLJNE DESIRABLE VMMUA STANDARD C15 TO Sr ADJUSTED TO MATCH THE CO.12 A 7.' !'KK S7D' CG-3 OR B'•0- 4••0• HIGH (MORE THAN 1500 VPOI O X O X. MOUNTABLE CURB 0014FIGDRADON, pp(IONS.S ,E SEE STANDARD CG-12 FOR CIATB RAND DESIGN WN>fTRUCTgN -f LYN MAX.0.tY MEDIUM (500-1500 VPO) S3 X a X TO K USED WMA n-0S STAN'11RD. U) PIPE OUTLET CONDITIONS JORR gT201D. A FLOW ARE TO INDICATE WHEN CONSTRUCTION OF Z 3' CR CO-! LOW (LESS THAN 500 VPO) 5 6 X 6 X X A FLOW E T IS DICATEREQUIRED E PROVIDE CONSTRUCTION O 4J S>1 ifh 1 05 t2- CFDO.l, C LONG DRAINAGE ACROSS THE ENTRANCE. t1.1 i OPTIONAL rLOWUNE MAY REOURE WARPING OF A TE'MPORAR Y DIVERSION SION DIKE iy SECTION A -A PORTION Cf CUTTER TO PRECLUDE PONONG OF WATER. A SPACING BL' T T�iTEEN CIHE CK DAMS 13 -� 100 B OK IO+TYAXKM T o 0 F I SE TION B-8 SPECIFICATION U TR,ADCATED DOAES A,•SOUARE LMONO REFERENCE METHOD OF TREATMENT - MIN. CONNECTION FOR STREET INTERSECTIONS � Lu A o (MIN.) _ �R, 502 AND COMMERCIAL ENTRANCES - L = THE DISTANCE SUCH THAT POINTS sir _ VRGNIA DEPARTMENT OF TRHISPORTATIIXJ 203.04 W d0 Compacted Soil eats and Signatures /•yl w �- P A AND B ARE OF EQUAL ELEVATION TANGENT PLAN t c�OSSWIK &� D cr� 9 a PIPE OUTLET TO WELL DEFINED CHANNEL 18" min. - TYPICAL PLACEMENT CROSSWALK TYPICAL PLACEMENT a AT INTERSECT{pN DIAGONAL VAFtIATiON AT INTERSECTION W PLAN VIEW -Flow + WITHIN PFOASP RPE ) A�P i A i 14(WITALK WITHIN CROSSWALK P TH p[ - b (WITH BUFFER STRIP) ALTERATIONS TMs� LIP R tTu s�,�p� TmEMALx LAHTl10 OF ` OF _�- ,« NOlE9+ l4Q^ )MODE FOR ILTERA RA11P. Wr•IW CURB (MOTH !FEET Fqi KM I,[C •T ,(Y� '"' /1 D • rfA. �ACCCECOYC 640 TMWMW NLL NDM OF TFi MFL(W BT i FOOT N TIE"TH N M DIRECTIM OF tR tt. L a 1L 11 T L! 11 THEA 1M WATCPoN. KITH TIE TRUMCAM DOW txTtCTABLE VA$" 4Ar BE (BED WFM TK APF4IOVI. f!� / // // �>-'"T " t 2111,E T"` E"°rE�`: W LL rRU1CA a TRIANCJI DDLEs To aE arAWFn B E NJ AM I N C . -4 i /\' (�°'D '� o 0 % `- - TRUNCATED. DOME orNNQ COL THE $OVAOPN �(A10OL"o +�E�na(�oES ELA n�i. EtwL BE A D ➢ � �T 4.5 min. -_ DE 3.�l ! p QA9 rL � W/ B ►?At" "VILM�CAELY MIN RAP F1OOR OR eY USIM I'MINSIBLE MONTGOM ERY G No. 0020331 S Q jI 2 " C•C TRTNCATEO DOZE 4.E ,;rCc%TJ$P Tn"f11%rWRrSD gTseE�r�ov�TF g�Lg $p THAT F11r 1%J A-, � No. 030342 cv p o 1 D CAT^ 11[ PLACE LINT ��100R. PFECA67 C TE E SWILL BE CL-Ai3 d �O O 0 O O 0 O O 0 O O s.Pf�l�1E"" AAE i_-l� IFlL0.3 x C�wPLIf.EO TQit�FR 7ORCCNI" PLOW BOTH SNS or TK Itar 0 SECTION A -A (-' 0 0 00 0 00 0 0 0 0 anus/ ANo OUttER OPE TROWTONS PIDJACIDIR OTO CURB RMK ME MMUND N PAY► W /� ~' 23i• C-C 00 O O O O O O O O 00 O O 00 O 0 7. r �C4F8/OM a AND WTTER. TH 9T CO-3 ON CO-7 THE r%Yffi FAEE GH THIS STAIOAFO B �s(1�O �� FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERMTER t Y"T 1B '"D 'A''TOL V NAL \v V SUR DATE: SEPT. 1, 2003 0 0 O O O O 00 0 O O 0 O 0 O 7+ S. CLIPS RAPS ARE TD K LOCATED AS SHOWN ON TIE PLANS OR AS DIRECTED BY THE D=?"R• THEY Mr TO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BE D AT RTERSECTIONS MKRCYER M AOCESME AWTIE TIE AOT' OF WAY OF A H10fWAY NOTES: 1. APRON LINING MAY HE RIPRAP, GROUTED RIPRAP, GABION rAauTr A REDANDUESS OF rrEi1EX SOEMALI(6 Ex6TFL FR;,Q;V EO OR NOTEWSTENT. THEY O O O 0 O O O O O O 0 O 0 O WST BE OCATED I^I'�'. TlW1 ALK4 AS 5H0101 ON PL1K 6R AS OPEtT[D BY TK ENOFEFR, BASKET, OR CONCRETE. K° gp�1`D IqT LOCAi TOP LREB. EatTNO IJKW p y�TfE NTYDRAxT oRpP 0 0 0 0 0 0 0 0 00 0 00 0 0 M.E19 ETC.WU AFFECT PLACOENT, E ROUTE B DEJ7/ED AS ACOIITM)OtK (N 70,�TEO SCALE: N/A 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED o 0 0 0 0 0 0 0 0 0 0 0 0 0 1 'sAO W A1° gyp" T+R+T PATH ooL.ccTwc as Aar E DLiJlTS Or A FACILITY THAT c`AN BE AV03 M EDL ENTERfO AON USW BY PT"Ut AL ICT104Y RPNRIEHTs THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF USING PLATES 3.18-3 AND 3,18-4. SOURCE: VA. DSWC SOURCE: VA. DSWC PLATE. 3.20-2 Y"""B`E P. RATK MAY �qA�Ep K RAOIL OR TNpQltL< xCTIONTs PRDYOEp THAT THE nA8 oPE»Dc d PLACED PLATE 3.09-1 '---- 3•I.wuN. F,TH,h TIE LMTS OF t1E pRp3sMILx. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT PAY UMIi 10 TYPICAL COMpEIE lOEMAU(B,• tTFCH MIEN tTE EMRANKi RApCJNgT ACWAIINOOu1iE THETIAUIIYO FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 DETECTABLE WARNING 7".Tlorrr or AIRTKIPATED KAW TRUCK TRIFFC TK CONCRETE SmMxK DEPTH sND(LD a NCNSASED OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE LESS THAN B [ACHES. TO To r. CG-12 DETECTABLE WARNING SURFACEvii" rwrim ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. Source: Va. DSWC Plate 3.18-1 SHEET 5 OF 5 V.3/03 TYPE 'A (PERPENDICULAR) APPLICATION 203.05 VRGNA DEPARTMENT OF TRMSPORTATWN LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP -k4* 0 O N EXISTING FEATURES 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation SCALE 1 "= 2000' l s f the Frederick County Sanitation Author/ all requirement o d ty ty. (VDOT) Road and Bridge Specifications and Standards, The Virginia Erosion and Sediment Control Regulations, W � °D EXISTING EDGE OF PAVEMENT ____ ._____-_ ____ _ `y_r _____ ____._ __ __ 2. The contractor shall coordinate with, and arrange for inspection by, the Authority, and any other state, federal, or local regulations applicable. in the event of conflict between theseO ween any o the pQ ti ooa CO o EXISTING EDGE OF GRAVEL EX G 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. standards, specifications or plans, most stringent shall govern, o ��- 62a �� �'d t V2. _ w- 4. The Sanitation Authority Maintenance Department Is responsible for the Installation of water meters through 2" Ali construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health p EXISTING CURB AND GUTTER ; Administration and VOSH Rules & Regulations. EX. INTERMEDIATE CONTOUR - - - --- --- -- -- 48- -- --- -- - -- --- in size. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar; V3. When working on VDOT right-of-way, all traffic control whether permanent or temporary, shall be in 9 P P rY. s � EXISTING INDEX CONTOUR -- --- -- - 50---- -- -- ----- 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21inches; and accordance with the current edition of VOOT's work area protection manual. Furthermore, all traffic control f/aggers must be certified in accordance with VDOT's January 1994 (or latest) edition of Road & Bridge D �� cb��` �a`, �, to E w cfl E 4) all components of the meter box assembly to be in proper working order. It is the developer's/contractor's Specifications, Section 104.04-C. �o`D \ate F U EXISTING SPOT ELEVATION X, to have the box installed SITE .50.0' responsibility meter assembly correctly. �� Z EXISTING TELEPHONE LINE 5. For water and sewer services that connect on existing line: (A) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. An 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 utility companies. It Is the sole �ii� r� j w o �► o � p }, U V o EXISTING SANITARY SEWER S S S application for service must be made and fees paid before work will begin. responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with J' C E @) (B) The Authority shall furnish and install all 5/8 , 3/4 , and 1 water services. �� -� the proposed construction activities. VDOT approval of this plan does not relieve the developer of this responsibility. .� �`+ o a a 0 ___.__._ EXISTING ELECTRIC SERVICE ------ -- ~-- c - .-- (C) For 1-1/2 and 2 water services, the Authority shall make the tap and bring the piping to the property �� �?� EXISTING GAS LINE GAS GAS line. The contractor is to furnish and install the meter vault assembly. The Authority will install the meter, (D) The Authority will Install all sewer laterals. V5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. a0 Ey. 115 ' P,- P` EXISTING STORM SEWER - � ` _ � � = � ; = - �� 6. When an existing water main is tapped for the installation of a new line: (a) the Authority shall furnish all V6, Prior to initiation of work the contractor shall be responsible for acquiring all necessary VOOT land use , PROJECT INFORMA TION V labor and materials to make the tap, (b) the developer/contractor must: (1) make application for the tap, (2) permits for any work on VOOT right-of-way. EXISTING FENCE LINE -- -- ;t----____ X _ ___ __._. _. pay deposit (before work begins); (3) mark the location of the tap; (4) make final payment when the work is Owner/Representative Developer completed. V7. If required by the local VOOT Residency Office, a pre -construction conference must be arranged and held by Pippin Enterprises, LLC Commonwealth Design & Build EXISTING DITCH LINE 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies, and VDOT prior to Initiation of work. % Commonwealth. Design & Build 1200 West Fairfax Street 1200 West Fairfax Street Stephens City, VA 22655 EXISTING WATERLINE W/ TEE W --TZ� � Stephens City, VA 22655 (540) 869-0308 `='y `f 8. An water service line must have a double check -valve or PZ backtlow prevention assembly, as required, y P y� q 1015 V8. Contractor shall notify the local VOOT Residency Office when work is to begin or cease for any undetermined (540) 869-0308 EXISTING FIRE HYDRANT c&a installed. The assembly is to meet ASSE Standard No. or 1013. If the assembly is mounted inside a building, a remote readout is required. length of time. VOOT will also require 48 hours notice for any inspection. Property Data Building Setbacks Per Code Proposed ■ U EXISTING WATER VALVE W ,�-- �y Tax Map Number 75-((A))-2Q Front: 35' 36.0' q LC � EXISTING REDUCER W W 9. All fire lines shall have a detector double-check valve backfl'ow prevention assembly or a RPZ backflow V9. The contractor will be responsible for maintaining adequate access .to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Address Prosperity Drive Left Side: 15' 18,1' Area 1, 9350 acres Right Side: 15' 16.0'� M " o^o o� prevention assembly as required. The assembly shall meet ASSE Standard No. 1048 or 1047. A remote ;� , readout is required. Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this Existing Zoning B-3 Rear: 15 102.0 u EXISTING TREE DRIP LINE project shall be maintained throughout construction. Proposed Zoning B-3 Existing Use Vacant Parking Setbacks Per Code Proposed C GENERAL NOTES PROPOSED FEATURES V10. Contractor shall ensure adequate drainage Is achieved and maintained on the site during and at the end of Proposed Use Office/Storage/Auto Repair Front: 5' .1 Left Side: 5 50 o 0 U construction. Right Side: 51 6, 0 'C 1. Permits must be issued from VDOT prior to any construction in a public right-of-way. PROPOSED EDGE OF PAVEMENT ___ ____ _ PROP F' _ V11. All water and sewer lines within existing or proposed VDOT right-of=way are to have minimum 36" cover and to be installed drainage facilities. Zoning Data Rear: 5' 7, 8' Open Space Minimum 25% O C fu E vHCp r-C; PROPOSED EDGE OF GRAVEL ___ _ __._.- ._ r _..