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HomeMy WebLinkAbout75-05 Parke Center - Office-Retail - Back Creek - BackfileM LEGEND EXISTING FEATURES EXISTING EDGE OF PAVEMENT EX EP EXISTING EDGE OF GRAVEL EX EG EXISTING CURB AND GUTTER EX. INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR EXISTING SPOT ELEVATION EXISTING TELEPHONE LINE EXISTING SANITARY SEWER EXISTING ELECTRIC SERVICE EXISTING GAS LINE EXISTING STORM SEWER EXISTING FENCE LINE EXISTING DITCH LINE EXISTING WATERLINE W/ TEE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING REDUCER EXISTING TREE DRIP LINE PROPOSED FEATURES EX CG-6 48 50 X 50.00 1_X. iV" RCP PROPOSED EDGE OF PAVEMENT PROP EP PROPOSED EDGE OF GRAVEL PROP EG PROP. CURB & GUTTER PROP CG-6 PROP. REVERSE CURB & GUTTER V ZZ,al PRO G- R PROPOSED CONTOUR 50 PROPOSED SPOT ELEVATIO/W + 2221 PROPOSED STORM SEWER PROP. 24" ADS my PROPOSED SANITARY SEWER PROPOSED TELEPHONE PROPOSED ELECTRIC PROPOSED GAS LINE PROPOSED WATER LINE PROPOSED WATER METER ®l vm PROPOSED FIRE HYDRANT oZ4 PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES EASEMENT LINE PROPERTY CORNER FOUND PARKING SPACE TOTALS ADA HANDICAP PARKING STALL SIGNS SANITARY MANHOLE IDENTIIFIER STORM DRAIN STRUCTURE I(DENTIFIER LIGHT POLES LOCATION OF TEST PITS EROSION & SEDIMENT CONTROL FEATURES INLET PROTECTION ® /P OUTLET PROTECTION ®OP CHECKDAM ® @ DIVERSION DIKE SILT FENCE W/ WIRE SUPPORT SILT FENCE W/O WIRE SUPPORT SEDIMENT TRAP CONSTRUCTION ENTRANCE FCSA CONSTRUCTION TES I. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 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. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) the developer/contractor must: 1. make application and pay deposit. 2. mark the tap location. 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector, 8. The Authority's maintenance department shall furnish and Install all water meter through 2" In size, It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 d) All components of the meter box assembly shall be In proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install Sig ", 314 and 1 " water services. d) For all 1 112 " and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backf/ow 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 fire 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. 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and backfiow prevention devices, and approve the designs and materials. GENERAL NOTES 1. Permits must be issued from VDOT prior to any construction in a public right-of-way. 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working /n a public right of way. 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site. 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the responsibility of the developer. All damage must be repaired to original conditions. 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3.02. The contractor must maintain this access for the duration of the project. 6. The contractor will be responsible for adequate and positive drainage of this site. 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions. 10. The developer Is responsible for the relocation of any utilities required by this site plan. 11. All Erosion and Sediment Control devices shown on this site plan shall be Installed prior to construction. 12. All controlled fill must be compacted to a minimum of 95 % density following Method 'A' of the Standard ProctorASTM-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. 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 (Storage) and the International Building Code/2003. Other codes that apply are ICC/Ans/ All 7.1-03 Accessibility and the Usable Building & Facilities. 2. The requirements in IBC 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 IBC. 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 ICC/Ansl 117.1-03 and meet requirements of Chapter 17 of IBC. 4. Maximum slope across handicap parking stalls shall not exceed 2 %. 5. A greas%il seperator shall be installed if a floor drainage system is installed within the repair area. 6. The 2003 International Building Code can be utilized for building design. FIRE MARSHALL GENERAL NOTES 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction, 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. NAME: CERTIFICATION #: EXP. DATE 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. VICINITY MAP V1, Ali work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, 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 Vlrglnla Occupational Safety & Health (VOSH) 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 VOOT's Work Area Protection Manual, Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VOOT 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, VOOT approval of these plans does not Indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer, V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VOOT right-of-way. ROJECT IN ORMA TION V7. If required by the local VOOT Residency Offce, 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 Owner Developer and VOOT prior to initiation of work. Parke Center, LLC Parke Center, LLC PO Box 180 PO Box 180 V8. The contractor shall notify the local VOOT Residency Office- when work is to begin or cease for any undetermined Hamilton, VA 20159 Hamilton, VA 20159 length of time. VDOT requires 48 hours advance notice prior to any required or requested inspection. Phone - (703) 609-4304 Phone - (703) 609-4304 V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public p op es o e repo s s a a sumb ed roadway via a construction entrance that /s constructed and maintained /n accordance with Section 3.02 of the Property Data Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project Tax Map Number 75-((A))-2D shall be maintained through construction. The Developer shall have, within the limits of the project, an employee Address Prosperity Dr. certified by the Virginia Department of Conservation and Recreation (VOCR) in Erosion and Sediment Control who Area 1 acre shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and Zoning 82 operation. Deficiencies shall be promptly rectified. Legal References Inst #040014624 VI 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Proposed Use Office/Retail V11. All water and sewer lines within existing or proposed VOOT right-of-way shall have a minimum thirty-six (36) Zoning Data inches cover and when possible shall be installed under roadway drainage facilities at conflict points. Open Space Minimum 15% = 6,534 sf V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered Open Space Proposed 24% = 10,296 sf during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work F.A.R. Maximum 110 shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. F.A.R. Proposed 0.19 V13. Al/ fill areas, borrow material and undercut areas shall be inspected and approved by a VOOT representative prior Building Data to placement and fill. Where CBR testing is required, a VOOT representative shall be present to insure the Type of Construction 2C - Metal sample obtained /s 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 Proposed Use Office/Recall that testing shall be performed in accordance with all applicable VDOT standards and procedures. Proposed Area 8,400 sf V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) Height Maximum 35 feet inch lifts to 95 % of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus Height Proposed 20 feet 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 Sign Data Specifcatlons, Certified copies of all test reports shall be submitted to VOOT daily, unless specified otherwise. Freestanding Sign Area Allowed 100 sf V15. VOOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by Freestanding Sign Area Proposed 100 sf VDOT. Sign Height Allowed 35 feet VI 6. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VOOT Sign Height Proposed 35 feet minimum design standards and is the responsibility of the developer. Sign Setback 10 feet V17. Prior to VOOT acceptance of any streets, all required street signage and/or pavement markings shall be installed the developer or, at VOOT's discretion, by VDOT on an account receivable basis following the Manual On ®ntC�Ct Numbers 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 Engineering Firm: construction, Copies of all Invoices for materials utlllzed within any dedicated street right-of-way must be provided Montgomery Engr. Group, Inc. (540) 869-0308 to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. Survevina Firm: V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density Montgomery Engr. Group, Inc. (540) 869-0308 will be determined using the density control strip in accordance with Section 304 of the VOOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test Zoning Enforcement: Department of Planning (540) 665-5651 reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a S/te Inspections: VOOT representative shall be notified and given the opportunity to be present during the construction and testing Department of Inspections (540) 665-5650 of the density control strip. Erosion and Sediment Control: Department of Public Works (540) 665-5643 V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VOOT Road and Bridge Sanitary Sewer and Water: Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. Fred. Co. Sanitation Authority (540) 869-1061 A certified cornp action technician shall erforrn these tests Certified c / IFth t h ll b Itt t rt to VOOT daily, unless specified otherwise. A VOOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VOOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation /s encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of this plan shall expire three (3) years from the date of the approval letter. V23. VOOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VOOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VOOT's installation criteria. Final approval of guardrail layout to be given by VDOT after grading is mostly complete. Building Setbacks Per Code Proposed Front: 35' 51' Left Side: 0' 30' Right Side: 0' 72' Rear: 0' 51' Parking Setbacks Per Code Proposed Front: 5' 24' Left Side: 5' 5' Right Side: 5' 5' Rear., 5' 24' Use For Parking Unit Space per Sq. Ft Retail 8,400 1 per 200 sf Loading Space: 8,400 1 per 30, D00 sf Total Parking Spaces Required 42 Pr. Parking Spaces 42 # of Handicap Spaces Required 2 Pr, Handicap Spaces 2 # of Loading Spaces Required 1 Pr. Loading Spaces 1 Seals and Signatures �PLT Fi OF �l BENJAMIN C. v MONTGOMERY No.030342 �4 SSIO NA L �.. _ _ Teleahone: Verizon (301) 954-6282 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF Electric: A/leghany Power (800) 654-3317 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION Gas: Shenandoah Gas Co. (540) 869-1111 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE MISS UTILITY: 1-800-552-7001 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. Zoning General Notes Maximum 1. Exterior lighting will be provided by wall -pack Environmental Existing Disturbance Proposed lights attached to the building & lightpo/es. Features Acreage Allowed Disturbance 2. All lights will be shielded or directed to prevent F/oodplain 0 acres 0% 0% glare on neighboring properties. Lakes & Ponds 0 acres 0% 0% 3. Outdoor trash receptacles will be in an enclosed six (6) foot fence. Wetlands >ZAC 0 acres 0% 0% 4. This project will not disturb any environmental oLL W (0(D c� C', Lo zu po o E Z >00 ® m y E 0- o c �c C C roro as �C �y oc V q' o .E c +3 v cn tc��so. o � CL o v°now` o fro 4Q4Q.v4Q-W aa�'ia�iva�'iai Zp; LQ Z (6 U (l� W O Lu Q V LU LU LLJ U1 W 5 V LC V Q m � O 0tic j � o Q, a a O Cr ex LA SOAPING NOTE 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations Frederick County Zoning Administrator Or Date and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. ,g �' Ln o o Q o 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease, The plants shall have ample roots 1, Site P/an a royal from VDOT will ex ire three 3 ears from the cis e' >' .royal letter. o 1 and be well branched. The planter shall guarantee all plants for one year. pp p () y pp ti '" 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is DATE: OCT. 13, 2005 to the owner, 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 SCALE: N/A 4. Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. shall be void. Procedures and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans FILE NO. 405-05 County Planning Department. must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. I SHEET 1 OF 6 DATA TAKEN FROM THE LT. E. MANUAL 6th EDITION IFFICEIREPAIR •ii sf X 8,400•• ADT for Prosperity Dr. - ,, VPD Sinkholes 0 acres 0% 0% features as defined by the Frederick County Natural S. W. 0 acres 10% 0% Zoning Ordinance. Retention Areas 5. The owner will be responsible for obtaining or Steep Slopes >15% 0 acres 25% 0961 granting easements shown on this plan. 6• Easements will be recorded and copies sent to the Woodlands 0 acres 25% 0% parties Involved. 7. All utilities that will service this site must be placed underground. P # APPROVALS SP # -0• ALA , s i ^ri ' ,S Ali'• ".,-•.•,.w.+-r"'•...-.+,.^...• .,-wnw y.,,rv..cr-.,..•«•*,.",..+..**+•r""'°".` .c•�`,svvu»w M,a+�°�..-»r...,...�..w......,v.«....�.....v............. ....•-. �-••4�..,� ,��`\'�`c� � i � `iy � r �� ! � � / I .,-.... ..... ...� -_ -,. .. _ �.. » .». ». .., .,. .... .... .... .,mT.w,,,ws. �v......