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HomeMy WebLinkAbout62-04 Bean Suites - Retail & Office Space - Back Creek - Backfile (2)LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP L p EXISTING FEATURES EXISTING EDGE OF PAVEMENT _.___ -.__ ___ EX EP EXISTING EDGE OF GRAVEL EX EG _ - EXISTING CURB AND GUTTER �- M - T v �- -- -- EX CG- 6^ ! _._ _. _- __ __ .__ 4 EX. INTERMEDIATE CONTOUR - - r-z�-�- ---- --- ---- --- --- -- EXISTING INDEX CONTOUR p�- -- �- i- - T - EXISTING SPOT ELEVATION ); ,`: t:- 0, EXISTING TELEPHONE LINE - ---- T -- --- - ;� - -- ;r--...-- EXISTING SANITARY SEWER -M- 4 --- S - - �- S m--- EXISTING ELECTRIC SERVICE -- r= -- - -- r --- ---- is - EXISTING GAS LINE - ---- - .';ri EX. 15 " RCP EXISTING STORM SEWER � -� ;�-�= -- =_: --- `_ =-_ -a- EXISTING FENCE LINE - X --- --- X ------- -____ %x" -- EXISTING DITCH LINE -,.- EXISTING WATERLINE W TEE �- ' `` -- - -" -�-- / � """'"� �` r EXISTING FIRE HYDRANT �:q E-X. FH EXISTING WATER VALVE rr - _�---- " ...�.-,.._... . EXISTING REDUCER- H-?,°- .. ��s°° EXISTING TREE DRIP LINE �- t ----_...� -� - -� - 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 r PROPOSED SANITARY SEWER S S S PROPOSED TELEPHONE T ---- T ---- T PROPOSED ELECTRIC PROPOSED GAS LINE 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-watercom 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority, 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) the developer/contractor must: 1. make application and pay deposit. 2, mark the tap location. 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. S. The Authority's maintenance department shall furnish and install all water meter through 2" in size, It is the developer's/contractor's responsibility to have the meter box assembly installed correctty, Before a permanent meter is installed: a) The meter box, with its frame and cover, must properly aligned with the copper�setter. b) The frame and cover shall be set to final grade. c The distance between the top of the cover and the co ersetter shall be between 18" and 21 ", d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install 5/8 , 314 ", and 1 " water services. d) For all 1 1/2 " and 2" water services, the Authority shall make the tap and bring the piping to the roe line. The contractor shall furnish and install the meter vault assembly. The Authority will property dY Y h' Install the meter, e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly must meet ASSE Standard No. 1015 or 1013. 11. All fire lines shall have a hie service meter assembly and a backflow prevention assembly (detector double check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047. Radio read remotes are required. V1. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VOOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern, V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia Occupational Safety &Health (NOSH) Rules &Regulations, V3, When working on VOOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104. 04(c) of the VDOT Road &Bridge Specifications. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity, VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VOOT land use permits for any work on VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VOOT requires 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11, All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. An unusual subsurface conditions e Y (.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VOOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained fs representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VOOT and that testing shall be performed in accordance with all applicable VOOT standards and procedures. V14. All roadway fill base subgrade material and backffll in utility/storm sewer trenches shall be compacted in six (6) n inch lifts to 95 /o of theoretical maximum density as determined by AASHTD T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifcations. Certhied copies of all test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. 1" = 2000' oP0 o ti M`aa\e�°a c� �,ti10 �� a Q -,� b �� 40'° �'°4 �F jj .� �y SITE iwi �� �oJ J� 7o� � Q� to �� Cr CO N 0 4 0) LU 11,4k ` o_ CO v U _ 0 +� ; o (Co, Z �' a 3 > C O �� o 0 o " 2, o c o V� - ._ 17 ;3t PROJECT INFORMA TION Owner Bean Properties, LLC P.O. Box 3625 Winchester, VA 22604 Contact: Scott Franks 540 974-6544 ( ) Contact: John Graves (540) 974-0447 Property Data Building Setbacks Per Code Proposed Tax Map Number 75-; (A))-2J Front (Prosperity Dr.): 35' 49,56' Address Prosperity Drive Left Side: - 73.00' Area 1.000 acres Right Side: - 40.09 Legal Reference Inst #040016037 Rear. - 34,13' Master Dev. Plan # 03-91 Development Kernstown Business Park Parking Setbacks Per Code Proposed Existing Zoning B-2 Front (Prosperity Dr.): 5' 21. 9' Proposed Zoning same Left Side: 5' 5.01 Existing Use Vacant Right Side: 5' 16,1 ' Proposed Use Retail/ General Office Rear: 5' 5. 1' Use For Parking Units sf Space per Sq. Ft - nits Zoning Data General Office: 4,000 1 per 250 sf Open Space Minimum 15% Retail: 4,000 1 per 200 sf Open Space Proposed f 25% F.A.R. Maximum 1.00 Total Parking Spaces Required 20+16=36 F,A,R. Proposed 0.18 Total Parking Spaces Proposed 39 # of Handicap Spaces Required 2 # of Handicap Spaces Proposed 2 Building Data # of Loading Spaces Required 1 Type of Construction Metal Frame # of Loading Spaces Proposed 1 Proposed Use Retai►,. General Office Proposed Area 8, 00 0 sf Data Height Allowed 35 ?:yet Sign Area Allowed 100 sf Height Proposed 25 feet Sign Area Proposed 100 sf # of Stones 1 Sign Height Allowed 35 feet Sign Height Proposed 35 feet Permit required prior to construction. ■ � � CD 14� O MOVA j+;` N' r N 1 p LC M ^+ - N a C L6 0 o 0 U 'C C M o Z, N � Q t, U) 2 42 -0 I C M, M ^o c Q) J Tl % I , i GENERAL NOTES 1. Permits must be issued from VDOT prior to any construction in a public right-of-way, 2. The Manua/ on Uniform Traffic Control Devices MUTCD must be adhered to when working in a public right of way. ( ) 9 " p g y. 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 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, P 9 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,n 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. Contact Numbers�q�ls and Signatures PROPOSED WATER LINE PROPOSED WATER METER i 1 UmProctor PROPOSED FIRE HYDRANT p$a PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES EASEMENT LINE PROPERTY CORNER FOUND 0 PARKING SPACE TOTALS 12 ADA HANDICAP PARKING STALL SIGNS SANITARY MANHOLE IDENTIFIER O STORM DRAIN STRUCTURE IDENTIFIER ❑ LIGHT POLES LOCATION OF TEST PITS ® 12. All controlled fill must be compacted to a minimum of 95% density following Method A' of the Standard ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes this note if provided. 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate locations and not all utilities may be shown. 14, The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end of each workday. 15. An approved set of site plans must be on -site during the construction process, 16. The contractor will notify all utility companies prior to excavation within easements, 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VOOT Resident Office prior to acceptance of that work. Unit and total rites may be obscured. y P P P Y V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader, Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VOOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be Present during the construction and testing of the control strip. V21. In accordance with Section 302.03 the foundations for pipe culverts thirty-six p p rty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VOOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of this plan shall expire three 3 pp p p Oyears from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of guardrail layout to be given by VDOT after grading is mostly complete, �C 64 1-, �C c1 � W �+ 1 W � .T ti Z ` LC - (� 4 Z O r n W V� 1� to j U_ O > O Q v � �7 W c W W n � � cl� VJ W v u, Q v m CC e•y W v' O Engineering Firm: Montgomery & Associates (540) 869-0308 Surveying Firm: GreyWolfe, Inc. (540) 545-7823 Zoning Enforcement: Department of Planning (540) 665-5651 Site Inspections: Department of Inspections 540 665-5650 P P ( ) Erosion and Sediment Control: Department of Public Works (540) 665-5643 Sanitary Sewer and Water. Fred. Co. Sanitation Authority (540) 868-1061 Telephone: Verizon (301) 954-6282 Electric: Alleghany Power (800) 654-3317REDERICK Gas: Shenandoah Gas Co. (540) 869-1111 MISS UTILITY: 1-800-552-7001 T j ����TH pFVr �' �f' C O C 2 - BENJAMIN C. , o GA u M 0 NTG 0 M E RY No. �P3-B N0. 030342 �vQ) O �' ���� T �� roNA L S U RvUJ THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF STANDARDS AND ANY FOR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, DEPARTMENT OF INSPECTION GENERAL NOTES 1. Buildings) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 309 (Mercantile) and the International Building Code/2000. Other codes that apply are ICC/ANSI A117.1-98 Accessibility and the Usable Building & Facilities, 2. The requirements in BOLA mandate either a fire wall (Section 707) or a fire height suppressions stem if ht and y 9' area limitations are exceeded for the type of construction under Table 507 of BOCA. 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits. Plans must show all ingress/egress locations to the exterior per CABO 117,1-92 and meet requirements of Chapter 17 of BOCA. 4. Maximum slope across handicap parking stalls shall not exceed 2% and a van accessible area 8' wide delineated. 5. All required man egress doors shall comply with accessibility under Chapter 11 of the IBC and CABO A117.1-98, 6. The 2000 International Building Code can be utilized for building design. Zoning General Notes Maximum Environmental Existing Disturbance Proposed Features Acreage Allowed Disturbance ° o Floodplain 0 acres 0 /0 0 /o Lakes & Ponds 0 acres 0% 0% Wetlands >1AC 0 acres 0% 0% o 0 Sinkholes 0 acres 0 /0 0 /o 1, Exterior lighting will be provided by wall -pack lights attached to the building & lightpoles, 2. All lights will be shielded or directed to prevent 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 GENERA TION DATA Natural W. 0 acres 10% 0% Retentioon Areas Zoning Ordinance. 5. The owner will be responsible for obtaining or EROSION & SEDIMENT CONTROL FEATURES INLET PROTECTION /p OUTLET PROTECTION Op CHECKDAM `- CD DIVERSION DIKE - OD 0 0 o Steep Slopes >50/0 0 acres 25/0 0 /o 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 electric, telephone, etc. that will service this site must be placed underground. Z j tu o V w 1. An inspection by the Fire Marshall's office will determine where curbing must be painted ye/low. 