__._._._ _ 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. when possible are under roadway P Y 9 V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately Use For Parking Unit Space per Sq. Ft Open Space Proposed 26.0% Office Space: 4,750 1 per 250 sf F.A.R. Maximum 1.00 Service Bays: 8 3 Bay Q) ch C o 0 >` m N o �-� 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering brought per F.A.R.Proposed 0.23 ° `0 _ PROP. CURB & GUTTER ��- ,CROP CC-6 j -i and leaving the site. to the attention of the engineer and VDOT. Work shall cease !n that vicinity until an adequate g g �' q design can be determined by the engineer and approved by VDOT. Loading Space: 19,000 1 per 30,000 sf � � �) @� � PROP. REVERSE CURB &GUTTER l6�- '- �x�r % % P CG- 6r� T 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. P Y P 9 PV13. All fill borrow Total Parking Spaces Required 43 a) a (n cu o areas, materials, and undercut areas shall be inspected and approved by VOOT Inspector prior Building Data # of Handicap Spaces Required 2 -�7 6 r PROPOSED CONTOUR 50 - „ 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 to placement of fill, Where CBR testing is required, a VDOT Inspector shall be present to insure the sample obtained is representative of the location when soil samples are submitted to private laboratories for testing. P P P g' Type of Construction 2C - Metal` of Loading Spaces Required 1 C M ^o project. The samples shall be clearly marked and labeled as belonging to a project, which will be accepted by VDOT, Proposed Use Office - Warehouse/Stora e/Re alr p 9 P Total Parking Spaces Proposed 50 � PROPOSED SPOT ELEVATION 4 G °L' 6, The contractor will be responsible for adequate and positive drainage of this site. and that testing shall be conducted according to all applicable VDOT standards. Proposed Area 9,000 sf + 10,000 sf = 19,000 sf # of Handicap Spaces Proposed 4 Height Maximum 35 feet PROPOSED STORM SEWER PROF. 24 A : __- 7. The contractor will obtain a Land Disturbance Permit prior to an site work or construction. P Y V14. All roadway fill, base, subsurface material, and backfrll of utility/storm sewer trenches shall be compacted in # of Loading Spaces Proposed 1 Height Proposed 20 feet SANITARY SEWER S S S 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH, 6" lifts to 95 % of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or Sign Data PROPOSED minus 2 % of optimum moisture for the full width of any dedicated street right-of-way. At the direction of a Sign Area Allowed 100 sf==- _ PROPOSED TELEPHONE - - - - - - 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site VOOT Inspector, density tests performed by a quallfled independent agency shall be conducted as required in Sign Area Proposed 100 sf „ conditions. the VOOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VOOT Sign Height Allowed 35 feet G A, PROPOSED ELECTRIC 10. The developer is responsible for the relocation of an utilities required b th► q y s site plan. pshown approval. Sign Height Proposed 35 feet 9 9 P PROPOSED GAS LINE ---.-_..-_-____.__..._... .. _ n this site 11, Ali Erosion and Sediment Control devices sho o s plan shall be Installed prior to construction. V15. VOOT Standard CD and UD underdrafns shall be installed where Indicated on these plans and further where PROPOSED WATER LINE 12. All controlled fill must be compacted to a minimum of 95 %density following Method 'A' of the Standard determined necessary by VDOT Inspector. Contact Numbers eats and Signatures PROPOSED WATER METER Q) 1 "'Jvl Proctor ASTM-0698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT PROP. FH pavement must be inspected and approved by a professional soils engineer. A geotechnica/ report supersedes minimum design standards and is the developer's responsibility. PROPOSED FIRE HYDRANT t& this note if provided. Engineering Firm; LY H OF Lr� 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan approximate locations and not all utilities may be shown. V17. Prior to acceptance by VOOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VOOT on an account receivable basis. Stop signs shall Montgomery & Associates (540) 869-0308 Surveying Firm: A��C G`� are CC COMMON LABELS & FEATURES 14, The contractor will contain all Jitter and debris on -site. The work must be left in an orderly manner at the end be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of and the shall be a minimum of four (4) feet from the edge of Sign GreyWolfe, Inc. (540) 545-7823 Zoning Enforcement: BE NJAM IN C. v r PROPERTY LINE OF PROJECT __. of each workday. pavement post pavement. posts shall be of a type found in VOOT's approved list. A copy of this list may be obtained from the district Department of Planning (540) 665-5651 M ONTGOM ERY -0 cY ) r�+ �1 ( 1 _ NEIGHBORING PROPERTY LINES - -- - -- - --- __,.__.._..__._.____.__._..____.__Y._. 15. An approved set of site plans must be on -site during the construction protests. 16. The will notify all utility companies to excavation within easements. section. Contact the local VOOT Residency Office with any questions regarding sign material and placement. V18. The developer must provide to the local VDOT Office a list of all material sources prior to construction. Site Inspections: Department of Inspections (540) 665-5650 Erosion and Sediment Control: p No. 030342 cv O,� 01 ti c� W p 0 EASEMENT LINE - - contractor prior Copies of all Invoices for materials within any dedicated street right-of-way must be provided to the local Department of Public Works (540) 665-5643 10NA L 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty VOOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. Sanitary Sewer and Water: Z `� PROPERTY CORNER FOUND QQ days. Fred. Co. Sanitation Authority (540) 869-1061 2) V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Telephone: Verizon (301) 954-6282 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF j Q U DEPARTMENT OF INSPECTION GENERAL NOTES PARKING SPACE TOTALS Density will be determined using the density control strip as specified in VDOT's "Road and Bridge Specifications" (Section 304) and vrM-10. A certified compaction technician shall perform these tests. A Electric: Alleghany Power (800) 654-3317 Gas: Shenandoah Gas Co. (540) 869-1111 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE O Z Y U J � w ADA HANDICAP PARKING STALL Q_ - certified copy of the test results shall be provided to the Residency Office. In addition to checking stone MISS UTILITY 1-800-257-?.'77 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. W 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 �._ SIGNS depths, a VOOT Inspector shall be notified and given opportunity to be present during the construction and testing of the density control strip, v W O (Storage) and the BOLA National Building Code/1996. Other codes that apply are CABO A117.1-92 Accessibility Zoning General Notes SANITARY MANHOLE IDENTIFIER `1 and the Usable Building & Facilities. 2. The requirements in BOLA mandate either a fire wall (Section 707) or a fire suppression system if height and V20. Asphalt concrete pavement shall be placed In accordance with the latest edition of VDOT's "Road and Bridge (n m Maximum 1. Exterior lighting wi// be provided by wa//-pack ,� STORM DRAIN STRUCTURE IDENTIFIER � ; area limitations are exceeded for the e of construction under Table 507 of BOCA. type 3. A design professional licensed of the Commonwealth of Virginia shall sea/ the structural plans submitted for Specifications" (Section 315) and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VOOT Inspector shall be notified Environmental Existing Disturbance Proposed Features Acreage Allowed Disturbance lights attached to the building & /ightpo/es. 2. All lights will be shielded or directed to prevent LIGHT POLES - building permits. Plans must show all ingress/egress locations to the exterior per CABO 117.1-92 and meet and given the opportunity to be present during the construction and testing of the control strip. ° o Floodplain 0 0 /0 0 /0 glare on neighboring properties. � requirements of Chapter 17 of BOLA, o 4. Maximum slope across handicap parking stalls shall not exceed 2 /o. 5. A greas%il s perator shall be installed if a floor drainage system is installed within the repair area. V21. Approval of this plan shall expire three (3) years from the date of the approval letter. acres Lakes & Ponds 0 acres 0% 0% o 0 0 0 / 0 3. Outdoor trash receptacles will be in an enclosed six (6) foot fence. LOCATION OF TEST PITS 6. The 2000 International Building Code can be utilized for building design. Wetlands >1AC a,.res 4. This project will not disturb any environmental Sinkholes 0 acres 0% 0% features as defined by the Frederick County FIRE MARSHALL GENERAL NOTES TRIP GENERATION DATA Natural S. W. 0 acres 101yo 0% Retention Areas Zoning Ordinance. 5. The owner will be responsible for obtaining or EROSION &SEDIMENT CONTROL FEATURES 0 0 o Steep Slopes > 15 /0 0 acres 25 /0 0 /o granting easements shown on this plan, 6, Easements will be recorded and copies sent to the Z Z Z z Z Z Z 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. Woodlands 0 acres 25% 0% parties Involved. w o Z Z Z INLET PROTECTION ip 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. 7. All utilities that will service this site must be g CL 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall, DATA TAKEN FROM THE L T. E. MANUAL 6th EDITION placed underground. u� o cn w cn �- cn �- cn APPROVALS OUTLET PROTECTION P� 4. Burning brusi: piles of natural vegetation requires a permit. Burning construction debris is prohibited. j V) Z a w � w 2 w 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. y BUSINESS PARK (CLASS 770) 12. 76 PER 1, 000 Sf X 19, 000 Sf = 243 VPD S W W � u 0 0 0 CHECKDAM Dj, `� ~ U u U RESPONSIBLE LAND DISTURBS R ZJ��� LU DI VERSION DIKE --- - - -- - - 'OJ Y a U) LU w LLJ w w �f�z_ t1� � o 0 0 0 SILT FENCE W/ WIRE SUPPORT __�_�_�- - = (IV NAME, LANDSCAPING NOTES ,�, ., , Frederick County Zoning dministrator Ni1� ,; a ,_ PLAN Date SILT FENCE W/O WIRE SUPPORT ----- -- - i -' CERTIFICATION #: ��►= ;;;-. �, �`� �- CO 1. Miss Utility must be contacted to Advise engineer of record of any conflicts in locations prior planting. planting 1. Site Plan approval from VOOT will expire three (3) years from the date of the approval eft _ _ ��- �r� �� �; � SEDIMENT �`�� EXP. DATE and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Frederick County Zoning Administrator approval ex Tres at five 5 ears from the date of site plan approval. h' 9 PP P () Y P PP from DATE: SEPT. 1, 2003 TRAP ""�✓ ' � 2. Trees and shrubs shall be health and free of Insect a larvae, and disease, The plants shall have ample roots Y eggs, 3. The Frederick County Sanitation Authority approval is valid for two years date of approval. If construction is not in progress at the end of this period, Authority approval shall be void. P 9 P Y PP SCALE. N/A 1. The Responsible Land Disturber Is that party responsible for carrying out the land disturbing activity as set forth in and be well branched. The planter shall guarantee all plants for one year. the plans. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The CONSTRUCTION ENTRANCE �� �1� s tl 2• Nate: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, &Designer prior to commencing any site work. 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided P P 9 9 P to the owner. owner/contractor must obtain a 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 FILE NO. 0110 must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. 4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department. requirements and be approved by Inspections. SHEET 1 OF 5 75- A -2H L 11 CARLTON R. NEWLIN INSTR. 000009218 ZONED. • B-3 USE.- OFFICE/WAREHOUSE I I I I I J 765 760 755 VO 745 W zo <t- 8" SOR-35 48 QZL O cn �L CIO W .. 1 OHO ^1 O Z I I CIO W oQo o 0 0) oz 0 50 100 WA TER LINE PROFILE 765 R7-8 HANDICAP PARKING SI (12- X 18')� RESERVED PARKING 760 INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED 755 VAN ACCESSIBLE PENALTY $100-500 TOW —AWAY ZONE 750 MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES j REQUIRED EFFECTIVE JULY 1, 1998 It PARKING SURFACE CONCRETE WHEEL STOP 745 (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) NO TES: " — — — J " I. H/C SPACES MAY NOT EXCEED A 2% SLOPE. 20' 0' 20' GRAPHIC SCALE Prune codavninont Prune rubbing or cross bronchei — Remove togs and lobets Cut away all boiling ropes Remover top of wire bosket\ R DO NOT prune terminal leader or branch tips Prune narrow crotch angles d' water spouts -Prune broken branches Prune suckers ? =J' mulch kept /away from trunk So4 well to ,-contain water C 2- CONTAINER GROWN SHRUB Prune out any dead or broken branches, remove all togs, labels, strrngR wires, etc. from plan. f' mulch Set top of root bon aqua! to or 1-7' oboes grade. wnove container; use wrp blade to moke ur 1/4'-r' cuts the Yfh of boll and cut o 4' X on bottom of rl/,• loosen compacted at$. Prune out any dead — ),—L-n branches. 0/1 togs, labels, wires, etc. from Parking Lot Landscaping Data 95W-- Perimeter Per Code Proposed Interior 1 Tree per 10 spaces 4.5 5 Total Impervious Area 1 per 2000 sf 32 63,750 sf Percentage of Green 5% 6.8% Area in Parking Lot 1, 972 sf 2160 sf TREE - Dogwood (Corpus Kousa) - 37 PROPOSED r mulch OTHER DECIDUOUS SPECIES MAY BE SUBSTITUTED set top of root bon WITH APPROVAL OF FRED. CO. DEPT. OF PLANNING e9 qual grade. "°re '-? 