•v,.°"onm.a,<..wt..a•..,ro•......>>.Msev .«,.�•:m..•.«,-wa...,•^m..,vx �\ �'.z, �`Sv, ; + 1 S yti 1 i # �,•gs.� � 'r ` '� ° :1 `� 1 �t s �, � s � � 3 r �.-.r �-`�._� 75—((A))-2 i aye' 4a .#<rs•' V. 4� {.� S, { i { i { { } '1 �.�'. ... �t-i, � °s .e � �4 x ,....'"'""'�� 1`! PROSPERITY C r"w`"b'� :. "� `�xtt,�-,�i, '°'``f" $ '!6� t k i is E L { 1 '•`„ 1 � RTIES, LL �` P PE 14625 •T'F� 40 p y �. "°C ,5!'C 36�+�^ dY+-^,...»-•--�..:' ! T 5 S I i 1£ i 7' i I 1 R 0 •''ti'},. td.a "## ♦ a��i , a ,�,3 4 L 3 i, i t E i { i 1 I t NJ 2 w° x e •„ ^" \ i € �� ! ig 3� :i p a { f ? 4 i $ S ZONED: B—. 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K - 111OTH OF CLA99 I RACKFLL YAIEi IAL EEFOND THE EKTRETATY Or THE PPE. I - I8' wma d 19 L® THM .38•. 9 - 1H= WHERE 11 19 381 ME) CHEATER 4. MUM Di3il W Wr THEE DONEiR. NEGIOM MTMM rMT 9E nXIN TEED FUR NOMAL EARTH FOUNON IOM UNDER ROUTINE ENiRAVE FIFE mPEPT PI_r6TIC P'PEI 3W* AND LESS II OVEIER WITH H9%fT OF MVM W DR LES6 S. Ig��IIB�U TELLEL EETI1PE)ERLIL MR A6PE3RMT1ERTTR PfMCEPP PIPE) M11 AM LEM IN LMANLTOR v m MOGIIT or QW= W OR I=. f. BLOT ILLTTIGF I L7JTlE7 P1Pd1 LL MV EE ELUMATED FCR 94O8LCER ELLIPTICAL PIPE L 91 - 011180E SPAR OEIMCN GF PIFF. 2. 31! - M13E SPAN OLEMON OF PIPE. 3, R - 0IJICIDE ME DKOGIN OF PPS 4. K - ■DTH OF CLAW IELACW L EPAfl38AL 8EYQ1O THE E:RTFfFrgff OF THE PIPE. x 18' 4lHflO: 16 LEb6 THPR DE;. x - ,►• wEf7E; Iti 36• AlD QEJ#IER ✓' kN ALRM9FI IQA11A UNDER RDUMMSEE F�'1dTR�AHCEMPE WHERE 9B _w CR um fTv I100H1'T or COTCR V OR LE". i. RETULPIR 996CITLL MATERIAL "X EE M n L�1 DF 0.1i53 I INICOI L NAUERIPL FOR F N T cs FOR �Ami kE ENTM PFE 4THE7E 5g Ib 331 OR U3M A V PIPE ARCH L 33 ._ 23PAN DORYaPJJi9in Or rEipE� 1; 9 6 PC-1 LE FCTiP1FRICA[9LE PPE YA mAL d. K - T IOTH OF CLAM IRktWUL MATERIAL 13E VIZI THE ERTIWTirM W THE PIPE. s - 19 K E 6 381 AND CRFATIER 5' WHOM 9F31i 'AEU MY IM BRINEER. NE09M M#TERX MY RE ELNIN 116D FOR LhEMAL EM AEA HEIC T�OF CDOM XIMNS VOR L� PIPE 7NERE 97 6 OR S' RECILAN IIAMLL NIITERWL IiA'f BE t!!Fb H LMU OF CLASS I EF14Cal NATERPL MR RL F9VWT10N T•IPES FOR RgUTME ENTID'MGE PPE 5TFE I E 5 I3 17' OR LM MV HEII>♦IT OF COVER V DR LEM N45'07'16"E - M�...„.„^,.- �. >` �- a LIGHT S-PLACES A - w302.27' _..P�I�E TYP• • . 4 _ .: ... a� -,. e��s�e,�,.mms�e - `^�'�"�„.•�-...:r•�.•��,.,,�� .w ��;�'��"•'"=..-,...,�.....�.,.,-....„.......�....,N .....,.,..,...-..... ..-..N..,w.....m... .-......»..,....„.. ...,...-..... ...^,.w..........., �..._,„..........„.:._....,-.. ..�_...........w � • � � Ep3 KEPTIDE, LLC I�STR• 010014361 ZONED: B-2 USE: DENTIST.... INSTALLATION OF PIPE CULVERTS AND STDRN SEWERS � nL HEW.,fD, GENERAL NOTES 3O 10i.Ca 9RGM DEPARTMENT OF 7RAItSPOWTATKIH 3 NO PROJECTION OF PIPE A13OVE GROUND LINE ,• OF FILL. TOP OF FILL TOP . 11—�Ihtl_it:11�11=1- =1L-1 cm ' MMM.��r,,n„,, r' �il1,AEyll -ll=11=1 ll ll �,yl- .. �..II -ll 11=1 NlzLi 11=11 �v,.,r SAWTH 1 it-+,. }'I� I:..il •P: • ...: ... , 'ram♦:'..: 1 ♦ a •+- : —-11,-1�-u���/: il r T MATERIAL i1 1--==- FOUNDATION SOFT. YIELDING, OR NORMAL • ►' ! - r I E t OTHERWISE PIPE PROJECTION :OGROUND LINE 1 Mrt L5 ic 0 T101' OF FILL _ _ ✓rR/Xx rrfs.*1rr ;;,• x�rrrX a � '1/R}rifl r�.wr•%�1wi1/�� .. f r r,w f+wXy � r rw.��Y�'.+ •xY xx 9*►11141110.LINE •.ti li i i ffxMlf/t ,,��,,��,, '.�•* i ��+f� i' .�i :•.�:♦.::�3�i 19:wi'�.:♦,•'i ►:«. 1-11—tIP1 LI — EARTH �1-11�I1t �.r-......._., •� ....H — Ir i«�rnv«,rr�,.,o-.- �n—n. r . ,BEDDING11= — =11 , il.-t ►� du—u�u�u MATERIAL NORMAL EARTH FOUNDATION 41 � •, SBEGICU ROAD rc REGULARAMFILL MATERIAL IN ACCCIROANCE . 1 . . 1 , '..4' S• E , iEWOMIMNT 4 .• 1 e �, : , INSTALLATION .CULVERTSAND STORM CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "All NEW. 1 /T4 75A40—B-4 I V969,OPGL DB1197 -- ZONED: 8-2 1 USE: MINI —STORAGE � w�6' CEI W� I� 4 LIJ uWW� Q � �o Lu O Z W W a � W W K U LIZ m El �O czI Z Sea/ Signature u •.I , ;it 2 z Nn O 4• O PLT H OF 2 ui �2 BEN JAMIN C. MONTGOMERY Q �o No. 030342 �SSIDNAL ECG~ DATE: OCT. 13, 2005 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR FILE N0. 405-05 CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ,ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 OF 6 I . EROSION AND SEDIMENT CONTROL STANDARDS EROSION EDIT CON TR L NARRATIVE � `1 CC-8 C) LL LOCATION OF HOLE rD VARY WITH TYPE OF INLET 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is 1. THIS ITEM NOTES: OR CITnUCCIG� HHAfi MAY SHIFTED RIraFHr, LEFT os IxNTIMs- AY BE PRECW reached on any portion ofFthe site. Temporary soil stabilization shall be applied within seven days to denuded areas 2. CONCRETE Mo BE CLASS A3 IFCACAST TIN PLACEIN S `,,,,. - I-a-e that may not be at final grade but will remain dormant for longer than 30 days, Permanent stabilization shall be Protect Description 4000 PSI F PRECAST. 3. COM6RL4TION CUFF i CUTTER HAVNG A RAM applied to areas that are Ito be left dormant for more than one year, This site is located in the Valle Ind. Park on the north side of Ebert Rd, The of 300 FEET OR RADIESSAL 1A.om FACE of CURB) SHALL }/ BE PAID FOR AS RAdAL COD695HATION CURB L of this development for theconstruction f 66 7 s. f l in 2. During construction of ,the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment purposes p o o 50 q ft o buildings gs 4-FOR DRAINAGE USE WITH STABILIZEDEBOTTOM OPEN -GRADED 5 PP P temporary P P 9 P parking A40 O T LAYER THE BOTTOM tTF ED CURB ` trappingmeasures, The ar licant is responsible for the tem ora protection and permanent stabilization of all soil to be used for offices and warehousing. development also has arkin and AHD CUTTER IM£ CONSTRUCTED PARALLEL TO THE SL SUBBASE COURSES i stockpiles on site as well .as borrow areas and soil intentionally transported from the project site. drive aisles for access. Upon completion of Phase I the parking areas and AND TO THE DEPTH OF THE PAVEMENT. buildingads of Phase II III, and IV shall be used for construction storage 5. THIS CURB MAY USED WHEN P � g cN SPEED Is 40 MPH DR LESS L Mo" x zw! , r Yd' r,Am 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent lots. o SS IN HELOMD AND 43 SUB OR I °-•--"-OOwkl 7HFOM T SEPE 70 2" R LESS N DEVELOPED URBAN 0 SUBURBAN CHAIflER IF Cd6T �PFAG4iELY OR PRCUEHE ALTERNdTE VDOT qwq­ RECOMMENDED MINIMUM HEIGHT CHART PIPE SEE 'H" OPYENSiM 1COWETE PPE( 1]" 4•-IYI fall 4'-11y4• IE" e'- ?V. a,_ „ S4" 5'-00' 27" 5'-DI . 30" 9'-we' ar' e'-a�',• W N o OD a (O 0 00 � O Olt Ja vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to AREAS STANOARO ICC•7SPES REQUIRED. ARE O. �VgC�g � pl NU, APPROVED WETHOO OF HTERLOO - !Tv �, survive and will inhibit erosion. m Existing Site Conditions �, NOTES o 0) D . I A 6 C� 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall '--°� 1. SEE GENERAL nOTES - PRt9CASi FOR AOpTK1TN. DETAILS,ZThe lot Is undeveloped and vacant. 6" PLPJV 2. COHCRETE rO BE 4BOD f%NINNIM. > be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land r:r a REIHRIRDINB STEEL IN AOOORDAJICE WITH3TM 915, �� L o disturbance takes place. p D D,' D, O °! Adjacent Parcels Y 1° - ,,, 4. DONE = !IM WIY PRE NNNUN. RCTw4. ONEHSanS #AT VARY WITH O � a v1 E 5, Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after ; ; ; n ' ; ° ; ° 56 FOR PETALS OF FRANE kO WE SEE STANDARD OF2A, B, G U installation. The area to the ease is a site development contractor shop/office/yard. The ° ° ° 6, VERTICAL REVI'MCIIO MAR'a TO BE CCNTIP&MS THROUGH JOINT. OD = area to the north is resent/ a vacant field. • ' T. srmnARo sr-1 STEPS NOT REQUIRED IN THIS TOP Llwr. P Y - - THE BOTTOM OF THE CURB AND , 6,Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be GUTTER MAY BE CONSTRUCTED z ® 4L0WA13 E served by the trap or basin, 6.. r•0" SUBBASE COURSES PROVIDED A T" SO/Is PARALLEL TO THE SLOPE OF D7ZTRUIMIM �+'' 4•• 9.O !DINT L 2ije' tc I-11a" K Ir'a' �ALY MAINTMINIMUIM AINED, OF 7" O�dYX9B I d.4 a N-ID' E" �L47ft'z8K¢` g y4"'C,uu_is �g`® a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap T TT TH6 AREA MAY BE CONCiETE 8ft " GG ° . - C J'WP�RD H 11PPMO shall only control drainage areas less than three acres. The soils types determined from the USDA's Soils Survey of Frederick County, AT THE OPTION OF THE CONTRACTOR sTa ® �9 ® . I CUT 1�° +' VA" shows Carbo-Oaklet rocky silt /oams classified as #6C. This soli Is 1D• a•C �° C-� H T Reverse Curb: i -i Down Y '' a : Pam$ " '• TJ b.Surface runoff from d1.!sturbed areas that /s comprised of flow from drainage areas greater than or equal to three predominately yellowish brown silt /oams over bedrock and offers 'severe' _ �' •,-. -T-�- � - ` •`': j . '• . � _ 2,-4e H INDICATES AREA H acres shall be controlled try a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic erosion hazards. ;°�' e,. MN• �A}8 OF Cflry� TO yards per acre of drainatge area. The outfall system shall, at a minimum, maintain the structural integrity of the basin 4 e e, D•c BE POURED IN PLAN r: , ' ee PDIMW IN PLAx A' duringa twenty-five year, storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to FMES PRWOEO HOLES PROVID0 tY- Y P Erosion Control Program I I i4 K a' DOVE ; '• y ' c FOR 4H4 X ®" DOWELS 9T"MD FBgR a bare earth condition or (those conditions expected to exist while the sediment basin is utilized. I UNir J I. e'�.}. e• .�.-e• ® Erosion and Sediment controls shall be installed prior to disturbance. Maintain e'� I---- 2�° -I 7.Cut and fill slopes shall ,be designed and constructed in a manner that will minimize erosion. Slopes that are found to controls and'stablllze upon reaching final grade, SECTION A -A SECTI�7N B-t i ALTERNATE SECTION B-e be eroding excessively witthin one year of permanent stabilization shall be provided with additional slope stabilizing SPECIFICATION T� B, Q91 AND =TER? (FUR USE WITH CM-7 OUFW AND GUTTER) measures until the prob/eim is corrected. REFERENCE I( General Erosion and Sediment Control Notes (VESH Table 6-1) COMBINATION 6 CURB & GUTTER ECIFlCATIBtd 8. Concentrated runoff shaall not flow down curt or fill slopes unless contained within an adequate temporary or �2 VRCNNA DEPARTMENT OF TRANSPORTATION z0103 RIS STANDARD PRECAST TOP UNITS permanent channel, flume or slope drain structure, ES-1. Unless otherwise indicated, all vegetative and structural erosion and 233 ARBINIA DEPA NWENT OF TRANSPORTATION aEV, aro� 302 p3,D4. sediment control practices will be constructed and maintained according to 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment CG.1, a"'�� �� ,�9, 10. A// storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water WEEP HOLE TA9 RtD'ao WEB Hole [AS Reo D.r cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. Control Regulations. _ T I Y I as STREET APPROACH SAME I 11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection ES-2. The plan approving authority must be not/fled one week prior to the I I< I A�, WAS AS MAINLINE I _ tRADX75 TO BE AS and any required temporary or permanent channel lining shall be installed in both the conveyance channel and pre -construction conference, one week prior to the commencement of land SHOWN ON PLANS) C C I VARIES I V�E� I DJR, FT, FOR. Ej:] receiving channel, disturbing activity, and one week prior to the final Inspection, - (RAON15 TO BE As , 5TEPSIEAS REWL) 644PIiOLES� I H RADIAL T SHH0TIN ON PLANS) ILA. Fr. FM CURB B tTER I �- �• I RIRAHDLSST ALTERNATE JOINT 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control ES-3. Al/ erosion and sediment control measures are to be placed prior to or as _ _ _ ^ j r'T . •, ..'• . I DETAIL sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodib/e material W Kos, P 9 P 9 the first step In clearing. SIDEWALK I ® i-•;. •:. `� '' " shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures If 6. ; OPTIMAL 6- COHICRETE Y armored by nonerodib/e cover materials, ��� ^__- 1 FLOW LIRE x D x >< D >< ES-4. A copy of the approved erosion and sediment control plan shall be EXPAIISION JOINT ! 7 EXPANSION JOINT SECTION C-C ®-� e� B" - W4 : ws.s warm 13, When a live watercourse must be crossed b construction vehicles more than twice in an six-month period, a maintained on the site at all times, _ WIRE 6' 10 C DR EAUMfLE L AREA Y Y P NOTES WIDTH ON TYPICAL SECTgN, MAINLINE ROADWAY MONOLITHIC 2^ 2" temporary vehicular streaom crossing constructed of nonerodib/e material shall be provided. A-) "� f"-1- ES-5, Prior to commencing land disturbing activities in areas other than 14. All applicable federal, .state and local regulations pertaining to working In or crossing live watercourses shall be met. indicated on these plans (including, but limited to, off -site borrow or waste PLAN VIEW -f Co CtXVSTRI1Ci g1A0E CHANCES WITH A PARABOLIC CURVE. (•s_-O +&'+2K----•"I areas), the contractor shall submit a supplementary erosion control plan to the WHEN THE ENTRANCE RAOMCANNOT ACCOMMODATE 15. The bed and banks of•a water course shall be stabilized immediately after work in the watercourse is completed. owner for review and approval by the plan approving authority. ® THE TURNING REOUREMENTS OF ANTICIPATED HEAVY TRUCK TWA'M THE DEPTH FOR SIDEWALK i CURD N�TE�T 10'PARAI�I CUAIVE RAMPS WITI@M LIMITS OF THE RADESHMILD BE 16. Underground utility 11mes shall be Installed /n accordance with the following standards /n addition to other applicable EDGE OF SHOULDER OR t4 D INCREASED TO 7". DUGHrDl15E WITH FOOTING ES 6 Th t t Ib/ f t ll f dd' ' l criteria: e con roc or �s respons a or ins a anon o any a rtiona erosion oPT10"AL FLOW LINE - - D WHEN STro. CG-116 USED FAR ENTRANCES 81ALT 1. SEE CQIERAL ROTES FT]R RDOITIONAL INFORA9ATR9H ON WEEP HOLF5,57EP REgtIiiYENts, control measures necessaryto prevent erosion and sedimentation as determined P MAINLINE ROADWAY - - -• - - '- - -- --- -- - - - IN CONJUNCTION WITH VDOT PROJECTS, PLEASE 'H" DUAL ". FDR YAN umi oIYmactS. ETIW. a. No more than 500 linear feet of trench may be opened at one time. Y P b the plan approving authority, Y P PP 9 tY e X MAX. D NOTE THE fOLLOWNc: SLOPE CHANGE -' *X MAINLINE PAVEMENT Swat BE Cdi$TAItCTED '_� D 2• ALL BASE LIITS ARE TO BE iI ACCCRDANM WITH THE REOUREYEMS OF AWTO MII81. 