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 all times. Fire hydrants will be always be left unobstructed. DATA TAKEN FROM THE I. T.E. MANUAL 7th EDITION BUSINESS PARK CLASS 770) 12.76 PER 1000 sf X 81 000 = 102 VPD's APPROVALS SP #62-04 RESPONSIBLE LAND DISTURBER W Q It N SILT FENCE W/ WIRE SUPPORT WF SILT FENCE W/O WIRE SUPPORT SF �-- SEDIMENT TRAP ST CONSTRUCTION ENTRANCE CE . am NAME; LANDSCAPING NOTES _ . , i_tii' Frederick County Zoning Administrator _a A��F OV e) Date 1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter, 2. Frederick Count Zoning Administrator approval expires at five 5 ears from the date of site plan approval. Y 9 PP P O Y P PP 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 Coun Department of Inspections approval does not constitute a building County p p pp g 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. CERTIFICATION #: 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 EXP, DATE DATE: OCT. 8, 2004 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. 0141 SHEET 1 OF 4 1 IT 7 ;I L FWA BR STU j O 20 D' 20' 75-((A)�-2/ f r - ' 0 CO C\I CRIDER & SHOCKEYrm%mme, INC of WV / 1 �� ! �/ +� M co ��'r' INSTR. 00000 I J35 '' I' s' a - % •� !� GRAPHIC SCALE ZONED: B-3 00 00 � r � USE: AUTO REPAIR _^-_..__. _ ..___ _ ______ .___.__ _Y___. _._____ ._.._._._... __..___ __. -_-._ - -- ._.. �_!•:..-"-"'-„� � � 1� , " . trench width •'y" as required j - _,._. _._ --`_-_.......__ ....__ -. �.. ,____ .,..-. -.... --. ,»"'":".,�•„ ` ! ` ° ! i I �' i 6 dia. schedule 40 steel( ` _ .- - ► # < ' pipe filled with concrete Wlijl r •. ' and painted yellow 1:' ! -�- - .___ ^- _.__ ...- -._ _. - -`_ "� .._._ _.__.. ._._ '--_-..... _'^_ -" --- -- --'_ -- K „�\ \� .\ to E 1 , / 1? 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' ` IT D i jSE.• A4T .i l 1 t 1 ! ll adjustable valve box 35'min. � i , - '" 767 - J:: 766 � EL ! ll 1 # as required concrete pad V-6" sq. x 6" deep i _ 1 �� -{- p� location marker 75 ((A))-2 `� ,3 $ 67 �• stone valve megalug9ed j HORTON ` 67 f-« 12 W5'�"L a fin ' S ace to main t �2"min.-6"max. ✓i' _ P 27'R megalugs ) J a � INVESTMENTS, LLC q� `-megalug 1 DB 954, PG 1069 ' j o 67�+; , I �° ! L `, � j i t isi_4 _..). 4"stone �`i ! , ! 602 ' 1 ! ZONED: B-2 1 c OUTDOOR STORAGE IS PROHIBITED ON SITE j 11 t suety e �. t M adjustable USE: RETAIL I 2R + rr, 1 !:r • j valve box ' ; f d ft ! stone stone to be minimum NURSERY' i 68-1 68-1 681 f r, ,6r• 0' 1 of 6' above top of base locator marker ! ` ` - J _. § l ; r =' j f f ' w 7 \, 0'! { 1 thrust block 18" to 24" stone i i 1 .. ( '1 t 11 t( f l ,7 I ; 67 3' MAN DOORS TO BE PLACED AT THE REAR OF EACH UNIT' 200 I I ! ? ! f 8'k 8'k 16" solid block I •f • negalugs f f ! # i ._ _ ^_ _._. 7V/ (for vaNesl2"andlarger) I f I , I r --"� (T / r \ O1V P # I r ! i/ EDES7Al cC 8 000 ! sf 24' ! 1I ill CONDUIT ca Note: this detail fs alsov�' ! �, .,_ /' used for buttertl valves ..i:,.. ; .; �• ;., , 1 �.: 7 c� _ _ ._. R Ak_ .., • .GENERAL OFFICE USE i 1 i o r: +' / I I � j 1�1 160" I y =!Y mechanical oint I I -" r s` 1 1 rRANSF1 ?io-> swivel tee vAth , r 1 G IY Relo01 e i 768 �^ FF=76J.25 f 1 / ( 1 f + I 6" branch 1 J J ( '� ! ( 7 V) 16 f 1 I` All, I ) 1 CO DU//CI o�r i (I i 0 0 0 v' I � i t I � I r I ? 3 I t 3 •� U GATE VALVE FIRE HYDRANT ASSEMBLY 1 ' ? i i i { # � 1[ � � � I I 1 { i I I t WA�ER Figure Figure # tau 1 1 200 j LINErA C 49.56' j 1 1 i 4 4j n. 1 O _ r I � O 67$+ 2X m x. Pe -7$� m-r+„ 1 ! £ i! E fff i ! v, '5` O .A„ •A' grade < trench 1 1 ---^•1 �-6"minimum ..64 I minimum Tf7 - - - w�^-*�...s�,,W„'�,7l.4UNE.• L". J).�� I 1 ( # cN 10' INS% FIRE �11 1 j CD general backlill _ machine excavation limit l , 1 ) ) ':;` I _. - i i '.i f tq VI general bac kfill 1 form board (typ ,�+ "D 1 1 t 67 '"^^'^- 5 R 8, 8, i' i SIG -ANp O see note /< ( ) 1 1 67 THE CUR AROUND 4.5'R ' (see note) f 1 ',. `t.- lw yAP 8Y ` j F 75-(�A-2D PR 6 s I v 1 O Z `^� M L o I _ A 1 f 1 OW. J I ,! MD YELL ,.. d N" 1 � `�I ti E �.' COCK & B �L1L LLC INSTR. 04D01 1624 _J ►,t ems• tD concrete - ate valve trench bottom ' t - tS G 1 ) .� ^ ) ZONED • B t 24"select backfill 24'select backlill # 9ate valve .,. 9 undisturbed earth stone bedding i 4 \ L� :-, ----_ -- --.. _.. ... ... _. ". .__ _..... __. _ ___. _ .. _ .-.... ---. .__. �' f 4 USE.i CAN l . & boxes & box % F S W i �� i (see note) (see note) i T x r I TYPICAL SECTION { i DUMpSIEQ� tqp/ ^ ' i a r 1 TEE, WYE, OR PLUGAAD 6" 6" ( In lieu of wood forming the fitting may be ,•+rapped vrith 'denotes hand excavation I ; ; 5 R •• ) ! 1 , \' y t 9' O.D. O.D. polyethylene, and the concrete poured T comp�etey surround '9" = 17' min. for 10"and smaller pipe ! ~ k ,...+'° 62 ! ' i �+ \• \ � 1120.0. the f4ung and a elnst undisturbed soli a bait ng dimens ^D" - 18' min. for 12" thru 20" pipe j 3 R g70 ') against undisturbed soil shall remain as shown see chart below for A, B, C dimensions. y - -•--- - _ BLOCKS<6" minimum - _ - "-_ - f f 1 p CONCRETE DIMENSIONS FOR HORIZONTAL THRUST I ! 1 - stone 1 Pipe Plugs. Wyes & 11 114 and 221/2•' 45 and 90' P 1 _ i� one DIs. Tees Bends Bends { - -- ' A B C A B c A e c i 1 -7� `t 651 r_. "... N © i 62Z ;+61-4 s _ a EX. LATERAL rt ; ( \ STANDARD CONCRETE ARCH ? s" r-o" 0-9 r-o 0'-9" 0'-9' 0•-9" V-3" 0'-9' V-9 " • `�; r j 6� { 8" 1'-3" 0'-9" 1'-3" 0'-9" 0'-9" 0'-9" 1'-6" 0'-9" 2'-3" .••': JJ I "J RJM 75 ^, I 10" 1'-6' 0'-9" 1'-6" 1'-d' 0'-9' 1'-3" 1'-9" 0'-9" 2'-6" J �`"` I� t Y 3' 'GONE' w _ _... r = 9 ! _ 12" 1'-9" 1'-iY' 2'-6" , • 3" 1'-lT 1-G 2'-0' 1'-0" 3'-0" ' (see rat bacidill general backfill I 14" 2'-0' 1 0" T-0" 1'-3' 1'-a• r-s• z-13" V-a' 4'-0" . T f t �' - ". - -`' S J9'0106 W - 27J.16(se/ i I JNV /N= 9. 5 i outlet l _. A R Ulf E'; e ) 16" 2'-3" 1' 0° 3' 6' 1'-6" 1'-0" z 0" 2'-9" 1'-lY' 4' 5' } 16" 2'-6" 1'-3. 3,-g^ ,• `, - :`4 Ei ..�( l t} /%�l/ OUT- 49. 3 (se _ ' I r, � lR � PR FO Ol � � Tl� to N _ � E ••••fvi•rrr.:r�••_ , 20 2-9" i -6" 4-0" i -9 1 -6 2'-0" 3-3 1 -6" 5-d .. EOU ED OR EX G TER4<J [ THE ENTRANCE AND" -STORE! 8' 8° 8 - -- - e° 11 1/4° THRU W BENDS # , (�/ ' ! :j l ' \ „t., 24' select backfill 24"select bacldiff I i `I VALLEY FARM ,.CREDIT, ACA _ - i 8� . sr' I ( /I r (sae note) (see note) gal s over fittings nd ( 1 I' ? _ STD' 00001,31 9 �-- I q + _ - • . • . .' ..,( `'• :)r, 1 r' A.., embeddd in concrete thrust blocks. ZONED., B-2 t <`\ stone ',•.. ,;,., ..r, � �;t�f: � ;.. i _,. _... - __ ..._._ _.__ ._ -.._ _---- -._ .- /%1'r -._. .. _._. _..... � r �' 6" 1 r T USE.- FUTURE PARKING LOT t!2 O.D. O.D. +^ FIITING SIZE NO. RODS E ` ` 12'& LESS Roos slzE 2 MBE OMEN SPf/38-04 -- `� j 4 \ ..+�'9. 1{cif t� Z) () ice' 14" - 20•' 8 2 36" 6 1 Concrete i 4 ( ,1 ✓ }¢/ l'l { Y r "",},L_"• 6 I "•4 v J.-^ '",• ' `"� - �.11 ! 0'� f,:.._ r•,,L. 1,......_._ concrete concrete VERTICAL BENDS size it-t 4° 22-i 45° BO° -- -_. -," Y Yv -.- - - -. ,.. , i1 %'f I stone bedding 6" - - - 1.3 (�' ___ __.- ._.. _ . ._.._ .._-. _._ __� !tp jj '��/`Lg rv~w, r•'t OAF CONCRETE CRADLE CONCRETE ENCASEMENT BL- ! g - - 1.1 2.3 i jj/� fI ( qg f, xqj{ w •• �!� 1x J O {I 10" - - 1.8 3.7 1 1. i \ r .,�„% /,/ �f i .. `~� G Ja '^S t,` "1.....a,,. F THRUST BLOCKS FOR VERTICAL 12° - 1.2 2.8 5.5 8 1 ,�- `'ate ' 1,1 Y 1 UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.8I}t NOTE: To be compacted to 95% of ASTM 0698 maximum density. AS FOR HORIZONTAL BENDS. _ ;� "` .-,,,-_ -.--- _''" -.-- ..,,.•".+•"'"" "~--= ^'""�'',�' • / + ! t { i f �, �. - -..-._ - (� Z 18" 1.4 3.2 6.3 - j .. p „r. ___'-._--._..-." :y I ? , 4 L O E 20" 2.2 4.5 7.8 -' E I rF 1 '� .__.. _.... «.°'_ _ 1 JrF.".'r.,1! - t a ! :.:`_'•.--"-�'.^``..r - W (•1O TRENCH & BEDDING CONCRETE THRUST BLOCKING + 20 0' 20' (1) Figure 1 Figure 2 j GRAPHIC SCALE Q C q r TAPER PROFILE l # METER BOX and COVER � SDR 35 spigot SDR 35 spigot by I? i METER SIZE METER BOX METER BOX COVER by gasketed SDR 21 gasketed ,, e bell 45° bend Non -Traffic M32C-PN W bell adapter i Q W (see note) 2' ! Traffic A32HH 5/8'k3/4" or 3/4" 18 in. Dia f Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Li(l) 241n. Dla. Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) L^� O r jjI I treated 2'k 4"with { O Q Q r ^� + - '.•. III Y ' - .y+•y .0 w .. + .xt .. „ ® meter box top 6" painted blue # ` Ln 'J ! cast iron cleanout cap with brass ( and cover 770 __..-.._.____._-•__- _.^.___.___� 770 3' minimum {{ plug must be 8' from the top of the sidewalk 5 ft 24" 18" 1 - �` __._. `� b, 9 j R screw type adjustable box f I w, I r-_.-._.._-_...,-..._,__� t \ 1 SDR 21 gasketed t s S DR 358•k4" pipe and fittings finished rade } , i I , Z r� d- Lt ( O SCH 40 t gasketed bell wye solvent E F meter by i i i �L1 Q » i (see note) weld cap I 8' square concrete skid pad 18-21 E F. .S.A. , 1 ( 1 Q_ 4 ' • p 20'k 20"x 6" deep , 3" stone ( I U surrounding box n. property cast iron clearm tit cap with brassr[ t line i VALCO, Inc plug having a countersunk tiara } v ` �' -1-T •-'--:+ T- --�.- LU C o p s s square ___-._� _.__ _ I _ �,� 7 #I I i Fg.No.71BOB headPanellaModeIPA4SV-CSK 4 a,1a• 765 �" _..1...-..___ .----________.__-� 765 1___ f4L`-{%,---1""!.i_ ,_}�'�' IG�� r:,;,- ��J #i�--1,#___-. ,�ij, 1a° �SC�'TnIC G3 with lid marked I � � _ .....- 0�0 SEWER' s 1 1.9 12 OF 21 B SDR 21-cleanout pipe l # 12. D' 3.5' v bottom section 12" 5, I of box » ! MAINTAIN - A j brick base ` OF COVER 2'-7 (CG 6) Seals and Si natures W location marker 3cover ! -�11, ,;>' cover +,'SDfl 35 spigot by „� �•L SDR 21 gasketed i saddle with ._.._-_._______ ___-.____._.__..L. + v SDR 35 ::bell adapter ' O. cor stop760 - `---"--"---� `""-"� 760 T` c p j stone gasketed hell vrye .:fir°c - # } /' } ....................... ............ i 6„ t stone o°oo a'O°o''e'Oo"°o'Oo°°o°e not' .SDR 35 aske ed •an. sancta (see o e) . g ) o°e°o,o e°oo°eo 0 0 o e,og8g8o,o,e a o°°°O ;.y- :'fir:bell 45° be t rE \ '1 �,r; r.:-:; ,.,; i • Opposite Side I� sewer main SDR 21 r ........::•.•:::.:�:: � � j � ZUJI TH Op • ` (PET) 20 polyethylene tubing ,"cou tin i V p` Q �1 N J jj G p -•�- (PET) 200 psi with n inserts (PJX FIP) C14-44 [ Iry 1 d J Q 1 ^ •.v ° •r• •:..;4 :; s,{'•E'':= �.:„7^r••, w .". t;at all connections with SS insert and treated 2N 4-with I ;a; _'Y:J."' $rr r? .vr -,,, i. _'h,"r« „�,,:°; top 6" painted green # 1.P : ;:w ::>+-.:.. MI plastic plug P la c lu �< [ Seine Side m i t ) �+J y^ + 4" pipe at 2.00% # 6'stone bedding I 1 i _ � Q_ / minimum grade I 755 __ __ ter_..__.-- -_-._. _.._-..o.____._. __ 755 '� N W Q v O B E N J A M I N C. O a2 i NOTE: If top of sewer main is greater than 15'deep, COPPERSETTER 3 :Jz \`� i cr_J �Li m Q I (-L! U G RY R. 0 TES then wrye and bend to be heavy wall SDR35. ? Seteer Opposite Side Same Side I j Q. U N er. M O N TG 0 M E RY t } l 5/8'k3/4" VBHC72-18WD-44-44-B4 VBHC82-10WD-44-44-B4 [ f Q \m N� © ' No. -51 -B Q n1 � �- c� I o Q � No. 030342 � � � p � ' Note: It top of rain is 3/4" VBHC72-18WD-44-4484 VBHC82-18WD-44-44-B4 1r m �" `� `� Q 1 » \ © � O 1/ 2 � 6 � ~ r greater than 15 ft deep 1 1" VBHC74-15WD-44-44-B4 - N/A - O ! Op f O W �t ~ O� ~ w r> use heavy wall SDR 35 # O j V # INSTALLATION NOTES: 'I- ^I- (/� `i- �(' ('""" '': .. G 'Y C t'7` f concrete cradled top I O I O O ! i j.' t _ t..i s L P;-)) i .0 a,, ,. - 1-✓ `' , T "("ON L V - O S U P,\] i 1. Exact location of meter box assembly to be approved prior to installation, # V.1 I 1 >-.. F- -, t i;i I f :-{ ! f I f ! I > =1� �- I i--_-! , 4=_. 