2" CALIPER AT TIME OF PLANTING e rope a burlap oot boll. SHRUB - BOXWOOD - 7 PROPOSED Z. RAMP BUILT TO VDOT CG — 2 STANDARDS. possible it rtetd-grown pedestal (HEADLIGHT SCREENING) Loom de pert than ball dept not Dig We 2-3 times � 24" TALL AT TIME OF PLANTING J. WHITE STRIPING SHOULD BE 3" WIDE. width of root boll. L Dig hob 2-3 timed roar ban width � BALL &BURLAP SHRUB 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK Tf?EE PLANTING DETAIL OR MOUNTED TO BUILDING IF POSSIBLE. (NOT To scaLE) SHRUB PLANTING DETAIL (NOT TO SCALE I W W W I � IRF I IWI W W I X 10'R I W W I IWI W W X WIW I 7.8' ..�•i W I I '26 w`� g• 23 n �" WIW IWI I N 5 �' / IWI WIWI V +.• ` BockfN son ` • • . f " Partial bockh71, water to settle fYden and n sod, /finish hotel in wall ! — bocklll;ng Area for water Remove container and drolrage (Pipe cut circling roots if or file could contoiner-grown, or be installed) as much burlap as GATES WIW WIWI I TY FENCE WITH 15�� L OUTDOOR STORAGE 7 R 6� I I W 15.5'R W 3 OPAQUE SECURIINOPERABLE VEHICLES & W , s STORAGE OF AUTO PARTS IS s� i O vo PROPOSED PROHIBITED OUTSIDE OF A 5 s \s�II WALL _. COMPLETELY ENCLOSED I IWWIIWI II I , 'R AININ I FH 1g,1 BUILDING O PROPOSED � POWER 1 BAY-1 I BAY-2 I BAY-3 I BAY-4 I W W I W I i / \ \ Te/ePed x I :• ENCLOSED.: — E— 5R E 'DUMP"TW .• d.IRF°I1 II II PAINT ROOMrENTRANCE 3R , II C6-6 CRWI W W 14WI . �As GAS All required ing+gress doors shol�be handicap occessible. 6R 4W�I 1W'�II i � WWW 1 ,ti W I 7, I I I,875 sf R I ( I I I I Repair Shop I I I 3R ' I W II 9,000 sf total X� A - HT=20 I I I I I W � W 3 I UTO REPAIR I I I ( I I W W W I k QW FF=759.33 lNV=740.7 I I I I I 1,125 sf �i EXIT ONLY I I I I Office i I I I I 11 WI I II / \ \ 3 INV= 753.E Q W I I I I I I W I/ � \ � IW /. ti 5' Turn -Down Sidewalk (HandicapAccessible), W 74�.9' TAP BY � \ \ FCSA W -II W IWI (1i S. s $ s—S s s 0 s s s s s s s s s s s s s s 1 3R W WI I '3'R �� 195' of 1" orcem li� q 15 1 gallo pum ton L O J )< TEST PIT I W I �' I I �'4.5 R I3W� REQ D 9'8'8'8' 12R WII o4.5R 5Ro � h �� W W I WIW h 4rIWl 0 I W I i ° y N I IWI �(- W I 75-((A))-2l 4- a D') � ? '` WIW I I I Q o LOT 12 I I I W ( CRIDER & SHOCKEY, INC OF WV INSTR. 000001335 ZONED: B-3 USE. AUTO REPAIR VOOT ENTRANCE NOTES. 1) INSTALL ENTRANCE PER CG-11 SPECIFICATIONS. 2) INSTALL CG-12 RAMPS IF DIRECTED BY VDOT FIELD INSPECTOR. 3) CURB AND GUTTER FORMS MUST BE CHECKED BY VDOT FIELD INSPECTOR PRIOR TO POURING CONCRETE FOR GRADE. 60' PROFFERED RIGHT OF WAY FOR FUTURE ROAD EXTENSION i I 75-((A))-2R LOT 10 RT&T PARTNERSHIP DB 662, PG 48 ZONED: B-3 USE: VACANT �t I �q Q 8 IW I WWIW I `' "� a 4.5R 4.5R 5'R II IWII m I �� / 8R I I WIW z� I F I IWI W .I I v WV I W W I I I O LOADING ZONE 3 3 "WM �` 3'R IWI I I c� I LQ W ... Z° I 111W1 I I 3 3 W E f 9• • e, d d i e °� a a' 4• a• de' e e ♦ °°.• ' I W I WO 1 W �� GAT JGAS T O O O I IWIo W I I �~ ,� o f I o I o o I o I I 0 12. ' ? I� o f 1 d l 0 0 " o I Q I I I WW Wow WIW � ' `" " I Z 1 cn I� 4, 1,250 sf I UNIT 1 1 3 750 sf I ` I 3 750 sf I UNIT 2 1 1,250 sf W L "b HT=20' I 4 BAYS HT-20' I IHT-20 1I2 SHOP BAYS 1IHT=20' I I IWIIVI OFFICE OFFICE � W EliFF=759.0, 1 I I I FF=755.90 FF=755.90 I I WI I I O W W IWI I CIO I I ACCESSORY USE I v I ACCESSORY USE II aI ccss o 1000 alon I W W I I I I Q l a I c� o I o I l 0 1•o P mp750.0' I I WIW C� I I I IWII 15' BRL W I �0 125' of 1 " Forcemoin —s •• =s — — s — s —• s —{ O O 3'R J W I I --•—�•�s -- s ---- s'._. S ,—� = 5 = s = s = r'-- "• ---s s — .�= .� � — -- I W _-- W _ EX. LATERAL STUB PER AS-BUIL TS PR — — — — — — — — — — 16. 00 — — — W -----. W GAS XB "TEES CAS GA GAS _GAS GAS S G S_ GAS GAS AS — GAS GAS GAS_ GA GAS GAS GAS W GAS IRF WV — 'v --EX. 8"I STUB — — — — — — EX. 10' GAS ESMT — EX. 20' DRAINAGE & UTILITY ESMT — — S 45' 50' 39" E - 3J7,14'WV E S — EX. 18 RCP — — — TEST PIT REQ D INV=759.5 -- — — — l757, 75-((A))-2F � LOT 8 WIW I I I I LYLE P. STROSNYDER, INC. I \ DB 921, PG 1021 I IWI IWI I �I ZONED: B-3 W I W i USE: HVAC CONTRACTOR I IWI WIWI Q I � 2" OF SM-2A 6" OF 21-B COMPACTED TO 95Z DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 9590 DENSITY TYPICAL PAVEMENT SECTION FOR PARKING STALLS ONLY 1.5" OF SM-2A .3" OF BM-2 8" OF 21-8 COMPACTED TO 95Z DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL PAVEMENT SECTION FOR ENTRANCE AND TRAVEL AISLES 4 " OF 3000 PSI CONCRETE W/ FIBER Q 4" OF 21-B COMPACTED TO 95Z DENSITY \� SUBGRADE FREE OF ORGANICS & COMPACTED TO 959 DENSITY TYPICAL SIDEWALK SECTION 8" OF 3000 PSI CONCRETE W/ WOVEN WIRE REINFORCEMENT p 8" OF 21-8 COMPACTED TO 95Z DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL DUMPSTER SECTION Seedina Schedule (per section 3,32 of VESH 1.) Topsoil will be spread at a minimum depth of 4 ". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 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 75 % Kentucky 31 Tall Fescue, 10 % Annual Rye, 10 % Foxtail Millet, and 5 % Red Clover at 200 lbs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. Lighting General 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. Sea;(s and Signatures �V, . , c I roc BENJAMIN C. y MONTGOMERY po No.030342 �Z SSIO Co 1 ;. 0LL O LL CO 04 0 UJ o 0 a 9r to d E0 U E � E O O @ ILLJ C N O C CD O U O t� O M C .� o ) to :3 &-� cz 23 C z z z_ z z z Q °ow 2: U z 55�� R. z a- z as z ts. ti W LU 0� z Y 0- tD Q =n U m Q� z z a w a z � 2: O U tY nw w cj� z O U tY a w C.,� z O U rY nw. w o� z O U rY a w C� 0 8 0 O 0 000 0 � 0 r,4 r\ 0 l 1 00 0 N a) NAB ! �^Il> DATE: SEPT. 1, 2003 t SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 OF 5 765 760 755 750 745 740 0+00 770 765 760 755 750 745 740 0+00 F -759.90' =755.90' 1 I i ! + 1 O � N, � / I CIO t\ �, PDX 0+50 1+00 1+50 2+00 2+50 3+00 PROFILE THROUGH OFFICE & WAREHOUSE BUILDING HOR: 1 "=50' VERT.' 1 "=5' 3+50 765 760 1 60' PROFFERED RIGHT OF WAY FOR FUTURE ROAD EXTENSION 755 I I 750 sds says 745 740 �, } 4+00 ( j I 1 1 I 11 , , 1 I 1 1 1 \, 1 1 L \\ I o ' ( I 0+50 1+00 1+50 2+00 2+50 3+00 PROFILE THROUGH AUTO REPAIR BUILDING HOR: 1 "=50' VERT.` 1 "=5' 108" L � 24 I J " I H2O LOAD RATING TOP I 24 ' 4" INLET BALL VALVE 1000 GALLON TANK 'ALARM" SWITCH - 28' — CHECK VALVE - "ON" SWITCH - 22 "- "OFF" SWITCH - 10'—' 75-((A))-2R LOT 10 RT&. T PARTNERSHIP OB 662, PG 48 ZONEO: B-3 USE VACANT 4. I<FiA��inlX/� GRAPHIC SCALE i � rll�l�l• , 61.6' 61.4 . 9,000 sf total `\ I + I ' r i 59 o HT---20' � I I AL'10 REPAIRI ; -Q ( I 59 I( FF=759.33 I 61.8' 61.6' I / ' I 59 /NV --753. fi' 61.7'. w� _ " I Sic)� v v r �' IFCSA ' TAP I3, j 7 ,g ¢ ; + I 58-,1 61.961.8 58- --s� I 11� W� / j��5 toLcern / TE PIT �' I ! W 160 58 I 1 I/ 5 760 l• 1 755 I I 750 i i 745 I i 740 3+50 4+00 CONTROL PANEL MOUNTED INSIDE 1 " OUTLET A Z" LO 2HP GRINDER PUMP ZOELLER MODEL 820 OR EQUIVALENT — 96" zOE EP E�rronr�x�D ZOELLE�T . Pr?ODUC4S LOUISVILLE KY, TANK DESIGN PROVIDED BY: LOUISMUZ Kr. "S = PRECAST WINCHESTER BUILDING SUPPLY CO., INC. (540) 667-2301 FAX (540) 667-3430 770 765 PUMP INFORMATION PROVIDED BY: JNO. S. SOLENBERGER & CO., INC. (540) 662-3457 832 BERRYVILLE AVENUE WINCHESTER, VA 22601 58 59-51 \� 61AIX CA } } _ L T � I'' 62.0 I 6� �I�`a ` � i 1 I '` N i `I I lip �1�� 1,2,50 sf I f UNIT 1 I I 3,750 sf 11T-20 7-4AYS H,20 U; 58~F-7.5- 9.9rF=759,90'0FFICE -HOUSE IIl }} } } 1 ` 1 } ` q ACCESSORY USE , �v I i4� II II � (; c 1I I I I �(� I ,I II I\ I 50 I k --n.. -- _.2,5" o{ 1 Frrcema� tA, -RX L JUR PE I; A -Pr Ii i PRGVOE`0 +5� Q"GAS �E I yl, s GAS -- s45��cas 1 GASvy Y IR \ sT 1 c—A, CJ '`f" 3._T E 10' 6i I r-I J!'i�! ` 18 tcCr' i{ I TEST PIT62. I `G llt'✓ "fit . __ \ 62.6 'x `1 ' \ FIRE MARSHALL NOTE.` BUILDING AND PROCESSES SHALL MEET ALL REQUIRED ! ; BUILDING CODES AND REGULATIONS AS WEL AS FIRE PREVENTION CODE REQU/REMNTS INCLUDING CHAPTER 13 APPLICATION OF FLAMMABLE FINISHES AND CHAPTER J I 32 FLAMMABLE AND COMBUSTIBLE LIQUIDS IN THE I 1 1996 EDITION OF THE BOCA NATIONAL FIRE PREVENTION CODE OR THE 2000 EDITION OF THE IFC. SEWER PUMP TANK 1. THE 1 " FORCEMAIN AND THE TANK ARE TO BE SET BY THE SITE CONTRACTOR. 2. THE SEWER LINES FROM THE BUILDING TO THE TANK AND THE GRINDER PUMP ASSEMBLY WILL BE INSTALLED BY A LICENSED PLUMBER. 3, THE PANEL BOX AND ALL WIRING FOR THE PUMP AND ALARM SYSTEM MUST BE PERFORMED BY A LICENSED ELECTRICIAN. /RF, 1J•NA{ilVA, t_7L 61' ;J hLLi�. r.,.;.`!I ! \ J `r.i Jti lJ� C '— .1✓/, i.� .,) + 1 4t 75--'((A))-2F ,° t LOT 8 L YL E P. STROSNYDER, INC. I DB 921, PG 1021 y +V j ZONED: B -3 W USE HVAC CONTRACTOR TAPER PROFILE I I << ! LU co 4 " X I" SDR-21 REDUCER 4" SDR-21 SEWER LATERAL --a— 1 " SDR-21 FORCEMA/N --+F-- 29 MIN. SEWER CONNECTION DETAIL 12" OF 21 B �--- 12.0' 3.5, 2'-7"(CG-6) w N O J to to U Lj- m� ��:z LO ENTRANCE PROFILE Seals and Signatures L� H OF Vl G, BENJAMIN C. �D MONTGOMERY No.030342 c�, y CA o� c CD o U 00 c o CD M� c N Cp to � y i�. coy V V V I Z Z N LU a a o. 1-4 Ln LU w w w ., Z Q2: 2:X w U O O U Z —j a a a � m a Uj QUj � ce Uk,p O O O O �' O N N Ln Q O —1— .-} N '. 4 a� r o jONA �v DATE: SEPT. 1, 2003 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, SHEET 3 OF 5 EROSION & SEDIMENT CONTROL STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all loll 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 stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be Installed In both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if annored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property, d. Material used for backfiiling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface, Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to Individual development lots as well as to larger land -disturbing activities. 18.A11 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation, 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: EROSION & SEDIMENT CONTROL NARRATIVE Proiect Descrivtion This site is located in the Kernstown Business Park on the west side of Prosperity Drive. The purpose of this development for the construction of 19,000 sq. ft. of buildings to be used for offices, warehouse, and auto repair. This development also has parking and drive aisles for access. Existina Site Conditions The lot is a vacant field with brush and an existing regional stormwater management pond installed and maintained by L.P. Strosnyder as shown on their site by others. Adfacent Parcels The areas to the north are occupied by a HVAC company that is still being constructed in phases. The area to the west Is a railroad and overhead transmission lines. The southern parcel is vacant woodlands. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA" shows Carbo-Oaklet rocky silt loams classified as #6C. This soil is predominately yellowish brown silt loams over bedrock and offers 'severe' erosion hazards. Topsoil on this site appears to be 9" thick with several rock outcroppings. Erosion Control Proaram • Install construction entrance with wash rack • Install diversion dikes • Install rip -rap arc around stormwater management pond's outlet • Install ditches with check dams • Install culvert with Inlet/outlet protection • Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land 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 supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8. During 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: The Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. 60' PROFFERED RiGHT OF PIA FOR 75-((A))-2R (( )) FUTURE ROAD EMNSION LOT 10 75- A -21i i RT&T PARTNERSHIP tOT I I D8 662, PG 48 CARLTON R. NEWUN ZONED. 8-3 INSM 000009218 I USE VACANT ZONED. 8-3 USE. OMCE/WAREHOUS£ o � �— 6 X CRIOD? & SHOCKS INC, OF WV INSTR. 000001335 ZONED: 8-3 111 f ► N I ij• J- i USE AUTO REPAIR 1 , t li I N 1t i f E !• � I z i� � I � � I �� . I i, a Ida II r�� �3II� ,I ! I II itI/ I 1 II ( Ls_� I 1 e—s ! / t rat' J LATFRAc _. �8 I Ea .`S�r�ull rs a, wyy I W II 11 I �l FLOW #57 Stone ELEV= 744.0' g�`�. VARIES EX. GRADE LENGTH - 44' EC I RIPRAP RIP -RAP ARC DETAIL TO BE LOCATED IN EXISTING POND Stormwater _Management Pond Note: All accumulated sediment shall be removed from the stormwater management pond at the time of final site stabilization. As part as of final site stabilization, grading and seeding the pond will be necessary. 