40'MN,FOR STREET °j•MN, TO THE R/W LINE (EXCEPT ANY BADE 3. OMCRETE SHALL BE 4MI) P86 t STABILIZATION REOUREO FOR MAINLINE 0' DESRABLE FOR COMMIE PAVEMENT WHICH( CAN BE OMITTED IN 4. WHERE OPENb= ARE Rl3QIRED FOR RPE, THEN SHALL BE FORMED, GILLED, CR fw-&TLY CUT b. Excavated material shall be laced on the uphill side of trenches. P P ES-7. All disturbed areas are to drained to approved sediment control measures PP ENTRANCE THE ENTRANCE.) FPPmEs IT THE ChrTr.RiU THE tAINVEli LYi SHALL NS.A , THE SIZE CI1iiCR WITH UT&G, TN6 N'd131T M1GYAnOHSw AAO THE SQfi iF ALL PIPES TO at all times during land disturbing activities and during site development until SECTION A - A RADIAL CUM OR COMBINATION CURB ® BECCONSTR TED TH6 srlas6 e6TwITtN �dtTiR THE ENTER THE MANHOLE. HQiB AM TO BE A N1►IYUM OP 41 TO A YAX MY OP a'. LARCER THAN THE dUTSEW WASTR CF THEPRC�ED PIPt: c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device or final stabilization /s achleved BAND UTTER THE SHALL HA R�W(NOTE XCEPT GUIDELINES FOR GRADE CHANGED REPLACEMENT PURPOSES. a I'mu;W (DNS eHDPN ARE WIN" AiCTUti DIYEHBiDNE MAY VARY NTH N"FAMMER', DIMENSIONS 0 r YNMJY T YRIOW 5000ESTED YAK PPE SIZE AEISCE.UT M6JOMU11 1F �° +a• e' In, 21, 24• 27� SO.. 6• 3d' d3' 72'1 6" 4e5 54• �• both, and discharged in a manner that does not adversely affect flowing streams or off -site property, WHEN USED N CONJUNCT04 WITH STANDARD 'a" R MMOIAL OIMPETM CC-3 OR CC-1. THE CURB FACE ON THIS hEPTH "H' OF 31Y' DIAMETER RAM UUT RESTRICTED ES-8. Duringdewaterin operations, water will be pumped into an approved ENTRANCE VOLUME DESIRABLE MAXIMUM STANDARD IS TO IE ADJUSTED TO MATCH THE T. R THE EVENT THE INYW OF THE UJIFA.L PIPE 5 "WES THEW TM Z"TCH OF THE MALICTLm TO 4'-0" NAKMMN, d. Material used for backfillin trenches shall beproperlycoo acted in order to minimize erosion and promote g P P P PP Mo1MTABLE culls CONFtC(IRATNpl. THH[ IMfERT THE 9TPAiaTHE 9H�L 9w� Ti1TT i �N[NT YOeTATT TO PR[VEliT 7TJid6NCT g P P ►IGH MORE THAN IS00 VPDI 0 % 3 X CR WONMNO OF WATER n TI4: STRLeTUCE E PIPE M PPE ON.7, WINE PPE ENTERIC APT7 StablllZat/on, filtering device. SEE STANDARD CC-T: FOR CURB RAAtt' DESIGN cpE �Tj� gap g p� �� E PPE pOTNO STRtTCTLR© MEDIUM 4500•1500 VPDM S3 X 6 % TO BE USED WITH THIS STANDARD, 13- NT9 AREDTO 8E45E A Aq F F ' p�$�t yE�(E� k� T APPROVAL, LOW (LESS THAN 500 VPDI 3 6 X 6 % E PLANS ARE TO SATE WHEN TRUCTWN OF ®R � 6R 9U7YL R�B ES-9. The contractor shall Inspect all erosion control measures periodically A FLOW LEE IS RE HE EO TO PROP voNI41VE e. Restabilization shall be accomplished in accordance with these regulations. P p y and DRAINAGE ACROSS THE ENTRANCE. after each runoff -producing rainfall event. Any necessary repairs or cleanup to '°op'g0GUTTEAYTC L, W OF WATER. f.Applicable safety regulations shall be compiled with. maintain the effectiveness of the erosion control devices shall be made immediately, 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the SPECIFICATION METHOD OF TREATMENT- zt transport of b (vehicular tracking onto the paved surface. Where sediment is transported onto a paved or REFERENCE P Y 9 P P P Frederick County Note: CONNECTION FOR STREET INTERSECTIONS W public road surface, the road surface shall be cleaned thoroughly at the end of each day, Sediment shall be removed The Public Works and Engineering Department will retain the right to add to or S02 AND COMMERCIAL ENTRANCES REV. yo� STANDARD PRECAST BASE UNITS J VIRGNA IMPARTMENT OF TRANSPORTATION from the roads by shovelling or sweeping and transported to a sediment control disposal area. Street washing shall be IDs '`•I Q modify these erosion and sediment control measures during the construction VRMA DEPMTHETTT DF TRANSPCRTATON 3D2 allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well process, within reason, to ensure adequate protection to the public and '" Q � as to larger land-disturbinrg activities.L\ environment. 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization orU (f) after the temporary measrures are no longer needed, unless otherwise authorized by the local program authority. O U Trapped sediment and the disturbed so/I areas resulting from the disposition of temporary measures shall be,� permanently stabilized to, prevent further erosion and sedimentation. �� A A JLQ � U rA"M,� 3 MIN. 12:1 12:1 3 MIN. cj 19. Properties and waterwrays downstream from development sites shall be protected from sediment deposition, Bros/on N W and damage due to Increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency av CO-6 CG-6 LlJ Q storm of 24-hour durat/orn in accordance with the following standards and criteria: �� sna0oc IA OfOff LAC Q CrLij Or U ADAMOM VC [17 PC AMMOM Q kLM 768 76� 764 v ,'TORMWATER RUNOFF ANALYSIS Exi=a Conditions Existing site is undeveloped. The following is an analysis of the existing stormwater runoff rates. 764 764 760 features Areas (A(cres) 'C'-factor CA Green Areas 1.00 0.30 a30 Rainfall Intensity 760 CL AN -OUT 50 o.c. MAX 760 756 I--2yr = 5.30 /n/hr 1-I0yr = 6.80 /n/hr I-IODyr = 9.30 In/hr PAD CU,L V T Two -Year Storm - Q=CAI=(0.30)(5.J0)=1,59 cfs Ten -Year Storm - Q=CAI=(0,30)(6,80)=2,04 cfs 100- Year Stonn - Q=C41=(0.30)(9..30)=2,79 cfs 756 29.212,4% 756 752 Proposed Conditions 4' SCH 40 PVC features Areas (Acres) 'C'-Factor CA Bu/ldings,Pavement 0,76' 0.9 0.68 A Green Areas/Trees 0,24 0.2 0,07 752 o Qi o Q 752 742 Total 1.00 Avg, CA= 0.75 Q LoLr) Two -Year Storm - Q=CAI=(0.75)(5.:30)=3.98 cfs o ,? o� Q CL Ten -Year Storm - Q=CA1=(0.75)(6,8�0)=5,10 cfs 748 748 744 764L ACCCqW ,C, ® Ca I : wkw 0oo-�In ow i t &VW 7,60 Hams suer,' 1. H/C SPACES MAY NOT EXCEED A 2X SLOPE, Q U 2. RAMP BUILT TO VDOT CG-12 STANDARDS. cn HMO/Ci4P PARKING SIGN DETAIL 4. WHITE STRIPING SHOULD BE 3" WIDE. Z 4. H/C SIGNS TO BE SET 3 BEHIND SIDEWALK o OR MOUNTED TED TO BUILDING IF POSSIBLE. ® , Seal a Signature ; s g O a { 752 a o ILL, O H OF a r CC u BENJAMIN C. y L o 742 MONTGOMERY ILAe po No.030342 44, ® o N CS NA ��� DATE: OCT. 13, 2005 744 SCALE: N/A 100-Year Storm - Q=CAI=(0.75)(9,30)=6.98 cfs 0 20 40 60 20 100 120 0 80 160 240 320 THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 405-05 5-1 SEWER PROFILE t rl ine A COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 3 OF 6 ADMINISTRATOR PRIOR TO CONSTRUCTION. E , , 4' MINIMUM COVER , I ' I i M I o � im =..-- W la.W LO ' ¢ 0 WI �� f i i �¢ I a _J I J� I I Z �� j e� CV) ID I + + +( I GENERAL NOTES. i. THE DETECTABLE WARNING SHALL DE PROVIDED BY TRUNCATEED CONES. 2. DETECTABLE WARNING TO BE CLASS A•3 CONCRETE ►CLASS A1.4 If PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL. WIDTH OF THE RAW FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF Pf VESTRIAH TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DCOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGtWEIR. 3. SLOPMIG SIDES OF CURB RAMP MAY BE POURED MOHOLItHICAL.LY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS, 4. IF RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR (DOWEL BARS SO THAT AOJOWINu FLARED 91Di5 CAN BE CAST N PLACE AFTER? PLACEMENT OF PRECAST RAM' FLOOR, PRECAST CONCRETE SHALL 1E CLASS A-4. 5. RECILKRED BARS ARE TO BE NO.8 X 8" PLACED PCENTER TO CENTER ALONG BOTH SIDES OF TIRE RAID FLOOR, MID•OEPTH OF RAMP FLOOR(. MWIWN CONCRETE COVER P/=". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT 101 CURB RAMPS ARE INCLVOEO IN PAYMENT FOR CURB / CURB AND CUTTER. 7. CURB RAMS ARE 10 9E LOCATED AS SHOWN ON THE PLANS; 09 AS DIRECTED BY THE ENOWEER, THEY ARE TO BE PROVIDED AT INTERSECTTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN T14C RIGHT OF WAY OF A HICHWWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EX*STiNG PROPOSED. OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAMJ CRbSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY " ENGINEER, ANO SHDULD NOT BE LOCATED BEH'ND VEHKILE STOP LINES EXISTING LIGHT PONES. FIRE HYDRANTS,DROP INLETS,ETC. ACCESSBLk ROUTES PROVIDE /A CONTWUOUS UNOBSTRUCTED STADLE,FIRM AND SLIP RESISTANT PATH CONMECTIiG ALL ACCESSIBLE EaMEHTSS OF A FACILITY THAT CAN BE APPROAC:HEO.ENTEREO AND USED BY PEDESTRIANS. S. RAMPS WAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE THATC1K SLOPE ATSTHEACONNECTIONTOF THETCURB OPENING, IISWAK AND PERPENDK; AR 110 THE CURB, 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRAMICE RABIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS Of ANTICIPATED HEAVY TRUCK TRAFFIC REFER 110 STANDARD CG-13,COMMERCIAL ENTRANCE I(HEAVY TRUCK tRAFFICtT"OR CONCRETE DEPTH, iQ WHEN CURB RAMPS — I T INSERTABLE SHEETA59 CG•2 TYPE A PERPENDICULAR 5, MIN 7 12:1 M_ AX- r.7771 TYPE PARALLEL r m 'z`` MAX 12.1 MAX R A AT )K .2" F40WR THAN EDGE OF PAVEMENT AT X{ k(, SAME AS I OP OF CURB TYPE C PARALLEL & PERPENDICULAR E USED N C--- CON WITH A —MELD USE PATH, THE MINMUM WIDTH SHALL EJE THE WIDTH OF THE SHARED USiE PATH IrB" 2.4" DOME O O 0 0 0 0 0 0 0 0 0 0 0 0 7C'1RI1.K"A1EDRUNCATED 0 0 0 0 0 0 0o000000020 0 0 0 0 0 0 0SOX 9 65X OF BASE DIAMETER 0 0 0 0 0 0 0 0 O 0 O 0 O O O 0 VARIABLE BASE OIAM TER 4'MININUM. � TRUNCATED DOME PAY LINIiS DETAIL. ABLE WARNING DETECT DETAIL SHEET I OF 4 CC-12 DETECTABLE WARNING SURFACE SPECfICA10N t;I EpCNEL REV 7105 GENERAL NOTES ,Ds 203.05 VIRGN"A DEPARTMENT OF TRANSPORTATION 507 CG-12 PERMISSIBLE .r �A.� CONSIRLICTK)N 1 ^05 DOWELS.8" LONG; JOINT 4, D, �- a 12" G-C ��tt MIN. 4' c0 4 Yi N � NZ 8 1 lull B � � MAX j BI 7• _l, TRUNCATED DOMES A SEE SHEET IOF 4 FOOR DETAILS I 4„_1 BACK OF CURB 124 MAX. T ile:l MAX. 20,1 SECTION �2,141N� A- A /rPERWSSS18LE / CONSTRRUCTION JOINT SECTION B-B NOTE FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET TOF 4. `1 (n V) 0 A ♦' SQUARE LANDING AREA OUTSIDE Of TRAVELWAY SHALL PROVIDEDBE TTHEMAARRKEDD WITHN CROSSWALK AREA— Y _ (f1 Q INSERTABLE SHEE-T A59 TYPICAL, (DESIGN ALTERATIONS Y U CROSSW �K I Er + i,KV55YTAhK I TYPICAL PLACEMENT uIOSSWAA TYPICA1L PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP} THIS DESIGN 10 BE USED FORT CONSTRUCTION THAT INCORPORATES WIPER SIDEWALK. LANDING (46" WOE) REOURED AT TOP (OF CURB RAMP. MINIMUM CURB RAW LENGTH 0 FEET FOR NEW CONSTRUCTION, B FEET FOR ALLTERAtIDNS. SHEET 2 OF 4 "`ICA(CN CG-12 DETECTABLE WARNING SURFACE PE�ENEMG[ TYPE A (PIERPENDICULAR) APPLICATION NEW 7/05 02 VIRCNANIA DEPARTMENT OF TRANSPORTATION _ ?OS,05A 768 764 760 756 752 748 208'eo,8'% 8' CH 40 PVT____... 96'e1.4% A w CD as J 4 ~ Ri z '-' of Lo N o If 4 0 o ­4 cU i ti 0 50 100 150 20o 250 300 SD-2 STORM SEWER PROFILE 768 764 760 756 752 748 350 768 764 760 756 752 748 8' SC F 40 PVC 12'e23.3% Obi 11j II II j N ti0 o RI A -4 ti 0 5 10 15 20 25 30 SEE STORM WATER ANALYSIS N SHEET 3 SEE E & S NARRATIVE � SHEET 3 RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: EXP. DATE 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 Prlor to commencing any site work. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction, 5))-g-41 !0, LLC PG 1197 FD: 9-2 Ni-STORAGE ;i Seeding Schedule (per section 3.32 of VESH) 1.)Topsoil will be spread at a minimum depth of 4". 2,)Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre), 3,)Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.)Seed mix will consist of 67 % Kentucky 31 Tall Fescue and 33 % Red Clover. 5.)Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. Seal and Signature ,II-T H OF Vt �2 BENJAMIN C. 4 MONTGOMERY po No. 030342 �u.1Lr9b NAB_ U Q 0U_ w C Co _OD CO � O o� 0 a 0 ` (N d 0 N O +� E L +- � >C O CL o �Q Q J OLLLJ LQ U O o �u Q LQLL- Ui �U Q W O O � V ct� m W 0 0 j ? Z LU CL a o 04 Q ,� o o CI: Q O N N DATE: OCT, 13, 2005 SCALE: 1" = 20' SD-1 STORM SEWER PROFILE THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. FILE NO. 405-05 SHEET 4 OF 6 Prune codominant crass bror"` Remove togs and labels,..._ Cut away 40 balling ropes Remow top of wire basket iv WOT purne terminal . leader or branch tips Prune narrow crotch a►w" dr water spouts Prune broken branches Prune auckers 2 =3" mulch kept ,away from bunk Soil well to oontoin water j.••, ' • ••. �., sac"/ soil • ,� •' ,' •'' � � Pardo W47NH/ "on II�dNI a so" holsa in, wog water to Settle nish . hIng bocM!1!!ng Mew for water Remove cantairw and drainage (Pipe cut cirvIng roots N or We could container —grown, or be lnstaMed) as much burlap as Lyn sorid sail pedestal — ab not possible if field —grown dV deeper Own boll depth 2—J root_bo# wAfth C TREE PLANTING DETAIL (NOT TO SCALE) CONTAINER CROWN SHRUB �' 2-3" 5oucsr t7Vg hole 2-3 dines wit!