11 I'-'.� - 1.:= I , of t!___._.-_.__....__-___...a..._____--_-_.._.__.___......_.___ _____-___._.._._. -, .''- - �r + _ i.= r tr [1 7,�_ T"•-i"�,_,.,j Ii. i!_-�:.�i�:.,��.-- ru_;`• DATE: OCT. 8 2004 '- -- --- -�- 7 �+- 1 r 2. Water service crossing street: - _ . ._...__.-.___..__ ' } �_' r I t C--f ((t'- ) Y i 1; :_! 1^r J'-.r-" 1===yi i•.-� ;1-# i �, ,, i # L-....1T j - t (-� 1 ; ;`� ` f 1 r. r than 15' deep 1 I ' S. _m 4 L- -`_'l '1 t I t-"? s i # i"--'�! L ? <• , i I a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk across the 0f00 0f50 1 't.00 „-111 street, to one foot beyond sidewalk 1 1 • 9 - �: ' _ , a loel� Install 12 gauge insulated copper wire (for line tracing) from cap. stop to into the meter box [wrap wire around Corp. _ i SCALE: 1" = 201 stop: wire to be taped to top of PET at 10 toot intervals; come up into meter box and terminate level with angle ball valve[. WATER LINE PROFILE 30, 0' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF GRAVITY SEWER SERVICE LATERAL SEWER CLEANOUT j 5/8"x3/4', 3/4° & 1• METER INSTALLATION ; H. 1 "=50; V. 1 "=5' FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0141 35.0 ©2q Figure 14 # Figure 16 # (4 FOOT COVER) I OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE { Figures j ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 OF 4 ENTRANCE PROFILE �� �D� fi� j�k 1 `,w p�� DUN \tl n,. Tl- 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 n year. li t r that r t b left dormant for more than one a applied aaeo ee Pp Y 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. 11,8efore 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. encroachment, 12. When work in a live watercourse is performed, precautions shall be taken to minimize 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 backfil/ing 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: 756 755 .. ___._ _- _- f __ _ _-----# i C,�'EST = 754.5' I 754 I I A SPILLWY= 754.0' _____._ ' 7 753 7 i I { j � I 10 YR = i 753.36 � 753 , 2 i? R_= i 753.0 I I 752 12 DIA HOLE , 52' QF i INV=751'2' 15`j ADS ©j 11.59' 4 t t _ __ I _ _ _ _751 i I POUR 18 lJ • 'Av l PEA, CE #4 REB R THI;OUGH 750 : I } 1 N R C CEE BA T �E O ANCH O R CONCRE�E� _ I r BO 1 I TT Mi74 O .7' T 9 I i f I i 1 THE STRUCTU4 IS A 145" C IVCRE`%E RISER ! , 4- 748 , WITH A DI --1 TOP p/A!METERI INLET! AND I ON Tf"IE BASE. PRECAST � OPFIOS/TE I A ' 12 " I i SIDE 'OF I I I ' THE OPENING Tl,�AT R$CEIVES THE 12" RC P. ; J 0 10 20 30 STORMWVA TER POND STRUCTURE PROFILE E & S CONTROL NARRATIVE Project Description This site is located in the Kernstown Business Park on the south -- - _ k xxrstio Chair?Irrk F grace 16V. / side of Prosperity Drive. The purpose of this development for the -� - - ' s } � 4 4 •O 000 `D-i_ ^i "+•i- ^1s Y _ p'.-i_Y- 'M -s-0- •rh 'H-. 4 S- ^%'Y i' y construction of 8 s ft, of buildings to be used for offices ��vy � �� .� <� •�=y :� •'-'•"•c4 � .-b �y G ^ci. di •+i+. -t ab 1 '6- l v-..y `•r- y.�. 'i*r •ai / ./` .-cy M1` rf �• .1 1. is . s q 9. r x :' �• �� � -•�� r ,�. <. � ' c )t k +. her 'i .-3•• * X<. _v . y� � ,.r `b`� �-•�;"i ti R_;gyp•" t S X G' x x 1 x ..sr •w, nr and retail. This development also has parking and drive aisles for�.�J .Y :q� err t n access. r ;, a err n: x _ • �..__- _.- __ - -_ � f Existing Site Conditions � SILT FENCE WITH WIRE SUPP,07 T ` .-\ l p ��c 0�'ME,,� 11 11 c SF r , it The lot is a vacant field. The ground cover is grass with some 1 _ J J 1 brush along the perimeter, Adfacent Parcels 12 x4Y.,L aling" Space The areas to the south is a vacant lot like this one. The northern parcel is a an automotive repair shop. The site to west is a # �{ } I + J J ' } ' '! �Ij commercial nursery. t { 1 1� g 01 Soils 3' MAN D09RS TO BE PLED AT THE REAP? OF EACH UNI� 1 i _ _ �- M_ I .. ___ _-� i ' r J jx } } It j r� J l{ I J The soils types determined from the USDA's Soils Survey of 8,000; sf Frederick County, VA ' silt loams shows Carbo-Oaklet roc �10 UNITS- - -- I I i J i{ {F, classified as #6C. This soil is predominately yellowish brown silt r1 _ r 1 i , --Rr7_ AEI_ &-&ENERA;L OFFICE USE loams over bedrock and offers 'severe` erosion hazards. Topsoil I , $ } ,$ UY-Relocc;te 1 _ 768 -� I ~ _ FF=76�.25' on this site appears to be 9" thick with several rock outcroppings,"� i PP! ` � � f r�,y I •.__ -- `' ..-- 1 r gin: � J r i r `. Erosion Control Program • Install construction entrance with wash rack}'' `l • Install wire supported silt fence + I y� r71 ; 1 • Install culverts outlet protection • Grade site and seed all exposed surfaces immediately upon 71 reaching final grade S I , General Erosion and Sediment Control Notes (VESH Table 6-1) fin• ` _ 7GT �� (�� ( w'""Tj w-- ES 1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained accordingto minimum standards and specifications f a o the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations.- � t 1 5 i .. - s � • I y y _' - - `_ ...._. •,..... __,.. ...�. .._...-...-.- ....__ .""- _-_ .-_.._ ...,__ ._._. _..... ._.... _..... -,_ ._ ..... 765 •.•...w ""` "'m'�•.�'o• � si� / T' ES-2. The plan approving authority must be notified one week 1r a prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 0 I .S�WM AREA .. ���..,..�..:_,.w�, - - r+•' A J ES-3. AN erosion and sediment control measures are to be placed `` i ! © prior to or as the first step in clearing. I `�a -- �'fit k J 6A6A 1 J fill 1, w ° J�MP BY V S FCSA n. r� re It e7 kw f P, ! ( I 1EX. LATERAL ., S f.,.,M,m , ES-4. A copy of the approved erosion and sediment control plan I ; 'X X X- -"" , 1 r , shall be maintained on the site at all times. �P i `� _ - SILTSFIVOe �1"t l-r�UPPORT _ - �� /� l'' J � � _ - _ - ES-5. Prior to commencing land disturbing activities in areas Ii i l f 1 r'• other than indicated on these plans (including, but off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and t•, . approval by the plan approving authority. • ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion i 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. 770 , ~ 766.5' 100 yr storm! 765 I I 760 �- 15 RCP ®1. ! t i _ -- 3,3q --j_5_ 1 -� J i 755 RCp _ f-�ROf'.��NtUE� .._ P ON AS SHOD PUtN ^ ^ l © j f� ' f 1 APPROv Sp-38-04 ( ! ! a� h LO I^ I � O 4F� I O I I I I I ( i �z zJw z :Z_ _Z: I � � V O it ;�h.. I i O II I L J (n O � O J I � z 4 i I 0+00 0+50 1+00 1+50 2+00 2+50 STORM SEWER PROFILE H: 1" 50" V. 1 "-5' 770 Mix 760 (4 20 of 20 _ t g GRAPHIC SCALE 76; _ 765----------- 765 t+- 760 755 0+00 STORM SEWER PROFILE H.- 1 "=50', V.- 1 "=5' ,:• SrRLYE PSOACH SAME S.;RrPCtiO AS WiWErr. U?.•+llNS 10 SI-IOWN 0!J PI. PlJS7 U, I KJPU 811 T Ct?i1UNS TO BE A:? - SHCwH DP1 P,.avS gPrD rU_1._ f - I. I �CRMRA�RH4ll COM.O:rJATCtl �: _ x.D c U r ; � -tS 31, f ST'D.CO-CJ *A a' gDEWAi k d IA( FLOC/ Lit EY.PA45ON JCIN7 -- 'NOIF:WLYTH MArJum ROMIA T S.DCNJ OV T1Y-CLI 4CT C)Y PLAN VIE'h' 760 755 CONCRETE " N JOINT SECTION C-C cc -it .2] :CrdSfRWI QWM C-AVALS MrH A YtJKIM CLNVE. �A ' T WHFIV TFE EUT..ANCF R. DI CAPNC P.^.CAWtn.ATE N.� v� 755 rte r PA ItE�?Jn NTS = ; riywk 7) WAY D Prrrba n c wvE TRCA'S RA K:C, dE; IX. P POP RAMS.J I, ..BELT RAVE$ &'ITHN THE LIVITS OF THE RADII SIVOULa 8E rOGE Dr SHW UFR OR I 9 x'ro T" ePTrou� Low L NE ,._ate o-/_.p SLOPE GHPII'E -4--� w EJ SrO, CIS US^r(Y. EAJTR"A3- e J,IPLVE CONJ1Ctit] 17H OUT FHO-C ,PL_ASE r -- 1 1 •nrr: tic TI roL .o Ji> SryCPEaA� == - v roP• S7erTT - 7 X ktarLBr ^P.1EL>T ^ALL DE tovsT=lr eD N.owg TIO. TO THE P✓W Lllc CFY.^.EP7 Cf1Y gist p r s0 DES..RPB! E FOR CORNIERCIF SIA9ILCAIVIN REQUiritG FCH MAJNUP:E ENT?P11f.E P^Vr VFtlT 1CHC11 CA11 PL OVrml 71 Tt,L LN RAXCG J SECTION A - A RADVL CURB OR COM11ATICH CURB AR) CV Tf}i S;AL NO, M CONS FIIUCI'CG GUIDELINES FOR CPADE CHRRIGF D BE"Y 4m E Pew IN. F<CFPT �OP PL, LAMY.EN PUFfPDScS WkFV USFO Al STANCAn r.I1TRA1r,f- VMWWA bIXI,W P_.i RS[i_r CG 3 CH CC hAC l CQR3 FACE ON WS SJJJDMD s TO DE ADLBSTED TO VATCH TIDE VCLINTABLE CUB CC F:GUF'ATISIJ. HGH IVORF P1411 300 VPO? 0 K 3 Y CUM (WD-MOD VPD) 5.3 ; B X SEF. STA40GRD CG-12 r0? C.P9 P�1P VFqE°AG*J 1C RC USED ;VITH `; IS STPHL`.4; . LOW CLUS IHfN S'JO V410; S E X tl X ;f PLRIS ARE - 11,MCATE WHIN CIMPRUCT0.1 0= A �LU4 UVJ_ 15 fEpUHEC fC PPJVIUE WJStTIYE DRAINAGE xROs r11: EI.TCACE. OP 1:OWAL FLOXL'NE Ml.f PEOJRE WA4P:IVC VS A PORTTT.`+ Or CUTTER TO I'tt£CL 110E PONNIJC Cr 1ah7rZ METHOD O fF?E'�Tly"`I�T- RFFFRFrICr CONNECTION FOR STREET uNTERSEC T IONS V PGNIA oEPA11TMrW, CF TRWJSPO(VATP-TW 203.04 4' ARM 400 WATT LIGHT J I 7 } �� 20' POLE �✓' "�'� _ __ ► 1 � MINIMUM SPACING 3'-011 ' J I r ► r ,' PA VEMENT j ! (STD. CG-2) CURBING � � a J TYPICAL INSTALLATION OF LIGHTPOLES BEHIND CURB & GUTTER J I , 1 JJ Seeding Schedule (per section 3.32 of VESH) 1.) Topsoil will be spread at a minimum depth of 4". I } 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 t square feet (1000 lbs per acre). J 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 t emulsified asphalt applied at a rate of 200 gallons per acre. and Signatures J �?i f PROPOSED ENTRANCE TO } } Ji 1 ` ` ----- - - _ _ C H OF j �<P'LT H OF lr FUTURE PARKING AREAAQC O� AQC PER SP-38-04, "VALLEY FARM CREDIT PARKING ' t } ri r BEN AMIN C. G ^+ v v -- r :f u R. TE �S LOT EXPANSIONJ, `-`°�'-�. � ++ � MONTGOMERY _ _ p No.030342 1 1 J � r r _ - NAL SU000 r` r �;`� THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF l „ _ yl� ~� FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION GRAPHIC SCALE , s �' � �. �,'��w;.-• � � OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. ILL o �- C) co co W IC? �' co OD � o c� o U rn ' >ov o E a, U U 0 � 1 U �I 0 � c T 0 LC C N 5 C O o 0 C -f� � 0 •� � o � N U O i� C: V)76 qo U, J ti 4-1 Q- Q� j Q S Z w o Q cr Uj °w O � Q� Q ti DATE: OCT. 8, 2004 SCALE: 1" = 20' FILE NO. 0141 SHEET 3 OF 4 I I I Prune out any dead or broken branches, remove all tags, labels, strings, wires, etc. from plan. Alf plantings will conform with Section 165-368 of the Frederick County Zoning Ordinance, Planting Selection, Planting Procedure, and Maintenance, � 20 � � � 20 i / rr WET ER / � I j j , , STUB ! I i ;> , I a ! 1, # � / V �► U- ,� N Parking Lot Landscaping Data 2-3" mulch 2-3` Saucer Set top of root ball ��If GRAPHIC SCALE r � aS ' % ^' ,I C � e ual to or 1-2" q �above grade. ,' Per Code Proposed p a erg spaces •� __-._ -�_ __.____ �_ _ _. _-._- _... .-.__ .__._. .^.__ ___--.-,_._ __-..- 'i� d r 6 — _ % 7 f GODO c0 Remove container, • use (3 spaces)-,� _ _._.. ..