765 760 755 � 1 Z' . W _ �6$I4,.. _ --- -------__--------- - tnE P. STROSMER. INC. DR WI, PG 7021 ZONED., 8-3 USE. HV,4C CONTRACTOR I TALL X 12" H/CK WALL- 4 8 W/ E X 12" THIC FOOTER 765 I�T�] 755 0+00 0+50 1+00 1+50 2+00 RETAINING WALL PROFILE HOR: 1 "=50' VERT. 1 "=5' C O ^ 0 5 h in c p o 0 O � � V 5 Q) bw C p y J �,3C7 C WI I W w I�I UJ W 30' 0' 30'Rot J W WW GRAPHIC SCALE O O U W O W r ) ,Q �+ 1 m W 12" FINAL WALL DESIGN WITH REINFORCEMENT TO BE PERFORMED BY ENGINEER z z z F" Z LU a Z Z g o- U) ju0­4 LU w U I- w o i- w 0 I- w 0 and Signatures C--,,Seals Z 0-4 Y = ca U a U UJ a U a THOF�r 'PG, a � a w w oc w oc r2 BENJAMIN C. v W 'f' o c o 0 MONTGOMERY p o o i �O No.030342 �� �� TOSS �G,� ZONAL DATE: SEPT. 1, 2003 SCALE: 1" = 30' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 4 OF 5 >N U 0 METER BOX and COVER O � 'A' 'A' 6'• grade trench CO CO N minimum �'--� r6° minimum° METER SIZE METER BOX METER BOX COVER trench width Q CO general backfill ;�;, w Non -Traffic M32GPW as required i A,•, n, 00 general backfill form board (typ ; machine excavation limit 5/8"x3/4' or 3/4' 18 in. Dia. ; , • 1+� see note) ) �' l:r:, 'ir,. Traffic A32HH-T �ha co (see note) . ' �� ' �+ ,; •; ' T . • ., • �• 'r- 6` die. schedule 40 steel `�; + ;• •• • • • • • • • (Frame) WITH RML-1-T (Top Lid) A ;• "'' pipe filled with concrete .B. 1 24 in. Dia. MC ',' ' and painted yellow to " Non -Traffic v 3' :4 r Traffic MG30 (Frame) WITH RML-12 T (fop Lid) �'; • :1, t iA „1 y ?� nil 4 )II treated 2"x 4° with 2 concrete s A,ly ' xX� trench bottom meter box top 6' painted blue gate valve gate valve and cover 4; 24' select backfill 24' select backfill &boxes &box undisturbed earth stone bedding •',; • ,F �, + ..,, ® u (see note) (see note) sidewalk 5 ft 24" 18" 18" dia. 1 V-6" ' c:w ;r• TYPICAL SECTION concrete TEE, WYE, OR PLUG " ? ' •'",; A ' • ' encasement l 6• r"' g• In lieu of wood forming the fitting may be wrapped with *denotes hand excavation k concrete pad 3' 1 N 1'-6" sq. x 6" deep `' '( m ZZ O.D. O D• polyethylene, and the concrete poured to completely surround "D' = 12" min. for 10' and smaller pipe meter by N O 1 /2 O.D. the fitting and against undisturbed soil. The bearing dimensions NY = 18' min. for 12' thru 20' I 18'-21' concrete N U against undisturbed soil shall remain as shown. pipe F.C.S.A. see chart below for A, B, C dimensions. 3' stone thrust block \ x Q of surrounding box BOLLARD DETAIL w co 6• 6. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS '6" minimum Meter Size Coppersetter, m stone Pie Plugs, es & 11 1/4° and 22 1/2' 45' and 90' 5/8" x 3/4' \ !L U � stone P 9 Nh ,P A-C3635-Ot w/ 7 Y' Opening 8"-10' 1 j C Dia. Tees Bends Bends rn O A B C A B C A B C �. '+ 4'stone O 3 u E STANDARD CONCRETE ARCH r^ , •a;; yi 3/4' A-C3635-01 w/ 7Y" Opening direction of setting to be approved prior to installation 6' 1'-0' 0'-9' 1'-0" 0'-9' Y-9" 0'-9' 1'•3" 0'-9" V-9' '? , 8" V-3" V-9' V-3" Y-9' U-9" 0'-9' V-6` 0'-9' 2'-3' 1: ,+ '! " © screw type O (D n 10" 1'-6" 0'-9' V-6" V-0- 0'-9' V-3" 1'-9- 0'-9- 2'-6' �n�r' 1° a adjustable valve box 36' min. N 12' V-9" V-0' 2'-6" 1'3" i'-0' V-6' 2'-0" V-0' 3'-0' A-95319-06 w/ 10 /a" Opening ° 12' (h general backfill general backfill : 14, 2' 0" 1'-0' 3' 0" 1'3' 1'-0' 1' 6' 2 6" 1'-0' 4'-0' (see note) (see note "" as required concrete ad 1 16' 2'3" i'-0" 3'-W 1' 8" 1'-0' 2'-0' 7 9" 1'-0" 4'-G 1" CTSpolyethylene tubing p 6" sq. x 6" deep 18" 2' 8" 1'-3` 3'-9" 1' 6' 1'-3" 2'-0' 3'-0" ' 8 location marker 1' 3° 4'-9" (PET) 200 psi with SS Inserts saddle with O.D. 20, 2'-9' T' 4'-0' V4 1' 6 2'-(r 3'-3" 1'-6' S'-0° at all connections corpstop-stone valve megalugged O.D. O.D. to main 2" min. - 6" max. 8' 8" � megalugs 8 8" 11 1/4° THRU 90° BENDS stone r ',�,�•-megalug 24' select backfill 24" select backfill "coupling � � " � 4" Slone (see note) (see note) , type galv.fl rods over fittings and COPPERSETTER COMPONENTS (PJX FIP) C14-44 : 8,t Y; screw e :+ embedded in concrete thrust blocks. with SS insert and vr• i adjustable A M meter height service line copper -Inlet- Outlet- MIP plasticplug;r , valve box stone size g connection bar tubing size Angle Bali Valve Angle Check Valve P i r+•;«,; o ,• f ;;•); stone stone to be minimum 6' O D• %1 6" 5/8"x3/4" 18" D-31014-12 of 6" above top of base r FITTING SIZE ROD SIZE NO, RODS EMBEDMENT BA13332 WSN HHCA31323-TV-SN locator marker 1 /2 O.D. i' }'; , 12" &LESS 6 2 30° w/ C14 44 1 Ye " O.D. w/ CSB-43 w/ CSB-43 .,..; thrust block 18' to 24" i stone •t a� r ' ">, ' • ' y'f' 14' - 20` 8 2 36' w/ SS Insert k 3/4' 18" D-31014-12lid egalugs Concrete w/ C14 44 1 Ye " O.D. BA13332 WSN HHCA31323-N-SN (for valves t 2' and larger) U %C 6' 6" �,d �'" w/ SS insert W/ CSB-43 w/ CSB-43 TAkt ly Q concrete concrete 4 Fitting V I me f ru I k in 1" 18' D31014-12 ^ •i"� • SL• 0) size 11-1 4° 22-1/2° 45° 90° w! C14 44 1 Y' O.D. BA31 444 W HHCA31-444 TV „T r'0 ti VERTICAL BENDS fin% :� '•; w/ SS Insert ';� '� w;•, > �j, , •1-� O stone bedding 6" - - - 1.3 Note: this detail is also .4;t1 '"' e `� ` • Co C CONCRETE CRADLE CONCRETE ENCASEMENT 8' - - 1.1 2.3 INSTALLATION NOTES: used for butterfly valves ,.,�� i A���' �i ,; I i mechanical joint � 10' - - 1.8 3.7 1. Exact location of meter box assembly to be approved prior to installation. yt IF '+^ swivel tee with LET THRUST BLOCKS FOR VERTICAL 12, - 1.2 2.8 5.5 2. Water service crossingstreet: 14' 0.5 1.7 3.9 7.6 ) pipe. piping Y ^� 6 branch UP BENDS SHALL BE THE SAME a Encase in 3"diameter SCH40 PVC or SDR21 e. Theshall run from one foot beyond sidewalk, across the ," I � 0 •"� O AS FOR HORIZONTAL BENDS, street, to one foot beyond sidewalk. U � NOTE: To be compacted to 95°� of ASTM D698 maximum density. 18' 1.4 2.3 5.1 - b) Install 12 gauge Insulated copper wire (for line tracing) from corp. stop to Into the meter box [wrap wire around corp. Ir 20' 1.2 3.2 7.3 - stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 20' 2.2 4,5 7.8 - 0 TRENCH & BEDDING CONCRETE THRUST BLOCKING 5/8"x3/4", 3/4" & 1" METER INSTALLATION GATE VALVE FIRE HYDRANT ASSEMBLY Figure 1 Figure 2 Figure 8 Figure 9 (4 FOOT COVER) Revised � "n � Figure 5 Oct 03 C k O na O N TREAT WOODEN PANEL STONE CONSTR UCTION ENTRANCE RACK CHECK DAM WITH WATER SEALANT. SDR 35 spigot SDR 35 spigot by � 0 M U ). by gasketed SDR 21 gasketed 2 ACRES OR LESS OF DRAINAGE AREA: n c_ a, R e 1 bell 45otbond bell adapter 2 70' MIN, PEXISTING AVEMENT J � 5' C7 A� 3 5:1 ` 6,1 MOUNTABL rM r ry ® FILTER CLOTH 6" MIN. A (OPTIONAL) BERM 3' ���s[ q FILTER CLOTH R cast eilaleono �' with b`Hf;ad�ass SIDE ELEVATION (OPTIONAL) 3' minimum @LrT[tV top of the SDR 21 gasketed anellRt ffa����1\l�Z,[T,x SDR 35 8 x4" pipe and fittings SCH 40J finished grade , EXISTING GROUND (DOWNSTREAM VIEW) gasketed bell vrye solvent ' '' " ' T (see note) weld cap " +' square concrete skid pad 70' MIN. 1 i y ' 0'x 2ON 6' deep VDOT 1 Property cast ��d ' ,r1 kr Sgad D WASHRACK 10' MIN, COARSE AGGREGATE , , ersun(OPTIONAL) TYPICAL 6 TALL BY 8 WIDE DOG-EARED line �QQ VALCO Inc plug having a coup PA4S square FENCE PANEL. INSTALL ON 4 "X4 "W �� � wit No. 71B06 head Panetta Model PA4SV-CSK (4) �W ti?1 $ TREATED POSTS SET 3' DEEP. � 18" with lid marked 'SEWER' 4" stone » 10' MIN, SDR 21 - cieanout pipe, 12, MIN, � EXISTING PAVEMENT DUMPSTER ENCLOSURE FENCE DETAIL botleenselC 5' of box SDR 21 location marker 36' min. ( t brick base N, r • S. [� cover.I��� F VDOT #1 I � POSITIVE DRAINAGE 10 MIN. SDR 35 {� ` r r' r��',bell ede ere COURSE AGGREGATE T❑ SEDIMENT ° ° e ° ° ° At;Y,; /. A Pt H 2-10 ACRES OF DRAINAGE AREA: stone oeo°oeoso°o°o°o°o°o gasketed bell vrye ;;�.,••s ••;,•.«:i�r TRAPPING DEVICE CWD oo°oeo°000°o°o°o°o°e°o°o°o S�3RRRR a,� on,ne� w °oa0000°0000°oo°o°o°o°o°oa°oa°o°°o°o° th sanitary (Seenete)�':�'�"`." •.Ct7n i7Dc petlt@Qi I Q °r;+ �'tl9tl e � ` +MUST EXTEND FULL WIDTH ° sewer main n•'Mr. 5• A + SDR 21,',; ,, , A+'` rbend (see note) OF INGRESS AND EGRESS OPERATION PLAN VIEW 1 f n SD s y • x $=IT APPIIDACN :MIS . io +!', ,. 1t^.A ° �� 'y xi 'ti1'�y' i A•ot IMrAW' J6 YMl1[ 'V C) ur BUOtIb TO BC Ai li 1 IIOAOs�AY treated 2 x 4" Wth 1{•.fIL�IX.a�.:(rtirt� t>M i; ti V. is 1.�• �• L' 4� Ali^ i:'--------- Q top 6` painted green •' �; : " ;+✓ '' s' T •^ ; 'Yg "' TPAOWR oN PlA6> , G C 1 atAOAM TO r AS _ _ _ tRa•N a I1A/6, � �I ¢ , { 12' MIN. S7V00-12ism U) (/'� ti ' 4" pipe at 200% 6" stone bedding " FILTER CLOTH 3' A sanALR ``` t� OONCKtt °' ;,�,, ►. �•, minimum grade 3" MIN. �• '� 3 MIN. (OPTIONAL) EYrWealT ror+r _ --- Er�ANpoAT AD.Fr Q � NOTE: ff.tMpe>le�tQttrT�isea gl�ttlf$rttiao ABt Aedp, -- ° -- A �l t aC tlfeeefgetaDRilaeadTtTbttRstTeg�ge�iettBID®8�tL � U the property line. (DOWNSTREAM VIEW) ilor!= ROTN -r r-D• a Aa AURR,tt 11DMAT SECTION C-C Note: If to of main Is 2. If top of sewer main is greater than 15', then greater than 15 ft deep wye and bend to be heavy wall SDR35. FILTER CLOTH SHOW ON TYKA SCCTICK �� VFW � "j r use heavy wall SDR 35 SECTION A - A w W i' concrete cradle if top 6",_7P VDOT #1 t0 caMNtACT wja CwA=$ +ITN A rARAeote Ctaw. O U O • of main is greater COARSE AGGREGATE i�CAtrtoT�s' �.. U_ than 15' deep" . ,1'•• " +,•• q'rARABa1e nR,vt t�E1� t a fl,aaa RC FLOW t o FOWL '' • r r , ;.? ; 1 r'; , - -s �7 3' wRaK Rr r Ay - - - - _ - - o crT No �v ar°Rr CiTs" u `T KCONG ` a �; ON sAalO�ioEOD OC S.,li. 4D'1WL T MAW11 2 GRAVITY SEWER SERVICE LATERAL SEWER CLEANOUT fsed 0R TK OnRW/C[.S " Figure 15 Figure 17 OctRevi 03 Q1e_q SECTION A - A ®a�r" "C°r"oN aRucTro REINFORCED CONCRETE DRAIN SPACE CUIDELMES FOR GRADE CHANGED T �• ���� SECTION B- B CLASS I RIPRAP ENTRW� ��°� SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control and Va. DSWC Plate 3,02-i SOURCE: VA. DSWC PLATE. 3.20-1 � DAD" 1�R logo � ON 3 t SEE T»o,RD C0.12 ?OR y1J .Ar. DCSM mmm wo-600 10M s3 t { t TO USED TRTN TNS STMOACW�tR�,CTgR pf LOW OLSs THAN SDo vPD1 sot • t 'X. A P��, e m�. p rROYE[ POSTM[ ORAALADE-TORN o TK NrRASl. PIPE OUTLET CONDITIONS ED->� y �--�`'" "W""�'""`°` z TEMPORARY DIVERSION DIKE SPACING -BETW�fEN CHECK DAMS �p'� METHOD OF TREATMENT- U A T �t"� O� - RI1[If71CC Ir \,• �,�KK CONNECTION FOR STREET INTERSECTIONS 0 L x so¢ AND COMMERCIAL ENTRANCES (/� y,M yy YNOP/A DERWr1KM[ or 1RNSPORTAT1p1 E `� -{`^ A[OG[ D�TPAYp�tNi1N� A ado (MIN.) 7�z � "' nn n W > L = THE DISTANCE SUCH THAT POINTS Ii �a 11 `"DSS"lN II ERROR a d�o Compacted Soil A AND B ARE OF EQUAL ELEVATIONa AT INTERSECTION [� W TYPICAL PLACEMENT Seals and S� natures ¢ WITH BUFFER STRIP d PIPE OUTLET TO WELL 6'� °-'� DE 18" min. y• y Y e17'rne! r �O. CC •s cc•T' 0. , W FINED CHANNEL OR cG '2 sTo. CD•x •v n „ .l+1IIAx. PLAN VIEW - - -Flow A•.W-1 ALTERATIONS °"Po`o1 �P TH Q CM. , • IILL P(AYR56LC •.. S P • •. ; `• �,� a ' ^ % B cannRA:l B ,ONT T�i•a�coian Ipmatit a mwooaiART oESICR Safi KI[roitAiion cM eE v9ED ,NIN � '---�- •L[-•Sl / _ _.__ _.._ oATOACa6. AOXXINIM 00 SHORT P[PP�pAT DO?TOM OF IWO io,C olIT RW To RAPPED 1°CM K PRO,cc mrt A [�AloscAr[o LT L �,.A� DR �Do M TD tK sot•AL. Tt A •SS A- :w PREC- B E N J A M I N C.CLon RAW rLoOR to '" o INE 0 7 --• ' 1 PDCWCAST OR •L'AS� M ACV. THE DE ECTMT[•�IIWIC 44t WEM►RPY= Phir FLOOR �POSm A CKCAIE •\ �-- 4.5 min. ---►I MONTGOMERY E• _`�-• cope. SI stilt UW Eitrm A K FOL Aa'E of ,T.L M -�� A ..I rUopecouts is O or RAr RMI MAT eE AMO YBARS. sCILLY RTN RAMP naa OR BY 09AD No. 030342 O` La d l� TANGENT PLAN r tOOR oWs6 PPREcnuCTbr�wLES"hdLST �o m roll DOWEL BARS so THAT ADJ MIo PUAW socs "�•- IMTS OF [ODSE A"KCATE SO[•KR CAR R CAST N PVt[ AFTCR PtACE1R.Nr OF PRECAST RWO FLOOR. PRECAST CO OMIC "L t[ CLASS A-/• SECTION A -A i- ---• FLOOR, BARS ARE TO BA wO - r PLACED"C TCENRR ID CENTER Alai BOTH sacs ar THE A,rr FM A W$ *Lt OF R!V FLOOR- IMAA1 R A? T C CONTR M%j-. -'�•�- PS 00,1[L3. B- RAW RO/s wA K AND EX DS AND ►RE FOR Al WA COOk ACt Wr LAC[. fdl 1nDRAlAC CETbIT IDNC ° IPE C•C � OO,R7tK So[1llx Mo 1LW( D ARCRCOATC )h"*? .COtoLCoo RALK[. FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER �uoPt n I s / CONS na, ADNI o s'em Aw OU1tU FLOP( *RW.s*bRs AwAtt..r to To wee Rnvs wa Nauom N PAT,twi SSIONA L `\v f1AAAlv11 FOR CLNWCL M A0 curIM DATE: SEPT. 1 2003 NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION to AAMattEOCOTo * a " srowTAa a�rm°RA1O c WIMI Ar URNS DR nos srANDAAD c r CUB RAW$ ARE TO BE LOCATED AS $110RM ON TIC PLAMS OR $3 DIRECTED BY M EN001A, BASKET, OR CONCRETE. SECTION B-B DST ARE 10 K NWOCD AT °rTCRSECTONS RKITIVER AN ACCESSABU ROUTE ■ TIMM M WHI Or 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED m KtEssaE RaAIE IS 0(rNEO AS A Carto10o1 MY or ,, ISOINAY FAWTY CROMS, A RIM RECW1a.E3s Or RK00 $M1NlR 6 USING PLATES 3.16-3 AND 3.18-4. SOURCE: VA. DSWC PLATE 3.09-1 PATH iffCFM ALL[,FA,11 »W SLP 1ENTS1W11 on As (0,011 D BY T ENT. INCKt WJST R LtCAT[° TIE Lvm[sTRIWI VO4a Slop A8 K%. a1 PIWa SCALE: N/A SOURCE: VA. DSWC PLATE. 