► of m"t bo#. BALL & BURLAP SHRUB Prune out dead ar broken = r�taw Wr mk from r" mulch Set top of root boa equal to or 1-2" above 9radt. mow container, use arp bWO to make ur 114 —1" cuts the t�th of bail and cut a 4" X on bottom of A�sb� compacted Prune outor broken Rmove all any dead gabroh k wl»a,�ebc. � 2-3" mukh Set tap of root tal/ to or 1-2 a grad& fR«row.tnvb l& burlap SHRUB PLANTING DETA /L (NOT TO SCALE) LANDSCAPING SCHEDULE Street & Canopy Trees Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity ty Height or Caliper Height RO Red Oak Quercus Rubra 2.5" Caliper 50'-75' Brown 9 PO Pin Oak Quercus Ellipsoidalis 2.5" Caliper 50'-70' Red 3 • DW Dogwood Corpus Florida 2" Caliper 1W-20' Red 8 Shrubbery & Groundcover Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height LC Leland Cyprus Cupressus 3' 4' Evergreen 0 CC Cranberry Cotoneaster Apiculatus 24" Tall 4' Purple 0 Cotoneaster BW Boxwood Buxus 36" Tall 4' Evergreen 40 LANDSCAPING NOTES 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 avold 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. Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting Procedures and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department. LANDSCAPING DA TA Interior Parking Lot Data Type of Vegetation Requirement Calculation Large Canopy Trees 1 per 10 Stalls 42110=5 Large Canopy Trees Pk Perimeter/40 50514= Impervious area Including building = 23,744 sq. ft. LANDSCAPING TOTALS Type of Vegetation Total Required Total Proposed Large Canopy Trees 18 20 Shrubbery 40 40 Groundco ver 0 0 Seeding Schedule (per section 3.32 of VESH) 1.)Topsoil will be spread at a minimum depth of4". 2.)Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.)Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.)Seed mlx will consist of 67 % Kentucky 31 Tall Fescue and 33 % Red Clover. 5.)Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. 76A—((6))-6-41 VANCO,LL � 1 DO 969, P ZONED: B-2 USE: MINI—STORA LL' Z 0 U ' o 4 s 0 Z °C O Seal d Signature PJH OF C BENJAMIN C. y MONTGOMERY W Q Vn '(z) U Ln �0 No. 030342 jONA L DATE: OCT. 13, 2005 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 405-05 COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 5 OF 6 ADMINISTRATOR PRIOR TO CONSTRUCTION. 0 general backfill METER BOX and COVER 0 lL 1900 METER SIZE METER BOX METER BOX COVER �Qj Non -Traffic 74M32CRG fill w t� O 5/8' x 3!4" or 3!4" 18 in. Dia Co Traffic A32HH-T CO 00 O y„ finished Non -Traffic MG30 (Frame) WITH RML-1-T (Top Lid) trench wrath Q O grade 1° 24 in. Dia A4 d Traffic MC-0 Frame WITH RML-I2-T To Lid)as required aired 24' select ( backflll 00" e° dia. schedule 40 steel ►:,� ; " concrete skid pad treated 2'x 4• with pipe filled with"concrete s' • 10„ ;r:�; 18" dia. X 8" deep meter box top 8" painted blue and painted yellow O and cover T 4° Stone finished 7 0" All backfill to be compacted to grade 1 finished 95% of ASTM D698 maximum idewalk 5 tt 24- 1 " grade z density. Panetta Mader PA4SV-CSK (4'� y -imValvco, Inc. cast (iron cleanout capwith brass ��� Fig. No.71BOB -•—+' plug havin acountersunks square concrete pad 1a"dia. r ° E •• o p g 9 q 1'-5" dia. x 6" deep r I g•� �� ••stone g o�w� with lid marked I head meter by finished concrete v l It' E b "SEWER 18 -21" F. .S.A, encasement y Q O :Y :: tC+ finished 3" stone grade ry :r �,� '- V STANDARD grade surroundin 38".. 11•1, cV SDR 21 - cleanout pipe box g 38 '" N general backfill general backfill Q bottom section III • + BOLLARD DETAIL FL of box 8"-10" 48" '� 4" o d T3 st one .. sa air O >r U brick base 0.. t" 0 • _ CTS polyethylene � g 8" 8" _.' 8° •^'^ �,:,' :. screw type � U concrete �_ I tubing (PET) 200 w. adjustable valve box O C sanitary µ ` psi with SS inserts 10 48" min, f10 co :4 • :: '•45.... . r 24° select 24"select sewer main SDR 21 Wye at all connections backfill backlill ,.,SDR 21 45° bend ,i location marker 45' SDR 21 crate pad t' e" dia. x 6" deep saddle with stone valve restrained as requires stone •• °•�..I'l1rM 1I1 ,1 •. %�r�•• rY•,+•.•�'ILn 7 „Yy . .p ',.�-•` s_^.•`.�. ,.,. ......... corp, stop ' to main finished g" eJoinrestraints rade stone • ANfAMiA 2" min. - tr max 120.D• Ai 20.D. ......................... OPPO51taside II r' ♦ r:. 4° stone e° stone bedding 12 gauge insulated concreete 5' stone G g copper wire for line i' coupling stone to be screw type Same Side r.. adjustable PJXFP C14''r r ,.;;., :: ti minimum of e. 1 tracing, taped at 10 ( I) 44 CONCRETE 1.......................... O CRETE CRAD LE CONCRETE ARCH� • ' general bac{dill foot intervals with SS insert and /pI�� �' � `��''�'' •-` above top of base valve box locator marker MIP plastic plug L stone COPPERSETTER stoneL'1 8" to 24' —►� \-8'x 8'x 16" solid block stone meter O osite Sloe Same Side for valves 10 and larger) Jolrn ••�•� +li PP ( 9e4 .... restr rots '• size S`tt. .:''.` •�°S«S':.1 8' 8" 5/8" x 3/4" VBHC72-18WD-44-44B4 VBHC82-10WD-44-44-B4............µmer........ • ��• .•.• �::i.: t:�7,....:.•. ......... ..:..:..x1' :'.::• ... 3/4° VBHC72-18WD-44-44-64 V131-IC82-18WD-44-44-$4 � � ..»;5.,;t„:.;• ..�Y� 24" select 1" VB C 4-15WD-44-"B4 - N - '. ' : L"«j. »• . �i •sr,.i: Note: this detail is also used for butterfly valves backfiil;�; S�„}°„; st•:: \ INSTALLATION NOTES:;r»�•%?%• :tsw 1 •" :;ter •r:»♦:L Y 1, Exact location of meter box assembly to be approved prior to installation. ................... »« ` ..... y :sr♦u: ::as:::•s :�+ • 2. Water service crossing street: �:;;;»;: w ;7; ; ;;;; ` 6" a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the ' mechanical pint street, to one foot and sidewalk � •'" � swivel tee with b) Install 12 gauge insulated copper wire (for line tracing) from core, stop to into the meter box (wrap wire around corp. 8" branch 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]. concrete f" SEWER CLEANOUT FIRE HYDRANT ASSEMBLY CONCRETE ENCASEMENT -19- SEP 05 5/8" x 3/4", 3/41' AND 1" METER INSTALLATION GATE V -10- SEP 05 -9- TRENCH &BEDDING -7- SEP 06 SEP 05 -1- SEP 05 WOODENTREAT STONE CONSTRUCTION ENTRANCEWITH WATER SEALANT. SDR 35 spigot SDR 35 spigot by by gasketed 1• 21 gasketed bell 4,161 bend bell adapter STO_ n r r su 7 ] 301X30, .O . , SIGN RI-1 1 - 11 �► 1 t r •.1 U SDR 21 gasketed -3'mini SIDE ELEVATION (OFMML) I. •1 (DOWNSTREAM solvent 1 MIK weld cap 1 VM WASHRACK property COARSZAGGM"TE line TYPICAL 6' TALL BY 8' WIDE finished I-T DOG-EAREDFENCE PANEL. INSTALL 13N grade DUMPSTER ENCLOSURE FENCE :1'• ;• 5' MIN ♦ ..: DETAIL 36min. location marker ♦!• AREA. - stone 1 DEVICE / rum 1 a�OF 0111I AND Em WAS OF 3000 PSI• • 1CO top 6"painted . ���its• �����. /1� �t � iA�� ••'1'•'1'•1'•'•'•"•'•"•'•1'•'1's• sy s'• s'1 s•, +.�►�'�IRI��raa� •-� `�•,1. ��# 1 COMPACTED minimum grade P%7= CL= TO 95% DENSITY —ll -lt s'1's'•••:••"••:•'•.•1:*1.•1:•1.•1'•1.••.•1'•� /. w;l�\����►,�}'`*�� .. .. .. .. .. .. .. .. .. .. .. .. ... SUBGRABE FREE 17F ORGANICS 11 r_ i ► tENSITY nq �' 1 ♦ SECTION • SIDEWALK 11 COARSIAGGIMUTE SECTION �i,�i,�% 1�'i,�i,1Fy� ��'�'' ��i�,'�i: �:'�M��ar��•���� OF 3000 PSI CONCRETE Lk WOVEN WIRE REINFORCEMENT SEWER LATERAL FOR MAIN WITH COVER15FTOR LESS 8' OF 21-B COMPACTED SECTION B-13 .1 .7!..lihl P. .•Z 1, ., t' i'. 1'. ... �.. 1' 'a.a. Y."r .:ter 1 1 1 SUBGRAlFREE i 1 / / 1 957. DENSITY 1.51 OF 1 UMPSTER 3' OF BK-E5.5 SECTION 8' OF 21-D COMPACTED A TO 95% DENSITY L THE DISTANCE SUCH THAT POINTS rARE �♦ �� DEUM CHANM 18* min. PLAN VIZIF --now TYPICAL PAVEMENT IIII>=111111= -iiii gill_= 111lli�_•_. 1UNDER,, . •�� LO 1 •ice sa�r •sr �i♦ •it. •� • .1 � I ` �—��.�-.� �„ �'��/i•��'���! R •� 1 COMPACTED RUM. 1'; IM 1; 'N'1 COMPACTEDSUBGRADE FREE OF ORGANICS TO 957. DENSITY V=0 PUM 34" A14D 34". SOURCE: VA, DSWIC PIATE 3.09-1 SOURCE: VA. DSWC PLATE. 3.20-2 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF 791 MAUI= Ci- DIAII[IM MIT MIT I' N;I- TYPICAL • 405-05 ' 1 1 PAVEMENT1 b fl LEGEND EXISTING FEATURES EXISTING EDGE OF PAVEMENT EX EP EXISTING EDGE OF GRAVEL EX EG EXISTING CURB AND GUTTER EX. INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR EXISTING SPOT ELEVATION EXISTING TELEPHONE LINE EXISTING SANITARY SEWER EXISTING ELECTRIC SERVICE EXISTING GAS LINE EXISTING STORM SEWER EXISTING FENCE LINE EXISTING DITCH LINE EXISTING WATERLINE W/ TEE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING REDUCER EX CG-6 46 50 X 50.0' Mn EX. 15" RCP EXISTING TREE DRIP LINE PROPOSED FEAI TURES ®Te EX. FH PROPOSED EDGE OF PAVEMENT PROP EP PROPOSED EDGE OF GRAVEL PROP EG PROP. CURB & GUTTER PROP CG-6 PROP. REVERSE CURB & GUTTER ZZZZZP,,q G_ PROPOSED CONTOUR 50 PROPOSED SPOT ELEVATION + 2221 PROPOSED STORM SEWER _P1410P. 24" ADa rat PROPOSED SANITARY SEWER PROPOSED TELEPHONE PROPOSED ELECTRIC PROPOSED GAS LINE PROPOSED WATER LINE PROPOSED WATER METER (D1 VM PROPOSED FIRE HYDRANT G8a PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES EASEMENT LINE PROPERTY CORNER FOUND Q PARKING SPACE TOTALS 12 ADA HANDICAP PARKING STALL, SIGNS SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIEER a LIGHT POLES LOCATION OF TEST PITS EROSION & SEDIMEAVT CONTROL FEATURES INLET PROTECTION lP OUTLET PROTECTION ®p CHECKDAM ® CO DIVERSION DIKE SILT FENCE W/ WIRE SUPPORT SILT FENCE W/O WIRE SUPPORT SEDIMENT TRAP ®r I CONSTRUCTION ENTRANCE FCSA CONSTRUCTION 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 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 The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) the developer/contractor must: 1. make application and pay deposit. 2. mark the tap location. 3, coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and Install all water meter through 2" In size, It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed. a) The meter box, with its frame and cover, must properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 " d) All components of the meter box assembly shall be /n 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 %'IF 3/4 ", and 1 " water services. d) For all 1 1/z " and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will 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 fire service meter assembly and a backfiow 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. 12, FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and backf/ow prevention devices, and approve the designs and materials. GENERAL NOTES 1. Permits must be issued from VOOT prior to any construction in a public right -of way. 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working In a public right of way, 3. The contractor will remove 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. 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions. 10. The developer /s responsible for the relocation of any utilities required by this site plan. 11, All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. 12. All controlled fill must be compacted to a minimum of 95 % density following Method 'A' of the Standard ProctorASTM-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. Ali utilities shown on this plan are approximate locations and not all utilities may be shown. 14. The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end of each workday. 15. An approved set of site plans must be on -site during the construction process. 16. The contractor will notify all utility companies prior to excavation within easements, 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days. DEPARTMENT OF INSPECTION L NOTES 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 (Storage) and the International Building Code/2003. Other codes that apply are ICC/Ansl All7.1-03 Accessibility and the Usable Building & Facilities. 2, The requirements in IBC 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 IBC. 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 ICC/Ansi 11 Z 1-03 and meet requirements of Chapter 17 of IBC. 4. Maximum slope across handicap parking stalls shall not exceed 2 %. 5. A greas%il seperator shall be installed if a floor drainage system is installed within the repair area. 6• The 2003 International Building Code can be utilized for building design. FIRE MARSHALL 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. NAME CERTIFICATION #: EXP. DATE 1. The Responsible Land Disturber Is that party responsible for carrying out the land disturbing activity asset 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. WWWWAMMAVA VI, 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 (VOSH) Rules & Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VOOT's Work Area Protection Manual, Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VOOT Road & Bridge Specifications. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, Including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity, VDOT approval of these plans does not Indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6, Prior to Initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. PROJECT INFORMA TlO V7 If required by the local VOOT 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 Owner Deve/offer and VOOT prior to initiation of work. Parke Center, LLC Parke Center, LLC PO Box 180 PO Box 180 V8. The contractor shall notify the local VOOT Residency Office when work is to begin or cease for any undetermined Hamilton, VA 20159 Hamilton, VA 20159 length of time. VDOT requires 48 hours advance notice prior to any required or requested inspection. Phone - (703) 609-4304 Phone - (703) 609-4304 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 Prooerty Data Building Setbacks Per Code Proposed Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project Tax Map Number 75-((A))-2D Front: 35' 51' shall be maintained through construction, The Developer shall have, within the limits of the project, an employee Address Prosperity Dr. Left Side: 0' 30' certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who Area 1 acre Right Side: 0' 72' shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and Zoning B2 Rear., 0' 51' operation, Defic/enc/es shall be promptly rectified, Legal References Inst #040014624 Parking Setbacks Per Code Proposed VI 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of Front: 5' 24' construction, Proposed Use Ofl`Ice/Recall Left Side: 5' 5' V11. All water and sewer lines within existingor proposed VDOT right-of-way shall have a minimum thi six 36 p p 9 y HY- ( ) Zoning Data Right Side: Rear: 5' 5' 51 4 24' inches cover and when possible shall be installed under roadway drainage facilities at conflict points. Open Space Minimum 15% = 6,534 sf V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered Open Space Proposed 24% = 10,296 sf Use For Parking Unit Space per Sp. Ft during the course of construction shall be Immediately brought to the attention of the engineer and VDOT. Work F.A.R. Maximum 1.0 shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VOOT F.A.R. Proposed 0.19 Retail 8,400 1 per 200 sf V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VOOT representative prior Building Data to placement and fill. Where CBR testing is required, a VOOT representative shall be present to insure the Type of Construction 2C - Metal sample obtained Is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VOOT and Proposed Use Office/Retall that testing shall be performed in accordance with all applicable VDOT standards and procedures. Proposed Area 8,400 sf V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) Height Maximum 35 feet inch lifts to 95 % of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus Height Proposed 20 feet 2 % of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VOOT, density tests shall be performed by a qualified independent agency in accordance with VOOT Road and Bridge Specifications. Certlfled copies of all test reports shall be submitted .to VOOT daily, unless specified otherwise. Sign Data Freestanding Sign Area Allowed 100 sf V15. VOOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by Freestanding Sign Area Proposed 100 sf VDOT. Sign Height Allowed 35 feet V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VOOT Sign Height Proposed 35 feet minimum design standards and is the responsibility of the developer. Sign Setback 10 feet V17. Prior to VOOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VOOT's discretion, by VOOT basis following Contact Numbers on an account receivable 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 Engineering Firm: construction, Copies of all Invoices for materials utilized within any dedicated street right-of-way must be provided Montgomery Engr. Group, Inc. (540) 869-0308 to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. &rveving Firm: V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density Montgomery Engr. Group, Inc. (540) 869-0308 will be determined using the density control strip in accordance with Section 304 of the VOOT Road and Bridge Zoning Enforcement: Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test Department of Planning (540) 665-5651 reports shall be submitted to VOOT daily, unless specified otherwise. In addition to checking stone depths, a Site Inspections: VOOT representative shall be notified and given the opportunity to be present during the construction and testing Department of Inspections (540) 665-5650 of the density control strip. Erosion and sediment Control: Department of Public Works (540) 665-5643 V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VOOT Road and Bridge Sanitary sewer and Water: Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76, Fred. Co. Sanitation Authority (540) 869-1061 A certified compaction technician shall perform these tests Certlfled co /es of the test re orts shall be submitted to VOOT 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 (36) inches and larger shall be h explored below the o p bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation Is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of this plan shall expire three (3) years from the date of the approval letter. V23. VOOT 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. DATA TAKEN FROM THE L T. E. MANUAL 6th EDITION Loading Space: 8,400 1 per 30,000 sf Total Parking Spaces Required 42 Pr. Parking Spaces 42 # of Handicap Spaces Required 2 Pr. Handicap Spaces 2 # of Loading Spaces Required 1 Pr. Loading Spaces 1 �PLTH OF VI BENJAMIN C. v MONTGOMERY � No.030342 �4 �. ss1®IUA L. . Teleohone: Venzon (Jul) 954-6282 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF I Alleghany Power (800) 654-3317 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION Gas: Shenandoah Gas Co. (540) 869-1111 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE MISS UTILITY: 1-800-552-7001 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. Zoningeneral Notes Maximum 1. Exterior lighting will be provided by wall pack Environmental Existing Disturbance Proposed lights attached to the building & lightpo/es. Features Acres a Allowed Disturbance 2. All lights will be shielded or directed to prevent F/oodp/ain 0 acres 0% 0% glare on neighboring properties. Lakes & Ponds 0 acres 0% 0% 3, Outdoor trash receptacles will be in an enclosed sIx (6) foot fence. Wetlands >1AC 0 acres 0% 0% 4. This project will not disturb any environmental Sinkholes 0 acres 0°/u 0% features as defined by the Frederick County Natural S. W, 0 acres 10% 0% Zoning Ordinance. Retention Areas 5. The owner will be responsible for obtaining or Steep Slopes >159,61 0 acres 25016 ®% granting easements shown on this plan. 6. Easements will be recorded and copies sent to the Woodlands 0 acres 250/a 0% parties Involved. 7, All utilities that will service this site must be placed underground. APPROVALS SP 0 W o a c0 0 w "t� Ln IO a� 0 > C o E 0 a. oCD q) Ugjq) LANDSCAPING NOTES 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 health and free of insect e s larvae and disease. The plants shall have ample roots y g9 • p p and be well branched. The planter shall guarantee all plants for one year. ` o R '6�y ® o H ^� o ;y N 0 o Frederick County Zoning Administrator Date r�oa' �'; z,' ` * '� 5 - � � """ "" '� 1. Site Plan approval from VDOT will expire three (3) years from the date oftTie"a prdvalletber:-..... 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 3. Landscaper shall use shredded mulch in all planting beds and around trees, Tags from each plant will be provided 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is DATE: OCT. 13, 2005 to the owner, 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 SCALE: N/A 4. Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. shall be void, - Procedures and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans FILE NO. 405 05 County Planning Department. must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. SHEET i OF 6 _ zolkgr"' . Ri--J IjSE: Alj-'n 79—tt II " BEAN PROPERTIES, 7 `. INSTR, 0000 "03 ZONED: B RETAIL t, USE: OFFICE/ S : S i , J5 AJ f vc> 75—((A))-2KIT ACA FARM,. CREDIT, , VALLEY 13199 NSTR'0000 ,�-K Hl- f i 76l - 2N y` . _75—((A))— 6N's PROSPERITY , PROPERTIES, LLC - Ft INSTR• 040C 14625 , ZONED: B-2. - USE: ± s I �' , i i VACANT t i I If i F iv'j FLIO JLINEFLOW SEINE `� , ,� s ``TELEP(-1 � PEDE�'T�L , 1 n r << NDU I .4.>.M«..,.-.•_•r•Nld�i°n�'fi F'°F' __ -- 302.31_ �. -- :--- — s4GH j DIST. f 6001+ i Lo 1710 i IINFI (A. OPERATING_ ROW; S � 4 i 9 `y SEWEkTAP z 1 ; BY FCSA i g JEX• LATERAL ��59 SSMH I #`� RIM= 759.3' INV IN, 749.. TER, EASEMENT ---_S- aI 1! f I? NIBACK O� "''�•,._„mow f ' I r'iS#I � i � t T t�+,, I'�I--}s f'� I iI-1 4' I (- -- ,' I; E INLETf.�.=� . B2 ZONEDKING LOT "� # r }X, �, . , I�NV IN=7 - " USE: S 38—p4 ,, �... , .•'_ ;� �I.i� �f f; tNV OU- •"'�»' r f,- ```'ice\ j•,'// i i; � ==-=-�` • t � �I�HTF f�iST 450' .�• - w•, ■EIWLt_n rrr_ w LJCAa WHM CIFFERENT SEES CIF PIPL3 N+£ ENGWIfTERED, S PtC fF• YAN-IOLE *M lKLET III.I TS IN A[.i`r3RI5XNGE WITH TM PRPREZ R 79 APPI.T TO THOW TIMXFVREX SPECt1CD ON PLAM UR 4Rum NL'ENT GF PrE 1t f@QYE INYn iF CF ST AMIRE, YA1iiCLF OR CROP INLET E Tn BE FCFUM MO COMTRUCTED N ACCEIRM ICE WITH JPKI-AI3 9TAHOARO OR •3'ECLRL OR"NG. rE WMT 91iWM A9 OETALM HEREON IS TO CIDta9T OF A PCOTLMO MF]IENT COMTE W =WORMC TO IWft A3 OR OLNZ 91, O(CEPT TF45T EW Cr WPR6E AWNE6NTIE Mr DE UP TO Y' Il GPM7ER 1'MII WN56T OF 6TDW, SMKEN 8RXKK OR EN DCMRETE CR BfiCFIEIJ ftiiouG:: „r. •rr �.I rAr ,f P13-1 i IMM TO ELLIVATILTy OF R13-FMT OF Ld:RITEST FIFE, nr 4 iL.[FE TO ORM TO INYEW OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS °• I � TD INUE•RT OF N I • VVILET PIS a C& (IF H X. TIT£ BLFff FULL ff IF3-'T aJDOiN air LENJB OF Htal+ia 7RD14g1.t11� TIakE [F l}•E t10AR9E ISOCRECATL 9HA1L REL{1H F31i09EOJ, CUALS OF NnRT iWl" AS QIiOW IfKCN � FOR ES NPLE I'LM95E5 MILT- E" LWMiL OR DROP FILET 15 TO DE 'SMI FLI410UNJ_T TV BEST FIT THE f'AKMULFP MET IM DUTLET CCINFUJ;ATIDN AM FLDW UNE6. SEC ON B_8 PLAN METHOD OF TREATMENT IN MANHOLES REIVEVE STANDARD MIETHOD OF SHAPING MANHOLE & INLET INVERTS JD2 V'YAUN0. ('.EPAR7TNENT OF TTb NWORTALTM 10B.0a 1 75A—(i6))'B-4 VANCO, LLC OB 969, PG 1197 ZONED: 8-2 USE: MIN! —STORAGE 1O'x12' DUMPS1rER AD web' F NCE I ��`,..�.... P� 45'U7'15"E M • • .-w�.w..�.-.,.�. �..,.. �.,. 302�27'� w ..�.....-....,.��.,.. I �'w PQLE LIGHT TYP 3 PLACES �� b FH- --^z--e 17� ._ ^ .... .,._._.....,..�...._ ......_ _ - •. •.�.,.... i:s, .:..ze.. +.:>.:.`s .�„":•��^^s..^••rtc ".�..,^^..._..:.�.. • ao'�.��• � :=' .• �•:�,••-arz��..� �m.,.••�M.,.•.,.».,»._ .mamt�.�:a...,:c ..a.,»•.-•..« ....._.".._..,....,- «..........��,.Z.'s�.��_ . I I --- M1,".w.y:.•yl��ae.�•-�vr�._..,me"""s..",,. µ "`xx�:�.a�..•,,.�..^ -......_.»:cam,.: ..�.�:.w....»� ......._...-..._...,.._., ».,......«.. •�" �� .`.- _...«.._........,,.., _.�.;.4..,......•...,. ..,,.,�: J.,.,..._..,.. 75—((A))-21 REPTIDE, LLC 61 �'?•_�-b- I INSTR• 0100143 s Use.EDENTIST } '�I s r; GENERAL L 1£TIM 'SW FIPE NEMW *HILL DIE VSFD FOR POLL TTPES OF PPE CULYETR3 WITHIN THE FU'PLILYALE HEILNfr OF UMER RFME f$PTED IR THE WTJ WARD PC-1 THLLES U14LE9S PT EMIE NOTED ON TFE PLN4Fu I' N . HBDHT Or ODtitFR LEA umn rRDN TOP CF MILVIRT TO FINEI-Fb WJ43E- 3- p - EItGhYxim Ptm Ali *rFAm 4N Pu4n QR TO rrm mnm6m SAIL, GIRGULAR' PIPE 1. D - OLITZME CIALETER IF PIPE. 2. d - MOE 0I4= CF RPE, a. K - ■QTH OF CLA99 1 SACKFLL WMETRIAL El_YOND THE EXTRniTT OF THE PPE. i • 1P' W ESE d 19 L® IRM .39'. Y 1J3� WHEW- d 19 38r MJD CRFbTIR 4, WHERE PFW:'iED ITS THE EMNEiR, NE179M MATT EAL fMT It ELIY 110 FUR NOFNAL EARTH FQWVf nGM UIUER ROUTINE ENTRAKE PIPE aDW PT F1, ZTIC PFIE3 W' AFD USE 11 ULAIEZER 1NTH M947 DF W4ER V DR I 5. REDLLU BACKFLL WiVEML MAY EE LWDD N LIE1I OF CLASS I I DKTI L NATEFOL FOR AU_ FOL.MUTTOU rIPES FOP FMLITUE ENTRANCE Pf'E EXCEPT PLASTIC PIPES 10" AM LCi+:i IN PLARCTFR wm "09tir or 04YLLt TO' OR LESS, f, NL� �L4T�4RI„A CLASfiPI BABf¢LL.. _ N j�A1 WN EE ELMNATEO FOR SMULCER ELLIPTICAL PIPE L 31 - CUTSUE !BPA4 OI EMON OF RFE. 2. 32 - MOE SPAN ME213M OF PIPE. 3. R - DUT'• DE WE 06f119MCN 9F PE- +, K- ■M OF CL AN 1811L11(F111 4LILTF3E,°L sETS>,^D THE F THE PI E7(1f>f7tTTi O P, E 16 LESS 7HM 3B'. Ic - 1/' u4E7E 16 35' AND QRIEA Ti A. WHERE Ot$L'f11] B7 Ttf: NEER. BECOM MTEYM MY BE ELMUTF3, FUR KMJAL EARTH F10Lt'JCIA714M LIMER ROLITIFE EN7RRAE PIPE WHERE 92 B -W OR Lm RO R106YTf Or GOYCR 1VOR LEM F. REMLP:R SP6CULL NATERL%L P&W lE WSW p LIEU OF OLA65 I WZKFTLL NATERIAL FOR ALL_ FOLFWTION T'IPES FOR RIOUTPE ENTROACE PPE VIUM Eg E 351 OR I= RD FfESfT OF rMER W DR LE99< PIPE ARCH 1. R4 . n911AN ClImEi ill Or FM 3, 9 6IFFi,''-1MI E7RPAPPIXMLE PFE YATENAL d. K - INUM OF CLjM 1F340IFILL KA ER1AL. FlE-v W THE EK7RiENM OF 7W PPE_ r - TP' W'1^EFE 3p M LEM THAN SB'. s - 19r WHERE 9i: 19 381 AMU CREATER 5' WHERE QIRIXW LIT THE EIMNEER. REOOPA IAATERLtL MY BE ELMUA-W FUR NUMAL EARTH FW413 DM UNDER RCIIDNE EN PAM E PIPE TIHERE 9* B W" OR LESS AM HEICW OF CDLER Ed OR LEM. 6, REaLAJR SAWI.L NATERK MAY BE USED IJ UELI OF t AS9 I BIAi:K U NATERPII FOR PLL FOr•PA°1TMN T TPES FOR FW,ITIJE EMTWMW PPE LAME 5 R 47' OR LM MV FEIGHT OF COVER V DR LEM INSTALLATION OF PIPE CULVERTS AN© STDRN SEYVERS IK t FvEPA.1lF4 GENERAL NOTES 3' 10.Oa VIRCLIA DEPARTMENT OF 7HAlt9PDRTATIOH M3 NO PROJECTION OF PIPE ABOVF GROUND LIWF .' . .. CF FILL? . '—I1�f1�11�11=� -'^" .i'��,,+f�ll 11�11=1 —11=11=1 .af""s:�� -•r ifs 11=11.= _II=�KXX� `4yz it 1 111' Li IIIFAMH • t h . 1 II��//.�. Il�ll�r'--"-�•:•�`^�'- it /I�tl, �l =ll=J -� Jl u ��� rrr �IFllflll I • ".usI� IIIq�1:�11�i1� ^-- 11 - IhIICI 11=llPJ J1=ll _�I•�� 'iM��ll �, �� ''�:II ° 1 1: ` �;�;` /.•O it r..• � I ` •.•c..• ..•.II I�':.a;. -; •• c ! .•.• it ...• i•: MArERIAL :alp :ail wrkt 1 FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUTPBLE MATERIAL 11111 r 1110 r ► ,My rt— {frfY _!_,•P+rN�1!ll4kll%I•{f!'i11„ R�•rIX el1.fM Xr. - �'f 11!'.1'1T�!! � I%•r �1 _ - - � r rr s ♦ � r•�'If' � XA i r►I �• - �� - • • • .:+ice + - ,• • , P• O •► , '•'• t.:.:,.•...+.. lPll='lIF1 FI — �11-11- �I� 1�11�11�J^:.....+:.. :•..tl !• 1�i�/////mil' .r .. ..:.� /:.. _ rpr�rrniirei4 _. X11 %���� III u • r r r • 1 `il- _ =I1 r ' IIr•,1W Efts11�11 �11�11�11�11�11 a. • r • : ar r Ir r Kill IRS •r f / 1 sr .