- r'--- - t 1 "� `� - � ('Q "�- C-', r t sharp blade to make r';L . , .;•r , .. / lenrfh of"boll and cut o ` I 1 4" X on bottom of - Total Impervious Area 1 per 2000 sf 16 15.8� __-..-. .. __.. _...._ _..._ _•_,. _._ .. ._.-. ._..._._ _._.. ._._.. _._ _.._ ...._ .__ __..•__,. -•.- _..... _- _,_ _... �, t _. _ .-_. ✓ ,, _ � a$' ""'•"-,-- s,�, •~ •~ / 4 I 1 i �-- ip„ t I t r c�� E 'a •, .'.,�, ;• .<,, •y. ,'�' loosen compacted ` ball; - ^ -- _ _ __ _-- --- _._ _._ .._.. __. •-..,...... ___ _._. .,-' --- _._,. _,._ -_ .._._ __.. _.__. __._ ___ __......_ _.. -.. _.... __ .-_._ ___ y. •'K --• --'-• _ +�� :n , - . roots. Percentage of Green 5% 9.3% .._ .__ .___ .__ - _ + CONTAINER GROWN SHRUB Area in Parkin Lot 1,179 sf 2,183 sf g 23,579 - r "w" "" w. "-«� �„ _ - M I - «« "� .. - �. ,� " ! q' f ,✓\► - - - - J; ' 4 r f ` rn �1 cv a` )i Prune out on dead or broken branches. sf � � - " -� . f-i'Stil7 F rl('f.' . -_. _� ✓ _ l�rit�li7?Ilia t' X X .� <_ _ ,� - _''� V __ __ X' - `y __W__ __ ._ _ { ._ ._.__._ -_ _ .__ �Y ._ - __ X _- __._ _._ ._- __- . __ ___. -_ _._ - N { , r 1 - �. � t �, ! �. � - . �, i _ __ __ _._.. _.__ - \ t '1 j�', { r i ` > o v t0 c�iCO PROPOSED PLANTINGS Remove all togs, labels, strings, wires, etc. from g plant. - (s , > r K % p �r {n "�,d r`. y~�'f YY n Y ". h U y. } a r. ,�.?�7 -"•> `t - _ b _` �v.. CA f" 4 "'1 w i`.t- s. Xs, a. v + w v wK 't r.: ;'&'t ''b' r. �I/ :' I J T ii 4 '9 T h C { ` L'/,!'• 1 ! Y. t CL 0 a1 i - HEDGE - BOXWOOD 43 PROPOSED FOR "a:...... .,....1 ._._.""`�`°'c, _ -*-:_ '• •a. .v. ^ev-... ,.,,.. v '^d"a. "..k -'-n -. -a;a •fi''f" -� _ X ra .-£w {:. .yi i<s. '^ ;.•.w.-..%°-• Y..: va .-Y,r<`' •a' i / 4 ; ' --v�+'•--., _ .�r'k� - 4 s-- 'r` T r`' 1S`,�"t !k-..�`' t' +i4`-`>.._..�--a--•` b fi-.'n 7:•a- •r�.-.., o "�,k,a. .i f- + ? f J ( - �, y 2-3" mulch HEADLIGHT SCREENING ..... ..._ __------- -- -- - { _ S Mt l 05" W- 295.90' ___------ •----- _ t '� � � f i f I f? 1 � a C 0 2-3` Saucer Set top of root ball �equal to or 1-2" TREE - PIN OAK &/OR RED MAPLE - 20 PROPOSED OTHER DECIDUOUS SPECIES MAYBE SUBSTITUTED t _ - ` �` f i �I�S 0(ME f ? t i ' I I ( f i / �T �' � � 1 � ODD = o T above grade. <: WITH APPROVAL OF FRED. CO, DEPT, OF PLANNING t t '• i3 ii j6 �� D l � 1 If A t l c- Remove rope & burlap from root boll. ­-v TREE - LEYLAND CYPRESS -EXISTING BUFFER ALONG B-3 TO THE NORTH HAS BEEN INSTALLED _ ? j l , 12 x45 L a in y Space - I I j 1 r r I st jl • tJ r Dig hole 2-3 times width of root ball, LANDSCAPING IN FRONT OF BUILDINGS BALL & BURLAP SHRUB 55 f Oil 2 OF SM-2A I - l 1 ° 3 MAN DOORS TO BE PLACED AT THE REAR OF EACH UNIT I SHRUB PLANTING DETAIL 6" OF 21-8 COMPACTED f ; ; a,000Sf a i lr 1 1 �_ , �� r j r rEL EON PEDES�Ai fI �' ;' i#I , l�' ^_- r, , r f__ (NOT TO SCALE) TO 95� DENSITY \� SUBGRADE FREE OF ORGANICS lI ,l 1 i I , "� I ! 1 1 I I I' I ? E , j d �a GUY_ Reloc&e 10 UNITS -- -- - ' I _ ... i RAK d� 'EhiERA4 OFFICE USE I i I _ ;'era -�_ FF=768.25' 1. I I --- ,! rr I _ ,`J I II j f rxr , Jf CONDUIT l l i 7' 60 7'' 1---. { t I 1 �INSF AlulER o �- n �t & COMPACTED TO 95% DENSITY ` I Imo, . - 9 I }j i I '; , p � i ��4�D�/T I c� Cr Prune codominant leadricr.- "- DO NOT prune terminal 1 �� # i i '-I ' �` --�r�� S^' �� 3� fi C leader or branch tips TYPICAL PAVEMENT SECTION 1 I 1 1! �, ; s I t I 0 V a Prune nubbin or g branches` "" .. DIRECTL Y UNDER THE rL i 1 1� cross PARKING SPACES ! > } C i f 'aG4' 4.� c1 5fu � Prune narrow crotch angles & water spouts 1.5" OF SM-2A,, „ J ,, r. 4 .a :� '� � s y E r MO p 3 OF BM-2 _.--- Prune broken branches Remove tags and labels-- Q ttt 1 j s ` ",� 1 Q r \ I 1 ( . Prune suckers 8 " OF 21-8 COMPACTED d TO 95q DENSITY I ._w ? !� w j '� ' t 1 i N ti tZ (`1 _ • , _ -' • -"' ' ly i i, L, F s ' w - w __ w t ! i ,� f t i i`� \ ' 1 ' "� ' b -0 Q) Cut away all balling ropes / 2' 3" mulch kept — Remove top of wire basket away from trunk Soil welt to a / / , SUBGRADE FREE OF ORGANICS / ; > j N C ' i I j cp i i $ may. - f t w, , w TAP BY / i �, ; s # f I ( ! FCSA 1 \ / I j cl ti ^ .�, fiG' 1s } r -0 CY a1 G C contain water \ & COMPACTED TO 95q DENSITY !. � !g9 _'""' _."— ""_ ....... ._.... __.._ _....,. ._.... .._.... f a w _...._. _...— -_._. -_.,_ '"'-_ _.._- _"`-. ._..• ._..._. ....... ....,. _..... ,_. '-_. _ n.,.»„..•. ,..,,ew„"" ,I p , ' ` 1 } 1 i t l l :.. .... Bockfill soil S 4° ,• - TYPICAL PAVEMENT SECRON UNDER ENTRANCE, DR"VE r I s { Qz f .' ' ' Partially backfill, r - water to settle AISLES, AND LOADING AREAS I I Widen and score soil, finish holes in wall backfil/ing " y 4 OF 3000 PSI + ' CONCRETE V1/ FIBER ! -a I ' ® i S I '' t £RAL I r +£K LA Area for water Remove container and drainage (Pipe cut circling roofs if or tile could container -grown, or be installed) „ 4 OF 21-8 COMPACTED Q i j + , j ! _ y r 1 C/0\ I 1 SSl11H j \ { ylt \ ¢ as much burlap as TO 95q DENSITY , f possible if field -grown Leave solid soil pedestal do not P 9 - dig deeper than boll depth \� SUBGRADE FREE OF ORGANICS ' `�` _.._ __ -- __. I ` - , S 39'Of 06 W — 273.16 _ __ __w_ __ _ __.. _ _� -._ ,- J r - - CONNECT / �, i INl V IN 9.5 ` \ r i TO EX r J lNV OUT Dig hole 2-3 times root ball width I / \ & COMPACTED TO 95% DENSITY f ,' ., m u J, ___ _. r INLET PROTECTION NOTE. - -- - +� TREE PLANTING DETAIL TYPICAL SIDEWALK SECTION ! `` SILT FENCE USED AS INLET PRDTECTIC7N- I• i . 1 r I I f� ( NOT TO SCALE i �, • - —. _ IS NOT-AL:LOWED IN FREDERICK--COUNTY. . f ✓ 1 i L_ —.. ,'.ti f ; ___ CONTRACTOR MUST INSTALL THE OPTIONAL STONE-A-RC•.AS SHOWN. i - , , (� cry v 1 W Q U .. '•a .' • ° ..:..... »- -:.. � 8 OF 3000 PSI CONCRETE W/ 3' MIN. 12: 1 �- N 12: 1 3' MIN, — WOVEN WIRE REINFORCEMENT o _ _ z''i ! �� � ��._ - -_ - _ r / f(r � � f / � __ �. z a � ti � � � LJZ CONSTRUCTION OF A SIL T FENCE' (WITH WIRE SUPPORT) 1 POSTS EXCAVATE SIL T FENCE CULVERT INLET TREAT WOODEN PANEL GATES WITH WATER SEALANT TREAT WOODEN PANELS WITH WATER SEALANT. CG-6 CG-6 8" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS / \ Q ty G) p ,,,,,Ce a. O Z .., �t , & COMPACTED TO 95% DENSITY SET AND A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH ALONG THE LINE PROTECTION 12 r s LLJ O O TYPICAL DUMPSTER OF POSTS. O � O SECTION _..- � / ENDWALL Q W Q � � � Lighting Genera) Hates: 1. Proposed Lights for this project are Hubbell RCSA-400ST ` TOE 400 Watt Lights ore equivalent. ( ) 9 9 2. Lighting must be installed so as not to produce glare onto � � G � � ✓��-� + OF FILL CULVERT neighbors and roadway. -' i j ( ��—� W I - NOTES: 1. H/C SPACES MAY NOT EXCEED A 29 SLOPE. 2. RAMP BUILT TO r-- / , r G� _ L� - W�= U- INSTALL GATES ONTO 6'X6" POSTS C O J STONE CONSTRUCTION ENTRANCE TYPICAL 6 TALL BY 8 WIDE DOG-EARED VDOT CG-12 STANDARDS. ' �/ INSTALL OPAQUE FENCE AROUND THE REST OF THE FENCE PANEL. INSTALL ON 4"X4'X8' 3. WHITE STRIPING SHOULD BE 3" WIDE. 70' MIN, EXISTING ' I TREATED POSTS SET 3' DEEP. 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK q 3 S.PAVEI£NT I FLOW"' o 0 DUMPSTER TO PROVIDE. SCREENING OR MOUNTED TO BUILDING IF POSSIBLE. - \ FILTER CLOTH 6- Mom, A 1UUNTABLE BERM alPTmwu 4" 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. AND COMPACT THE C TOE OF FILL Z SIRE ELEVATION DUMPSTER GATE DETAIL DUMPSTER FENCE DETAIL R7-8 HANDICAP EXISTING GROUND EXCAVATED FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. , o SILT FENCE o 0 a N. T S. N, S. O O PARKING SIGN,_ (12" X 18') 70' MIN, T B VASHRACK MY MIN q DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT L ' • �y .� RESERVED (OPTIONAL) FLOW W PARKING MAY BE PLACED INTERNATIONAL SYMBOL ON ONE BLANK. OF ACCESSIBILITY ADJUSTING THE REQUIRED HEIGHT 10 MIN 'r "IN• I-- EXISTING PAVEMENT �.r..: I // <,- :. / OPTIONAL STONE COMBINATION � PIPE' OUTLET CONDITIONS Is and ..Signatures IF REQUIRED TO ACCOMMODATE EQ "` :. <.• .. / '+ \ THE ADDITIONAL \\ LINES i �'/�- VDOT p1 -'� POSITIVE DRAINAGE 10' MIN. I I I I / ' `: 1:. I (, / �� _ --/ .':t,;t `.•;,• / A �- H w J VAN ACCESSIBLE COURSE AGGREGATE B TD SEDOIENT TRAPPING DEVICE I • MUST EXTEND FULL N70TH OF INGRESS AND EGRESS p I A N "I C PLAN VIEW /'.:.'�';; "' '� - •S - - l� (- 1'llI 1.0' -♦r- I r 3d (MIN. yy A a / d f OF PLT OF !/ d' � f REQUIRED I OPERATION 12 MN. r FLOW I PIPE OUTLET TO WELL •r" Y-A � 2 BENJAMIN C. v G p t j PENALTY f 00-500 EFFECTIVE DULY 1, 1998 j TOW -AWAY ZONE 3- MIN. 3• MIN. -- I I I I , . III EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FLOW h 2.5 DEFINED CHANNEL PLAN VIEW 1 L a u R.' 0 ESUJ M O NTG O M E RY No. 030342 No. 518-B ��T O FILTER CLOTH SECTION A -A ° x�SSrO 9 O v�`� 6-7- FILTER FABRIC NAL SUR DATE: OCT. 8, 2004 PARKING SURFACE CONCRETE WHEEL STOP (!F REQUIRED) r �:': ` " ,,� .' r �: e..; V r • ,..Y • ''J.II —_:�� �'.-' '.-�' '• =' ` ` IUr I ,`„ .•'i --•WIRE I / iVDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP " TO REPLACE SILT FENCE IN HORSESHOE "WHEN HIGH VELOCITY OF FLOW IS EXPECTED SECTION A -A T TJLTSR CLOTA AZY W 6"-B': RdC0"END90 MR ENTIRC PERIYLTIR NOTES. i. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION aASIaeT; OR coscReTs. THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF SCALE: 1"=20' • I,'", ''" _ YY.,.;; , _ �llU- 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED HANDICAP PARKING SIGN DETAIL - —I - USING PLATES 3.18-3 "D 5.1E-4. 3. CI = L MAXIMUM STONE DIAMETER, BUT NOT FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0141 (NOT TO SCALE) T�SBTHEaB OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE SHEET 4 OF 5 REINFORCED CONCRETE DRAIN SPACE SECTION B-B SOURCE: Adapted from Installation of Straw and Fabric PLATE. 3,05-1 Filter Barriers for Sediment Control, source: Vm DSWC Plate 3.18-f ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SOUKS &tm «d YB M Sherwood & Wyant SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 2 Lu 'CD D O� R� =,J c� 11 S LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP >■ 0 o� EXISTING FEATURES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com V1. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of 1" = 2000' coCO 4 EXISTING EDGE OF PAVEMENT __ __ _ EX EP __.. 2, The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet al/ Authority requirements. Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or W '` rn ■■�■� « CO Pp EXISTING EDGE OF GRAVEL __..._ __ _... _ __EX_.EG_ _ 4. The contractor shall coordinate with and arrange for inspection b the Authors 9 P Y, Authority. conflict between the Standards or Specifications and Regulations the most stringent shall govern. 2$ ���• ooa�a LO 5. When an existing water main is tapped for the installation of a new line: V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health EXISTING CURB AND GUTTER-` M ~ -W -EX CG- 6` _-_ - _ 1 a) The Authority shall furnish al/ labor and material. Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules & Regulations, e��a �} �� �dd� �� O �`� o V' _ � � � `-� -� � r EX. INTERMEDIATE CONTOUR 4_._ ._. __ .