3.20-2 PATH Eai"i cA ALL Aee[SSMIt .twast s a A DR Ti ; L"T P re[ E,RT+CER.ANO MPM wr TR WR LOCATED AFFECT T KOC s1DP LNts. THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FACAIIr M CAN DIE APPROAry w; r[AEo Aw nofrrc L1aN POt[s,FRE TIf'atWlrs.DRO► [a[rs.(1c. RL l50 Wr[cr e•LAwc11r. VS[D Rr P[mD,es NIN NOBLITT NPATAUNr:. FREDERICK STANDARDS AND ORDINANCES, ANY DEVIATION 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP R.DUCt FILE NO. 0110 (ACCESS FOR MOBILITY IMPAIRMENTS) OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE Source: Va. DSWC Plate 3.18-1 PD,D, ViRWUMPART•EN' of 101ANSPOR1ATIM ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 5 OF 5 ME LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP o SCALE 1 "= 2000' N C EXISTING FEATURES 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additional/ meet t p y the Frederick County Sanitation Authorlty. VI. All work l conform h latest editions of the Virginia Department of Transportation l o k on this protect shall co fo to est ed o g p p The Virginia Erosion Sediment Control Regulations, � 4 � W °' (0 _ all requirements of (VDOT) Road and Bridge Specifications and Standards, and co co EXISTING EDGE OF PAVEMENT ___...____ _ _ `_'�_ _ -_ ___... ___ __ 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. and any other state, federal, or local regulations applicable. in the event of conflict between any of these Q o good Co 0 EXISTING EDGE OF GRAVEL � � ` c � 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. standards, specifications or plans, the most stringent shall govern. p �� to V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety &Health ` - for the Installation through 2" 4. AuthorityMaintenance Department Is EXISTING CURB AND GUTTER X (f � r The Sanitation responsible of water meters P P 9 Administration and VOSH Rules & Regulations. 9 -- - in size. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar; V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in S EX. INTERMEDIATE CONTOUR - - -- -- - - - 48- -- - - - - -- ''� ate^ 2 the frame and cover to be set to the final grade of the lot, accordance with the current edition of VOOT's work area protection manual. Furthermore all traffic control -� to , ' `° o EXISTING INDEX CONTOUR - - --- ___50----- --- -- ---- 3) the distance between the top of the cover and the yoke bar be between 18 and 21inches; and 4 the box assembly to be in working order. It is the developer's/contractor's flaggers must be certified in accordance with VDOT's January 1994 (or latest) edition of Road & Bridge S Section 104.04-C. o;�� F all components of meter proper P P eciffcations SITE> � � EXISTING SPOT ELEVATION X 50.0' responsibility to have the meter box assembly installed correctly. b ti~ � C Z EXISTING TELEPHONE LINE ---- 1 --- ---- -- __._._._._.,._ 5. For water and sewer services that connect on existing line: V4. The developer shall be responsible for relocating, at his expense, an and all utilities: Including traffic signal P P g P y g g ji ♦w� of (A) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. An poles, Junction boxes, controllers, etc, owned by VDOT or private utility companies. It is the sole �� \i o E EXISTING SANITARY SEWER S S S application for service must be made and fees paid before work will begin. (B) The Authority shall furnish and install all 5/8 3/4 and 1 water services. responsibility of the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction activities. VOOT approval of this plan does not relieve the developer of this J0 .-, :r „ a � a) o , , responsibility. �, N cn EXISTING ELECTRIC SERVICE - ----- r ---- E ---"------ � ---" "- (C) For 1-1/2„ and 2 water services, the Authority shall make the tap and bring the piping to the property line. The contr3r-tor is to furnish and install the meter vault assembly. The Authority will install the meter. V5. Design features relating to construction or to regulation, control and safety of traffic may be subject to EXISTING GAS LINE - - GAS GAS --- (D) The Authority will Install all sewer laterals. change as deemed necessary by VDOT. limb._ E • 1 •`-„ f,-,c �' EXISTING STORM SEWER = yt = = - - - = - - ` _- 6. When an existing water main is tapped for the installation of a new line: (a) the Authority shall furnish all V6. Prior to initiation of work the contractor shall be responsible for acquiring all necessary VDOT land use P q 9 �7' PROJECT INFORMA TION _ labor and materials to make the tap. (b) the developer/contractor must: (1) make application for the tap, 2 () permits for any work on VDOT right -of --way. Owner/Representative Developer EXISTING FENCE LINE - - X - ---- X --- -- pay deposit (before work begins); (3) mark the location of the tap; (4) make final payment when the work is Pippin Enterprises, LLC Commonwealth Design & Build completed. V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged and held by % Commonwealth Design & Build 1200 West Fairfax Street EXISTING DITCH LINE 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies, and VDOT prior to Initiation of work. 1200 West Fairfax Street Stephens City, VA 22655 EXISTING WATERLINE W/ TEE W -=i T i - Stephens City, VA 22655 (540) 869-0308 `=Y• `' 8. Any water service line must have a double check -valve or PZ backflow prevention assembly, as required, V8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined (540) 869-0308 EXISTING FIRE HYDRANT � 1 installed. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a length of time. VDOT will also require 48 hours notice for any inspection. Property Data Building Setbacks Per Code Proposed ■ U EXISTING WATER VALVE W W building, a remote readout is required. Tax Map Number 75-((A))-2Q Front: 35' 36.0' p LC W W 9. All fire lines shall have a detector double-check valve backflow prevention assembly or a RPZ backflow V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Address Prosperity Drive Left Side: 15, 18.1' Area 1.9350 acres Right Side: 1516.0 C N o ;, °ram° 0 EXISTING REDUCER ossembly as required. The assembly Standard No. 1048 or 1047. A remote prevention aly shall meet ASSE a Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this Existing Zoning B-3 Rear: I S' 102.0 EXISTING TREE DRIP LINE readout q wired. project shall be maintained throughout construction. Proposed Zoning B-3 Existing Use Vacant Parking Setbacks Per Code Proposed cn C -) PROPOSED FEATURES GENERAL NOTES V10. Contractor shall ensure adequate drainage /s achieved and maintained on the site during and at the end ofLeft Proposed Use Office/Storage/Auto Repair Front: 5' 12.5' Side: 5' 5. 0' CD o 0 V v. construction. Right Side: 5' 6. 0' 'a 1. Permits must be issued from VOOT prior to any construction in a public right-of-way. PROPOSED EDGE OF PAVEMENT ____-_ PROP r P ._ _ V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and Zoning Data Rear: 5' 7.8' Open Space Minimum 25% C co F when possible are to be installed under roadway drainage facilities. Use For Parkin Unit Space per Sq. Ft � n) RGF �� PROPOSED EDGE OF GRAVEL _._-._..-_ _ _.___ ._' _' .' . r.. � ___ _._ w_ _._ 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately Open Space Proposed 26.0% Office Space: 4 750 1 per 250 sf P P F.A.R. Maximum 1.00 Service Bays: 8 3 per Bay C o 0 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering F.A.R. Proposed 0.23 P _ PROP. CURB &GUTTER `_ PROP CG-6 � and leaving the site. brought to the attention of the engineer and VOOT. Work shall cease In that vicinity until an adequate design can be determined by the engineer and approved by VDOT. Loading Space: 19,000 1 per 30,000 sf Q @� c 4 4. Any damage to neighboring properties Including county roads and sidewalks, caused by the development of Total Parking Spaces Required 43 (n PROP. REVERSE CURB & GUTTER l,'�/�� f x�Op (_ (;-. 6F, %i T �- this site will be the responsibility of the developer. All damage must be repaired to original conditions. V13. All fill areas, borrow materials, and undercut areas shall be inspected and approved by VDOT Inspector prior # of Handica S aces Required 2 Building Data P P �■ -0 PROPOSED CONTOUR 50 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control g to placement of fill. Where CBR testing is required, a VOOT Inspector shall be present to insure the sample obtained is representative of the location when soil samples are submitted to private laboratories for testing. Type of Construction 2C - Metal # of Loading Spaces Required 1 YP CZ C � a c W J o Handbook" Section 3.02. The contractor must maintain this access for the duration of the project. The samples shall be clearly marked and labeled as belonging to a project, which will be accepted by VDOT, Proposed Use Office - WarehouseJStorage/Repair Total Parking Spaces Proposed 50 PROPOSED SPOT ELEVATION -r 50 °� 6. The contractor will be responsible for adequate and positive drainage of this site. and that testing shall be conducted according to all applicable VOOT standards. Proposed Area 9,000 sf + 10, 000 sf = 19,000 sf # of Handicap Spaces Proposed 4 Height Maximum 35 feet PROP, 24 " ADS PROPOSED STORM SEWER _ 7. The contractorr will obtain a Land Disturbance Permit prior to any site work or construction. V14. All roadway fill, base, subsurface material, and backfrll of utility/storm sewer trenches shall be compacted in # of Loading Spaces Proposed 1 Height Proposed 20 feet PROPOSED SANITARY SEWER S S S 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. 6" lifts to 95 % of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2 % of optimum moisture for the full width of any dedicated street right-of-way. At the direction of a Sign Data Sign Area Allowed 100 sf Y_ PROPOSED TELEPHONE - "- -- - 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site VOOT Inspector, density tests performed by a qualified independent agency shall be conducted as required In Sign Area Proposed 100 sf conditions. the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT Sign Height Allowed 35 feet PROPOSED ELECTRIC 10. The developer is responsible for the relocation of any utilities required by this site plan. approval. Sign Height Proposed 35 feet PROPOSED GAS LINE---._.__...__.____.__._..._.._..._._..._..__._..______...__..._----..._ _ 11. All Erosion and Sediment Control devices shown on this site plan shall be Installed prior to construction. V15. VDOT Standard CD and UD underdrains shall be Installed where Indicated on these plans and further where Contact Numbers eals and Signatures PROPOSED WATER LINE 12. All controlled fill must be compacted to a minimum of 95 % density following Method 'A' of the Standard determined necessary by VDOT Inspector, PROPOSED WATER METER (D 1 "WM ProctorASTM-.D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT PROPOSED FIRE HYDRANT PR -OF'. FIP pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes minimum design standards and is the developer's responsibility. this note if provided. Engineering Firm: LTH OF 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan be V17. Prior to acceptance by VDOT of any streets, any required street signage an pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall Montgomery & Associates (540) 869-0308 Sury eying Firm: �C Q are approximate locations and not all utilities may shown. COMMON LABELS & FEATURES litter The be left in be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the the be four feet from the Sign Grey Inc. {540) 545-7823 Zoning Enfforceorce ment: BENJAMIN C. y PROPERTY LINE OF PROJECT 14. The contractor will contain all and debris on -site. work must an orderly manner at the end of each workday. edge of pavement and post shall a minimum of (4) edge of pavement. posts shall be of a type found in VDOT's approved list. A copy of this list may be obtained from the district Department of Planning (540) 665-5651 -10 MONTGOM ERY 1 NEIGHBORING PROPERTY LINES _ -____.._.________.