• INSTALLATION OF PIPE CULVERTS AND STORM SEWERS LL 0 LL Wco(0 co Lo O LO LO W� 8 jrli 3 o E �� oFEO 0 a � E rn 0OD 8 -3:. W 4 ,� Q � . W W� W o U � o Lu CL uj a � W W U� Q YLC m v- Q Ll, O J Q Z Z g V7 Seal Signature CZ Al PLT H OF lit p W c �2 • BENJAMIN C. y W In Ln 19 MONTGOMERY Q U) o No.030342 --"ON O E�G� NA L DATE: OCT. 13, 2005 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR FILE NO. 405-05 CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, SHEET 2 OF 6 e EROSION AND SEDIMENT CONTROL STANDARDS ER I I T COAT TI VE T-DI-E M 2 CG-8 O 1. L LDCAnoN OF HOLE TO VAR)' IMn-I TYPE OF INLET NOTES: (70115TRIX71, H= WWr BE SHFT® RIGHT, LEFT 1. Permanent or temporary soil/ stabilization shall be applied to denuded areas within seven days after final grade is L THIS ITEM MAY DE PRECAST OR CAST IN PLACE. QNT�B_ PLACE. a reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas Protect Description 2 COOORET FTPREIE CLASS A3 IF CAST IN PLACE, er_ - that may not be at final grade !but will remain dormant for longer than 30 days. Permanent stabilization shall be 3. COMBINATION CURB & CUTTER HAVING A RADIUS applied to areas that are to be Jeft' dormant for more than one year, Of 300 FEET FOR AOR LESS S RACIAL 1 LONG AiI E OF CURB) SHALL This site is located in the Valley Ind. Park on the north side of Ebert Rd. The GBE PAIDUTTER, 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment purpose of this development for the construction of 66,750 sq. ft, of buildings FOR USE WITH STABILIZED OPEN -GRADED y trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil to be used for offices and warehousing. This development also has parking and DRAINAGE s�RYo ` ER eE SUB&ASEi T os` xLEI t stockpiles on site as well as borrow areas and soil intentionally transported from the project site. drive aisles for access. Upon completion of Phase I the parking areas and AND TO THE DEPTH OF THE PAVEMENT. 5. THIS CURB MAY BE USED WHEN bulld/ng pads of Phase II III and IV shall be used for construction storage PEED w 4Q MPH DR LESS L Zile" X ZWN' x IfB' rsALY. ON RURAL HIGHWAYS AND N5 MPH OR ) �- DOWEL THROAT 5EP[RJlIII Y 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent lots. ,' R ON R DEVELOPED AND ss SUBURBAN OR CHAI9ER IF cAST CR PROVIDE AlTEAIlirE YDDT yl RECOMMENDED MINIMUM HEIGHT CHART RECOMMENDED MINIMUM HEIGHT CHART PIK SEE DREMSim CDON:FETE PPEI Ie" a-- aa" 27" SINE•• r-T' W N M M Cl 94 0)o Co (0 CO 00 � o v PM vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to EEXXCEEDED STANOARD DESIGN-77 5 REOUIREO. i'- �g � � a� SPEEDS MEa�aD D YET}!®D of nrE�.oac suiv/ve and will Inhibit erosion. Existing Site Conditions D ® NOTES o 4. Sediment basins and traps, !perimeter dikes, sediment barriers and other measures intended to trap sediment shall '� t SEE GENERAL NOTES -PRECAST FDR ADDITICnAi DETgLsZbe constructed as a first step in an land -disturbing active and shall be made functional before upstream land The lot Is undeveloped and vacant. 6" PLAN a conR BETE TO aDDD PlRNipN(a� FL > disturbance takes lace. D • ' D D , ' D �� o :-) D p P Y 9 activity P r.r 3. REINFUNIN3 STEEL IN ADOORDA80E WITH AST"15, r.p� ° , ° , rl, 06EN910f+t$ BFIORTd ARE ISINNUY. AlCTW'L dNFJlsgn4 YAY VAR!' 1A1TH E Adlacent Parcels T' M"FX-IRE& a a� E G A G U $ 5. Stabilization measures shall .be applied to earthen structures such as dams, dikes and diversions immediately after 56 FOR DETAM OF FRAME NO CWTE SEE STANDARD DF2A, B, a CD ° .. . 1 ki Installation. The area to the ease is a site development contractor shop/office/yard. The e, vul REnFull Ill To In com=s rNRom .am, DO area to the north is presently a vacant field. D D D ^ - D�--`-D _---_ THE 80TTOM OF THE CURB AND i , • M T. 5T"ARD 5T-157EP5 HOT REQIl IN THis TDP ul r C 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be CUTTER MAY BE CONSTRUCTED z 141 a uLA71AJD7 PARALLEL TO THE SLOE OF 4' 9•C dDIW TPU+GT�hI L 2y®° X 21/y" , Ill OALV•_ served by the trap or basin. 6•' 2'•0" SUBBASE COURSES PROVIDED A lama T" 2" Soils NNIMUM DEPTH OF 7" I�ALV. �' _ L sift' Y 2yp' r Yf' CALM. IS MAINTAINED. �S® a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap THIS AREA MAY TTE C�ICRETE ®' c c �P �- shall only control drainage areas less than three acres. The soils types determined from the USDA's "Soils Survey of Frederick CountyAT THE OPTION of THE CONTRACTOR C-e JwPRO H :; ., ., MUTTER 4J, I, • • . ;r, VA" shows Carbo-Oaklet rocky silt /oams classlfled as #6C. This soil Is _ , ID' G ' . �• �° C-I: " `- ---TJ :•' b.Surface runoff from disturbed areas that !s comprised of flow from drainage areas greater than or equal to three predominately yellowish brown silt /oams over bedrock and offers 'severe' Reverse Curb: 1 -1 Down Y I-iII {�6. p�1 = 39 r • - +. 2' a' H INDICATES AMA 3 '+ d H acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic erosion hazards. .: .'t' �" MN 6'' k re DE c�,�rE TL yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin BE PDu7L]? In PLACE ; t' ee POURED In PLACE during a twenty-flve year stornn of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to Erosion Control Program ME45 PR EF' DOWEL TOLES X all 0 - JO E e'PLACI t FOR JH4 S( ®u ODViEL3 '..' •• ::'-.' •p' �a 9TAlDARO RIgR � a bare earth condition or those! conditions expected to exist while the sediment basin is utilized. UNT" I , �-f a- 4 e Erosion and Sediment controls shall be installed prior to disturbance. Maintain a z`a„ x�o 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to controls and stabilize upon reaching final grade. SECTION A -A SECTION g-B ALTERNATE SECTION B-B be eroding excessively within owe year of permanent stabilization shall be provided with additional slope stabilizing SPECIFICATION M 5 QR8 AND 6BfTER7 (FOR USE WITH t,R-7 CURB PM 13UTTERJ measures until the problem is corrected. REFERENCE General Erosion and Sediment Control Notes (VESH Table 6-1) i0s COMBINATION 611 CURB & GUTTER 93fi91iaC�A� 8. Concentrated runoff shall nat flow down curt or fill slopes unless contained within an adequate temporary or 502 VIRGINIA DEPARTMENT OF TRANSPORTATION lo,.O3 ,� ST Nat RD PREC1 T TOP UNITS permanent channel, flume or slope drain structure. ES-1, Unless otherwise indicated, all vegetative and structural erosion and 302 VIRDIhM R7EPAIMMi7�r C1 TxAnsraRranaH '� sediment control practices will be constructed and maintained according to 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. minimum standards and specifications of the Virginia Erosion and Sediment CG•„ 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment 13-10-2 wERP Ha1F cgs l � Pas �fl� WETP HOLE cNT R,Eo'06R cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. Control Regulations. ES-2. The plan approving authority must be notified one week prior to the (# I A-1 is A,"` APPROACH"°"'"E ''. 11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection (RADIUS To � As I I • re -construction conference one week prior to the commencement of land SHOWN ON PLANS) C C VARES I VNMES and any required temporary or permanent channel lining shall be installed in both the conveyance channel and P P - - , - - I I aln, Fr. FOR 1'. receivingchannel. disturbing activity,, and one week prior to the final Inspection, - - IRAOa7S TO BE AS ® STEPSICAS RECI'l 94" ES) H RACML T SHOWN ON PLANS) N ILA. FT. FOR ctme AND PUTTER _� i PotViHaLbRH ALTERNATE JOINT 12. When work in a live watercrourse is performed, precautions shall be taken to minimize encroachment, control ES-3. All erosion and sediment control measures are to be placed prior to or as - _ _ j - , .• . DETAIL .. . 17. sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodib/e material W `K"Ss I� : " - -� :` :. � ''' ' � P 9 P 9 the first step In clearing. SIDEWALK I ® i . = CONCRETE :' T shall be used for the constructllon of causeways and cofferdams, Earthen fill may be used for these structures if 6 i 'A OPTIONAL 6. 7 6' �-- armored by nonerodible cover imateria/s. S-J ---- i -- ES-4. Acopy of the approved erosion and sediment contra/ plan shall be E)P,,,,�) ,�,,, EXPANSION JOINT tilSECTION C-C 8-1 WI Ill X W.5 warm maintained on the site at all times. - _. WIRE FABRIC DR ElOUNA.ENT NiEA 13. When a live watercourse mwst be crossed by construction vehicles more than twice in any six-month period, a NOTE, W93TTHHOWN a TYPICAL SECTION. A ,� MAINLINE ROADWAY MONQLITHItr 2"-.1 j+2_L temporary vehicular stream crossing constructed of nonerodible material shall be provided. ES-5. Prior to commencing land disturbing activities in areas other than . °P0Q18 Y 14. Al/ applicable federal, state and local regulations pertaining to working In or crossing live watercourses shall be met. indicated on these plans (including, but limited to, off -site borrow or waste PLAN VIEW ® coNSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. D + _ 2Y areas), the contractor shall submit a supplementary erosion control plan to the 1 WHEN THE ENTRANCE RADICANAIOT /6000ATE 15. The bed and banks of a waiter course shall be stabilized immediate/ after work in the watercourse is completed. owner for review and approval b the plan approving authority. ® THE TU R04 REQUIPE ENTS OF ANTICPATED HEAVY D_2 Y P PP y P PP g ty TRUCK TRAFFIC THE DEPTH FOR SIDEWALK 5 CURB TO•PARNMIC CURVE RAMPS WITHIN THE LIMITS OF THE RADUNSHOU.D BE (10'TESa ® INCREASED TO 7". DOGHOUSE WITH FOOTWG 16. Underground utility !Ines small be Installed /n accordance with the following standards In addition to other applicable EDGE OF SHOULDER OR L ® -- D crlter/a: ES-6, The contractor iS responsible for installation of any additional erosion opwmill FLOW LIE - - - - ^ _ ` - - D WHEN S7'0. CG-11 a USEO FOR ENTRANCES BULT 1. SEE CENERAL NOTES FOR ADUITIO NAL INFORMATION ON WEEP HOLES,STEP REQUIREMENTS, control measures necessaryto prevent erosion and sedimentation as determined MAINLINE ROADWAY - INCON.A)NCTICNIUIU. I %WIN VDOT PROJECTS, PLEASE H" FT. FDR YAN-D1.E51 DIMEA901Js. ETD. ®$ D NOTE THE FOLLOWING: 2. ALL 9ADE LINTS ARE TO IN ACCCRDPAJCE WITH THE REOutIEYENTS of AA6HT6 R1t8o by the plan approving authority. SLOPE CNHANCE >K* MA►ILTPE PAVEMENT SFNALL eE OONSTRUCTED a. No more than 500 linear feet of trench maybe opened at one time. 5.,"N. NO LrI. FOR STREET ._ '�-- o TO THE RAw LINE IEXtxPT ANv �eaRADE 3. oDMCRETE �IKL BE 4DGD P86 CONNECTION I STABILIZATION REWIRED FOR MAINLINE 0' DESIRABLE FOR COMIIIERCIAL PAVEMENT WHICH CAN BE OMITTED N 4. WHERE OFEWIll ARE R9gJFdEL FOR PIFE, THEY SHALL BE FORTED, DRILLED. OR r-EATL'F CUT b. Excavated material shall be laced on the uphill side of trenches. ES-7. All disturbed areas are to drained to approved sediment control measures ENTRANCE THE ENTRANCE.) A13 APPIll IT THE ENO! EER. THE CONTRACTOR SHALL FURNISH THE FAS ICFRDR WITHp p PP THE AHCLE5 BETWEEN Crhl Ull THE Ill O.E"VAT10Fdi,. AN THE 5129 CI ALL PIPES TO SECTION A - A RADIAL CURB OR COMBINATION CURB ENTER TIRE RIINHOLE. HOLM ATE TO BE A k11111LM OF 4' TO A MAIMUM UP 8' LARGER THAN at all times during land disturbing activities and during site development until 'A AND GUTTER SWILL NOT BE CONSTRICTED THE LN DFA►ill OF TX w6pa £ll PIPE c Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device or final stabilization is achieved GUIDELINES FOR GRADE CHANGED REPLACDEMENTR�PO�SES KEPT FOR a mumm m BHDIITI AM WMAIN ALTILM IRYENSIDN3 Ill VARY WITH MWrACTUiER DIMENSIONS A T SUGGESTED MOLUTE a MNMUM MDIIW YAK. PPE 573E k' 4" * HE 35' 4• e' In, 21, 49" W 13' 24• 27' Ill W IV awl 72" Q. of 408 Y4" r BC' �• both and discharged in a manner that does not adversely affect flowing streams or off -site property. WHEN USED N CONJI ANCTION WITH STANDARD TTt 'a" Is 11X7MMAL CIMAEIER. DEPTH "FG' OF 39' DIMVER SASE UNIT RE8TRICTED ENTRANCE VOLUME DESIRABLE MAXIMUM STANDARDCIS TO BE ACull DJUSTED TO MTATTCCH THE 7, N THE EVENT THE INVERT OF THE GJTFALL PIPE i HM40 THAN THE IDTrWA OF THE F,TRUMVI R6, TO VA" MAKIll ES-8. During dewatering operations, water will be pumped into an approved MOUNTABLE CURB CONFKFMItAIM. THE INVERT iP' THE STI&CTURE SHALL W SImPm �TM CEMENT MD11TA8 Ta PREvEw 9TANQN® p�IE 7HRAGFy}1 PPE DUT.TDIE PPE ENTERING ANJ o! Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote HIGH (MORE THAN /Soo VPOI 0 s 3 s DR P101 OF WATER IN 7NE $TRI TURF DINE PIPE EMT NO STR UMTUtEI filtering deVlce, scE sTAIOARD cc•rt raR cTIRa RAMP �sKxl stabilization. MEDIUM 4500-1500 VPO) 53 3 e It To BE USED WITH THIS STANDARD, e. %ff rjD aQV T OFF Mi)RDYA4.. LOW (LESS THAN SOD VPD) S 6 Z 0 A •,R,' PLANS ARE TO BATE THEN CONSTRUCTION OF eRkNT9 ARE T BE 8FJ4LED VdITH O-R �94 iJR BUTYL RUB A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE e. Restabilization shall be accomplished in accordance with these regulations. ES-9. The contractor shall Inspect all erosion control measures periodically and DRAINAGE ACROSS THE ENTRANCE. after each runoff -producing rainfall event. Any necessary repairs or cleanup to = CV0G5U TIM 1)� P OF WATER. .Cr. f,Applicable safety regulations shall be compiled with. maintain the effectiveness of the erosion control devices shall be made � � immediately. UI Q 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the SPECIFICATION METHOD OF TREATMENT- (n Q transport of sediment b vehictular tracking onto the paved surface. Where sediment is transported onto a paved or REFERENCE P Y 9 P P P Frederick County Mote: CONNECTION FOR STREET INTERSECTIONS V. �'�°" public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed The Public Works and Engineering Department will retain the right to add to or S02 AND COMMERCIAL ENTRANCES RE STANDARD PRECAST BASE UNITS ' J from the roads by shoveling or- sweeping and transported to a sediment control disposal area. Street washing shall be VIRW9A DEPARTMENT OF TRANSPORTATION >o, �, modify these erosion and sediment control measures during the construction Wil DEPARTMENT DF TRAISPCRFATTDN ao2 ® 6 ti allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well process, within reason, to ensure adequate protection to the public and M3-11 LQas to larger land -disturbing actllvltles, CZ w environment. 