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HomeMy WebLinkAbout38-03 Lot 9 Kernstown Bus. Pk. - Office-Storage-Auto Repair - Back Creek - BackfileLEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL VICINITY MAP '• v 0 � .NOTES 0 M EXISTING FEATURES 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation SCALE 1 "= 2000' c? co o E? all requirements of the Frederick County Sanitation Authority. (VOOT) Road and Bridge Specifications and Standards, The Virginia Erosion and Sediment Control Regulations, W w � CO EXISTING EDGE OF PAVEMENT __._..._ __�.__.. _.___... _E_ _._..__. EX EG 2. The contractor shall coordinate with, :and arrange for inspection by, the Authority. and any other state federal or local regulations applicable. In the event of conflict between .any of these ' ' standards, specifications or plans, the most stringentshall govern. pQ ,y o �� ° CO 66 4 n EXISTING EDGE OF GRAVEL _______ . ___.__._.__. -.._- 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. V2. All the latest U.S. Department Labor EXISTING CURB AND GUTTER :--� 4. The Sanitation Authority Maintenance Department is responsible for the installation of water meters through 2 ° construction shall comply with of Occupational Safety & Health Administration and VOSH Rules & Regulations. c C) i EX C6 -6 NC�da�e EX. INTERMEDIATE CONTOUR in size. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar; V3. When working on VOOT ri ht of-:wa g g - y, .all traffic control, whether permanent or.temporary, shall be in �a `c EXISTING INDEX CONTOUR - - w - - - .`;t? - - - - --- - 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21inches; and accordance with .the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January 1994 (or latest) edition of Road & Bridge a �c ca�v'� �'°� LO °' tO 4) all components of the meter box assembly to be in proper working order. It is the developer's/contractor's Specifications, Section 104.04-C. moo`° Q SPOT ELEVATION X 50. 0' responsibility to have the meter box assembly installed ,correctly. SITE ti Z�� -C:EXISTING .� EXISTING TELEPHONE LINE - - 7 _-._____ r _._.__-_____ _.___._, 5. For water and sewer services that connect on existing line: (A) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. An V4. The developer shall be responsible for relocating at his expense any and all utilities: Including traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility companies. It is the sole 1i r� �� iwi c,, �� ,_� E v ® +�j cn °, 0 o EXISTING SANITARY SEWER - - e -� -. r e __ ..w_, application for service must be made and fees paid before work will begin. responsibility of the developer to locate and identify utility facilities or items, which .may be in conflict with J`� v ) E r- (8) The Authority shall furnish and install all 518 , 3/4 , and 1 " water services. �� �� the proposed construction activities. VDOT approval of this plan does not relieve the developer of this responsibility. , , :� �, a o o Q a� r _ EXISTING ELECTRIC SERVICE - -- _ -- ---- j _ -- c_ - (C) For 1-1/2 and 2 water services, the Authority shall make the tap and bring the piping to the property EXISTING GAS LINE--d---- G'A", -- - - CAS - --- line. The contractor is to furnish and install the meter vault assembly. The Authority will install the meter. (D) The Authority will install all sewer laterals. V5. Design features relating to construction or to regulation, control and safety of traffic may be subject toCC change as deemed necessary by VDOT - 17\� EXISTING STORM SEWER EY,, 15 " RCP 6. When an existing water main is tapped for the installation of a new line: (a) the Authority shall furnish all V6. Prior to initiation of work, the contractor shall be responsible for ac uirin a/I necessa VDOT land use PROJECT INFORMA TIO.N lz_ labor and materials to make the tap. (b) the developer/contractor must: (1) make application for the tap, (2) permits for any work on VDOT right-of-way. EXISTING FENCE LINE -___ ;� _.__.___. _._..______ __._..__. pay deposit (before work begins); ,(3) mark the location of the tap; (4) make final payment ;when the work is Owner/Representative Developer completed. V7. If required by the local ,VDOT Residency Office, a pre -construction conference must be arranged and held by Pippin Enterprises, ,LLC Commonwealth Design & Build EXISTING DITCH LINE the engineer and/or developer with the .attendance of the contractor, various County agencies, utility % Commonwealth Design & Build 1200 West Fairfax Street 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. companies, and VDOT prior to initiation of work. 1200 West Fairfax Street Stephens City, VA 22655 Stephens City, VA 22655 (540) 869-0309 EXISTING WATERLINE W/ TEE -°- -' EXISTING FIRE HYDRANT EX FH 8. Any water service line must have a double check -valve or PZ backflow prevention assembly, as required, V8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease far any undetermined (540) 869-0309 installed. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a len th of time. VDOT will also require 48 hours notice for an inspection. 