___ __ b) the developer/contractor must: 1, make application and pay deposit, 2. mark the tap location. 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 � �� �a `S -o EXISTING INDEX CONTOUR 6• The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole, flaggers must be certified in accordance with Section 104, 04(c) of the VDOT Road & Bridge Specifications, as o o� mac rn �j, �, N 4) EXISTING SPOT ELEVA TION Y, 510. G' 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish install 2" V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole `� Q �'�► o Z EXISTING TELEPHONE LINE _-___._ T _ _._____ �w-r.____ �..... and all water meter through in size, It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this i� SITE �� �wj °' > r_ = Before a permanent meter is installed: responsibility. 0 n E EXISTING SANITARY SEWER �� S S w a) The meter box, with its frame and cover, must properly aligned with the coppersetter. �`'�oJ �, o 0 b) The frame and cover shall be set to final grade. V5. Design features relatin to field construction, regulations, and control or safe of traffic may be subject to 9 9 9 safety Y j change as deemed necessary by VDOT. Any incurred field ,-, �, a 2V► co o EXISTING ELECTRIC SERVICE - - -- r._ - - F - ---- C_ --- c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 ", additional expense as a result of any revision shall be the responsibility of the developer. w \�. o EXISTING GAS LINE ---- - ->A.S - - -- G% --- -- EX. 15 " RCP EXISTING STORM SEWER .-._. _ �-�-.�.� d) All components of the meter box assembly shall be in proper working order, 9, For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permh VD k fon VDOT right-of-way. its or any work Jro \ PROJECT INFORMA TION b) An Application for Service must be made and fees paid before work will begin. V7. If required by the local VOOT Residency Office, a pre -construction conference shall be arranged and held by Owner EXISTING FENCE LINE ------- -X - --- - ---- - X - c) The Authority shall furnish and install 5/8 , 3/Q ; and 1 " water services. the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies d) For all 1 1/2 " and 2" water services, the Authority shall make the tap and bring the piping to the and VDOT prior to initiation of work. Bean Properties, LLC EXISTING DITCH LINE line. The contractor shall furnish and install the meter vault assembly. The Authority will property Y ty V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined P.O. Box 3625 Winchester, VA 22604 �m T. A - EXISTING WATERLINE W/ TEE E �� � ;°�°---•--•-�°�•� install the meter. e) The Authority will install all sewer laterals, length of time. VDOT requires 48 hours advance notice prior to any required or requested inspection. Contact. Scott Franks (540) 974-6544 EXISTING FIRE HYDRANT EX. FH 10. Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent,public Contact: John Graves (540) 974-0447 EXISTING WATER VALVE . - mW --- --0- r L.., must meet ASSE Standard No. 1015 or 1013, roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project Property Data Building Setbacks Per Code Proposed Tax Map Number 75-((A))-23 Front (Prosperity Dr.): 35' 49.56' ■ U 0 LC EXISTING REDUCER me'µ' 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who Address Prosperity Drive Left Side: 73.00' Area 1.000 acres Right Side: - 40.09' ^+ ^ a check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047, Radio read a_, remotes are required. shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and Legal Reference Inst #040016037 Rear: - 34,13 EXISTING TREE DRIP LINE �� �..._� ., �� �.� �.�_ operation. Deficiencies shall be promptly rectified. Master Dev. Plan # 03-91 Development Kernstown Business Park Parking Setbacks Per Code Proposed GENERAL NOTES PROPOSED FEATURES V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Existing Zoning B-2 Front (Prosperity Dr.): 5' 21.9' Left Side: 5 5.0 O o 0 V d �n Proposed Zoning same PROPOSED EDGE OF PAVEMENT PROP EP V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points, Existing Use Vacant Right Side: 5' 16,1' Proposed Use Retail/ General Office Rear: 5' 5.1' P �� M 1, Permits must be issued from VDOT prior to any construction in a public right-of-way, PROPOSED EDGE OF GRAVEL PROP EG 2• The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working /n a public right of way. V12, Any unusual subsurface conditions (e,g, unsuitable soils springs, sinkholes voids, caves etc.) encountered a during the course of construction shall be immediately brought to the attention of the engineer and V�DOT, Work Use For Parking Units sf Space per Sq. Ft Zoning Data General Office: 4,000 1 per 250 sf 0 � M o _C o 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT Open Space Minimum 15% Retail: 4,000 1 per 200 sf } o N PROP. CURB & GUTTER PROP CG-6 and leaving the site. V13, All fill areas, borrow material and undercut be inspected by VDOT Open Space Proposed 25% � Q PROP. REVERSE CURB & GUTTER 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of areas shall and approved a representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the F.A.R. Maximum 1.00 Total Parking Spaces Required 20+16=36 q F.A.R. Proposed 0.18 Total Parking Spaces Proposed 394- /� a = u n PROP CG-6R this site will be the res onsibili of the developer. Al/ dams e must be repaired to original conditions, responsibility P 9 P 9 sam le obtained is re resentative of the location. When soil sam les are submitted to rivate laboratories for p p P P P o 5. A be installed in the "Virginia Erosion Sediment testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and am C PROPOSED CONTOUR 50 construction entrance must accordance with and Control Handbook" Section 3.02. The contractor must maintain this access for the duration of the that testing shall be performed in accordance with all applicable VDOT standards and procedures. # of Handicap Spaces Required 2 # Handicap Spaces Proposed 2 _J s project. of C� PROPOSED SPOT ELEVATION +50 6. The contractor will be responsible for adequate and positive drainage of this site, V14. All roadway fill, base, subgrade material, and backf/ll in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus Building Data # of Loading Spaces Required 1 PROPOSED STORM SEWER PROP. 24 "ADS PROPOSED SANITARY SEWER S S S 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. I be done following the laws and guidelines set forth b OSHA and VOSH, 8, All construction will g g y 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VOOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT dall unless specified otherwise. P P P Y. P Type of Construction Metal Frame # of Loading Spaces Proposed 1 Proposed Use Retail/ General Office Proposed Area 6 000 sf P �� Sign Data _ f � PROPOSED TELEPHONE T - T T - - 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions. V15. VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and/or as specified by VDOT, Height Allowed 35 feet Sign Area Allowed 100 sf Height Proposed 25 feet Sign Area Proposed 100 sf # of Stories 1 r•i i PROPOSED ELECTRIC Sign Height Allowed 35 feet 10. The developer is responsible for the relocation of any util/ties required by this site plan. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT SigPro n Height p Proposed 35 feet i � PROPOSED GAS LINE 11, A/l Erosion and Sediment Control devices shown on this site plan shall be Installed prior to construction. minimum design standards and is the responsibility of the developer. Permit required prior to construction. PROPOSED WATER LINE "WM o 12, All controlled fill must be compacted to a minimum of 95/o density following Method A of the Standard V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Contact Numbers als and Signatures PROPOSED WATER METER 1 Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or Uniform Traffic Control Devices. PROPOSED FIRE HYDRANT PROP. FH pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes D& this note if provided, V18. The developer must provide to the VDOT Residers Office a list of all material sources prior to the start of P P Residency P • construction. Copies of all invoices for dedicated Engineering Firm: N T OF � 13, The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate locations and not all utilities may be shown. materials utilized within an street right-of-way must be provided Y 9 y to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. Montgomery &Associates (540) 869-0308 Surveying Firm: PLTH � �7 �� V f �Q �Q (�.. � 64 �( COMMON LABELS & FEATURES 14, The contractor will contain al/ litter and debris on -site. The work must be left in an orderly manner the V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader, Density GreyWolfe Inc.. (540) 545-7823 Zoning Enforcement: BE NJAM I N C. ,-{ � ,,,�E� at end of each workday. will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Department of Planning 540 665-5651 9 y U GA M O NTG O M E RY v 1 W ~, PROPERTY LINE OF PROJECT Y 15, An approved set of site plans must be on -site during the construction Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a Site Inspections: -p No. 030342 No. 51 -B V � ,,,,� NEIGHBORING PROPERTY LINES process, VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control Department of Inspections (540) 665-5650 Erosion Sediment Control: O,� �. FSS ti� .� Co EASEMENT LINE 16, The contractor will notify all utility companies prior to excavation within easements. strip. and Department of Public Works (540) 665-5643 10NA L v S U R\1 �A PROPERTY CORNER FOUND Q 17. The contractor will seed and straw, for sail stabilization, any disturbed areas that will be left for more than thirty days, V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications, Density shall be determined using the density control strip as specified in Section 315 and VTM-76. Sanitary Sewer and Water: ) Fred. Co. Sanitation Authority (540 868-1061 U_ J A certified compaction technician shall these tests. Certified the test be :S;�,, PARKING SPACE TOTALS 12 perform copies of reports shall submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be Telephone: Verizon (301) 954-6282 Electric: Alleghany Power (800) 654-3317 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF W V �l Q O ADA HANDICAP PARKING STALL DEPARTMENT OF INSPECTION GENERAL NOTES present present during the construction and testing of the control strip. Gas: Shenandoah Gas Co. (540) 869-1111 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE LLJ X U) W V21, In accordance with Section 302.03, the foundations for pipe culverts thirty-six p p rty-six (36) inches and larger shall be below MISS UTILITY., 1-800-552-7001 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, ' �+ nn �� ® v SIGNS 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 309 the International Building Code/2000, Other that ICC/ANSI explored the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation to the VDOT for to W W u, Q (Mercantile) and codes apply are A117.1-98 Accessibility the Usable Building & Facilities, exploration engineer and approval prior placing pipe, Foundation designs shall comply with VDOT Road Bridge Standard P6-1. Where Zoning General Notes CQ 'Q V `� SANITARY MANHOLE IDENTIFIER and and soft, yielding, or otherwise unsuitable foundation is the foundation design for foundation ,J \ Maximum 1, Exterior lighting will be provided by wall -pack STORM DRAIN STRUCTURE IDENTIFIER 2. The requirements in BOLA mandate either a fire wall (Section 707) or a fire suppression system if height and area limitations are exceeded for the type of construction under Table 507 of BOCA. encountered, and/or need stabilization shall be determined by the engineer and approved by VDOT, �., Q ...