4. C4 18,All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or Q ti o 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 --�-- -®- LQ aC permanently stabilized to prevent further erosion and sedimentation. ti U •- ' 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion !r x r 3' MOW. 12:1 12:1 3MIN. ei Wfitsm"and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequencyCG-6 CG-6 AV~ Al storm of 24-hour duration in accordance with the following standards and criteria: � SWAMGV O W C Q OF ACCESSMIll_J JEA1, Kill NOW V PC Q �LC PC A09ffXW LM 768 768 764 764 � e STORMWATER RU OFFANALYSIS Existing Conditions Existing site is undeveloped. The following is an analysis of the existing stormwater runoff rates. 764 764 760 Features Areas (Acres) 'C'-factor CA Green Areas 1100 a30 0,30 CL AN -GUT 50 Cl MAX Rainfall Intensity 760 760 756 1-2yr = 5.30 in/hr 1-10yr = 6.80 in/hr 1-100yr = 9.30 In/hr Two -Year Storm - Q=C4I=(0.30)(5.30)=1.,59 cfs ®AD CULVERT Ten -Year Storm - Q=C41=(0.30)(6,80)=2,104 cfs 100-Year Storm - Q=04I=(0.30)(9.30)=2..79 cfs 756 89'1�12.4% 756 752 Pwo ued Condlt/ons 4' SCAR 40 PVC features Areas (Acres) 'C'-Factor CA Bulldings,Pavement 0.76 0.9 0.68 A ,� 752 0 Ill ® v 752 748 Total 1.00 Avg. CA= 0.75 \0 � oo' of L` T �t A Q > , NN; 04 jQ. Q Two -Year Storm - Q=C4I=(0.75)(5.30)=3. S8 cfs o J o Q. Ten -Year Storm - Q=CAI=(0,75)(6.80)=5,J0 cfs 748 748 744 --fow® m pvAll DralAvatil stol rnou'lwr ZdW - - 760 ~ NOTES: Q I 1. H/C SPACES MAY NOT EXCEED A 2X SLOPE. or 2. RAMP BUILT TO VDOT CG-12 STANDARDS. Y2 } 3. WHITE STRIPING SHOULD BE 3" WIDE. U BAND/CAP P KING SIGN DETAIL ` ; o ow To saw 4. H/C SIGNS TO BE SET 3 BEHIND SIDEWALK O � p 756 OR MOUNTED TO BUILDING IF POSSIBLE. Seal a Signature a a C � rti: C>; 752 LPL H OF o O O u BENJAMIN C. W En LF) I 748 MONTGOMERY I` Q k �O No.030342 dip Qp o N N �S`sjONAL E�� DATE: OCT. 13, 2005 - - --- ' 744 SCALE: N/A 100-YearStonn - Q=CAI=(0.75)(9,30)=6.98 cfs 0 20 40 60 80 100 120 0 80 160 240 320 THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 405-05 .5-1 SEWER PROFILE rl A COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 3 OF 6 ADMINISTRATOR PRIOR TO CONSTRUCTION. I I If I j f 4' MINIMUM COVER , 6® DIP CL52 1 1 <CQ Ill ► I i I j w ®W W� , { e a� �¢ ¢ J l _J a .J -i _J (4C3 in C + Ill � CD 0 + DIMENSIONS A T SUGGESTED MOLUTE a MNMUM MDIIW YAK. PPE 573E k' 4" * HE 35' 4• e' In, 21, 49" W 13' 24• 27' Ill W IV awl 72" Q. of 408 Y4" r BC' �• both and discharged in a manner that does not adversely affect flowing streams or off -site property. WHEN USED N CONJI ANCTION WITH STANDARD TTt 'a" Is 11X7MMAL CIMAEIER. DEPTH "FG' OF 39' DIMVER SASE UNIT RE8TRICTED ENTRANCE VOLUME DESIRABLE MAXIMUM STANDARDCIS TO BE ACull DJUSTED TO MTATTCCH THE 7, N THE EVENT THE INVERT OF THE GJTFALL PIPE i HM40 THAN THE IDTrWA OF THE F,TRUMVI R6, TO VA" MAKIll ES-8. During dewatering operations, water will be pumped into an approved MOUNTABLE CURB CONFKFMItAIM. THE INVERT iP' THE STI&CTURE SHALL W SImPm �TM CEMENT MD11TA8 Ta PREvEw 9TANQN® p�IE 7HRAGFy}1 PPE DUT.TDIE PPE ENTERING ANJ o! Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote HIGH (MORE THAN /Soo VPOI 0 s 3 s DR P101 OF WATER IN 7NE $TRI TURF DINE PIPE EMT NO STR UMTUtEI filtering deVlce, scE sTAIOARD cc•rt raR cTIRa RAMP �sKxl stabilization. MEDIUM 4500-1500 VPO) 53 3 e It To BE USED WITH THIS STANDARD, e. %ff rjD aQV T OFF Mi)RDYA4.. LOW (LESS THAN SOD VPD) S 6 Z 0 A •,R,' PLANS ARE TO BATE THEN CONSTRUCTION OF eRkNT9 ARE T BE 8FJ4LED VdITH O-R �94 iJR BUTYL RUB A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE e. Restabilization shall be accomplished in accordance with these regulations. ES-9. The contractor shall Inspect all erosion control measures periodically and DRAINAGE ACROSS THE ENTRANCE. after each runoff -producing rainfall event. Any necessary repairs or cleanup to = CV0G5U TIM 1)� P OF WATER. .Cr. f,Applicable safety regulations shall be compiled with. maintain the effectiveness of the erosion control devices shall be made � � immediately. UI Q 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the SPECIFICATION METHOD OF TREATMENT- (n Q transport of sediment b vehictular tracking onto the paved surface. Where sediment is transported onto a paved or REFERENCE P Y 9 P P P Frederick County Mote: CONNECTION FOR STREET INTERSECTIONS V. �'�°" public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed The Public Works and Engineering Department will retain the right to add to or S02 AND COMMERCIAL ENTRANCES RE STANDARD PRECAST BASE UNITS ' J from the roads by shoveling or- sweeping and transported to a sediment control disposal area. Street washing shall be VIRW9A DEPARTMENT OF TRANSPORTATION >o, �, modify these erosion and sediment control measures during the construction Wil DEPARTMENT DF TRAISPCRFATTDN ao2 ® 6 ti allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well process, within reason, to ensure adequate protection to the public and M3-11 LQas to larger land -disturbing actllvltles, CZ w environment. 4. C4 18,All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or Q ti o 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 --�-- -®- LQ aC permanently stabilized to prevent further erosion and sedimentation. ti U •- ' 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion !r x r 3' MOW. 12:1 12:1 3MIN. ei Wfitsm"and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequencyCG-6 CG-6 AV~ Al storm of 24-hour duration in accordance with the following standards and criteria: � SWAMGV O W C Q OF ACCESSMIll_J JEA1, Kill NOW V PC Q �LC PC A09ffXW LM 768 768 764 764 � e STORMWATER RU OFFANALYSIS Existing Conditions Existing site is undeveloped. The following is an analysis of the existing stormwater runoff rates. 764 764 760 Features Areas (Acres) 'C'-factor CA Green Areas 1100 a30 0,30 CL AN -GUT 50 Cl MAX Rainfall Intensity 760 760 756 1-2yr = 5.30 in/hr 1-10yr = 6.80 in/hr 1-100yr = 9.30 In/hr Two -Year Storm - Q=C4I=(0.30)(5.30)=1.,59 cfs ®AD CULVERT Ten -Year Storm - Q=C41=(0.30)(6,80)=2,104 cfs 100-Year Storm - Q=04I=(0.30)(9.30)=2..79 cfs 756 89'1�12.4% 756 752 Pwo ued Condlt/ons 4' SCAR 40 PVC features Areas (Acres) 'C'-Factor CA Bulldings,Pavement 0.76 0.9 0.68 A ,� 752 0 Ill ® v 752 748 Total 1.00 Avg. CA= 0.75 \0 � oo' of L` T �t A Q > , NN; 04 jQ. Q Two -Year Storm - Q=C4I=(0.75)(5.30)=3. S8 cfs o J o Q. Ten -Year Storm - Q=CAI=(0,75)(6.80)=5,J0 cfs 748 748 744 --fow® m pvAll DralAvatil stol rnou'lwr ZdW - - 760 ~ NOTES: Q I 1. H/C SPACES MAY NOT EXCEED A 2X SLOPE. or 2. RAMP BUILT TO VDOT CG-12 STANDARDS. Y2 } 3. WHITE STRIPING SHOULD BE 3" WIDE. U BAND/CAP P KING SIGN DETAIL ` ; o ow To saw 4. H/C SIGNS TO BE SET 3 BEHIND SIDEWALK O � p 756 OR MOUNTED TO BUILDING IF POSSIBLE. Seal a Signature a a C � rti: C>; 752 LPL H OF o O O u BENJAMIN C. W En LF) I 748 MONTGOMERY I` Q k �O No.030342 dip Qp o N N �S`sjONAL E�� DATE: OCT. 13, 2005 - - --- ' 744 SCALE: N/A 100-YearStonn - Q=CAI=(0.75)(9,30)=6.98 cfs 0 20 40 60 80 100 120 0 80 160 240 320 THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 405-05 .5-1 SEWER PROFILE rl A COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 3 OF 6 ADMINISTRATOR PRIOR TO CONSTRUCTION. I I If I j f 4' MINIMUM COVER , 6® DIP CL52 1 1 <CQ Ill ► I i I j w ®W W� , { e a� �¢ ¢ J l _J a .J -i _J (4C3 in C + Ill � CD 0 + both and discharged in a manner that does not adversely affect flowing streams or off -site property. WHEN USED N CONJI ANCTION WITH STANDARD TTt 'a" Is 11X7MMAL CIMAEIER. DEPTH "FG' OF 39' DIMVER SASE UNIT RE8TRICTED ENTRANCE VOLUME DESIRABLE MAXIMUM STANDARDCIS TO BE ACull DJUSTED TO MTATTCCH THE 7, N THE EVENT THE INVERT OF THE GJTFALL PIPE i HM40 THAN THE IDTrWA OF THE F,TRUMVI R6, TO VA" MAKIll ES-8. During dewatering operations, water will be pumped into an approved MOUNTABLE CURB CONFKFMItAIM. THE INVERT iP' THE STI&CTURE SHALL W SImPm �TM CEMENT MD11TA8 Ta PREvEw 9TANQN® p�IE 7HRAGFy}1 PPE DUT.TDIE PPE ENTERING ANJ o! Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote HIGH (MORE THAN /Soo VPOI 0 s 3 s DR P101 OF WATER IN 7NE $TRI TURF DINE PIPE EMT NO STR UMTUtEI filtering deVlce, scE sTAIOARD cc•rt raR cTIRa RAMP �sKxl stabilization. MEDIUM 4500-1500 VPO) 53 3 e It To BE USED WITH THIS STANDARD, e. %ff rjD aQV T OFF Mi)RDYA4.. LOW (LESS THAN SOD VPD) S 6 Z 0 A •,R,' PLANS ARE TO BATE THEN CONSTRUCTION OF eRkNT9 ARE T BE 8FJ4LED VdITH O-R �94 iJR BUTYL RUB A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE e. Restabilization shall be accomplished in accordance with these regulations. ES-9. The contractor shall Inspect all erosion control measures periodically and DRAINAGE ACROSS THE ENTRANCE. after each runoff -producing rainfall event. Any necessary repairs or cleanup to = CV0G5U TIM 1)� P OF WATER. .Cr. f,Applicable safety regulations shall be compiled with. maintain the effectiveness of the erosion control devices shall be made � � immediately. UI Q 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the SPECIFICATION METHOD OF TREATMENT- (n Q transport of sediment b vehictular tracking onto the paved surface. Where sediment is transported onto a paved or REFERENCE P Y 9 P P P Frederick County Mote: CONNECTION FOR STREET INTERSECTIONS V. �'�°" public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed The Public Works and Engineering Department will retain the right to add to or S02 AND COMMERCIAL ENTRANCES RE STANDARD PRECAST BASE UNITS ' J from the roads by shoveling or- sweeping and transported to a sediment control disposal area. Street washing shall be VIRW9A DEPARTMENT OF TRANSPORTATION >o, �, modify these erosion and sediment control measures during the construction Wil DEPARTMENT DF TRAISPCRFATTDN ao2 ® 6 ti allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well process, within reason, to ensure adequate protection to the public and M3-11 LQas to larger land -disturbing actllvltles, CZ w environment. 4. C4 18,All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or Q ti o 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 --�-- -®- LQ aC permanently stabilized to prevent further erosion and sedimentation. ti U •- ' 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion !r x r 3' MOW. 12:1 12:1 3MIN. ei Wfitsm"and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequencyCG-6 CG-6 AV~ Al storm of 24-hour duration in accordance with the following standards and criteria: � SWAMGV O W C Q OF ACCESSMIll_J JEA1, Kill NOW V PC Q �LC PC A09ffXW LM 768 768 764 764 � e STORMWATER RU OFFANALYSIS Existing Conditions Existing site is undeveloped. The following is an analysis of the existing stormwater runoff rates. 764 764 760 Features Areas (Acres) 'C'-factor CA Green Areas 1100 a30 0,30 CL AN -GUT 50 Cl MAX Rainfall Intensity 760 760 756 1-2yr = 5.30 in/hr 1-10yr = 6.80 in/hr 1-100yr = 9.30 In/hr Two -Year Storm - Q=C4I=(0.30)(5.30)=1.,59 cfs ®AD CULVERT Ten -Year Storm - Q=C41=(0.30)(6,80)=2,104 cfs 100-Year Storm - Q=04I=(0.30)(9.30)=2..79 cfs 756 89'1�12.4% 756 752 Pwo ued Condlt/ons 4' SCAR 40 PVC features Areas (Acres) 'C'-Factor CA Bulldings,Pavement 0.76 0.9 0.68 A ,� 752 0 Ill ® v 752 748 Total 1.00 Avg. CA= 0.75 \0 � oo' of L` T �t A Q > , NN; 04 jQ. Q Two -Year Storm - Q=C4I=(0.75)(5.30)=3. S8 cfs o J o Q. Ten -Year Storm - Q=CAI=(0,75)(6.80)=5,J0 cfs 748 748 744 --fow® m pvAll DralAvatil stol rnou'lwr ZdW - - 760 ~ NOTES: Q I 1. H/C SPACES MAY NOT EXCEED A 2X SLOPE. or 2. RAMP BUILT TO VDOT CG-12 STANDARDS. Y2 } 3. WHITE STRIPING SHOULD BE 3" WIDE. U BAND/CAP P KING SIGN DETAIL ` ; o ow To saw 4. H/C SIGNS TO BE SET 3 BEHIND SIDEWALK O � p 756 OR MOUNTED TO BUILDING IF POSSIBLE. Seal a Signature a a C � rti: C>; 752 LPL H OF o O O u BENJAMIN C. W En LF) I 748 MONTGOMERY I` Q k �O No.030342 dip Qp o N N �S`sjONAL E�� DATE: OCT. 13, 2005 - - --- ' 744 SCALE: N/A 100-YearStonn - Q=CAI=(0.75)(9,30)=6.98 cfs 0 20 40 60 80 100 120 0 80 160 240 320 THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 405-05 .5-1 SEWER PROFILE rl A COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 3 OF 6 ADMINISTRATOR PRIOR TO CONSTRUCTION. I I If I j f 4' MINIMUM COVER , 6® DIP CL52 1 1 <CQ Ill ► I i I j w ®W W� , { e a� �¢ ¢ J l _J a .J -i _J (4C3 in C + Ill � CD 0 + --fow® m pvAll DralAvatil stol rnou'lwr ZdW - - 760 ~ NOTES: Q I 1. H/C SPACES MAY NOT EXCEED A 2X SLOPE. or 2. RAMP BUILT TO VDOT CG-12 STANDARDS. Y2 } 3. WHITE STRIPING SHOULD BE 3" WIDE. U BAND/CAP P KING SIGN DETAIL ` ; o ow To saw 4. H/C SIGNS TO BE SET 3 BEHIND SIDEWALK O � p 756 OR MOUNTED TO BUILDING IF POSSIBLE. Seal a Signature a a C � rti: C>; 752 LPL H OF o O O u BENJAMIN C. W En LF) I 748 MONTGOMERY I` Q k �O No.030342 dip Qp o N N �S`sjONAL E�� DATE: OCT. 13, 2005 - - --- ' 744 SCALE: N/A 100-YearStonn - Q=CAI=(0.75)(9,30)=6.98 cfs 0 20 40 60 80 100 120 0 80 160 240 320 THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 405-05 .5-1 SEWER PROFILE rl A COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 3 OF 6 ADMINISTRATOR PRIOR TO CONSTRUCTION. I I If I j f 4' MINIMUM COVER , 6® DIP CL52 1 1 <CQ Ill ► I i I j w ®W W� , { e a� �¢ ¢ J l _J a .J -i _J (4C3 in C + Ill � CD 0 + GENERAL NOTES, N, THE DETECTABLE WARNING SHALL BE PROVIDED) BY TRUNCATED CONES. 