9 q Y p Property Data Building Setbacks Per Code Proposed ■ U k �� -�_ EXISTING WATER VALVE -- ��' ~-�-�•-••---•�3�--•---w•-- �� building a remote .readout is required. Tax Map Number 75-((A))-2Q Front: 35 36.0 U Q � O � u� EXISTING REDUCER----' -�- 9. All fire lines shall have a detector double-check valve backflow, prevention assembly or a RPZ backflow p y V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadwaythrough construction and maintenance of a construction entrance in accordance with the Virginia Address Prosperity Drive Left Side: 15' 18.1' Area 1.9350 acres Right Side: 15 16.0 g rn � N o co 0 prevention assembly as required. The assembly shall meet ASSE Standard No. 1048 or 1047. A remote Erosion &Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected b Existing Zoning 8-3 Rear: 15' 102.0' EXISTING TREE DRIP LINE_,_� f_,�-� .�-.1,-�-� .� - readout is required. project shall be maintained throughout construction. Proposed Zoning B-3 Existing Use Vacant Parking Setbacks Per Code Proposed C `'� �`' /� /� C GENERAL V L NEr[r9 L NOTES PROPOSED FEATURES Vl0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of Proposed Use Office/Storage/Auto Repair Front: 5' 12.5' Left Side: 5' 5.0' U o 0 Ln construction. Right Side: 5 6.0 `- �- 1. Permits must be issued from VDOT prior to any construction in a public right-of-way. PROPOSED EDGE OF PAVEMENT PROP EP V11. All water and sewer lines within existing or proposed VDOT right-of-way•are to have minimum 36" cover and be drainage facilities. Zoning Data Rear: 5' 7.8' Open Space Minimum 25% C M E PROPOSED EDGE OF GRAVEL PROP EG 2. The Manual on, Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. when possible are to installed under.roadwa P Y 9 V12. Any unusual subsurface conditions,encountered during the course of construction shall be immediately Use For Parking Unit Space per Sq. Ft Open Space Proposed 26.0% Office Space.: 4,750 1 per 250 sf F.A.R. Maximum 1.00 Service Bays: 6 3 Bay cn M C o 0 1� >` � N o 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering per F.A.R. Proposed 0.23 N � PROP. CURB & GUTTER PROP CG-6 and leaving the site. brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the ,engineer and approved by VDOT Loading Space: 19 000 1 per .30 000 sf g p Q v PROP. REVERSE CURB & GUTTER 4. Any damage to neighboring properties including county roads and sidewalks, caused by the ;development of Total Parking Spaces Required 37 CD Cn a ; PROP CG-6R this site will be the responsibility of the developer. All damage must be repaired to original conditions. V13. All fill areas, borrow materials, and undercut areas shall be inspected and approved by VDOT Inspector prior Building Data # of Handicap Spaces Required 2 'n Cr fi PROPOSED CONTOUR 50 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3.02. The for duration to placement of fill. Where CBR testing is required, a .VOOT Inspector shall be present to insure the sample obtained is representative of the location when soil samples are submitted to private laboratories for testing, Type oT f Construction 2C - Metal # of Loading Spaces Required 1 c v 3 contractor must maintain this access the of the ,project. The samples shall be clearly marked and labeled as belonging to .a 'project, which will be accepted by VDOT, proposed Use Office - t�'arehouse/Storage/Repair Total Parking Spaces Proposed 39 Proposed Area 9 000 10 000 t 19 000 11, PROPOSED SPOT ELEVATION �¢ +50 PROPOSED STORM SEWER PROP. 24" ADS �, 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. and that testing shall be conducted according to all applicable VOOT standards. g g pP V14. All roadway fill, base, subsurface material, and backfill of utility/storm sewer trenches shall be compacted in sf f sf sf p # of Handicap Spaces Proposed 4 .Height Maximum 35 feet Pro # �of Loading Spaces Proposed 1 Height posed 20 feet Sign Data PROPOSED SANITARY SEWER S S S PROPOSED TELEPHONE ---- T - T T 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 6" lifts to 95 % of theoretical maximum density as determined by AASHTO T-99 Method .A within plus or minus 2 % of optimum moisture for the full width of any dedicated street right -of --way. At the direction of.a VDOT Inspector, density tests performed by aqualified independent agency shall be conducted as required in Sign Area Allowed 1.00 sf Sign Area Proposed 1:00 sf - conditions. the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to `VDOT prior to final VDOT Sign Height Allowed 35 feet PROPOSED ELECTRIC 10.. The developer is responsible for the relocation of any utilities required by this site plan. approval. Sign Height Proposed 35 feet i� PROPOSED GAS LINE 11.. Al! Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. V15. VDOT Standard CD and VD underdrains shall be installed where indicated on these plans and further where ° - Contact NumbersSeals ,/ a%�(! Se(�%�at(.��",�5" PROPOSED WATER LINE 12. All controlled fill must be compactedto a minimum of 95 %density following Method 'A' of the Standard determined necessary by VOOT Inspector. PROPOSED WATER METER ® 1 "WM Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT PROPOSED FIRE HYDRANT v& PROP. FH pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes minimum design standards and is the developer's responsibility. this note if provided. Engineering Firm: L H OFV PLTH OF,V 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate locations and utilities be V17. Prior to acceptance .by VDOT of any streets, any required street signage and/or pavement markings must be installed b the developer y p or, at VDOTs discretion, by VDOT on an account receivable basis. Stop signs shall Montgomery & Associates (54Q) 869 0308 Surveying Firm: l� COMMON LABELS & FEATURES not all may shown. be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) .feet above the Gre Wolfe, Inc. 540 545-7823 Y ( ) 2 BENJAMIN C. PROPERTY LINE OF PROJECT 14. The contractor will contain all .litter and debris on -site. The work must be left in an order/ manner at the end Y of each workday. edge of pavement and the post shall be a minimum of four 4 feet from the edge of avement. Sign posts 9 P () 9 P 9 shall be of a type found -in VDOT'.s approved list. A copy of this list may be obtained from the district Zoning Enforcement: Department of Planning (540) 665-5651 � � RY , OATE5 y MONTGOMERY No. 0 331 � NEIGHBORING PROPERTY LINES 15. An approved set of site plans must be on -site during the construction process. section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. VI B. The developer must to the local VDOT Office a list of all material sources to construction. Site Inspections: Department of Inspections (540) 665-5650 Erosion and Sediment Control: No. 030342 e� O,� �A/ / � FS• �,9 z W p O Q EASEMENT LINE 16. The contractor will notify all utility companies prior to excavation within easements. provide prior Copies of all invoices for materials within any dedicated street right-of-way must be provided to the local Department of Public Works (540) 665-5643 Gti p�- S /� �t ZONAL SURv� 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. Sanitary Sewer and Water: _ PROPERTY CORNER FOUND QQ days. Fred. Co. Sanitation Authority (540) 869-1061 M j PARKING SPACE TOTALS 12 V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of mechanical spreader. 'VOOT's 'Road Telephone: Verizon (301) 954-6282 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF DEPARTMENT OF INSPECTION GENERAL NO TES Density will be determined using the density control strip as specified in and Bridge Specifications" (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A Electric: Alleghany Power (800) 654-3317 Gas: Shenandoah Gas Co. (540) 869-1111 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE O v V J w ADA HANDICAP PARKING STALL (-. the test be to the Residency Office. In to MISS UTILITY: 1-800-257-7777 W certified copy of results shall provided addition checking stone ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. � 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 -a- SIGNS depths, a VDOT Inspector shall be notified and given opportunity to be present during the construction and testing of the density control strip. v ® W � v (Storage) and the BOCA National Building Code/1996. Other codes that apply are CABO All7.1-92 Accessibility zQnin , ene%'al Notes (1) Z SANITARY MANHOLE IDENTIFIER and the Usable Building & Facilities. 2. The requirements in mandate either a fire wall (Section 707) or fire if height �� V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road and Bridge Zt .BOCA a suppressions stem and Y 9 Maximum I 1. Exterior lighting will be provided by wall -pack STORM DRAIN STRUCTURE IDENTIFIER area limitations are exceeded for the type of construction under Table 507 of BOCA. Specifications" (Section 315) and VTM-76. A certified compaction technician shall perform these tests. A Environmental Existing Disturbance Proposed I lights attached to the .building & lightpoles. L 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for certified copy of the test results shall be provided to the Residency :Office..A VDOT Inspector shall be notified Features Acreage Allowed Disturbance 1 �- 2. All lights will be shielded or directed to prevent l LIGHT POLES - }- building permits. Plans must show all ingress/egress locations to the exterior per CABO 117.1-92 and meet Chapter 17 BOCA. and given .the opportunity to be present during the construction and testing of the control strip. o o Floodpiain 0 acres 0 /0 0 /0 glare on neighboring properties. TT" requirements of of 3. Outdoor trash receptacles will be in an enclosed 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. V21. Approval of this !an shall ex ire three 3 ears from the date of the approval letter. pP p p' (1 Y P Lakes & Ponds 0 acres 0'% 0% Wetlands >1AC 0 0'% 0% six ,(6) foot fence. LOCATION OF TEST PITS acres 4. This project :will not disturb any environmental 6. The 2000 International Building Code can be utilized for building design. Sinkholes 0 acres 0 /0 0 o 6 features as defined by the Frederick County Natural S. W. 0 acres 10% 0% J Zoning Ordinance. FIRE MARSHALL GENERAL NOTES TRIP GENERA TI N D TA Retention Areas I 5. The owner will be responsible for obtaining or EROSION &SEDIMENT CONTROL FEATURES 025016 o i Steep Slopes > 15 /0 0 acres 0 /o granting easements shown on this plan. 6, Easements will be recorded and copies sent to the 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. Woodlands D acres 25% D% i parties involved. Z INLET PROTECTION ® lP 2. "No Parking - Fire Lane" signs will be placed on the site by the .Fire Marshall's direction. 7. All utilities that will service this site must be 0 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. DATA TAKEN FROM THE LT. E. MANUAL 6th placed underground. OUTLET PROTECTION ®Op 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. .EDITION W APPROVALS 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. BUSINESS PARK (CLASS 770) 12.76 PER 1, 000 sf X 19, 000 sf = 243 VPD's x CHECKDAM ® CD RESPONSIBLE LAND DISTURBER DIVERSION DIKE P_ DD �_/ Va4 W SILT FENCE W/ WIRE SUPPORT NAME: /� //�� T L_0`i N®SC!