__.___..._.___..__.__.___-..__.____-_.._-_ 15. An approved set of site plans must be on -site during the construction process. to section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. V18. The developer must provide to the local VDOT Office a list of all material sources prior to construction. Site Inspections: Department of Inspections (540) 665-5650 Erosion and Sediment Control: p No. 030342 �cv 0 C% ti U W p CY Ey 5 EASEMENT LINE - -- --- - -- 16. The contractor will notify all utility companies prior excavation within easements. Copies of all invoices for materials within any dedicated street right -of --way must be provided to the local Department of Public Works (540) 665-5643 S r1 10NA L 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty VDOT Residency Office prior to acceptance of that work. (Unit and total prices may be obscured. Sanitary Sewer and Water. PROPERTY CORNER FOUND days. Fred. Co. Sanitation Authority (540) 869-1061 �-. V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Telephone: Verizon (301) 954-6262 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF j O Q O DEPARTMENT OF INSPECTION GENERAL NOTES PARKING SPACE TOTALS ;12) Density will be determined using the density control strip as specified in VDOT's "Road and Bridge Specifications" (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A Electric: Alleghany Power (800) 654-3317 Gas: Shenandoah Gas Co. (540) 869-1111 FREDERICKSTANDARDS ORDINANCES. OR CHANGE IN THESE PLANS SHALL BY THE ADA HANDICAP PARKING STALL MISS UTILITY: 1-800-257-7777 certified copy of the test results shall be provided to the Residency Office. In addition to checking stone ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. �._ SIGNS depths, a VDOT Inspector shall be notified and given opportunity to be present during the construction and testing of the density control strip. g y p Y v 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 (Storage) and the BOLA National Building Code/1996. Other codes that apply are CABO A117.1-92 Accessibility Zoning General Notes SANITARY MANHOLE IDENTIFIER `S and the Usable Building & Facilities. "Road t�`n` U J m Maximum 1. Exterior lighting will be provided by wall -pack 2. The requirements In BOCA mandate either a fire wall (Section 707) or a fire suppression system if height and V20. Asphalt concrete pavement shall be placed In accordance with the latest edition of VOOT's and Bridge Zt i STORM DRAIN STRUCTURE IDENTIFIER i~ -a 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 Specifications" (Section 315) and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VOOT Inspector shall be notified Environmental Existing Disturbance Proposed Features Acreage Allowed Disturbance lights attached to the building & lightpoles. 2. All lights will be shielded or directed to prevent [� LQ LIGHT POLES --��- building permits. Plans must show all Ingress/egress locations to the exterior per CABO 117.1-92 and meet and given the opportunity to be present during the construction and testing of the control strip. Flood lain 0 acres 0% 0% l g g properties. glare on nei hborrn requirements of Chapter 17 of BOLA. 4. Maximum slope across handicap parking stalls shall not exceed 2 96. 5. A greas%il seperator shall be installed if a floor drainage system is installed within the repair area. V21. Approval of this plan shall expire three (3) years from the date of the approval letter, P Lakes & Ponds 0 acres 0% 0% Wetlands >1AC 0 0% 0% 3. Outdoor trash receptacles will be in an enclosed six (6) foot fence. LOCATION OF TEST PITS acres 4. This project will not disturb any environmental Y 6. The 2000 International Building Cade can be utilized for building design. o 0 ° Sinkholes 0 acres 0 /0 /o features as defined by the Frederick County Natural S. W. 0 acres 10% o% Zoning Ordinance. FIRE MARSHALL GENERAL NOTES TRIP GENERATION DATA Retention Areas 5. The owner will be responsible for obtaining or EROSION & SEDIMENT CONTROL FEATURES 0 0 o Steep Slopes >15 /o 0 acres 25 /0 0 /o granting easements shown on this plan. 6. Easements will be recorded and copies sent to the z ,._, z z z z z 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. Woodlands 0 acres 25% 0% parties Involved. Z 1 J o z z Z INLET PROTECTION Pi> ���� 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. 7. All utilities that will service this site must be 0 � g g 3. The contractor must align the fire hydrants to the direction as determined b the Fire Marshall. g y y DATA TAKEN FROM THE I. T. E. MANUAL 6th EDITION placed underground. '_4 U) ° cn � cn z en z cn z OUTLET PROTECTION �- 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. APPROVALS ) z w w w 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. BUSINESS PARK (CLASS 770) jZ.76 PER 1,000 sf X 19,000 sf = 243 VPD'S > u o 0 0 CHECKDAM CCDO � r u u u RESPONSIBLE LAND DISTURBER z Ui Lu W °` DIVERSION DIKE -- - 'DO' . Q a n. a ��'� S u, Ln o Ln C) L o CD SILT FENCE W/ WIRE SUPPORT _ --- _�_ -_� -W ✓✓� NAME • : LANDSCAPING NOTES Frederick County Zoning A ministrator FiNi L SITE* PL,vv Date APPROVED SILT FENCE W/D WIRE SUPPORT CERTIFICATION #: S` # 0 o 0 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations 1. Site Plan approval from VOOT will expire three (3) years from the date of the approval 1et�-er. SEDIMENT EXP. DA TE and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Frederick County Zoning Administrator approval expires at five 5 ears from the date of site plan approval. Authority is for two from date If is DATE: SEPT. 1 2003 TRAP ._(=� ,\ �='" 2. Trees and shrubs shall be healthy and free of Insect elarvae, and disease. The plants shall have ample roots ggs, 3. The Frederick County Sanitation approval valid years of approval. construction at the end of this period, Authority approval shall be void. not in SCALE: N/A 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in and be well branched. The planter shall guarantee all plants for one year. progress the plans. 4• The Frederick County Department of Public Works approval is not enough to begin site development. The ,��� 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided P P g g P to the owner. owner/contractor must obtain a 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 FILE NO. 0110 CONSTRUCTION ENTRANCE{ { =` �!�- prior to commencing any site work. must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. 4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department. requirements and be approved by Inspections. SHEET 1 OF 5 75 LOT 112H CARLTON R. NEWLIN INSTR. 000009218 ZONED. • B-3 USE- OFFICE/WAREHOUSE I I I I O FH 765 60 755 750 745 W zo 8" SDR-35 � � Z) J �0 o op lU k W 'Z C Q Q OHO CL N Z o�p Q laJ OQO O�-� O O Q? 765 R7-8 HANDICAP PARKING Sl (12" X 18') RESERVED PARKING 760 INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED 755 VAN ACCESSIBLE PENALTY $100-500 TOW -AWAY ZONE 750 MAYBE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES 4 REQUIRED I\ EFFECTIVE JUL Y 1, 1998 g Z 3' MIN. 12: 1 12: 1 3' MIN. Prune codominont N CG-6 CG-6 � b`ro twr Remove togs and labels Cut away ar/ barring ropres Remove top of wire bosket� DO NOT prune terminal leader or branch tips Prune narrow crotch olives & water spouts �Pmne broken branches Prune suckers 2" J" mulch kept /away from trunk soli well to ,contain water C Prune out any deod or broken bronchee, remove oil toys, labels, stringR wires etc. from plan. 2-J' mulch / Set top of root boll / equal to or f -2" above grade. {y�• Remove container" use Or4e sharp blade to make foucuts the t. b h of boll and cut a t�" X on bottom of Sk A boll, • loosen compacted roots. CONTAINER GROWN SHRUB Prune out any dead or hmkea branches. oil fogs, labels, vires, etc. from Parking Lot Landscaping Data 9501= Perimeter Per Code Proposed Interior 1 Tree per 10 spaces 4,5 5 Total Impervious Area 1 per 2000 sf 32 63,:750 sf Percentage of Green 5%O 6.8% Area in Parking Lot 1,972 sf 2160 sf TREE - Dogwood (Corpus Kousa) - 37 PROPOSED I' mulch OTHER DECIDUOUS SPECIES MAY BE SUBSTITUTED Set top of root bap WITH APPROVAL OF FRED. CO. DEPT. OF PLANNING °oBa`"vb grode.or f-2 2" CALIPER AT TIME OF PLANTING rope R burlop oat D01/. SHRUB - BOXWOOD - 7 PROPOSED CONCRETE WHEEL STOP o° much budop as p (HEADLIGHT SCREENING) 2. RAMP BUILT TO VDOT CG-12 STANDARDS. P� d; hood 745 (lF REQUIRED) fibre if nerd -grown �°°'d deepeerl t °on°'ntal, depth not Dlp hole 2-3 times J. WHITE STRIPING SHOULD BE 3" WIDE. f } width of root bore 24" TALL AT TIME OF PLANTING HANDICAP PARKING SIGN DETAIL Dig lob ?-3 times root bolt widtA f BALL &BURLAP SHRUB (NOT TO SCALES 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK TREE PLANTING DETAIL OR MOUNTED TO BUILDING IF POSSIBLE. (NOT To SCALE) SHRUB PLANTING DETAIL (NOT TO SCALE W 'C� D 50 100 f f wIW WIWI � IRF 20 0 _20r WIW WW WA lERLINE PROFILE GRAPHIC scALE I x lo'R I W W I IWI W W x W W .I 78, I -''� W I W 60' PROFFERED RIGHT OF WAY FOR 75-((A))-2R - 368'�� FUTURE ROAD EXTENSION LOT 10 23 26n W I I PARKING SURFACE 1. H/C SPACES MAY NOT EXCEED A 2% SLOPE. �.. ) aocknl sop '' ". f • ' Portioly bl, Widen n water to settle and ---�_ toles in wall l ��� so 1, finish bockllling Area for water Remove container and drainage (Pipe cut crrarrq roots if or file could contoiner-grown or be installed) W I W Q ROBT 662 PARTNERSHIP 48N 1\ ZONED: B-3 GATES USE.- VACANT CURITY FENCE WITH 15'i OUTDOOR STORAGE I IWI 5.5R W I 7 R OPAQUE SE INOPERABLE VEHICLES & I W PROPOSED 6' STORAGE OF AUTO PARTS IS - stro svo PROP / PROHIBITED OUTSIDE OF A 5� � '�S WA" COMPLETELY ENCLOSED I WIW D 4' RrTAININ 12 -.- - BUILDING I I PROPOSED POWER \ \ BAY-1 BAY-2 BAY-3 BAY-4 W W I TelePed M i :° ENCLOSED.: I I I W I k R 5'R ' .• pUMPSTE�?• l F I ( I PAINT ROOM I I \ Na ° c� -£ -T `-' £� I I I ENTRANCE I W W I 6'R cG-6 CURB W W I I �As S GAS All required ingres0gress doors shall be handicap occelsible. I I I I W W W I I I I i I I I I' m I W l Ij'R I 7,875 sf , Repair Shop ( I I 3 R I 9, 000 sf total I I I 3' I AUTO REPAIR I I I I i }Q��•W X Q O I FF=759.33' I I ( I z I WIW -C W W I W I I I I I I / INV=740.7 / 1,125 sf / ' EXIT ONLY I ( I I Office sSMH �1 W 3' I I I I 1 I W t� i I/ 0��� h I I I I i 11 '` \ I RIM=761.6' \ � INV=753.6 \ W I \ °a C o : e i; o e ° 5' T D S d lk H A bl ° W C W ), ,�, . •• • • •a � urn- own f ewo andico ccess/ e . • a •... •: .: � 74�.9 � TAP BY FCSA I W I W r -1 IWI C4.h (Ij s s s s- s s s s s s s s s s s s s s s s s 10 3'R 195' of 1 " orcem i - 0 15 1 gallo hum ton L p IQ X TETP/T` I w ( 4� I w� I I I Q3 _\� k o I RUEQ'D ��v 12 R 4.5 R WIW W I N o 4.5 R 9 8 8 8 9 5 R W o �� \ W WI a \ _ LW I to 75-((A)) 21 -f- �r I I I �, WIW w I " s LOr 12 CRIDER & SHOCKEY, INC. OF WV INSTR. 000001335 ZONED. B-3 USE: AUTO REPAIR VOOT ENTRANCE NOTES. 1I INSTALL ENTRANCE PER CG-11 SSPECIFICATIONS. 2) INSTALL CG-12 RAMPS /F DIRECTED BY VDOT FIELD INSPECTOR. 