2. DETECTABLE ►lARNRJG TO BE CLASS A•3 CONC;RETE (CLASS A•4 IF PRECAST) WITH SLIP RESISTANT INTEORAL SURFACE COVERING THE FULL WIDTH OF THE RASP FLOOR BY 2 FOOT IN LENGTH IN THE 1X1IRECTIO4 OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE' TRUNCATED DOLES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL O)F THE ENGINEER. 3. SLOPBdG 51GE5 OF CURS RAMP MAY BE POUREID MONOLItHICALLY WITH ROMP FLOOR OR BY USING PERV"EILE CONSTRUCTKON JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIRS CAN BE CAST ON PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE WALL BE CLASS A•4. S. REC RED BARS APETOTO BE NO.5 X 8" PLACEED PCENTER TO CENTER ALONG BOTH SIDE COVER P/RAw FLOOR, WD•DEPTH EDF RAMP FLOOR. NWIMUM 8. CURB I CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARC INCLUDED IN PAYMENT FOR CURD / CURB AND CUTTER. 7. CURB RAMPS PRE 10 BE LOCATED AS SHOWN ON THE PLANS OR AS DRECTED BY THE ENGINEER, THEY ARE TO BE PROVIDED) AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURIO REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED, OR NONEXISTENT. THEY (MIST BE LOCATED WNITHIN PEDESTRIAN CRbSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEH'ND VEHICLE STOP LINES EXISTING LIGHT POLES. FIRE HYDRANTS,DROP INL£TS,ETC. ACCESSIBLk ROWTES PROVIDE A CONTWOU5 UNOBSTRUCTED SEAESLE,FIRM AND SUP RE515T,AMT PATH CONNECTING ALL AICCESSIBLE ELEMENT OF A FACILITY THAT CLAN BE APPROACHED. ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY Of PLACED ON RADIAL OR TANGEMPAL SECTIONS PROVIDED THAI THE CURB OPENING IS PLACED WITHIN THE LIMITS Of THE CROSSWALK AND THAT THE SLOPE AT T11E CONNECTION OF THE. CURB OPENING IS PERPENDICULAR TO THE CURB, 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS Of' ANTICIPATED HEAVY TRUCK TRAFFIC REFER TO STANDARD CG-LT,COMMERC:IAL ENTRANCE (KAVY TRUCK tRAFFICTFOR CONCRETE DEPTH, 10 WHEN CURB RAMPS ARE USED IN CONJUNCTION( WITH A SHAR£0 PAT INSERTABLE SHEET A59 CG• 12 TYPE A PERPENDICVLAR -- 12:1 NA%,__ i TYPE B PARALLEL r 1211N0 12.1 uAX � 6'� X AT X .2" HIGHER THAN ,l EDGE OF PAVEMENT AT *YC , SAME AS TOT' OF CURB TYPE C PARALLEL & PERPENDICULAR THE MINIMUM WIDTH SHALL UE THE WIDTH OF 1THE SHARED USE PATH H, Lfi" 2.4" TRUNCATED DOME C•C O O O O 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 N + 0 0 0 0 0 0 0 0 0 0 0 0 Cl 0 Cl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q O 0 0 0 0 0 0 0 0 O D O 0 0 0 0 ry w � SOX •• 6S t OF OASE DIAMEIER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O 0 0 0 0 0 0 0 0 0 0 0 0.9" 1.4" VARIABLE BASE OIAWTER PAY LIMITS 4•MININUM. TRUNCATED DONE DETAIL DELECTABLE WARNING SHEET i OF 4 DE T All CG-12' DETECTABLE WARNING SURFACE A(TETQNCL SIKNCE IK REV.7105 GENERAL NOTES IQ$ 203,05 VAG"A DEPARTMENT OF TRANISPORTATTON 502 CG•17 INSERTABLE SHEET A59 PERWSSIBLE 1A� CONSTRUCTION rQ5 DOWELS. 8- LONG J04HT 4 0, 11 12" C-C 4' oU4 MIN. T7 !!' 1 10' 1 B _fix MAX + 8 TRUNCAITEO DOMES A SEE SHEET IOF 4 FOR DETAILS BACK OF CURB 1211 MAX. 40:1 MAX. 20, 1 SECTION A -A ///'''PEkAYS518L£ CONSTRUCTION JOINT SECTION 9-9 NOTE: FOR CENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET IOf 4. A 4' SQUARE LANDING AREA OUTSIDE OF TYPICAL, DESIGN ALTERATIONS TRAV LWAY SHALL X BE PROVIIDED WITHINTHE �Q CROSSWALK AREA. Y V1 �V Ix � � V VI III' A—TYPICAL PLACEMENT V �ISSWAA TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESCH 10) BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING UB" WIDEN REOWPED AT TOP OF CURB RAMP. MININUN CURB RAW LENGTH 13 FEET FOR NEW CONSTRUCTION„ 8 FEET FOR ALTERATIONS. SHEET 2 OF 4 "`�A1pN CG-12 DETECTABLE WARNING SURFACE PE•EN+EMGL 42 TYPIE A (PERPENDICULAR) APPLICATION NEW 7VD5 VIRC0141A DEPARTMENT OF TRANSPORTATION ?03,05A 768 764 760 756 752 748 2os�eo.8x 8' CH 40 PV "'� 96VI. 47. A w pq 0 m _I _i © V) 0 2 M ti 0 50 100 150 200 250 300 5D-2 STORM SEWER PROFILE 768 764 760 756 752 748 350 768 764 760 756 752 748 8' Xi f 40 PVC 12'e23,3% rnL N ^j ti4 co > 00 \0 I o ti I I RI A 0 5 10 15 20 25 30 SEE STORM WA TER ANALYSIS � SHEET 3 SEE E & S NARRATIVE ti SHEET 3 RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: EXP. DATE 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. 5))_g-41 ;0, LLC , PG 1197 ED. B-2 NI -STORAGE Seeding Schedule (per section 3.32 of VESH) 1.)Topso# will be spread at a minimum depth of 4". 2,)Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre), 3,)Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.)Seed mix will consist of 67 % Kentucky 31 Tall Fescue and 33 % Red Clover. 5.)Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. Seal and Signature ft LTH OFNJAMIN C. y MONTGOMERY 10No.030342 �� bb , c.�SSI �_O NAB DATE: OCT, 13, 2005 SCALE: 1" = 20' SD-1 STORM SEWER PROFILE THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, FILE NO. 405-05 SHEET 4 OF 6 Prune codomkant Prune rubbing or cross branch" Remove togs and A"s DO NOT pwne terminal . . leoder or broach Ups Prune narrow crotch OWN dr water spouts Prune broken bronchn Prune sudws Cut away all balorrg ropes 2 =3- mulch kept Remove top of wire bosket /noway fromtrunk W to r-oontotn !water j.•• .,• ` Brackfifl call • • ,• .: ; � f " PbrUaly backfol, rod water to settle ' Rjling lrolumroi» Arou for water Remove contakw and art ckcing roots H VIUMSOO& oontairw—growl . or be hrstallsd) as much burlap as possible if field -••grown Leave w9d sal! pedestal — do not 40g dedW than boll depth hole 2-3 tWw root bog width C TREE PLANTING DETAIL (NOWT TO SCALE) Prune out dead or b b,n� remora 0o toga: labels, aMny� �� eta from plan. r- much set top of root boo equal to or 1-2- oboes grade, trmove contdaer; use arp blode to rooks ur 1/4 = f - cub the r�Ur of boo and cut o 4- x on bottom of el, kaewr oampocted ob. CONTAINER GROWN SHRUB Prune out any deod y homb+nall branches. I- mulch Set top of root tall peq�u�o� to or 1-2 obov�e grade: r rape burlap cot ball DYg hole 2-3r times �_ wklU► of moot bQX. BALL & BURLAP SHRUB LANDSCAPING SCHEDULE Street & Canopy Trees Symbol Common Name Botanical Name Planting Size Height or Caliper Mature Height Fall Color Quantity RO Red Oak Quercus Rubra 2.5" Caliper 50'-75' Brown 9 PO Pin Oak Quercus Ellipsoidalis 2.5" Caliper 50'-70' Red 3 . DW Dogwood Cornus Florida 2" Caliper 10'-20' Red 8 Shrubbery & Groundcover Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height + LC Leland Cyprus Cupressus 3' 4' Evergreen 0 CC Cranberry Cotoneaster Apiculatus 24" Tall 4' Purple 0 lc:NCotoneaster BW Boxwood Buxus 36" Tall 4' Evergreen 40 LANDSCAPING NOTES 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 SHRUB PLANTING DETAIL I I owner. (NOT' TO SCALE) 4. Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting Procedures and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department. LANDSCAPING DA TA Interior Parking Lot Data Type of Vegetation Requirement Calculation Large Canopy Trees 1 per 10 Stalls 42110=5 Large Canopy Trees Pk Perimeter/40 = Impervious area Including building = 23,744 sq. ft. LANDSCAPING TOTALS Type of Vegetation Total Required Total Proposed Large Canopy Trees 18 20 Shrubbery 40 40 Groundcoverl 0 1 0 Seeding Schedule (per section 3.32 of VESH) 1.)Topsoil will be spread at a minimum depth of 4 2.)Pulverized agricultural limestone will be incorporated into the soli at a rate of 92 /bs per 1000 square feet (2 tons per acre). 3.)Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 /bs per acre). 4.)Seed mlx will consist of 67 a Kentucky 31 Tall Fescue and 33 o Red Clover. 5.)Straw mulch will be applied to all seeded areas at the rate of 3500 /bs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. 75A-((6))_9-41 VANCO, LLC DB 969, PG 115 ZONEO. B-2 USE. MINI-STORA Seal OAd Signature ' PVT OF Vl BENJAMIN C. y MONTGOMERY No.030342 c� �SSI�/VA L E�G� THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. DATE: OCT. 13, 2005 SCALE: 1" = 20' FILE NO. 405-05 SHEET 5 OF 6 r-general backfill METER BOX and COVER OD _ 'Jd• -1-t finished grade METER SIZE METER BOX METER BOX COVER j7lrench�,Mccfth reqed 1 2'• O Q �8 W 00 5/8'x 3/4`or 3/4" 18 in. Dia Non -Traffic 74M32CRG Traffic A32HH-T 1'24 in. Da Non -Traffic MC-30 Frame) WITH RML-1-T (T Lid Traff c MC-30 (Frame) WITH RML-12-T To Ld) concrete skid pad treated 2'x 4" with \\ \\ \\tr dia. scheduler steel / 1 Npipe filled wirih concrete me an, finished -TOW; 18' dia. x Tcleep ter box top 6" painted blu� and painted yellow 4' stone d cover All backfill to be compacted to grade V-11IIII&F finished N 2- 95% of ASTM D698 maximum id 24' ewaJk 5 It Valvco ie \ v v i ; Vfignri,saclhdeee,d • :... /•;:/, :f/. SEWER , .. pp fignirsandeed �u m: as .• aoupp11 rd general backfill general bacidill bottom section 01 BOLLARD DETAIL \ �,no ,8. 1" CTS polyethylene screw type at af . bacidill backfill location marker rr. ...I as required r\ to main finished stop joint rostra nis stone grade .AL 1/2 . •• O.D. \\/\• D. OppositeSide istone to screw type / CONCRETEcopper wire for line CconcrRte 6" —stone 61ADLE ....... •ARCH tracing, taped at 'ervaJs .rtf�lt� /� valve box locator marker . COPPERSEIIER —stone r-- to io zv —� -'-' - �Y (for valves 12 and larger) restr Intl :{:�:� •• .. Y meter Opposite Side Same Side 8orvaly s12"solid dlar block joint •rr size�.'Ir:'�" « 7::«::t »ir$:•. ti:ru 8" g^ 5/8"x3/4' VSHC72-18WD-44-44B4 VBHC82-10WD-44-44-B4 " „;r• �y .. .... �:.:Sr�� 1 �3/4' VBHC72-18WD-44-44B4 VBHCO2-18WD-44-44-B4 r '� :r�r;,»; - •t 24" select 1° VB C 4-15WD-4444B4 N - Nnta• this rlatait is nlm —ri Mr 1-tt-fly valvec '. r ••.:�r backfill - __. _._- ---- __ ..-, ._..__ ••• r•rare."r:•: R. f„ INSTALLATION NOTES: :tr,.�,«,�•'»?f� •..t�„ :.r':'r'• 01 1. Exact location of meter box assembly to be approved prior to installation. �.. .. •Nt .. y............ ;,,,,,; • ... ' Y . 2. Water service crossing street: ::% �• ....0 ..•.A......... :t«:.SSr::rA ::.•.: r :Lrrtrr.:..b....... • �, ng : L?•rS....rbL.».�SSrrr«A::rrrtS a) Encase in 3• diameter SCH40 PVC or SDR21 pipe. The piping shall run from one toot beyond sidewalk, across the mechanical pint ti ,r street, to one foot beyond sidewalk swivel tee wth b) Install 12 gauge insulated copper wire (for line tracing) from core. stop to into the meter box (wrap wire around Corp. e" branch stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. concrete SEWER CLEANOUT FIRE HYDRANT ASSEMBLY CONCRETE ENCASEMENT _19- SEP 05 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION ATE VALVE -'I O- SEP OS TRENCH & BEDDING -%- SEP Ob -9- SEP 05 -1- SEP 05 S T ONE CONSTRUCTION ENTRANCE TREAT WOODEN PANEL WITH WATER SEALANT. SDR 35 Spigot: SDR 35 spigot by R by gasketed SDR 21 gasketed bell 450 bend bell adapter z STOP SIGN RI-1 PA MM 3'�0'x30' " �1 1 e" ® EATER CLOTH a MKI IM"MNW BERM 9+ FILTER CLOTH SDR21 gasketed 3'minimum STOP SIDE ELEVATION (OPTIOML) EXISTING GRBIMD SDR 35 8" rx 4" pipe and fittings gasketed bell wye SCH 40 (DO1rN3TREAII VIEW) solvent weld cap �� �' property B wASHRACK COARSE AGGREGATE TYPICAL 6 TALL BY 8 WIDE finished Ili _T I DOG—EARED FENCE PANEL. INSTALL ON grade 18" FLOW '$j 34'X4'X8' TREATED POSTS SET 3** DEEP. PAM DUMPSTER ENCLOSURE FENCE I.---- 5 - �..� ---� g' MIN ~-� -- DETAIL I 1 1 location marker �' min, `V cover VBOT Bl I POSITIVE DRAINAt3E 10' NBV. stone «uRSE AGGRCGATE B ICE2-10 ACRES OF DRAINAGE AREA: cn Q 45° • MUST EX�m ROILL tN1M I � OF O AM11"1103PLAN VIEW J treated 2'x4•v+ith tr t�IN. e � ',� :f� 1=•L eti � ., 4' OF 3000 PSI � Q CONCRETE W/ FIBER tops"painted green " ```' `'• ` oC � 4' pipe at 2.00% 3• 4' OF 21-B COMPACTED W minimum grade • FILTER CLOTH TO 95% DENSITY Q CrV) O ( ) LL ti ,• ,,,•, MM. OPTTOHAL SUBGRADE FREE OF ORGANICS o • • •••• • • • •• (DO � a.oTH s r ) & COMPACTED TO 95% DENSITY LU Q V STOP SIGN DETAIL SECTION A -A � VDOT TYPICAL SIDEWALK Uj N.T.S. °-r COARSE E1AGGROUTE SECTION W In rj� • r • •' ':• i 8' OF 3000 PSI CONCRETE W/ U `'"�•'''�"'• WOVEN WIRE REINFORCEMENT SEWER LATERAL co �L FOR MAIN WITH COVER 15 FT OR LESS 8' OF 21—B COMPACTED -17- SEP 05 SECTION B-B BRI�u, CLAss I RIPRAP TO 95% DENSITY • em fm ow ft -1 SOURCE: VA. DSWC PLATE. 3.20-1 SUBGRADE FREE OF ORGANICS & COMPACTED TO 957. DENSITY Ir5' OF SM-12r5 TYPICAL DUMPSTER 3' OF BM-25.5 SECTION Z v A TEMPORARY DIVERSION DIKE SPACING BETWEEN CHECK DAMS o o 8' OF 21—B COMPACTED A c M� } TO 95% DENSITY dI Al L THE DISTANCE SUCH THAT POINTS Q z z �°_ Compacted Soil A AND B ARE OF EQUAL ELEVATION SUBGRADE FREE OF ORGANICS andSignatures > � �PIPE OU71Zf TO T=COMPACTED TO 957. DENSITY(,-,�eals a 4 DEFINED CHANNEI. 18" min. TYPICAL PAVEMENT TH O PLAN VIES/ --now p F O O - L l SECTION UNDER DRIVE AISLES, CEO AND e B LOADING AREAS BENJAMIN C. W o x 4.5• min•--r-•-•• M O NTG O M E RY �` o 'po No.030342 ' 2 OF SM-12.5 -v d 6' OF 21-B COMPACTED SECTION A -A N= CEM XU a or-r. >rsoao t m rsrRaoM TO 95% DENSITY �SSIONAL i DATE: OCT. 13, 2005 xorss: i. /►PRtW LIImtO MAY CI WRAP, QMM , ctwBtOx SUBGRADE FREE OF ORGANICS >� IL L = THR °V = z �x AS CALCU M & COMPACTED TO 95% DENSI T Y THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF SCALE: N/A Uauta PIATO &1" AM t3.I". SOURCE: VA. DS11C PLATE 3.09-1 9. d � i.t3 TIYEB TERTERD�[A7QWl[ 8'l+atE [!= BUT NOT: SOURCE: VA. DSWC pj,p�, 3,20-2 - TBAX 14 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION Source: Va. DS1rC SECTION UNDER THE FILE NO. 405-05 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE Plate 3.18-1 PARKING SPACES ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 6 OF 6