-1 Pl NG NOTES Frederick County Zoning Administrator Date SILT FENCE W/O WIRE SUPPORT SF CERTIFICATION #: 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations 1. Site Plan approval from VOOT will expire three ;(3) years from the date of the approval letter. EXP. DATE and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. SEDIMENT TRAP ST , 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample .roots 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is DATE: SEPT. 1, 2003 SCALE: N/A 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth .in and be well branched. The planter shall guarantee all plants for one year. progress at the end of this rop, y . not in pg period, approval shall be void Authority the plans. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The FILE NO. 0110 CONSTRUCTION ENTRANCE CE 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, &Designer 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. shall be void. 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans prior to commencing any site work. must.be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. 4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department. requirements and be approved by Inspections. SHEET 1 OF 5 75-(( A,))-2H LOT 11 CARL TON R. AEWL Nd P;'STR. 000009218 ZONED: 8- USE, OFFICE1Iw'AREHOUSE ✓..rya �' �i^M A ....y...aum. M,y„yxw 765 760 755 750 745 765 760 755 750 745 R7-8 HANDICAP PARKING Sl� (12"' X 18') RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED VAN ACCESSIBLE PENALTY $ 100-500 TOW -AWAY ZONE PARKING SURFACE 3' MIN. 12: 1 N CG-6 12: 1 3" MIN. CG-6 Prune codominant Prune rubbing or cross branches -- DO NOT prune terminal leader or branch tips C' CONTAINER GROWN SHRUB Prune out any dead or broken branches, remove all tags, labels, strings, wires, etc. from plan. mulch Set top of root ball equal to or 1-1' above grade. 'move container, use orp blade to make ur 1/4'-1" cuts the �r th of boll and cut a " X on bottom of 1l; loosen compacted It" Parking Lot Landscaping Data 950'= Perimeter Per Code Proposed Interior 1 Tree per 10 spaces 3.9 4 Total Impervious Area 1 per 2000 sf 32 63,750 sf Percentage of Green 5% 6.8% Prune out any dead Area in Parking Lot 1,972 sf 2160 sf or broken branches. Remove all tags, labels, strils, wires, etc. from plant. TREE - Dogwood (Cornus Kousa) - 36 PROPOSED 1-3' mulch OTHER DECIDUOUS SPECIES MAY BE SUBSTITUTED sockfll sou Set top of mat ball WITH APPROVAL OF FRED. CO, DEPT. OF PLANNING • ^ +' •'" ( 2-3' Saucer equal to or 1-2 f - above rode. 2" CALIPER AT TIME OF PLANTING Partially backflll, g water to settle Widen and score soil, finish holes in wall .wn ae Q ' bockfilling •fir `� t, NOTES: �--� } 5i Remove rope & burlap Nea for water r'•'y Remove container and drainage Pie : from root ball. 1. H/C SPACES MAY NOT EXCEED A 2% SLOPE. out circling roots if or ills coub Fr�%� ,., 1 �t SHRUB -BOXWOOD - 7 PROPOSED container -grown, or be installed) <,'7�k y ' ' 'V J4� (HEADLIGHT SCREENING) 2. RAMP BOIL / TO VDOT CG -12 STANDARDS. d as much burlap as �� solid soil pedestal - do not „ (IF REQUIRED) possible if field -grown dig deeper than ball depth Dig hole 1-3 times 24 TALL AT TIME OF PLANTING width of root boll. Dig hole 2-3 times root ball width 3, WHITE STRIPING SHOULD BE 3" WIDE. f HANDICAP PARKING SIGN DETAIL ' BALL &BURLAP SHRUB (NOT TO SCALE) 4. H/C SIGNS TO BE SET 3 BEHIND SIDEWALK TREE PLANTING DETAIL MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES a Z x REQUIRED EFFECTIVE JULY 1, 1998 Z CONCRETE WHEEL STOP Remove tags and labels - Cut away all balling ropes Remove top of wire basket Prune narrow crotch angles & water spouts Prune broken branches Prune suckers 2"-3' mulch kept /oway from trunk Soil well to contain water OR MOUNTED TO BUILDING lF POSSIBLE. (NOT To SCALE) SHRUB PLANTING DETAIL (NOT TO SCALE) u I ir, v IRE 20' 0' 20' v, GRAPHIC SCALE I ' X I IO'R X J � � 60' PROFFERED .RIGHT OF kllA'l FOR 75-((A))-2R ±� , 6p W FUTURE ROAD EXTENSION I LOT 10 N 59. 23 2 �' 1 ' - RT&T PARTNERSHIP + y DB 662, PG 48 ZOAIED: 6-3 GATES USE: VACANT CE W!TN � , gRl-5.5'R i SECURITY FEN 5OUTDOOR STORAGE i I w I } t 7'R QUE INOPERABLE VEHICLES & OPAOPOSEp - STORAGE OF AUTO PARTS /S PR - PROHIBITED OUTSIDE OF A r`1 COMPLETELY ENCLOSED + i j'R 1 s� FH �, -'� _ ' RE(AININ WALL g, t 2' F _ _ BUILDING J., I STEEL `� pP�SEp- _ I �' POWER PR I i POLE o I BA BAY-2 BAY-3 i BAY-4 I 41 I + T , ENCLOSED elePed _ i i i i w I \ ,\ x m _- = " j I IRF� T 5'R - DUMPSTER PAINT ROOM ENTRANCE 6'R i 4_ All required ingress/egress doors shall be handicap accessible. I i I I 11 I I I f I rI.J. GA.S , , 7,875 sf 3'R ShopI j 13 R i 7 R i ! 9 000 sf total I I Repair i I I I s _i,u- , HT=20' 1 ! i I I I_ 3' AUTO REPAIR r,. w l + FT=759.33' i I 14, i 1;�✓=740J' i �I 1 i 1,125 sf ' I I i EXIT ONLY I `~ 1 1 I ! Office I 4 j I J a � f i I 'i I , I i i I Z W II} zv V I I 8" SDR-351 I 1 i { � - Z cJ i I C< IU i� ;J i= o I ojol z I 0 50 100 WA TERLINE PROFILE 1 j I 5 Turn -Down Sidewalk Handlca Accesstb/e , t , I o f",IV 74 .9 CO I i 1 TAP By ;FCSA W � r �1 S S S S S S S S S S S S S S S So S tan I %O I�n.`� 3'R ' 3'R p 195' of 1 " orcem in� 0 1 qa to Gum I O I I 10 t' i TE T PIT x x X 5R 12'R 4.5 R REO,D , � aX � W ! 4.5R 9 8 88 o3 a � Q •� ; 1 lU � i o 1I- I i Q f w ' j-0 N PROPOSED 3' 75-(TA))-2i 7. "'� ' ' RETAINING WALL I W I `� (I LOT 12 C RIDER & SHOCKE_Y, INC. OF WV INSTR. 