� 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for V22. Approval of this plan shall expire three (3) years from the date of the approval letter. Environmental Existing Disturbance Proposed Features Acreage Allowed Disturbance lights attached to the building & l/ghtpoles, 2. All lights will be shielded or directed to prevent I� ul Q) LIGHT POLES 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. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. Floodplain 0 acres 0% 0% glare oneighboring properties. �C J LOCATION OF TEST PITS @ 4. Maximum slope across handicap parking stalls shall not exceed 2% and a van accessible area 8' wide delineated. 5. All required man egress doors shall comply with accessibility under Chapter 11 of the IBC and CABO A117.1-98. V24, VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with Lakes & Ponds 0 acres 0% 0% 3, Outdoorr trash receptacles will be in an enclosed six (6) foot fence. 6. The 2000 International BuildingCode can be utilized for building design. g g VDOT s installation criteria, Final a approval of guardrail layout to be given by VDOT after grading is mostly complete. o o Wetlands >IAC 0 acres 0 /0 0 /0 4, This project will not disturb environmental P j Y Sinkholes 0 acres 0% 0% re features as defined by the Frederick County FIRE MA RSHA L L GENERAL NOTES TRIP GENERATION DATA Natural S. W. 0 acres 1 Qa/o Q% Retention Areas Zoning Ordinance. 5. The owner will be responsible far obtaining or g EROSION &SEDIMENT CONTROL FEATURES Steep p o 0 o p Slopes >50 /0 0 acres 25 /0 0 /o o Woodlands 0 acres 25 /0 0% granting easements shown on this plan. 6, Easements will be recorded and copies sent to the c LU 1, An inspection b the Fire Marshall's office will determine where curbing must be painted ellow, P y 9 P Y INLET PROTECTION lP 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction, 7, parties Involved. All electric, telephone, etc, that will service this O OUTLET PROTECTION 3. The contractor must align the fire hydrants to the direction as determined b the Fire Marshall. 9 Y Y 4. Burning brush of natural vegetation requires a Burning construction debris is DATA TAKEN FROM THE L T. E. MANUAL 7th EDITION site must be laced underground. P 9 o ®Op piles permit. prohibited. 5, Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. BUSINESS PARK (CLASS 770) 12.76 PER 1000 Sf X 8, 000 = 102 VPD'S .,rc L APPROVALS SP �J` V2-04 CHECKDAM RESPONSIBLE LAND DISTURBER W DIVERSION DIKE DD cy W a SILT FENCE W/ WIRE SUPPORT O NAME: LANDSCAPING NOTES Frederick County Zoning Administrator " `� �', �' Date SILT FENCE W/0 WIRE SUPPORT SF CERTIFICATION #: APPR 2VF- ; N 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations 1, Site Plan approval from VDOT will expire three (3) years from the date of the approval letter, SEDIMENT TRAP ST EXP. DATE and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Frederick County Zoning Administrator approval expires at flue (5) years from the date of site plan approval. 2. Trees and shrubs shall be healthy and f ree of Insect eggs, larvae, and disease. The plants shall have ample roots 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is DATE: OCT. 8, 2004 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, not in progress at the end of this period, Authority approval shall be void. the plans. 4, The Frederick County Department of Public Works approval is not enough to begin site development. The SCALE: N/A CONSTRUCTION ENTRANCE CE 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 to the owner. owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. shall be void, 5. The Frederick County Department Inspections does building FILE NO. 0141 prior to commencing any site work, of approval not constitute a permit. Building plans 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 4 (for valves 12" and larger) GATE VALVE Figure 7 general back (see note) ;elect backiil note) STANDARD general bacidill Note: this detail Is also used for butterfly valves CONCRETE ARCH :elect bacidlll note) 101 as required It. d/fiA�11\pipe 6"dia. schedule 40 sled filled with concrete 3' rid painted yellow i� ,xdd concrete encasement concr FIRE HYDRANT ASSEMBLY Figure 8 form be x 6" deep ocator marker chanicai joint vel tee with xanch minimum -machine excavation limit �''' trench bottom) - '�' gate valve gate valve & boxes .. 1 & box undisturbed earth stone bedding TEE, WYE, OR PLUG TYPICAL SECTION In lieu of vrood forming the I,11m may be wrapped with 'denotes hand excavation polyethylene, end the concrete poured to completely surround 'Y)" = 12' ram. for 10"and smaller pipe the faring and against undisturbed soil. The b°anng dimensions "D" = 18" mm. for 12'thru 20' plpe against undisturbed soil shall remain as shoves see chart below for A, 8, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe Do. Plugs, Wyes& Tees 111/4°and 221/2° Bends 45°and 90° Bends _ A B 1 C A B C A B C 6" 1'-9' 0'-g" V-0" Y-9" 0'-9" 0'-9" V-3" 0'-9" 1'-9" 8" 1'-3" 0'-9" V-3" 0'-9' U-9' 0'-9" V-6" 0'-9" Z-3" to,- 1'-6- 0'-9" V-6' l'-U' 0'-9" V-3' V-9" 0'-9" 2'-6- 12" V-9" 1' O" 2'-6" 1'-3" 1'-0" 1' 6" 2-0' 1' U' 3'-0" 14" 2'0" V-0" T-0" 1'-3" V-0" 1' 6' 2-6" V-0" 4'-0- 16" Z-3" 1'-0" 3'-6' V-6" V-9' 2'-0" 2'-9" 1'-0" 4'-6' 3'-g" i'-6' i'-3" 3'-0' 1'-3" 4'-9" 4'-0" 1'-9' 1'-6' 2-0" 3' 2r' 1 1'-6' 1 5'-a. - - o 111/4°THRUgO°BENDS 24'.select backfill 24" select backfill I (see note) (see note) rods over fittings and -: t I' embed embedded in concrete thrust blocks. stone FITTING SI7I SIZ; E ROD SIZE H S�1 2H , RODS EUY.W hjT ^+ 1/2 O.D. t • 'r';; 111 12" & LESS 6 2 30" t ....� • ( :.)'.::�i✓�` , 14" - 20" 8 2 36„ 6,. Concrete :"� 6„ concrete concrete VERTICAL BENDS size tt-t a° 22-1 45° 90 stone bedding 6" - - - 1.3 CONCRETE CRADLE CONCRETE ENCASEMENT 8" _ - t1 2.3 10" 1.8 3.7 THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 ? UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 NOTE: To be compacted to 95 % of ASTM D698 maximum density. AS FOR HORIZONTAL BENDS. 16 0.9 2.3 5.1 - • 18, 1.4 3.2 6.3 - 20" 2.2 4.5 7.8 - TRENCH & BEDDING j CONCRETE THRUST BLOCKING Figure t II Figure 2 SDR 35 spigot by gasketed bell 45° bend (see note) SDR 35 spigot by SDR 21 gaskeled bell adapter 2- 5 13' minimum 1 R plug iron must be 8' f cap he t brass plug must be 8' from the top of the SDR 2t gesketed screw type adjustable box SDR 35 8'k4" pipe and fittings I finished rade gasketed bell wye a 40 (see note) solvent weld cap I 8• square concrete skid pad + 2" 20"x 6' deep property cast iron cleanout cap with brass line ( ��a VALCO, Inc plug having a countersunk square Fig. No. 71BOB head Panella Model PA4SV-CSK (41 ig• ��v with lid marked SEWER' SDR 21 - cleanout pipe fbottom section I 5' of box location marker r 36" min. i bock base cover I ��;° .k��;=, SDR 35 spigot by f ,.: �,rtSDR 21 gesketed f SDR 35 r. s bell adapter stone eo °0°°8°°8°°%�0 0°°880°° w. oo°oo°o eo°oqo°o°oo°o°°o°o°°o°O000°°oo gesketed ballvrye ° aeN " sanitary (see no ;<:°':^�^ -.SDR 35 gesketed N ;,ram_•,: -r' . i1 bell 45°bend sewer mein SDR 21 �. treated 2'k 4"with top 6" painted green 4" pipe at 2.00 minimum grade Note: H top of main is greater than 15 tt deep use heavy wall SDR 35 concrete cradle a top of main Is greater than 15' deep GRAVITY SEWER SERVICE LATERAL Figure 14 \_ 6"sionebedding NOTE : If top of sewer main is greater than 16'deep, then wrye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 16 WA �BR � � 75- A -1 3 20 0 20 (( )) 2 o L, t .. ) rrg � r r � N CRIDER & SHOCKEY, INC of WV / i Ivy ) o co INSTR, 000001335 ? �; ? 0 4 •W GRAPHIC SCALE ZONED: B-3 r r I ( } /t - f W 00 CO USE: AUTO REPAIR -_ WV is L-• t' r _.__ . -_ .-_ X jji a �r. i _-_ _ •l fir..- •;:*•. - ..,s _ q 1. `i� _ _"'_ - - ~)a # < it ',v i:� aa -i ''++ : V ac 1 ?t f 7v.*1- A -L IVi .q..y,".(y��� �% .�,i» t �' y _ y- . .. yy y { y (( J ) f".�'w 7, .i` ca . ram, :a +-Y c--S� >r- �,e J "� Y+ •:q- k } , 3G}• j f( ., l l /) Qi i C ,�',�. ':,r w-,�" s?,Y^w "'�ry -"9�Y�.w -"'? '4 .. r-ar -' '`,.<c ._'•'cn.,r S-.,.« wso- i f i fj ,7 T.�" e z. v' 14 v Y ran 4 ys i i < a,§ _ bk S� ?' 1r r x° jc J.�r �`r Yw as\ %�a tr' i j PROSPERITY �il O �G 11 ' vk ." t" _�+ y_ 'Y 7� �S �` ^� ' v� , . r + i a1 -fa, Y .y,,,,. ;.^+,,, aor -• '$>` ..i�r'-s. ytv. -s- �y. ay 1 '` -ra- Y 's!-•Y.<..yJy ,. `..\ u) E 'S�'.'?.- ": _-i .-'.`i' "`-r "t;. '"�"`' ',A �-.. \_ -•- t` ,�.'" ,...c,... ;".„-_. ,,_.s. 'Tf r,.,. "'r'"c't;rt' S; Y"a'""w y,,,,`"+,, •••5,,___'°`".,.: -,-",rw a ,^4,ao- C M'',`+^'.^,.�1 ''T'`�.w a. a I j ( �� y - r s - '�);• \ Y ; ; if ? I i PROPERTIES, 4 L O E ..,S 3901'05" W - 295.90' --- - 767 ' f f t ! ? (NS�R. 040014625 a v @J 1T 4jvo(�ME' ��i E a, f /'^,� + j BONED: B-� � CO � 0 c o i - ;7' i f (SSE. VACANT TECH F� ? 1 t 1 f + ! 767 766 iD .kb't, 75-((A))-2 ( 67 g 67 _ 671 i 1 } 1 ? HORTON �. - - a I �--� g 12 x45' a f ing' Space _ vR INVESTMENTS, LLC ! qv DB 954, PG 1069 �+ ? C l t ZONED: B-2 ' I v OUTDOOR STORAGE lS PROHIBITED ON SITE 67 ) i ' ? ? j 602 USE. RETAIL ( , 2'R 'n "' s 2 R +67 i) ( ? )� SE NUR R> ! 68 68 68 i r sr, .a 1 Q j i �/ j i ?/ 1 i ? I ? 673' MAN D09RS TO BE PLACED AT THE REAR OF EACH UNIT 200' 7 ? 16 TE r ' (i: _ a )1 I J ?,- . p «s- 1 j + (� , L EFON� PEDES'Tf�l 8, 000 ; Sf _ +� I ( ; _.. _- 24' ' i �'i j l +Ile ' o � r j f rry ; - , __.. t �"--_ r a���r CON U) 1 a 10 UAL/T.S - ( I ( .i ? a . DUIT r� , } - . j { } _ 1 6T ( I I i ( fi�L ,J' �.C. + C ? }) a _ _ RETAIL -, fit -GENERAL OFFICE USE ca / ( {' �a; ! ! R 1 '-----.._. G y Reloc to tl I i_ 768 j- FF-769.25' t i + 3 j A� SFQRMER f ^ d i�;u1 �(` 165 j I ! +I ?, 04 i �� CONDUir .§ 3 q j 6 / fi3 (j U d 1rhr WA kR 7 i r � ) 1 t r � '� �p � � : i j ( i 4 ._ 200 I I LINE I h 1 ? �� 'C 34.14 e` 49 n N C 1p U f=. : 67$+ 2X m x. +$7$ m Mv.fto ?N o > Q v t 6" WAT�UNE I + I � INsi FIRE f t + (n U +a E 67 sz 5'R 8• 6, 1 ,. 5G AND 45` 1 w M AP BY t , ? i _ 0 18'R 67 67 161 1CUR ARO[lOwp PR 20 ��!'A i + 75- �1 2D + -p ` (r )) r Fcsa i ... 