3) CURB AND GUTTER FORMS MUST BE CHECKED BY VDOT FIELD INSPECTOR PRIOR TO POURING CONCRETE FOR GRADE. � I � � Ln I � I WIW �I � WI I II m d I 4.5R 4.5'R 5'R 8'R I WIW W W W ^� I F / I IWI I �I WV I WW I II LOADING ZONE 3,R IWI I I c� �� III • = W I IWI �Q IWI I s v 4 • ° . . ° I .C' I'°, a a' °• ° ',. as' a e O I I I O � c T GAS T o o 0 0 o I I I W I 0 0 0 o I IW I 12. W st I I a I o o c� o f c' I I C) I W W� WIW o c W I I I -- J I I I ® I I 1 *? $ WIW W W d 2 j W I z 1,250 sf I UNIT 1 1 3 750 sf I I 3 750 sf I UNIT 2 1 1,250 sf w I I I W I Q I I Q cv ``4 � I HT=20' 4 A '_ ' '- HT=20' W W 4 I I I ac o W Q � � OFFICE I BAYS I HT 20 ( I HT-20 12 SHOP BAYS 1 i�j3 W � I I WAREHOUSE ( �,; I WAREHOUSE/SHOPI I OFFICE I IWI I A 3 I FF= 759.90 I I FF=759.90' I o I FF= 755.90' I I FF= 755.90 W W IWI I q CL ACCESSORY USE I o I ACCESSORY USE I 1 I I I WIW I PAC V) 0 1000 gallon I W W I I I I tank Top=P750.0' I I W I W I I W /15' BRL i I I 3 ... .. - �O 125' of 1" Forcemoin ' _ _ -- s -- s s --� 0 0 3 R � W i t --�_s -- s -- s --... S --'� s -= s = s-- s-�-- --:' ..ems s_- s�-- �- 5 =s I W EX. LATERAL STUB PER AS -BOIL TS 16.00' - _ _ - - W - WIW W ----� W GAS X8'7EEcs GAS GA GAS _GAS GAS S G S_ GAS GASAS - GAS GAS GAS_ GA DEGAS GAS - GAS W GAS EX I I IRF - . EX, 8" STUB - - - - - - EX. 10' GAS ESMT - EX. 20 DRAINAGE &UTILITY ESMT - - S 45' 50' 39" E - 337.14- - - W� - '; LQ c_---18RCP T-- -- TEST PITREQD----. -- ____-- ---. -- _---s----_ - - W W----� INV=759.5 - - - - - - 175-((A))-2F INV-758.7 LOT 8 I WIW LYLE P. STROSNYDER, INC. I W \ DB 921, PG 1021 I I IWI I �I I USE.' HV CE� CONTRACTOR I W I W W I W I I W I I 2" OF SM-2A 6" OF 21-8 COMPACTED TO 959 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL PAVEMENT SECTION FOR PARKING STALLS ONLY 1.5" OF SM-2A 3" OF BM-2 8" OF 21-8 COMPACTED TO 95.E DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 957 DENSITY TYPICAL PAVEMENT SECTION FOR ENTRANCE AND TRAVEL AISLES 4 " OF 3000 PSI CONCRETE W/ ` FIBER 4" OF 21-B COMPACTED TO 95Z DENSITY \� SUBGRADE FREE OF ORGANICS & COMPACTED TO 959 DENSITY TYPICAL SIDEWALK SECTION 8" OF 3000 PSI CONCRETE W/ WOVEN ' WIRE REINFORCEMENT 8" OF 21-8 COMPACTED TO 95Z DENSITY �\ SUBGRADE FREE OF ORGANICS & COMPACTED TO 959 DENSITY TYPICAL DUMPSTER SECTION Seedina Schedule (Der section 3.32 of VESH 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 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 75 % Kentucky 31 Tall Fescue, 10 % Annual Rye, 10 % Foxtail Millet, and 5 % Red Clover at 200 lbs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. o Ll. Q a' 0 tL 00 0 0 cM 0 W0 0 L LO Co CID LO � � U ti E c E C !Z N •a U Cn O C L U o 0 tr "D M 0) o C U N b ej 0 V7 �U� 0 (� O C i Z try G LQ �s LQ Z g� Q UW "! m LQ Lighting General Notes: 1. Proposed Lights for this project are Hubbell RCSA-400ST (400 Watt) Lights or equivalent. LU z z z z 2. Lighting must be Installed so as not to produce glare onto 0 Z z z z z neighbors and roadway. 0 � O g CL a n. ►� o(D z z z z z = Sea, { nd Signatures g � y- U z U `-" a n 0 U w 0 U w 0 U w 0 U w F �l a m> < a w a o a w a ►LU l 4 � tx�Ce BENJAMIN C. w o o a o a o M4NTGOMERY o o 00 ; N N po No.030342 �� p N 00 M i 10d. AL �'�> Asa. I DATE: SEPT. 1, 2003 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE SHEET 2 OF 5 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. 765 FI•� 755 750 745 740 0+00 770 765 755 750 745 F -759.90' 1 — -- 1F =755.90' Q? \ r r 3 I�1 I , PON r J; ' 0+50 1+00 1+50 2+00 2+50 3+00 PROFILE THROUGH OFFICE & WAREHOUSE BUILDING HOR.• 1 "-50' PERT., 1 =5' 3+50 765 60' PROFFERED RIGi T OF VIAY FOR FUTURE ROAD EXTENSION 755 75-((A))-2R LOT 10 RT&T PARTNERSHIP DR 662, PG 48 ZONED: 8-3 USE: VACANT 20' 0' 20' GRAPHIC SCALE , - 6604 S 5 i { . -{ ' { \ f ;lL�s�j�'°! l �'"`J� ,III `I��000 � 1& 7 -1- SF _sty �Ropo r �� { ` { 1 , \ ' • 750 .5 � '\sue ! ! I { { { 1 \ / ) fit 1; r� 01' i 11 I I i I I I I w I 1 I' t I d ING 0L1� f �r;'� -- � FiA �_-..�=-•-�- � 8. �" --�� 1 1 I I I J I J' I it I I i l Ii l i II I I I f� {' i I I OSeiJ f j I j l vvu"'' ,1 pRO� { ! I { 5� j , J Il ,J JJ J (I I I I I \ , \ ! J I J J f/ I,�J -P., 1 Q C\, \ +5 g -2 11 Q - ,�� k 745 �� - l I , ' ! 1 1 �1J'�I II►iI III �( I I I I { / it 5.._8�. 54 8' `._ �•-I - I I I L7V°UD�,"_n;0SSTr"k•. I { \\ \ lIII\ \ I! I I yII1l II f1 II I II II (�V\JJ •{- hi to1.i�i. 5�8- II I!1 1 I!J I !�! II IJJ JII 11 IJ J I 1 I�JJ l'J J!jlJJll1� il��!, tl� JJ JI I J �II I`' .: I;jII (II IIIII I lIII(IiIII IIII IIIIiI�� IIIII IIIIIIIIIIII IIfIIII1 III!I (III II ( �II��5 EA/6 9 8?8z If JJp 61. \\ ? 101r C'„ _F 58r 740 � I Q 4+00 IRr, i J I r 1 I I I FF=759.33 1 I , V , 1 , , I � , 1 I 1 o I I 740 L- 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 PROFILE THROUGH AUTO REPAIR BUILDING HOR: 1 "--50' PERT- 1 "=5' 96" 108" L 24' 24 ' I J H2O LOAD RATING TOP 4" INLET BALL V4LVE 1000 GALLON TANK 'ALARM" SWITCH - 28 "— CHECK VALVE - "ON" SWITCH - 22'• "OFF" SWITCH - 10 "— TANK DESIGN PROVIDED BY: "S = PRECAST WINCHESTER BUILDING SUPPLY CO., INC. (540) 667-2301 FAX (540) 667-3430 CONTROL PANEL MOUNTED INSIDE 1 " OUTLET Q N 2HP GRINDER PUMP ZOELLER MODEL 820 OR EQUIVALENT 770 765 !� 1 ( IIIII (I /► I I jJ '1J 1 11J J1IJ tII l J1I+ 1I;�II lIII IIIIII ;�IIiIIIII(III!II iIIIII fj�l,I l)1 III !!IrJ 1 ----. �LI •, I %r�Q'! v161.s p rr shop 9,000 sf total 58� HT=2at 599 1 I -_—, I --A- 171l AU70 REPAIR , �/ I+ ! I I !J�IJ1JIl�jfl I J ✓j,,� i 7'tj Jf-' Q J9 2 / L _ I I / / / 1,115f ! —4- Office 61.8' I c 59 I II `/) I 61.6 1 �` �1 / I 1 I , , I I i >� , j, I I . J %; Ali, �._W , I h ;RII�-=7 , .6' rr I • � I I i � I J ! I � -- �---�- . �. _ �. - � � -r � !_ , , , � iN{/=753,Jk 61. 6,' / �i I \,s;� � � I I � ) \ \ \✓ / � I _ � ! I r ar �=�-=-�'-�f � j 1 `1--,. � ,� � .� i �' / I� � 1 I 0 I7 60� / urn D r'r Sidel Ik (rin)dic p .Accessrb,e).l _ a 1, �- % _I (t� J J I I) —_.l / /� _/ / /; 1. V,,O.9� TAP I3Y IT-CSA �, I �g= 15S !/, iI58>a '11 f I I - 5 8.4 = I I i 5 /' I 5 / W 61. 8 _ s s s s s s s ! s s - }-- s —1— s +�� s% s - -- (s I s--?C-�s --� - si - s II , . � „ \ I I / ! s 61.9 j a 1'1T ca o 7/�pum- t , p i 1F. 5 —o - ' cern iry� Y T— 60It TE PIT Z' (- �a 4 I`11 lIJR t1 L-fi_ �a 58 757 yo� 760 ul -.. � \ A� l �� j � I /� � it\ / �� �;L'IJ V J � � � �� � r., II I I � ► f �`; �..- 61.�I w / / / / I I I l \ I I I { / / Y �` �� I I I I �( / / / / 1 / z,�; I I ,(1 r Y c 1 f 1 1 I I \ III I I I / t / J �t / /I 1L.1 I 14' I �. I ± k r 5 -/ 5 II 755 750 745 740 4+00 96 " - r7 ZoEc c �,R � WE�nraDmnm ZZ7VIAR L"• . PRODUCTS LOUISA LOUISVILLE KY. KY. PUMP INFORMATION PROVIDED BY: JNO. S. SOLENBERGER & CO., INC. (540) 662-3457 832 BERRYVUIZ AVENUE WINCHESTER, VA 22601 � I 62. ''Y wl / � .I II � � 1.9 _ I � Z , �-\. � / � // �� � Y / 1 '�"•. li I r-'( � � � - �: L' I ! I 59�,?5955 ` 55 { j 4E/L jr; L= i, 1 I { I I { ; 62.2. `� I.' I - 7s-' / `' I ' f , c 1 1 4 ' I 1 11 t' `-1 I 1 1`'_ Y/ i / / �l ► 11( , -.- I , , i ! ! 1 ) ,., i-I~ .. ,.�,.' 62.0 1,250 sfJJ �II II! I►I lII I{ { I `'I{I II sf 'x T 75 ,l1T 2 UNI3.750 sf If HTw20 4 YS1 HT~2O 2 SHOP EAY' If20 753WAREHOUSE OFFICE0rF-75 9FF�759.90' f=79r, III /I/ FF75E � �, oACCESSORY USE *CS�ORI� USE I 1� I1 j I�i r�' J1 ` 1001i go/Ion g • ( pump took II 1 \ j I i l^ � V � ✓ I 2-150.� I I 1 ga \ /.,I r-.a r I I 62. _ L'� - iI _f7r I 1 rr -- — I I / l,. - G, I C�O ����.:_' L'' __15--Gf 1 Frrce,^'ain �_. s _ _ _ s= --- s s ____ ___ s s /� + s�'= s �' s`=__'�_' s / ____ __ _ 1 (I� j,— —� ✓� - -- yx _ W ` t,`u I i Ali! C_ f 1 C�. �1� �r-/%__-.__ _.7�%_._...-._�__..._._ 1 \ \ J 6.00 I / _ ...... h•Y• 1 ,I iR L CJ PL F A 'd Ll. ; 5:4 VrLcs, (_ _ _ _/ - Si___ �.. 2 4 _ �i 8 y,8 _ 4 GAS 5 6 5s - ' �, - -- �ifisS GAS _ "` E� 4S GAS_ `� GAS -�-- �AS 9� GAS _ _GAS-��'"'--� GAS A , GA5 _(GAS _" Gi'S `` SAS =W- �nr GAS GAS W 10' GAS , S�rl7 EX. 20' �l'ii;'V� G! -`J f 4h✓ � �S 50'13 E- - JL" E�,. 18'f2C,� { � � TcST P!T FrEQ'D _ 1_� 62. �1 h '' \ 75-(iA))-2F I c� I '! /A� \ 4j f j 14. V I � `-----,•._ LOT 8 ' 62 'x ,\ 1 \ \ FIRE MARSHAL L NOTE. \ L YL E 21, PG 1f0 ,1 INC. I + + �! \ ZONED: B--3 i w I I BUILDING AND PROCESSES SHALL MEET ALL REQUIRED USE.- HVAC CONTRACTOR TAPER PROFILE BUILDING CODES AND REGULATIONS AS WEL AS FIRE \ � I PREVENTION CODE REQUIREMNTS INCLUDING CHAPTERLw 3 ! { 13 APPLICATION OF FLAMMABLE FINISHES AND CHAPTER o o + I I I 32 FLAMMABLE AND COMBUSTIBLE LIQUIDS IN THE a o I I 1 1996 EDITION OF THE BOCA NATIONAL FIRE Z :1 N I ! i PREVENTION CODE OR THE 2000 EDITION OF THE IFC. W a m o a I I i I ; �R � 1 �� SEWER PUMP TANK 1. THE 1 " FORCEMAIN AND THE TANK ARE TO BE SET BY THE SITE CONTRACTOR. 4" x I" SDR-21 REDUCER 2. THE SEWER LINES FROM THE BUILDING TO THE TANK AND THE GRINDER 4" SDR-21 SEWER LATERAL ..f— 1 "SDR-21 FORCEMA/N PUMP ASSEMBLY WILL BE �-- 29' MIN. INSTALLED BY A LICENSED PLUMBER. 3, THE PANEL BOX AND SEWER CONNECTION DETAIL ALL WIRING FOR THE PUMP AND ALARM SYSTEM MUST BE PERFORMED BY A LICENSED ELECTRICIAN. 11.9' 12" OF 21B--� �-- 12.0' 3.5' 2'-7"(CG-6) Lo ZZ N w OR - I m o I W3 \mN� U. 3 Q ?c 0 03 \ Lil U Seals and Signatures �f!C�L'CH of �r BENJAMIN C. "A MONTGOMERY No.030342 c� w CD Wco CD 0It (D W� �t_t d § £ Mr Orc W� 0 — CL N fn U oRRC A` � o ch ~, S Qo WU UW UW V � m W cD cD z z z LU z g g Z a N (D Ln w w w W � z 4 ce U O O ~ U z w w w Y m a a a a Q � � � o 0 0 0 0 O r- N Ln ko co DATE: SEPT. 1, 2003 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 3 OF 5 ENTRANCE PROFILE EROSION & SEDIMENT CONTROL STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days, Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures Intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres, b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The 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 till de slopes shall be designed and constructed in a manner p s that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected, 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be Installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams, Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that 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. I8.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: EROSION & SEDIMENT CONTROL NARRATIVE Proiect Description This site is located in the Kernstown Business Park on the west side of Prosperity Drive. The purpose of this development for the construction of 19, 000 sq, ft. of buildings to be used for offices, warehouse, and auto repair. This development also has parking and drive aisles for access. Existing Site Conditions The lot is a vacant field with brush and an existing regional stormwater management pond installed and maintained by L.P. Strosnyder as shown on their site by others. Adiacent Parcels The areas to the north are occupied by a HVAC company that is still being constructed /n phases. The area to the west Is a railroad and overhead transmission lines. The southern parcel is vacant woodlands. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA" shows Carbo-Oaklet rocky silt loams classified as #6C, This soil is predominately yellowish brown silt loams over bedrock and offers 'severe' erosion hazards. Topsoil on this site appears to be 9" thick with several rock outcroppings. Erosion Control Prooram • Install construction entrance with wash rack • Install diversion dikes • Install rip -rap arc around stormwater management pond's outlet • Install ditches with check dams • Install culvert with Inlet/outlet protection • Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land 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 supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8. During 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: The Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. 60' PROFFERED RIGHT OF PIA FOR 75 PY FUTURE ROAD EXTRWN L1 t OT CARLTON R. NEWL N i lNSN. 000003218 ZONED: B-3 USEOFFICE/WAREHOUSE------ ' 1\ 41 4 I 75-((A))•-2R LOT 10 RT&T PARTNERSW 03 662, PG 48 ZONED: B-3 USE • VACANT v ! W 5 A I /`.. IN C CRiDER & SHOCKS; INC. OF WV 11167R, 000001335 ZONED: 8 3 1 I J USE, AUTO REPAIR N I t— • i 1 I � ---- I ji 12 FLOW #57 Stone VARIES LENGTH - 44' EC I RIPRAP RIP -RAP ARC DETAIL TO BE LOCATED IN EXISTING POND Stormwater Management Pond Note: ELEV= 744.0' EX. GRADE All accumulated sediment shall be removed from the stormwater management pond at the time of final site stabilization. As part as of final site stabilization, grading and seeding the pond will be necessary. } 411 766_ Al a Al 765 760 755 -----_.____W 75 L((A))B 2F LYLE P. STROSl;7D£R, nvr.. De 921, PG 7027 ZONED: 8-•3 USE HV IC CONTRI10OR TALL X 12" CHICK WALL 48„ WI E X 12" THICK FO0TER � CN L IO i i 765 760 755 0+00 0+50 1+00 1+50 2+00 RETAINING WALL PROFILE HOR: 1 '=50' VERT. 12" FINAL WALL DESIGN WITH REINFORCEMENT TO BE PERFORMED BY ENGINEER Ye C N o ie O V O L O 'C O cn M� 0 C v O N ct N (n 1) � � n�i 0 C 0 v 30' 0' JO, GRAPHIC SCALE C7 C7 (7 Z Z Z W o Z Z Z Z Z Z OX a- CL CL (n (J) wI— U) U) U) LU Z w w w Seals and Signatures = o 0 0 Z J U U U w T H op Y m w a w a 0- V1,Q a U') w w w r2 BENJAMIN C. o 0 0 In MONTGOMERY i- o o N N , po No.030342 b� ^ rJ 00 �cc-�' T� % q0 �Gti ZONAL DATE: SEPT. 1, 2003 SCALE: 1" = 30' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FILE NO. 0110 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE SHEET 4 OF 5 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, >M U METER BOX and COVER 00 LL N °A" 'A" 6,« grade trench I C)M 6' minlmum« minimum-� I^ METER SIZE METER BOX METER BOX COVER trench width MO O general backfill Non -Traffic M32GPW •', as required t,... ,;r.,, D 00 k 00 00 9 f; .. •� machine excavation limit 518 x3/4" or 3/4° 18 in. Dia. general backfill form board '. "" g (see note} {tYp Traffic A32HH - T 6" dia. schedule 40 steel �` `1` (see note) .. Non -Traffic MG30 (Frame) WITH RML-1-T (Top lid) ..r pipe filled with concrete 3' OO •9 .B. 1 24 in. Dia. an p rote y Ilow • �; � , , , ,� M r•� r 30 (Frame) W T (Top Lid) „ •, •. =i: d a• d e ,,,' •t .