000001335 ZOiVED: 8-3 USE AUTO REPAIR I VDOT ENTRANCE NOTES. 1) INSTALL ENTRANCE PER CG-11 SPECIFICATIONS. 2) INSTALL CG-12 RAMPS IF DIRECTED BY DOT FIELD INSPECTOR. I 3) CURB AND GUTTER FORMS MUST BE CHECKED BY VDOT FIELD INSPECTOR PRIOR TO POURING CONCRETE FOR GRADE. i i i w I i W r JJ ( s 4.5R 128' 4.5R SR 8 R _I WV O i vMI1 LOAD/NG ARE.G1 3R r= V ! I ZZZ///Z, '1 . f 4t I i 3 q d a Q I 0Z5 1 I = e e a o o w J � � ! IGO - c,4s ! oo l o0 1 a t o 0 o g i o I o j I I a ,3 0 0 0 © ca CZ) o I o 0 0 zl ;' w 12.0 I j I I 1 ! I V -i- 2 j O I ' O U) O '"� I O I O I %. W �r aJ I L L , I i I �� a CIO 1�, m l I i o I I t; 8 �� � I Io I I I Z ! 1,250 sf II UNIT 1 !! 4,000 sf I I 4000 sf IUNIT 2 II 1,250 sf jL� _ ? ;o �, HT=20' HT=20' I 4 BAYS O OFFICE WAREHOUSEOFFICE ZWAREHOUSE 13 t4 FF=759. 90 FF= 759.90 FF- 755.90 FF= 755.90 �o1�' ACCESSORY USE' ACCESSORY USE (0 rQ 1I1< �L I ;� IwI i I+ iQi o a ! o I I o 1000 gallon i I I o I i I o i d i I a }Qump tank i / ,a. , I ' op=750.0 I I I 125' of 1 " Forcemain ' T _ S -I O O - - -- - -- -_- 3'R i s - s -- _� -- s --s - -s -_ - - --- - s -- s .....--o-- s - s - s - s = s = � = s -__ s-.- s--- 00, - --EX IATERAL STUB PER AS-B'UILTS PROVIDED `' " 1 c� -- L _ 16. ______ ______ - _..-..._. _-. _._. ____.__ -_-_ --__ ._.__-_ �-AS , �y GA.S -- XS"TEE GA � _�.r--- GAS --- OAS --- GAS -- ---- GAS - - GIBS ---- G tS- S -- GAS -- - GAS - - GAS -----. GAS -- - GAS -�.. 'GAS -' GAS - . t� � GAS � GAS - { IREli--M---EX. 8" sruB Ex 10' GAS EsMIT - --` Ex. 20_ DRAINAGE & UTIL,'TY ESMT - - - S 45" 50 39' E - 337.14'm_ I I EX. I i8'RCP I ! I T TEST PIT REQ'D -ac-- -- -_ __ ---.------- --__ _ ____ _ __ .__ ___ __.__ ____ __ _ _ __ _ _ __ _ 1N'jA V=759.5v c. 75- A '-2F ! I r 1 lr~!V= 758.!7' L T 8 1 w W I I L YLE P. STROSNYDER, INC. DB 92 i, PG 7021 I I ZONED: B-3 W, tu + j } ; USE: VAC CO.dTR.ACTOR i , III I I ! j 4, I' I 2" OF SM-2A 6" OF 21-8 COMPACTED TO 95Z DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL PAVEMENT SECTION FOR PARKING STALLS ONLY 1.5" OF SM-2A 3" OF BM-2 8" OF 21-8 COMPACTED TO 959 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 957 DENSITY TYPICAL PAVEMENT SECTION FOR ENTRANCE AND TRAVEL AISLES �'' • 4 " OF 3000 PSI CONCRETE W/ ` FIBER 4" OF 21-B COMPACTED TO 951-o DENSITY /\ SUBGRADE FREE OF ORGANICS & COMPACTED TO 957DENSITY TYPICAL SIDEWALK SECTION ;• ' :. ~' ' 8" OF 3000 PSI CONCRETE W/ WOVEN ' WIRE REINFORCEMENT p 8" OF 21-B COMPACTED TO 95Z DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 957. DENSITY TYPICAL DUMPSTER SECTION Seedina Schedule (per section 3.32 of VESH 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 Ibs 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 Ibs per acre). 4.) Seed mix will consist of 75 % Kentucky 31 Tall Fescue, 10 D/o Annual Rye, 10 % Foxtail Millet, and 5 D/o Red Clover at 200 Ibs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 Ibs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. LL Q O CO N O Co CO CO UJ (o (D co o 0 o� E) O 6, � U � E U :n o E s� S1 N U Q Cn O N Q !� 0 o a tp o 0) M� � o 0 >CZ @� L CZ O C L) O z O � v o W O � J j w� oO`t6 �° w m Z) W\ `4 Lighting General Notes: 1. Proposed Lights for this project are Hubbell RCSA-400ST (400 Watt) Lights or equivalent. 2. Lighting must be installed so as not to produce glare onto Z neighbors and roadway. ti ti Seals and signatures N /OF V a�P�'TH 4F t/ l�G` Nv l�C BENJAMIN C. v v , �v W MONTGOMERY ES No, 002331 Q p No.030342 <v p 00 �SSIONAL �'� � `�SURv�yO� DATE: SEPT. 1 2003 r SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 OF 5 765 760 755 750 745 740 0+00 770 765 760 755 750 745 740 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 PROFILE THROUGH OFFICE & WAREHOUSE BUILDING HOR.- 1 "=50' PERT- 1 "=5' 765 760 60' PROFFERED RIGHT OF t4AY FOR FUTURE ROAD EXTENSION 755 I 750 svo -_� 745 i 740 1 4-,-00 I ! I 1 j t k i ' i � l , 1 k 4 � I it ' I I FF=759.33 t , , , I I .,` 'o 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 PROFILE THROUGH AUTO REPAIR BUILDING HOR: 1 "=50' VERT: 1 "=5' 96" 108" CONTROL PANEL 24 " 1 24 " MOUNTED H2O LOAD RATING TOP INSIDE 4 " INLET BALL VALVE 1 " OUTLET 1000 GALLON TANK 'ALARM" SWITCH - 28" N CHECK VALVE "ON" SWITCH - 22" 2HP GRINDER PUMP "OFF" SWITCH - 10 " ZOELLER MODEL 820 OR EQUIVALENT 96 " ZEr t.�s EP Eox REERED ZOELLfR P ODUCM LOUISVILLE, KY. TANK DESIGN PROVIDED BY: L 01SNLLE, Kr. WBS — PRECAST WINCHESTER BUILDING SUPPLY CO., INC. (540) 667-2301 FAX (540) 667-3430 75-((A),)-2R LOT 10 RT&T P,4RTNERSHIP DS 662, PG 48 ZONED: B-3 USE: VACANT 20' 0' 20' GRAPHIC SCALE I I OPAQUE 1 PROS 0. 9,000 sf total j P fi 1.4 l l I 5I HT=20 9 Q AUTO REPAIR 59 FF=759.33 ' ! i 592 i x61.8' 59 -3 i �16r.6 770 INV= 753.E 61.7 If 1 60/+ . a d o s 5' um?DgWtr Sid TAP �BY !FCSA o z r<, T:s I. 584," 58 581 58'� b.•� �7� s s s s� s s ss� s s s s 1s W -4 cem i ( 1 765 ! 14� TE I) PIT ! I W 60 �+ �8� \ 1 I ) \ \ 1 RE0ID II ^,6\ ! X + 58 760 j ( 61..E I z �;W ! I Q ,✓ / /, 1 I j I I ( ( oi�� 1, f I 755 . 62. i' i I + 1.5 I I WV / r 9.5 59 750 E ' E l l' _4 f I -_ � 1 j 62.2, ;` I 3 , I \, o ` f hb o o 62, 0 745 ;I 2I� , I m� I I, I I� jw I 1,250 sf I UNIT 1 4,000 sf I I I I �� HT=20' 4 BAYS I f HT=20' ® Q I ! W + OFFICE WAREHOUSE 1 l it 3 !; Q FF=759.90' l I _ i ;� 3 1 3 58I I FF-759.90 I I I o E x62.3 ' I� Zv ' I I I ACCESSORY USE k Y740 ;I ! I; o I ryo o 4+00 Cc j + 59-8 62.