1 COCK & B�IL\L, L L C _ 16' INSTR. 04001'9624 f J ZONED B-� 3 USE: V� CANT { ; 2' R i, e j t 764 -- ✓\ tr jj �_ 652 © Z 1 , 63 - I 62 +61 s a , ;Ex. t� rERA! f ` r S 390106 W - 273" 16 - TER. C0RIM, = 7593 \� i4' outlet DiG--ZEST PITS FOR GAS, WA i NNECT l r' i INV IN T 9. 5 ' , \' -` AND`OTHER UALITIES ARE TO D! 1 t I f ) IIuV OUT- ` 49.3 I REQUIRED PRIOR TO EX04VA7ING , L4 THE ENTRANCE AND -STORE! SEWER � / i' q � �� � � \ i 1 75-((A))-2K /aa 9 j / \ \ VALLEY FARM -CREDIT ACA - �x5q 1 NS'T�" 0 1 1 000 3 99 i - ZONED: B-2 I - 76 "w ` _.., USE: FUTURE PARKING LOT✓ ✓ ���� / ` F � SPJ 38-04 cos_ ap t I S7 20' 0' 20' GRAPHIC SCALE METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8'k3/4"or 3/4" 181n. 0ia. Non -Traffic M32C-PW Traffic A32HH 1" 241n. Dies, Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) Opposite Side meter box and cover 3" stoney. surrounding box I -ate top 6" r i.,a poiyerny,eneruung 1"coupling / (PET) 200 psi with SS Inserts (PJX FIP) C1444 at all connections with SS insert and Same Side MIP plastic plug COPPERSETTER meter slze Opposite Side Same Side 5/8N3/4" VBH072-18WD-44-44-B4 VBHC82-10WD44-44B4 314" VBHC72-18WD-44.44B4 VBHC82-18WD-44-44B4 1" VBHC74-15WD44-44B4 - N/A - INSTALLATION NOTES: 1. Exact location o1 meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in a'diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk across the street, to one foot beyond sidewalk b) Install 12 gauge insulated copper wire (for line tracing) from corp, stop to into the meter box )wrap wire around core. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve). 5/&(3/4°, 3/4° & I' METER INSTALLATION (4 FOOT COVER) Figure 5 ( 770 765 760 755 0+00 0+50 1+00 WATER LINE PROFILE TAPER PROFILE LU Z o 6 N W Q 770 aC) N� mR I enco- W v 765 l-(i =its it ?ramI! I1. L_ 11.9 12 " OF 21 B --� �--- �� 12.0 3.5 2'- 7 "(CG-6) 760 O cc z 755 W ( nL m N Ll (31 o 11.9 30.030.' 35.0' @ 2q ENTRANCE PROFILE O v W Seals and Signatures \ yQ S W HO p.ITHOF O BENJAMIN C. G RY R. ONES o MONTGOMERY ti M �o No.030342 �4 No, 51$ 59" TOSS ZONAL SURv� DATE: OCT. 8, 2004 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES, ANY DEVIATION FILE NO, 0141 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 OF 4 EROSION & SEDIMENT CONTROL STANDARDS 1, Permanent or temporary soilstabilizationi d to enuded areas within seven days after final grade is a po ary shall be apple d y 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 /s 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. r are made operations., ade uate outlet protection 11,Befare newly constructed stormwater conveyance channels o pipesq p 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. 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 storm water runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: 756 t 755, - 7541------ TQP= 75. ! C�EST SPILL 7' 100 I - 754.5' ? WAY=- 754.0' YR = 1753.66, 1 { i 10 ;YR = { 753.30 , 753 2 YR_= 753, 007 72" DIA HH I i E a i 52' OF I ' I INV. 751 2' 15 j ADS ®{ 11.570 751 POUR 18 CgNCRE7tE a PLACE #4^REB ! BAD TOANCHaR R THROUGH �0I1/CRETE I BOTTOM I t T 749.7' I I i j 749 , I I I I i I i E t f i --T 7 ' THE STRUCTUREI, IS A j48" Ci7NCRE�E RIS, R I f [ I Tl' -- I W A DI 1 TO R 748 i AND A PR C� T A iBASE. B SE. E S � 1 ; 2 I I = DIAMETER i INLET; ON Tl/E OPk�OS/TE S10E bF THE OPENING RIAT R4,CEIVES THE (12 ' RC, f ' i P. ({ I } 0 10 20 30 STORMWA TER POND STRUCTURE PROFILE t � E & S CONTROL NARRATIVE ___ - -__ __ ___ ._ __-..Y ___ ..__ ___ __ 4 M �_ _.,_ ___ �. __ - w __. _' Project Description This site is located in the Kernstown Business Park on the south Aislio Cry gin ` r;c Ferx- X.______.__ .___ h �____.._ ._______ Y _�__ X ..___._ __ Y ..__-.____ h ___-___ side of Prosperity Drive, The purpose of this development for the - _ -- _._ { construction of 8,000 s , ft, of buildings to be used for offices �. 4: x .>_ y;; 4 ' ,s V _ y -•� _ - 4 �- ; ,/ 'a, ti o-i 4 • r :. �'�k� h� ^, r y. 1, � � l.' ' .>• a .n< . 'iF• �r �,' .44 - -�•• . r�.=-•-Jt%.f 4 �C� : �-" � � x � �1,�� c- 'v .r.b- �• .1 an retail, Thi v I w, -, `�,_ . -,- .,, '�-�.,� .,..�` 4 k .� � � , . �_ '=� _�,.-,.,^.�"` �.,� •, _:�-.;- �_ ,y-.. � ->,. �,-� _ ds development o meat also has parking and drive aisles for r :.� .�� -� `�. >.,� ` � _ , -, � Y �.-},..t . -�- `�`�' • .;� ,. ` � -,-, • �-�, t P P g "�' _ r1 'ins y.�e ts- =rar"'°'^'�<s '� -co :.-: :'Tx• rn -do- ,w «e-- i""'T"��' 7�:.<, .-I. ,a�.�.x. :'�-s. �+. ���e. '7 s ,^•[,-s r ,-.s "`'7-. .s-x' �w ( �� i •' � t} access -- _ ? „ _ 'S SILT FENCE WITH WIRE SUPROfft ~ /p Existing Site Conditions ; -" - - - , SF y, t i 'tii T + 6 The lot is a vacant field. The ground cover is grass with some ' " i \` -� ' D, ` °i'' t _ } brush along the perimeter, t.� k , Adfacent Parcels 15 12 x45'-L- a ing Space 7 } i The areas to the south is a vacant lot like this one. The northern E ! parcel is a an automotive repair shop. The site to west is a commercial nursery. \ _ 1 ! 1 7 ,� y1i0Soils 3 MAN D09RS TO BE PLA�sED AT THE REAP? OF EACH UNI� f J Jx ° 1 The soils types determined from the USDA's "Soils Survey of 8,000!sf =" I i - + i ! j {,L Frederick County, VA shows Carbo-Oaklet rocky silt loams I I _ _ _ - f t ? 10 UNITS 1 � � classified as #6C. This soil is predominately I l ew �' r P Y yellowish brown silt j + „�, `, I I I _ _ � - � ( I , � (� � ^, _•, + I € ~--Rc�'-TAdr_ ,& .�EIvERAL OFFICE USE 1 � , 1 I + � loams over bedrock and offers 'severe' erosion hazards, Topsoil ; , I UY Reloccte I ( T6 - _I•_- w FF=76825° on this site appears to be 9" thick with several rock outcroppings, } ' 71 Erosion Control Program i i i f i� • Install construction entrance with wash rack�, # ` �� FTc. • Install wire supported silt fence J_ _ I =r &' ++ • Install culverts outlet protection E • Grade site and seed all exposed surfaces immediately upon reaching final grade } ; } i i a f General Erosion and Sediment Control Notes (VESH Table 6-1) � ES-1, Unless otherwise indicated, all vegetative and structural , � w erosion and sediment control practices will be constructed and R } �'"' \ f 7 w, i w raP er ' maintained accordingto minimum standards and specifications of > F� the Virginia Erosion and Sediment Control Handbook and Virginia i Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES-2. The plan approving authority must be notified one week Ir . • �. .� - j` � I Ea prior to the re -construction conference one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. { } } k �Pk I o .µ _ ES-3. All erosion and sediment control measures are to be placed } SWM AREA © ? 1 r , S �' EX. LATERAL prior to or as the first step in clearing, SS ES-4. A co t IA copy of the approved erosion and sediment control plan -� R shall be maintained on the site at all times, / . �j �t _. �P ? ,, _._--s�CrSF�R'�°�ii�-W11�'guPPORr _ ivy 764 ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, I .__ . - / j off -site borrow or waste areas), the contractor shall submit a II } 200' 20' supplementary erosion control plan to the owner for review and approval b the plan approving authority. �r1Y� P PP Y P PP 9 Y• �� GRAPHIC SCALE ES-6. The contractor is responsible for installation of any `" _ - _ / ' } ' ' ' i `�9, �r � additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority y, r , 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. 770 j - - 766.5'� , 100 yr storm j 765 }- �- i -•-----�- .-.____.___ _l._______.�_ _._____..__ ______._ I { � i �tv t 760 - 15 RCP @ 1. i.-_-_ 755 I I 15 _R _P ---; p ROf?--�CULVERX _ __ _._ __. _ : _ T _ + - __ - _ _ ' _ _ i AS SHOWN ON PLAN � ! '' o j ,\ R j ! ' I 1 i Ap PROVED � � i .Q � , aCc,u h � , �, � I ? i ? I `� i� f Q) t i 1 1 1 ? ? I ;cl) z Lr) 0 0� 0+00 0+50 1+00 1+50 2+00 2+50 STORM SEWER PROFILE H: 1 "=501 V: 1 "-5' Volvo] 755 770 0+00 STORM SEWER PROFILE H 1 "=50', V.• 1 H=5' 765 ; } `,ti- - v r-- 760 i S N, 755 CC-11 765 - Sr RF-E7 A,PPRoAr" SANE CS.AVIVS 10 RE AS t4rr i HOPDRAT SHOWN GY I>I A I i GRAUfJS 10 � AS „ --- -� I SHCWH Oil MANS) 4'SLEWDJ.N I t6;) t ,r (.i,E.S.) ,�'4 ., p,.• /. •>'.,,.__. ` 760 Lz _z_b. I % - FLOW LY �! � cola RLTL - ` mi FLOW Lfle EXPANSION JOINT � '-- i a; ��..� {',q-EHPA1EXU JOIN ao;e:YnD a a" CR AS c�' xuraufJE RGAD901 SECTION C-C ShOVP,! OX TrP'CAJ. SFCTOL PLAN VIEW .CNS.'F UCI 0-RAUt Ct%1615 Wi Th A i:,"4vWaiC *,:wit, WFEN TFE Et:iANCE RADICAFNCT ACCaNNIYJATE 5 IH= TUPU REQiIIERE\ S pp : II NYtP0.1 D FEAYY !U'PN'.tJfO_I(; CLIPi'E rF'da, 'RA'F.C, ik. %, rCC? IY_1:A'.K 6 .NI?LT j aANIn WITHIN THE LIVITS OF HE,RADI;SHOULD BE rOGr DF sfio.prR CP ! 9 h14X. f1 MIIASEU 'i0 )". E H IJ E^ C-s. CPT1011_ G LI NE-.;. I AL FL .. 1 �S D _ IN C J'A S ISF tY� C. I t FP;TRA\C.-S EYL'l.T MAIMLINE ---_ L HLA�WA I. v IN JAI iWil 11T1H ',OUT FROC"tS. PLEASE NOTE 1N° FOL I O'h1RG� fcP a A c a'MIM• +.1'VI� Mr ST4E r'T i] ;K;ft MM.IIL )A\CK T "'.HILL BE CQVST;tr_7E0 bIrn TIO. TC THE P✓W i ri 'FY.^-.EPT ANY SUFtORAJE 0 OES'P,A,BE FOR CONtiEP.CIA STA51L1'ATq'( PE.rUI&fF t-CR MNNL'rE V - A Pn EVFMi WIr CIi C" pr.0UI-TILL it ELT^pNCC THE EN;RNKCE.7 SECTION A A R7DLAL CURB OR COtrB'N010N CURS AJU CUTTEn S�L ND'i DE COMIRCCIEU GLI:DEL'h1F_S FOR CP.ADE CHANGE D SFY0 AID _-E P!W I.tf- F,,CFPT rCP PL: LACE VE\f PURPOSES. wH'I U 'I A.IUPTI WI T Ir USED f..D J TN S At .A9D FNTR <tJGr Va IJ,IL Do- SPAS-17 V?YJW4 iC-3 CH CC ,hE CURB FACE ON THIS _.. _.. STANONBD S YO BE AD U^TCC TO HATCH -NE f'.{ H IVD�F TIIErI SOD VPD: 0 VOUNTABLE CUB CONF'GU 1MIJ. VIE00A (,:00-1500 VD) S.T : B X _,EFL STA04P.O .!C-11 F,P -PS PAMP CE:AGw IC K USED ;VIIH 71.415 S7 IDA-;;0 LOW ('LESS MAJI /i00 VW: Y Is X y X PI-ArA ARE TD IAD.CAT' WHFN COSMRUCTOI 0= A. ^LLYA IJIJ_ iS d£PUR.EC fC PROVIOL WUS111VE DRNTIP.CL ACAOSs I D NA\CL. OGT,ONAL FLO"WUNE If REOJRE WAZP:(IC OF A PDRTDV Or CUTTER TO rRrCI.UDE PmRT)!NC Cr WATER. S'LCFI;:R`:D`i >•:�� rHOD t '[PEATtvii-N-r- RFFFP-1'NCF 1 CONNECTION a FOR STREET IIJTEQSECTiOIdS rt. �'1f1Nc to>A,_. t�NTF,fd'dC,E.:: \•RGrIIA CePARTtArV 1 TRANSPCRTATIDW 20 oa f� I I I �.. Y Jf 1 r fjt i f PROPOSED ENTRANCE TO FUTURE PARKING AREA PER SP-38-04, "VALLEY r FARM CREDIT PARKING - LOT EXPANSION" r 1 50' 0' 50' r 1� GRAPHIC SCALE r i 4' ARM 400 WATT LIGHT 20' POLE J"1, 1 ( ! MINIMUM SPACING 3'-011 ' ! I r PA VEMENT (STD. CG-2) CURBING If TYPICAL INSTALLATION OFLIGHTPOLES BEHIND CURB & GUTTER i Seeding Schedule (per section 3.32 of VESH) t 1, J - ) Topsoil will be spread at a minimum depth of 4 ". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 Ibs per 1000 square feet (2 tons per i acre), 3.) Fertilize with 10-10-10 at a rate of 23 ibs per 1000 r square feet (1000 Ibs per acre). it f 4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue, 10a/o Annual Rye, 10016 Foxtail Millet, and 5% Red Clover at 200 Ibs per acre. 5. Straw mulch will be applied to all seeded area t the I I ) pp s a h r •r1 rate of 3500 dbs per acre and anchored with cutback, or •W emulsified asphalt applied at a rate of 200 gallons per acre. ll ; s and Signatures ,t Gp r BENJAMIN C.QATES MONTGOMERY N 030342 `Y No° 51 -B 7 r ggn S STt V 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. rL J �. ZZ 4-1ti �� m w L: u, v �o W W 0 LLJ Q Q � W ~ � d DATE: OCT. 8' 2004 SCALE. 