�.. Traffic MG a WITH RML 12 8" ;'°� O.D. 4 8, 8• 8" 4r. .C. treated 2 x 4' with 2, meter box top 6' painted blue concrete '` •• • •• • • •• • • • • trench bottom 7 gate valve gate valve and cover d; o V 24' select backfill 24' select backfill undisturbed earth stone bedding •'.. ' •r (see note) (see note) &boxes &box sidewalk 5 it 24' 18" 18' dia. �'w 'r• TEE, WYE, OR PLUG TYPICAL SECTION concrete encasement .r tt1 concrete pad 3' N E 8• '. 8• In lieu of wood forming the fitting may be wrapped with `denotes hand excavation 1' 6" sq. x 6 deep r + 4 `�` m <O p O.D. O.D. olyethylene, and the concrete poured to completely surround °D' = 12" min. for 10' and smaller pipe meter by + N U 1 /2 O.D. the fitting and against undisturbed soil. The bearing dimensions °D° = 18' min. for IT thru 20" pipe 18'-21' F.C.S.A. concrete (n N against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions. 3' stone thrust block x QCTJ surrounding box 72 BOLLARD DETAILZ > •G' minlmum Meter Size Coppersetter m 6" 6" CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS stone stone Pipe Plugs, Wyes & 11 1/4' and 221/2' 45° and 90' ,P .P O 5/8" x 3/4' A-C3635-01 w/ 7 Y' Opening 8"-10' 1 o Dia. Tees Bends Bends Q) 4" stone A B C A B C A B C + a) E r; • ; 3/4' A-C3635-01 w/ 7 Yz" Opening :::: direction of setting to be approved prior to installation ,C STANDARD CONCRETE ARCH 6' 1'-0' 0'-9' 1'-0' U-9" 0'-9' 0' 9' 1' 3' 0-9° 1'-9' {�;, ,`,�� �" O Q 8' V-3" 0'•9' V-3" 0'-9' 0'-9' 0'4r 1'-6' 0'-9' 2'-3' screw type G� O a) 10` V-6" 0'-9" V-6" i'-O' 0'-9" V-3" V-9' 9.9' 2'-6- t '`�� 1° s 12' adjustable valve box 36° min. A-95319-06 w/ 10 /a° Opening � 45 general backfill general backfill 12° 1'-9" 1'-0' 2' 6 1'3' 1'-0' 1' 61 2-0" 1'-0' 3' 0' (see note) {see note) 14' 2'-0" 1' 0 3'-0° 1' 3' 1' 0" 1' 6" 2 6" 1'-0" 4' 0' :;' as required concrete pad 1'•6" sq. x 6" deep 16" 2'-3" 1'-0" 3' 6" i' 6' 1'-0' 2' 0' Z 9" V-0' 4'-6' 1" CTS polyethylene tubing 8"• 8' location marker a 18'. 1'-3° 4'-9' (PET) 200 psi with SS Inserts saddle with O.D. 20' 2' 9' 1' 6' 4' 0' 1'-9" 1'-ti' 2'-0' 3' 3" 1' 6° 5'-0° at all connections Corp stop stone valve megaiugged to main kO.D. O.D. G megalugs 2" min. - e" max. 8' 8 8' r' V 8' 11 1/4° THRU 90° BENDS stone megalug 24' select backfill 24' select backfill 1' coupling r' 4° stone (see note) (see note) PJX FIP C14-44 '• ; ) + screw type embedded rods over crate t and COPPERSETTER COMPONENTS ( ) �' ' vil • . .• •. 1 •�'t' adjustable •:. ,• ,. • ";•s+ •• embedded in concrete thrust blocks. with SS Insert and ,r•r• meter height service line copper -Inlet- Outlet- MIP plastic plug "''+;"•`t i'%^f}', a :' valve box stone �' size g connection bar tubing size Angle Ball Valve Angie Check Valve p p g i rf+•,,".; ',,. •i ;' ;•!:' stone stone to be minimum of 6' above top of base 6" O.D• :1 6" FITTING SIZE ROD SIZE NQ. RODS EMBEDMENT 5/8'x3/4° 18" D-31014-12 BA13�32 W-SN HHCA31 323-N-SN locator marker j 1 /2 O.D. "'' 12' & LESS 6 2 30" w/ C14 44 1 y " O.D. w/ CSB-43 w/ CSB-43 thrust block 18" to 24" i stone `i':•; . ;y.• w/ SS Insert ��,!•A� } •, ! . 14'-20" 8 2 36" Concrete '" T 3/4° 18" D-31014-4 1 egalugs . k „e' w/C14.44 lye-O.D. BA13-332WSN HHCA31.323•N-SN (for valves 2'land larger) 6' 6" ) w/ SS Insert w/ CSB-43 w/ CSB-43 concrete concrete Flttin V I m f ru i kin 1" 18" D31014-12T +"I�''�""• A g BA31-444 W HHCA31-444-TV M "t VERTICAL BENDS size 11-1 4° 22-1 2° 45° 90° w/C14-44 1 Ye"O.D- w/CS644 1:� '; .'t`•i' •4'"ti • t T �_ O w/ SS Insert K S; tt %: �;,�'u�j Y� Q) stone bedding 6" - - - 1.3 Note: this detail is also };{' I +-s CONCRETE CRADLE CONCRETE ENCASEMENT 8' - - 1.1 2.3 INSTALLATION NOTES: used for butterfly valves t �l}��1 L,�k' f. :. i' t "A mechanical joint 10' - - 1.8 3.7 1. Exact location of meter box assembly to be approved prior to installation. swivel tee with N � U'1 THRUST BLOCKS FOR VERTICAL 12, - 1. 2. Water service crossing street: US C 0 C 2 2 8 5.5 9 y 6" branch UP BENDS SHALL BE THE SAME 14' 0.5 1.7 3.9 7.6 a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the + � 0 O~ AS FOR HORIZONTAL BENDS. street, to one foot beyond sidewalk. NOTE: To be compacted to 95°k of ASTM D698 maximum density. 18' 1.4 3.3 5.1 - b) Install 12 gauge Insulated copper wire (tor line tracing) from core. stop to into the meter box [wrap wire around Corp. " 20' 1.2 4.2 7.8 - stop; wire to be taped to top of PET at 10 foot intervals; came up into meter box and terminate level with angle ball valve]. 20' 2.2 4.5 7.8 - C TRENCH & BEDDING CONCRETE THRUST BLOCKING 5/8"x3/4", 3/4" & 1" METER INSTALLATION GATE VALVE FIRE HYDRANT ASSEMBLY M Figure 1 Figure 2 Figure 8 Figure 9 g g (4 FOOT COVER) 01 M o Revised Figure 5 Oct 03 N TREAT WOODEN PANEL STONE CONSTRUCTION ENTRANCE R 0 CK CHECK DAM WITH WATER SEALANT. a) --0 SDP 35 spigot by R 2 ACRES OR LESS OF DRAINAGE AREA: c_ n, SDR 35 spigot by gasketed SDR 21 gasketed (0 O L bell 45' bend bell adapter 70' MIN, EXISTING -1 "t QD (see note) 2' 3" PAVEMENT A 1 5:1 ell FILTER CLOTH 6" MIN. MOUNTABLE BERM 3' � b+ . . �• '• ® A (OPTIONAL) cast Iron leano ca with br suLca��s� eelu FILTER CLOTH r 3' minimum R Panelags �N#'-fiadrof the SIDE E LEVATI 0 N (OPTIONAL) w Ux SDR 21 gasketed aneli��� SDR 35 8"x4' pipe and fittings SC 40 finished rade + EXISTING GROUND gasketed bell wye solvent (DOWNSTREAM VIEW) • + 70' MIN. (sae note) weld cap ' %', square concrete skid pad j y ON 20'x 6" deep VDOT #1 I n et ki ad B 10' MIN. property cast �q rs WASHRNCK COARSE AGGREGATE + _ TYPICAL i5 TALL BY 8 WIDE DOG-EARED line ��o VALCO Inc plug having a coun ersun square (OPTIONAL) FENCE PANEL. INSTALL ON 4 "X4 " V8' 18' Fig. No.I71 BOB head Panella Model PA4SV-CSK (4'� ����� with Ild marked •SEWEfj' 4" stone 1� o' MIN, FLOW �I 3' TREATED POSTS SET 3' DEEP. SDR 21 - cleanout pipe 12, MIN, EXISTING PAVEMENT DUMPSTER ENCLOSURE FENCE DETAIL botleenseC 5' of box SDR 21 location marker 36° min. " brick base -T N. T. cover l ;�� rwM.:.�.��� e SDR 35 + "r ^• VDOT #1 I POSITIVE DRAINAGE 10' MIN. ° °°°° °°,° �t. , !, ball adapter COURSE AGGREGATE B TO SEDIMENT 2-10 ACRES OF DRAINAGE AREA: stone °,ee °,°°°°°°°oo,o, gasketed bell wye ti •a „•pp..�CLSipp hhTRAPPING DEVICE °o°oe00000ao°o°o°o°o°e°o°o see note r•'�''+�'•.CLT1 t@m I Q 0000°o°o°o°o°00000°o°o°°O°O° th , sanitary ( .� y}•.v;tY' ;J', a 45° i (� sewer main r"`n• •i. 5• MUST EXTEND FULL WIDTH o , j SDR 21bond (see note) OF INGRESS AND EGRESS ..ssrl�EAcaeD "w4 S^ W OPERATION PLAN VIEW > TD 1>. , elDAswAr • if ' 0.Ar67 treated 2"x 4' with 45w� ;�ti`,!x:a..�;rti4�'rs., `,R;,;��;t�:v Silo` d+a• "';,, ft.'��, � ..r'i,,t%��t.�+,� j- atoww ON raves, i Cr C� r sADRIt to K Kai top 6` painted green 12' MIN. 8„ sTv oa-r7�\ ON Al , 4" pipe at 2.00% 6'stone bedding 3'------- ism r:.. �• J `/ + W �\ minimum grade �, 3" MIN. FILTER CLOTH R•son �,t i t j o c r::.• �•' " �'' (/} ri.T-. Y✓"Y.ike � ®t � KpT� cacwcn 'Q Q M ti•, J NOTE: 1enQfrTTatliesag�t iao 98bdedp, 3" MIN. (OPTIONAL) _�� `_`_ � O M (j O FfAa+et�aaadlaeaEhtd°tg�hatltl�evi�Y�t�e�t IW�� MANSCI„ont � Q �? the property line. _ _ A Y 2. If top of sewer main is greater than 15', then (DOWNSTREAM VIEW) Foci++ ON TTTPRX YACTIOR '+' NAellAl[ + SECTION C C Note: If top of main Is FILTER CLOTHSHOW greater than 15 tt deep wye and bend to be heavy wall SDR35. Y use heavy wall SDR 35 SECTION A'- A # LIA �'"' vow � W a• concrete cradle if to 6•_7• VDOT 1 m C014W&4" eva oums "^" A PMAMOW Dow. O V LLJ • of main is greater " 0L than 15' deep ,y i COARSE AGGREGATE ,aPwfAeae nArx ® T, f ,R ~� U .. ' ' .f• i� :T � «• �. , •., +• ,��• ' • �Ynow101ROtlt OR E15 Or GAweR -.. - ---..' � STU MM MC1 MNMFOR FLOW6Yf.PUJ� Y m , , .' , } t z• -. 1 3' rMarE eE°.or,AT - -- - p 'E rouaiwm ! s w ' a`"mEseeur 'T'�"'IRr'� eve Y°`r roes`° 't�+,. GRAVITY SEWER SERVICE LATERAL SEWER CLEANOUT THE LU Revised r N Figure 15 Figure 17 Oct 03 TNco aii"�aR SECTION A - A ®�QR ccoe�erA»r>,e a�Tro REINFORCED CONCRETE DRAIN SPACE GUtDEL*CS FOR GRADE CHANGE D fin` SECTION B- B CLASS I RIPRAP � VaLAE �C � SPUTA.° w SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control and Va. DSWC Plate 3.02-1 SOURCE: VA. DSWC PLATE. 3.20-1 '� � TWX OW VPW as S E SECIrMDMo� ;?tea �R"M ocsxw 69MA CM-1°0° YP°l f 3 tr { t TO�11� t Tp pt tint Q23! TRAM SOD IT01 f { t { !< * A0.P1011AKtj �RliL�p VM0V�0L POIrMC ty1MlAOt ttt AT�R,wect. U) PIPE OUTLET CONDITIONS "m y �w "`�""�"t°` z TEMPORARY DIVERSION DIKE SPACING BETWEEN UU CIIET CK DAMS °I METHOD OF TREATMENT- O o A ,,.,. -1t ��AtK CONNECTION FOR STREET INTERSECTIONS ti y x DOQ AND COMMERCIAL ENTRANCES U ypow WAorrupa or 11thmVi TATTpe lot.DR 3do (MIN.) AATWX TPSANK'"" j w AT xrL +1a[ AS l-1 ATOP or cum W > d L = THE DISTANCE SUCH THAT POINTS CwSSwALR to TYPICAL. PLACEMENT � Compacted Soil A AND BARE OF EQUAL ELEVATION Seals andSignatures w AT INTERSECTION PIPE OU LET TO WELL �- WITH BUFFER STRIP a " s-e r a1 r ReeRe stO. a•a co-r a usDO. r•o- s'-d' W DEFINED CHANNEL sro.Co•x 18 min. sm.e°a �r Iealwt O"ec-s PLAN VIEW I - - - Flow A� ALTERATIONS �TH Ci j �P F r /� CantNlcaal D«t wrzs+ • SECTION A -A • 7 �^ L a _ R B e me coEsrn ASTW.a Pima 8xMf oEs+cR o OPIC % Ns cw, eE usc° R.rN V�2 L Aimee imilM (PARALLEL RAt6 mw AlAi wind w r t mut ma rATN r0 r M" IN h OREMIONS. tK SHORT ta1ROUIMM NON TO fit STIEDI CAN K PROIECM r A LAADLCAPED SETRACR o, ,� TO Illt SEEw1LR NtN A VAMD swrAct. B E N] AM I N CONAL. v W o 0 % I of?tCTMM" wwARAMP p01Aw�o°wa`RrACE CowCLASS 'w�° TmEtEEirrnE�.ot or THE R�',+vr VTH �iR,+.r• noow "aV K 4.5' min. �'-- .-� A r/rsl. RIAO SHALL NO CMW A 1AMAAr SLOPE Or a,t M ONTGO M ERY E- I,---- pRECMr °R CAST " Iiaxi. tK 0MCIAEtt rMwC 9NNt K PRovotn Sy w+ E"O$M +GeRECAT[ d I l� gaPM SECS Dr �R. Rmi. wT K POURM iD1NOLIT ALLY MTN - FLOOR OR IV USAC No, 030342 Q Pt1Rrnw COW aflovow jam MIN "num OAS. � Q O TANGENT PLAN r RAr Foe a PRECAST.HWS WjT K PROYM FOR DOINU !AR! SO THAT ROM" rLMI D soES O t 14T5 Of EMS[ ACCRt LATC SDERALK CM K CASt " PUCE JITTER PLACt1Aoff Or PRECAST RAIr BOOB. PRECAST C'ONCREIt SHALL K CLASS A -A. SECTION A -A - REOMNO -cV ARE To K NoO . R- " CONCRETE rctNTtR ID C?A . AtoNc wTN SECS or T E RAr T /IOOR, r M WiLN ore S rtoat. rrr RTicovaf Nr•. '�• FILTER CLOTH KEY IN 8"-9"; RECOIR�NDED FOR ENTIRE PERIME ER •s oo9 V, C- co m it 9 "A K #10 MOVWEDED AID PAS ATE AT WA CONTRACr wT weds ra NroRAu c aucNi taNc • PE Q., Pt�+etn caelaErE SOERKR p4 tx►OliO Aw*mS V4va . C TO ROWS AVM N' C0MMUCnok JOMi cull CIME+CIR0 AID GUTTER. 'R 'T'0"S Ap/ACENt TO TO CUm RHOS Mt RICLIOED " PAT«tMT SZONAL NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION 2003 usan N E TO WATCHTCH t1C OUNTAK a•s a oo•r. T c wle FACE ON n°s sTMOMD ar TO K M 51 c To om Tie w 1AWA D elm AID eolrraRaraeL DATE:EPT. cum RArrs ARE To OE LOCATED M SKRIN ON Tilt PLANS OR As OMECTED By THE tNOMIR. BASKET, OR CONCRETE. SECTION 8-B TKY ME TO K PRo+otD AT an"MCTIONS RNIREVDR M AAX[nWl ROutt ■ RRTM TK Aran Or 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED M ACCESSBlE ROUTE IS O(POCO AS A CONTINUOUS RAT Or A HCNRAY rAMTY CROSSES A tom RECAV" Or RKTKR So"ALR et U7OSTM' SCALE: N/A USING PLATES 3.18-3 AND 3.113-4. SOURCE: VA. DSWC PATOUMOOcRt1Cc'W ALL ACCE AID ao RESSTor ORR AS DWCTU.Ca D BY 1 ENT. THEY MAT K LocArco RrLO PrttsTeuw -",AM T As IES. ON Pi+ea r Acid Y° TW CAN ei AALPPROOACHE `EW C"llrtn °CAD" ,:,o,� P; &rff ""T OR °tt&C'C,:u"K °AFFECT;;`Ae�T. ""S THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF PLATE 3.09-1 SOURCE: VA. DSWC PLATE. 3.20-2 VStD PERSONS RI,N NOAtITT APAPR[Ill,. FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 8 INCHES. COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP �"°' FILE NO. 0110 (ACCESS FOR MOBILITY IMPAIRMENTS) OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE 502 Source: Va. DSWC Plate 3.18-1 toa.w %"Go""KP'A"t'C"' or TRANSPMATRW ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 5 OF 5