�1Ir 1 I -- - S_ 59 5' f 1 .orcemam RA __P P, A -BU'/ ! PR VID, D _ _ _ - 1 �V � 11 � -- �=E _ � ,s L � B E_i __ �. S PROVI .� _ 6? J. r l I ,X8 fiE ��s -- Gres —_v s s_�-- Gns — c,4s was -4 GASGa 56 w 1I ! !R w IIi LO x r .�_-sNT(`l - --` - _ "EX 70' GAS ESMT EX. 20' L I EX. 18'f?CP 1 i '`7 TEST PIT REO'D - PUMP INFORMATION PROVIDED BY: JNO. S. SOLENBERGER & CO., INC. (540) 662-3457 832 BERRYVILLE AVENUE WINCHESTER, VA 22601 1 }�-;r � Y \ 75-((A))-2F LOT 8 �! i ` I L YLE P. STROSNYDER INC. i 62.E z �1 1 \ FIRE MARSHALL NOTE.- DB 921, PG 1021 ZONED: 8-3 BUILDING AND PROCESSES SHALL MEET ALL REQUIRED USE., HVAC CONTRACTOR ! { I BUILDING CODES AND REGULATIONS AS WEL AS FIRE I I PREVENTION CODE REQUIREMNTS INCLUDING CHAPTER 13 APPLICATION OF FLAMMABLE FINISHES AND CHAPTER I t 32 FLAMMABLE AND COMBUSTIBLE LIQUIDS IN THE i I ` 1996 EDITION OF THE BOCA NATIONAL FIRE j I PREVENTION CODE OR THE 2000 EDITION OF THE IFC. SEWER PUMP TANK 1. THE 1 " FORCEMAIN AND THE TANK ARE TO BESET BY THE SITE CONTRACTOR. 2. THE SEWER LINES FROM THE BUILDING TO THE TANK AND THE GRINDER PUMP ASSEMBLY WILL BE INSTALLED BY A LICENSED PLUMBER. 3. THE PANEL BOX AND ALL WIRING FOR THE PUMP AND ALARM SYSTEM MUST BE PERFORMED BY A LICENSED ELECTRICIAN. �t 6 PUMP PERFORMANCE CURVE MODEL 820 24 F � w,..F w a i } I Fl ;+W P`Tt k7ttitf= 4" X 1 " SDR-21 REDUCER 4" SDR-21 SEWER LATERAL ..-- 1 " SDR-21 FORCEMAIN --�— 29 MIN. SEWER CONNECTION DETAIL 1 11 , 26' w ` 36864 ---- 1 N 59. �,2 0 Z I 77 WSW IRF. �,xT 4r,-, a _... II I If I INV= 740. 7' , ( ti X"Z KI I p W�'� r � �f�f'! I zi IW11 III 1c, ^Q o , �'►; LI) 16p' I W)_ Lo 1W W ) l�II II, I w ` W I - - 42-5 SAS --- GAS S - S AS' -- C� GAS GAS - i ' 5' 50 'ti39 E - JX I I W ► jW � I I I f 4i 1 W TAPER PROFILE f W W W W W V iv mQ� O V I l Wi I 11.9, 12" OF 21B--I �-- 12.0' 3.5' 2'-7"(CG-6) J Q N 0 g ai a o I 0 ENTRANCE PROFILE Is and Signatures ! �H pF VI �c o BENJAMIN C. fy MONTGOMERY �0 No.030342 �w, T cl, �Gti PLTH pF R (.1ATES No. 002331 .qNO v gyp `i 0 LL 0 g3 W�W o (,:4) O L; C) o Z>ulz c E U :3 O �� o � E U_ Q C.� CD 0 `� ■1 0 o Q � 0 O 0)Roo M O �o ro i Q @) CX Q v W 0 (,D° c O m �o ww O v� w W , NAI. SUR DATE: SEPT. 1, 2003 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 3 OF 5 EROSION & SEDIMENT CONTROL STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backfi/ling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: EROSION & SEDIMENT CONTROL NARRATIVE Proiect Descriation This site is located in the Kernstown Business Park on the west side of Prosperity Drive. The purpose of this development for the construction of 19,000 sq. ft. of buildings to be used for offices, warehouse, and auto repair. This development also has parking and drive aisles for access. Existina Site Conditions The lot is a vacant field with brush and an existing regional stormwater management pond installed and maintained by L.P. Strosnyder as shown on their site by others. Adiacent Parcels The areas to the north are occupied by a HVAC company that is still being constructed in phases. The area to the west is a railroad and overhead transmission lines. The southern parcel is vacant woodlands. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA" shows Carbo-Oaklet rocky silt loams classified as #6C. This soil is predominately yellowish brown silt loams over bedrock and offers 'severe' erosion hazards. Topsoil on this site appears to be 9" thick with several rock outcroppings. Erosion Control Proaram . Install construction entrance with wash rack • Install diversion dikes . Install rip -rap arc around stormwater management pond's outlet . Install ditches with check dams • Install culvert with inlet/outlet protection • Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8. During dewatering operations, water will be pumped into an approved filtering device. ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. Frederick County Note: The Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. 755 750 745 740 1 i�. 1 I V ' 1 i I i `l I oi1� Lr) W I i�1 � I oz z i 755 750 745 740 0+00 0+50 1+00 STORM SEWER PROFILE HOR: 1 "=50PERT- 1 "=5' 50' PROFFERED RIGHT OF IW FOR 75-((A))-2R FUTURE ROAD E%TEfdSlO:' ( LOT i0 75-((A))-2P I RT&T PARTNERSHIP LOT;1 I D9 662, PG 48 CARLTON R. 11DVUry I ZONED. 9-3 iPiSTP,. 000009213 I USE: VACANT ZONED: 9-3 USE: OFFICE /I %AR£HO'JS£ L �Y 43 0 QAts ' I i � `\ I I r I f I LOT 12 , { CRIDER & SHOCKEY, INC. OF WV I I I r WSTP,. OOOOOIJ35 ZONED 9-3 j USE AUTO REPAIR OK) y� it 1 I t l 1j I� f wt T I 0, q I t� I I l i i`• 4 s- f R =LATERAL e PER-BUI�TS PRC W -_ E 4_ I l ,II s FLOW #57 Stone VARIES LENGTH 44' EC I RIPRAP RIP -RAP ARC DETAIL TO BE LOCATED IN EXISTING POND Stormwater Manaaement Pond Note: ELEV=744.0' EX. GRADE All accumulated sediment shall be removed from the stormwater management pond at the time of final site stabilization. As part as of final site stabilization, grading and seeding the pond will be necessary. Culvert Droinaae Anolvsis Drainoge Area = 3.4 acres Tc = 5 minutes Intensity = 6.8 in/hr (10 yr) C = 0.75 (Industrial Area) 0yo=(3.4)(6.8)(0.75) = 17.3 cfs OUTLET PROTECTION CULVERT SIZE Q N 10-YR WIDTH A APRON LENGTH WIDTH B STONE AREA SY 1 24" 17.3 cfs 6.0' 14' 24' 6" 36.7 765 760 755 75-((A))-2F LOT 8 L r E P. STROSNYDER, INC. 09 921, PG 1021 ZONED: 8-3 USE HVAC CONTRACTOR 1 5'_)" TALL X 12" HICK WALL X 12" TH/C FOOTER to Lo ! u jo I I * 765 760 755 0+00 0+50 1+00 1+50 2+00 RETAINING