1 = 20 FILE NO. 0141 SHEET 3 OF 4 Prune out any dead or broken branches, remove all tags, labels, strings, wires, etc. from plan. .... All plantings will conform with Section 165-36B of the Frederick County Zoning Ordinance, Planting Selection, Planting Procedure, and Maintenance. 20 ` 0' f �1j i , STUQ �� :, I r ,, r , I s� c o U_ 2-3" mulch \ Set top of root ball 2-3" saucer 20' r � 1 ��' GRAPHIC SCALE f F , ; I , , E / a ' :' % b`- ' > i i ' CO N co o O '` o) °' Parking Lot Landscaping Data ,y e uoJ to or r-2" above grade. .:-'; � � - . • Per Code Proposed 1 Tree per 10 spaces 3.9 4�_-----`� # j `r00 � UA o o .'`• % �i•• container; use d. Remove cantor 3 spaces) .._.- .-- - ..- � -�---� "�"�'-� " , � {Lo � � / r���_ .__' - - ._ , ..,�. _.._ . � 1'J ! :4 N� � � \'` It ..'r+;' sharp blade to make four r/a"-r- cuts the ' + len th of ball and cut a ' Total Impervious Area 1 per 2000 sf 16 p _ �..__ _ _ _ _ _ __. -= _� _.. _._ __ .__..._. _... -..._ _._ . . _....._., .._.__ _._ ._.._ ..__ ..._..,_...__. _._ _ ._ --_ _.._ __. _'_ __. -.. _ _ _ � , ! _ \ -•,` `� " k 1 ? 1 { f E �O 1.'?' ..•.:;;::. '?' I''lr 1�" X on bottom of loosen 3 79 f 15 8 $ •- _.... ... __ � --- ..._ � �: � r �."° �:,,:,>.�,'`:• .<,':.•' compacted :i' roots. Percentage of Green 5°/v 9.3% . ...__. _.._ _.... _-.. .._-. _.._ ...._ y _.^... -._. ._ ..-.. __.. ___ .__ ___ _...._ __ ._.. -- __ ._.... ___ _.._ _. \\ `f — CONTAINER GROWN SHRUB Area in Parking Lot 1,179 sf 2,183 sf r 23,579 -•."' „-.,»' "'.`"^^• ..,.,.,. y "''^'_«•.,. " .`^"a -.--.,, ..-...-.,,. ,.,..,.."..-,.°.d... "•.,..,,» °.,.,.,...«,. '.,"""",,.. ,,,,., ,..,..5.., -.N,... ..,..°...• ,....•. b,,,,,„-." .•.,..-.... ...,,,.... .,.•'`'.. """°'"... .,,-",.. •...` � } \ � 1 � $ � �+p J' ! ) 7 4 � r fir^' I `�'`� N ,� Prune out any dead or broken branches. _- - _ ._ _. -✓_. "� - __ _ _ _ �__ ,�' _ h _ y ..,.,«....» f.:YiStir (l)G1 7?If f orlre _ _ __.__ __ ,Y' ._ _. __ w__ _ _ _._ ...__ _ - ___ _..., __ _ _ __ ___ __... _... tSi.7' 1 ai PROPOSED PLANTINGS Remove all tags, labels, strings, wires, etc. from p Jant.- __ _ y.% (` -ems-.: a }�+_�-i v Y� XTk, ,Y - -r>y. •'L•r x �� x 's'i'2'_ i' d-. M.^,ys' - _ _ - - _ �.v s ..�. _ r _ . ; �}, ;_ - a y. [•< V ti.... _^ `•,__.... "N- `94 } '#,- L .- - r'"'-'*a�-aza cl. -gym -n^,� �-: �,^a.fir,,,,,. .+, t � 1 , a F T'Y . g'y � _(j +. 4' '� '.+ "` Lv.._- -• wr3 i i N - n l' -e_ k✓i K. VY %j_ t' y.. %,` yt ; ^., I k ti T,my en y , j 1,�. f CL CO HEDGE -BOXWOOD 43 PROPOSED FOR ..i.�,` ;`M 9,y,4'� .:"Y ^}'n ^Ni_.. V _ y . V . _._ Y � T 4 r � � fi A �y a � '2T! t R .Ij .A.� 3• it I'z y1•< 2 ;`.�-• "R}�'____"_.. ^i4. J.. �� � Y =a� y � `7 i , -'z ,'':,Y.k .!•y.i C 7 ( (jl G (n G 2-3" mulch Set top of root ball 2-3" Saucer HEADLIGHT SCREENING TREE -PIN OAK &/OR RED MAPLE - 20 PROPOSED — ..,_.___-- -- -- I - .. , _, S _ 39 0105" W - 295.90' -- -' I I 1 �. f RfE j { 1 { a a) o 0) o GO p equal to or 1-2" �above grade. OTHER DECIDUOUS SPECIES MAYBE SUBSTITI/TED j t ' .. \ �r f�8 1, �T�'[�- � I *- < F=; Remove rope &burlap from root boll. WITH APPROVAL OF FRED. CO, DEPT. OF PLANNING TREE - LEYLAND CYPRESS - EXISTING BUFFER ALONG B-3 TO THE NORTH HAS BEEN INSTALLED s I ) '' 12 X45 •-L a in�l Space 1 ' "•`'r•�. aid:. ` LANDSCAPING IN FRONT OF BUILDINGS 1 t . Dig hole 2-3 times width of root ball. �. W } ( t JitBALL & BURL.AP SHRUB ' t1' l e ' 2» OF SM-2A -' i I 3' MAN DOORS TO BE PLACED AT THE REAR OF EACH UNIT ■ V LC 01 O o SHRUB PLATING DETAIL (NOT TO SCALE) 6" OF 21-3 COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS I { ;� 1 to EL EF��O�� f'E � l ; I 1 I j I I 80 UIV/1�� - __ -- i «. ___. - tl 1 1 # J _ cis - " t rj. _ ' 1- t CON 61 1 0' ! - -R AIL -�i GEfi�ERAk OFFICE USE j ! r t <' � 1 ( `�,' GUY, _,_ReloMIL { w 7 9 FF=76 25' { 1 { I r 1 f 7 �RINSF f '�i \ & COMPACTED TO 95q DENSITY I � � 1 � �� ' _ +-� � J I _k I ? r,v� C0� + + � � � � 1 I i� 1 t ,J j � , � h V) a �t Prune codominant leads-.- '`'� DO NOT rune terminal � ? ; ~ ! I I { { I { � 1 � leader or branch tips" TYPICAL PAVEMENT SECTION a I I I , r J f :•� I ? ! { a U L Prune rubbing or branches DIRECTLY UNDER THE I , H: ` cross PARKING SPACES t 1 1 '{ s�_ :° 1 .`� `3 � Prune no crotch & »It 1.5 OF SM-2A 2� t l q? A� �' Q �n �, c .1 Ij i , 1 J = "CS. O M Ei p angles water spouts » 3 OF BM-2 l G / _.. s f t it —Prune broken branches Remove tags and labels S I 1 I � t}{ _ .... ..... ... ...-- _._. ._._ ___. _ _ ._. .__. ._ . __....__ .__ _ _ ._ ...- i' 1. T ! i !Jj t f , r l \ � � Prune suckers 8" OF 21-B COMPACTED a i w. ._.. I t 1r -- ,sx _. w „"� w— J .w s� Cut awayall bollin ropes 9 P 2"-3` mulch kept Remove top of wire basket away from trunk TO 95% DENSITY j , N I - t 1 . 1 ` t 1 ,. _ "i Iw o BY r t ! p I S i �/� % ( FCSA : ' f�0, 111' �` i , \ '� 1 J ! \ o V o Soil wen to �./ SUBGRADE FREE OF ORGANICS / Q �' '" s l` 1 ! j!� t `S\ g � � O contain water 1. '. ;.,•N. �s '�.;•• ) ✓: \ &COMPACTED TO 95q DENSITY § � t r } �` y -_ ...._., .__ _...... _-,. ;� � ".s.'..'.K„ .°`Y,_ ...,""' 1 d' j r ( 1 i � ! ^• A `� t ' �' r "°c. sr � j ;;•- ..:..,..:. ..' L Sackfill soil 4 ' TYPICAL PAVEMENT SECTIONI:s.f UNDER ENTRANCE, DRIVE ; ! � � w++...•+•• )� j ".e.... .r. ""�""" i- ? �` j i �, q a; 1 t - (� � 1 11 I .. ,.....•. Partially bockfi/l, water to settle Widen AISLES, AND LOADING AREAS t� ;, { ! 1 + I j i "� -w uN.,.. ° _, - s - ; i r' / I ` $ \ 1 \ I t fl, j $ r S, r 1 3 and score —�_ soil, finish holes in wall bockfilJing : , . , ....�.. •. 4 » OF 3000 PSI .. •. . o r ., + g 1 ', r © 1 Area for water Remove container and � drainage (Pipe CONCRETE / FIBER 1 i `, �,,. - ,, 'Ex. cArEI1AI C/0 r, cut circling roofs if or the could g container- Town, or be installed os much 6urlop as ) „ 4 OF 21-B COMPACTED 0 0 TO 95% DENSITY ; { 1, 1 f+ ,, i _ -_ f SSMH� ! j' j 3 € /M- 5 ! �• A7 \\ti Leave sold soil pedestal - do not possible if field -grown dig deeper tan boll depth SUBGRADE FREE OF ORGANICS 4 { __ - S 39'0106 W - 273.16 -' _._ i lh,V IN /�'9.� CONNECT ' rr $ € IN a Ex / I �} J /IVy OUTr19.3' }II I Dig hole 2-3 times root ball width / \ & COMPACTED TO 95% DENSITY I; , , INLET PROTECTION NOTE; t ` TREE PLANTING DETAIL TYPICAL SIDEWALK SECTION 4 ii I - SILT FENCE USED AS INLET PR0TECTIONT-- ' I% (NOT TO SCALE) V; _ __ ..___ .�...._..... _... 765 ._._ _IS NOT -ALLOWED IN FREDERICK-'-COUNTY. CONTRACTOR MUST IN5TA�LL�� THE OPTIONAL STONE.ARC' AS SHOWN" -- r f . I `'`. � w - �~ ' I �,x ; � � 't � � J P r v ` _ { �' pI, M f t + i� ' ` r , ...` \ ' 1 '� a V� L .. ... 8" OF 3000 PSI CONCRETE W / 1 3' MIN. 3' MIN. 12.1 r- N 12: . • . ,."` WOVEN WIRE REINFORCEMENT _- .. jJ hW _- I CL CONSTRUCTION OF A SIL T FENCE (WITH WIRE SUPPORT ) 1• SET POSTS AND EXCAVATE SILT FENCE CULVERT INLET �- TREAT WOODEN PANEL GATES WITH WATER SEr4LANT. TREAT WOODEN PANELS WITH WATER SEALANT CG-6 CG-6 8» OF 21-8 COMPACTED 0 0 TO 95� DENSITY \ / SUBGRADE FREE OF ORGANICS / ~ z ;� �- �t U '�+� O Z) &COMPACTED TO 95q DENSITY A 4'X4" TRENCH ALONG THE LINE 2. STAPLE WIRE FENCING TO THE POSTS. /� / PROTECTION TEI.i TION '2' Z V) O 50 TYPICAL DUMPSTER POSTS. l 1� C/ :5 LLJ ¢ � � O U� �.. SECTION ENDWALL V W W Q Q Lighting General Notes: 1, Proposed Lights for this project are Hubbell RCSA-400ST / 4 y �/'� TOE OF FILL C4 m (400 Watt) Lights or equivalent. 2. Lighting must be installed so as not to produce glare onto J ( I ( / CULVERT -- - �\ -- - neighbors and roadway. '� ��I( ��'�' 1 �iII UJ } o NOTES. 1. H/C SPACES MAY NOT EXCEED A 2Z SLOPE. 2. RAMP BUILT TO VDOT CC-12 STANDARDS. i'' _ /' — G� I_ r'` INSTALL GATES ONTO 6"X6" POSTS O STONE CONSTRUCTION ENTRANCE TYPICAL 6' TALL BY 8' WIDE DOG-EARED "X4 "X8' OW INSTALL OPAQUE FENCE AROUND THE REST OF THE FENCE PANEL. INSTALL ON 4 3. WHITE STRIPING SHOULD BE 3" WIDE. 70' „IN. ExISTING 3' _1%NT I .. M FLOW — �II I DUMPSTER TO PROVIDE SCREENING TREATED POSTS SET 3' DEEP. rn •`, 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. ! 1% 5:1 \ _ 4" o 0 FILTER CLOTH 6" MAIN. A MOUNTABLE BERM (Mrnaw+u SIDE ELEVATION 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. AND COMPACT THE o Q TOE OF FILL DUMPSTER GATE DETAIL DUMPSTER FENCE DETAIL W R7-8 HANDICAP EXISTING GROUND FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. EXCAVATED o 0 SILT FENCE o o N. T S. N. T S. 1.4 o PARKING SIGN,-70' (12" X 18') MIN. B VASMRACK III, MIN DISTANCE IS 6• MINIMUM IF FLOW IS TOWARD EMBANKMENT (� V RESERVED PARKING (OPTIONAL) _ i _L FLOW w PIPE OUTLET CONDITIONS tal5 and Slgnature5 MAY BE PLACEDINT OFERNATIONAL ACCESSIBILITYMBOL �DJUSTINGN ONE ITHE REQUIRED HEIGHT l2' MIN EXISTING '{ 0—M'N EXISTING PAVEMENT / ` ' ''' -�/ ...r- /�,. ''�5=;". ;•� „/ ' `"' * OPTIONAL STONE COMBINATION IF REQUIRED TO ACCOMMODATE / i "`� — ...,:... "!' : j \ THE ADDITIONAL LINES VDQT p1 � POSITIVE DRAINAGE 10' MIN. / �� / �/' ,y , A —�- OF H OF W� � VAN COURSE AGGREGATE B .0 SEDIMENT TRAPPING DEVICE FULL WIDTH • MUST INGRESS OF INGRESS AND EGRESS �'� f _ �/ � r •':::�•; ^' C� I= —ir"- I A sda (MIN.) (l V �p,1-T ^r^^^ V' V" C} ACCESSIBLE -- REQUIRED ^ OPERATION PLAN VIEW 12' MN. ,.- / FLOW .T'�• `Z �- PIPE OUTLET TO WELL B E N J A M I N C. P U D W EFFECTIVE PENALTY $100-500 g JULY 1, 1998 J TOW -AWAY ZONE a" wN. 3" uIN• ({I � "� I J III � 111' I FLOW 2.5' DEFINED CHANNEL PLAN VIEW 1 L a MONTGOMERY R.'OATES Q' No. 518-B pOT NO. 030342 ��� �1�� 1- Q , EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. ---� �w4/ �SS. �' `q� FILTER CLOTH SECTION A -A FILTER FABRIC o x —. y0� ZONAL o 6-7• d 'SUPRN DATE: OCT. 8, 2004 PARKING SURFACE CONCRETE WHEEL STOP (!F REQUIRED) t '' I' '` =•' ; .. ' `' '" ''' ' _ " ' • `` ` "''T ' " '` ' ' III 't I I I WIRE ( j� e vVDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SECTION a -A I— T rrLTSR CLOTR AaY IN r-9': RECDA(YENDED r0R ENTIRE PERIMETER NOTES. i. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION RAS"T. OR CONCRETE. THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF SCALE: 1"=20` ..4'• •r W ti':�;; I 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED HANDICAP PARKING SIGN DETAIL —I ' _ USING PLATES s.,s-s "D 3.1e-4. 3 dL= 1.5 TIMES TRAM 6T HE MAXIMUM STONE DIAMETER, BUT NOT FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE FILE NO. 0141 (NOT TO SCALE) REINFORCED CONCRETE SECTION B-B DRAIN SPACE SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3,05-1 Source: Vac. DSWC Plate 3.18-1 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 4 OF 5 AWED from ON! V0 DSO Sherwood & Wyant SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1