WALL PROFILE HOR: 1 "=50' VERT. 12" h' PERFORMED BY ENGINEER 30' 0' 30' GRAPHIC SCALE Is and Signatures LHOFVj �c u BENJAMIN C. rD �o No.030342 �cQ� LSlONAL _ H OF v GAR R, OATES No. 002331 SU Rv THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. >N -%4 0 2 Yd 0� c Cl) co VI UJ 00 0000 66 4 LO Lo CW(� Q ZVic `VV coE UL U 3:a)E w� � Q a N (n U Q C al O 4- N 0 o 0 � M �c Q� Q v1 1 i. C(Z) W 0 .. J -4 3 C� A\ CL cc O (1� Q� ti Cr Wo(no Q V J kU WaC w va 0 w � W � m W LU 0 DATE: SEPT. 1, 2003 SCALE: 1" = 30' FILE NO. 0110 SHEET 4 OF 5 tit U �- LL METER BOX and COVER 0CC) N "A" "A" 6„0 grade trench 6"minimum+ M M minimum METER SIZE METER BOX METER BOX COVER trench width r, .7 Q O general backfill •t;:},; ,.,'• Non -Traffic M32C-PW ", as required 1V�i • (A 0) H y machine excavation limit 5/8"x3/4" or 3/4" 18 in. Dia. �'''` general backfill form board (typ 'D" TfiS.! (see note} 1=�• -!A," Traffic A32HH - T 6"dia. schedule 40 steel , (see note) ' (, ' '� ,'. 4•.. • :;tA•{'•: 'N'I.NN'.VM ':MlN1 4�P;'H!r}M'•t••r .,�•; ,!):>,fi fM, " co 00 Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) , ;., pipe filled with concrete ,•. ' 3' p O 24 in. Dia. .. �• •� �. ".S2•'.„st:,\)w,.3jT„; $""" ) ,: ;•,. •g:' . , and painted yellow '!�'\t' '� k''" v/'''•u "�' ",. ': y,, .�,� ,, .• Traffic MC-30 (Frame) WITH RML-12-T (Top Ud) ,', �_ '• Y ?, u? --fill5., ; �,,y.:•l� a!'. • �;; xt'+:O.D. E;, zS:��' • �; :. , 8„ F�'t' 7tf'"t 8" 8" , " • ( 8„ ) C„ treated 2'x 4"with e' • 7' 2 t; ";;Y;>f£"!Ju• h'E;% H:; meter box to 6' painted blue,,,(( concrete '�4 `' ����• • �;°' �''�(i trench bottom P P 24' select backfill 24" select backfill gate valve gate valve and cover � & boxes & box undisturbed earth stone bedding �',, ::+, , 4, TLC N,,g�,�. (see note) (see note) sidewalk 5 ft 24° 18" 18' dia. SfY 1'•6' ( * TYPICAL SECTION concrete ,. ;. ,•', TEE, WYE, OR PLUG 4, ,: L' :pry.;^ •, i concrete pad encasement l' •1 l" 3, to 6" O D 6" in lieu of wood forming the fitting may be wrapped with "denotes hand excavation V-6" sq. x 6" deep \ \ �' : ' Sd %' a) (0 O.D, polyethylene, and the concrete poured to completely surround "D" = 10 min, for 1Wand smaller pipe meter by } N O 1 /2 O.D. the fitting and against undisturbed soil. The bearing dimensions `D" = 18' min. for 12" thru 20" pipe 18"-21" F.C.S.A. concrete CO N V against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions. 3" stone thrust block X Q cry surrounding box m BOLLARD DETAIL (TS 6• 6" CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS '6° minimum Meter Size Coppersetter y O ra�'' • ' ' tL E stone stone Pipe Plugs, Wyes & 11 1 /4° and 22 1 /2` 45' and 90' P 5/8" x 3/4" A-C3635-01 w/ 7 )z" Opening 8"-10" ♦ U Dia. Tees Bends Bends P r O U) O ,� Q 4 stone( j STANDARD CONCRETE ARCH A B C A B C A B C r `' r v1 3/4" A-C3635-01 w/ 7 Y" Opening } ...... i�s direction of setting to be approved prior to installation > Q ' 6" 1'-0" 0'4' V-W 0'-9" 0-9" 0'-91 V-3" U4' V-9" • Z ; V Q 8" V-3" 0'-9" V-3" 0'-9" Y-9" 0'-9" V-6" U-9" 2'-3" 7 "; ••'i ' screw type p O -0 , ,...; . 5°.r .. + 'O 10" 1'-6" 0'-9" 1'-6" 1'-0" 0'-9" 1'-3' 1'-9" 0'-9" 2'-6" f �`• •': 1" A-95319-06 w/ 10 %" Opening •;•;'p5 �'•• �:};;•;;•;,;;.;;•;;;•;•;;(•;. 12° adjustable valve box 36" min. � V general backfill _general backfill 12" 1 -9 1 -0' 2-6' 1 -3 1 -0° V-6" Z-0" V-0' 3'-0 4" Z-0" 3'-0" - 1'-0" 1 1'-0" 1' 3' 1'•6' 2.6 1'-0" 4' 0° (see note) (see note I' �'�"�'� � � •"� �'�'� �'� as required concrete pad 1'-6" sq. x 6" deep � a::;A::. .. >. !A 16" 2'•3" 1'-0° 3'-6° 1'-6" 1'-0" 2'-0" 2-9" 1'•0" 4'-6° 1" CTS polyethylene tubing 8 8" location marker v: nvmv,A,Y,: \v.,:AeYA"! .,p x (a>�.\\YA' .Y ;;A,Y,A: st'a"" 18" 2'-6" 1'-3" 3'-9" 1'-6' 1'-3" 2'-0" 3'-0" 1'-3' 4'-9" (PEn 200 psi with SS inserts .'... ...' .. " ". 0. . );ry.;3„y^, yvr:ewA3:$¢iy' `� p Saddle with 20" 2'4' V-6" 4'-0" t'-9° 1'-6" 2'-0 3'-3" 1'-6" 5'-0" at all connections corp sto stone valve megalugged 2" min. - 6" max _ 6" to main megalugs e:, 6" 11 1 4° THRU 90' BENDS' stone t _ t , i -me alu ��:! Yr:y,>.vS,ix}'f•H: v R;•' n);: .Yr Y^Y.': iuglv,. l ., 24" select backfill 24" select backfill , # I g g : (see note) (see note) V coupling = j .a 4° stone screw (PJX PIP) C14-44 type galv.(1 rods over fittings and COPPERSETTER COMPONENTS • ^+ s a' embedded in concrete thrust blocks. with SS insert and i•! _ adjustable meter height service line copper Inlet- Outlet- MIP plastic plug bili'� '_�'� ='8 ••t''i=i • • f "•'t ;;'•'t %: ".ir:l• : f• "II ski= = i'° r ti �)� . Sit: valve box stone size g connection bar tubing size Angle Bali Valve Angle Check Valve g g: tst.a.a 9; ai, ;t; a; t,t$s;t rj'?�„ • , ;a; �£,a ;ai t, r, t K•£' ,t I fs; stone stone to be minimum 6 O.D. ;: ' `'X 6" t Z /8 x3/ 18 1 a- of 6" above top of base F TTIN 1 E ROD SIZE NO. ROD EMBEDMENT 5 4" D-310 12 , pA13-332 W SN HHGA31-323-TV-SN locator marker ):` 1/20.0. �., y' �� �� W/C14-44 1/a"U.D' '�':•. 12" & LESS 6 2 30' w/ CSB-43 wl CSB-43 [thrust block IS" to 24' i . : stone A ' : •; 14'-20" 8 2 36" w/SSlnsert= �;':'. ;'i' , 3/4" 18" D-31014.12\-8'x 8'x 16"solid block •! • = s t• ;"�• [e alu+ BA73332 WSN HHCA31-323-7V-SN• t'' g g = 6 6 Concrete , w/ C1444 1 Y " O.D. w/ CSB-43 wl CSB-43 (for valves 12'and larger) • • _ _ {: isi? !• 'f�,,d ,'•' w/ SS Insert •. •i a ,,.#r Q concrete concrete 1" 18" D-31014-12°');'•;' ( :t '• 'rL • ^ pl Fitting Volume of thrust block in cu. d. BA31-444 W HHCA31 �44-N r y size 11-1 4° 22-1 2° 45` 9W w/ C14-44 1 / " O.D. VERTICAL BENDS w/CSB-44 O w/ SS Insert `:s:;? '4;t •;,rt ;.,r; O stone bedding 6" - - - 1.3 M,:� 4 CO Note: this detail is also t•;4' :,,•'' , r�l.i i a CONCRETE CRADLE CONCRETE ENCASEMENT - 8" - - 1.1 2:3 INSTALLATION NOTES: used for butterfly valves ;n:;u;:j.{a,�' '•'� ! ` •_ ' ��'{'f�++ 11 mechanical joint 10° - - 1.8 3l7 1. Exact location of meter box assemblyto be approved prior to installation. ; ,: • , ; �• 1 PP P ,•A,• j S• t swivel tee with V) THRUST BLOCKS FOR VERTICAL 12' - 1.2 2.8 5.5 2. Water service crossing street: ; ; y;„ it's •� I: �• U) t• ji, i ! ;h : • 6' branch UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 a) Encase in 3° diameter SCH40 PVC or SDR21 pipe. The piping shall run from one toot beyond sidewalk, across the ,'+ =t�'zs' _', i}j I '�� Ii f1�7� I n O -� O AS FOR HORIZONTAL BENDS. street, to one foot beyond sidewalk. NOTE: To be compacted to 96 % of ASTM D698 maximum density. 16' 0.9 2.3 5.1 - U 18, 1.4 3.2 6.3 - b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box [wrap wire around Corp. stop; wire to be taped to top of PET at 10 toot intervals; come up into meter box and terminate level with angle ball valve]. ��- 20" 2.2 4.5 7.8 - TRENCH & BEDDING CONCRETE THRUST BLOCKING 5/8"x3/4% 3/4" & 1" METER INSTALLATION GATE VALVE FIRE HYDRANT ASSEMBLY Figure 1 Figure 2 (4 FOOT COVER) Revised Figure 8 Figure 9 O CD M Figure 5 Oct 03 N O L a v IZ TREAT WOODEN PANEL � o L " STONE CONSTRUCTION ENTRANCE ROCK CHECK DAM WITH WATER SEALANT � v 31111111111 � Q) L_ SDR 35 spigot SDR 35 spigot by U by gasketed SDR 21 gasketed `� 2 ACRES OR LESS OF DRAINAGE AREA: , IZ a) a bell 45° bend bell adapter 70' MIN. EXISTING J QnI (see note) 2' PAVEMENT 5:1 ! 6'. V H+ cast iron cleank1ca with br ss lu MOUNTABLE BERM FIL9pp(OPTIONAL)R hav' g �dtA',1�'Iafi�PI3'minimum �( PSIDE ELEVAT , ON (OPTIONAL)to of the 21 gasketed anell�J�(�x •} �� SDR 35 8"x4" pipe and fittings SCH 40 finished grade EXISTING GROUND r gasketed ben vye (DOWNSTREAM VIEW) r (see note) solvent j, 70' MIN. weld cap $" square concrete skid pad 0"x 20'x 6' deep VDOT #1 r uare concret kid ad B 10' MIN. property cast n t I rass WASHRACK COARSE AGGREGATE line VALCO Inc �� - (OPTIONAL) TYPICAL 6' TALL BY 8 WIDE DOG-EARED E-Tp plug havin a c un ersuFi square Fig. No. 71 BOB head Panella Model PA4SV-CSK (4") FENCE PANEL. INSTALL ON 4 "X4 "X8' 18" �� o� with lid [narked FLOW 3' C� °SEWE4' 4"stone . 1� o_MIN, � �1 TREATED POSTS SET 3' DEEP. 12' MIN. EXISTING SDR 21 - cleanout pipe PAVEMENT D UMPSTER ENCLOSURE FENCE DETAIL bodean 5, of box SDR 21 N. T. S. location marker 36" min. , y brick base cover 2 ���g4�� VDOT #1 I ~� POSITIVE DRAINAGE 10' MIN. stone S°%�8°S°o°S°8�o�0°°° SDR 35 ;,y� ' �;~irN,`bell edepter E E COURSE AGGREGATE B2-10I- ° 8 P ° ° P gasketed bell wye ti r p"prs TO SEDIMENTcc-u vl °° ° ° s°°°°°° °°° ° Q TRAPPING DEVICE A S OF AEA: I °O°O°Oo°Oo°o°°Oo°°O°O°O°O°O° C.. it Ar • .tlYJrt RG>7ritltei!f �1 0 ,� M " sanitary (see note) • ... +" • .A7 I Q 0 0 0 0 0 ° ° ° ° ° ° I" 'N',Y '`„! L'I MUST EXTEND FULL WIDTH x+: 57REET APPROACH SAVE f� o°o o ° o 000 0° o ° ° s •v A' @ 45° ► >< `r ° • +'•' sewer main a ,, ,r, r SDR 21 °, rbend (see note) OF INGRESS AND EGRESS a A --I SURFACRG AS NANLMF_ (n Z v ti�•t ` 1`~ ' -S OPERATION PLAN VIEW SHOWN ON PLANS) I C I C ROADWAY (RADIUS TO BT AS -.+\ ;N' `• (MUS TO BE AS }? '•^+ t.---------- J ti f, treated2"x4"with"iht• i; , .;^�: .tiY,); 6„ ST'0 CG-12 U ARPf1lPL COMBNA ON CURE] 4r top 6" painted green - ��� 12' MIN. \/ J RB avO curl 4" pipe at 2,00% 6" stone bedding 3' ----- i- t1 \\ CLASS A3 / , o-,. p• -, o o• : p s, " j J f� minimum grade (;a 3• MIN. FILTER CLOTH 4' SIDEWALK I ®i j W : (H.E.S.) d �A .. p, • • o•' ' _ -. - - _ '~ OPTIONAL 6" CONCRETE , Q O M+'+' I rn FLOri LNE ry� NOTE:n.tmpmtx�ew�ttT,�iaa�iamrulaoaocdedp, _ _ _ 3" MIN. (OPTIONAL) - =__ -- o ----- E � O CV Co r0` Ill n "rout bsBEIfil Wha0,I�O�HfFT 96%t R _ CXPANS014 JOINT A EXPANSION JOINT Q Q v the property line. A _ i 4 v 1 2. If top of sewer main is greater than 15', then (DOWNSTREAM VIEW) NOTE' WIDTH '9 2'-0" OR AS 1' MAINLINE ROADWAY SECTION C-C Note: If top of main is FILTER CLOTH SHOWN ON TYPICAL SECTION. ,•.1 }, greater than 15 ft deep wye and bend to be heavy wall SDR35. SECTION A _ A PLAN VIEW W W use heavy wall SDR 35 rra VDOT #1 concrete cradle if top 6'-7" ® CONSTRUCT oRADE cnArNCEs vnm A PxrPB0L1c aRVE. � V � g COARSE AGGREGATE WHEN THE ENTRANCE RADIICPMNOT ACCOMMODATE of main is realer ® THE TURNING REOUREWNIS OF ANTICIPATED HEAVY Q �"' than t5'deep ,�, •y^', •,•„ 'i, •;''� ti .�, TRUCK TRAFFIC1 �of DEPTH FOR SIDEWALK n CURB ( n A + f:, ;�,-•• • t ) • ,• �''a .. • y • •.,�; , ... 1U' PARABOLIC CURVE RAMPS WITHIN i"E LIWTS OF TFE RADIISHOULD DE y J t ,y ..A .'�� .4,•;. A+ a 7� MAX. NCREASED TO T' FLOW LJ• EDGE OF SHOULDER OR LOPE CHANCE D +''}'.'"'•L' r.�� �� �T' Y++' _W .I' OPTIDPIALFLOW LINE ® '-,.� D c i'„' M' .' , 1 ;�, ;'••'j•I• !• 3 _ VMiEN 5T'D.CG-111S USED FOR ENTRANCES BUILT MAMINE ROADWAY - ` - - - - --- - -- - - IN CONJUNCTION WITH VDOT PROJECTS, PLEASE ,. i •'t i " +�• 8 X MAX. _ D NOTE THE FOLLOWING SLOPE CHANCE',`' MoPLINE PAVEVENT SHALL BE CONSTRUCTED 1 , 0•�N 40'014. FOR STREET D TO THE R/W LINE (EXCEPT ANY SUBGRADE W GRAVITY SEWER SERVICE LATERAL SEWER CLEANOUT STAB LIZATION WQUREO FOR MAINLINE Figure 15 Revised O'DES RAaLE FOR COMMERCt 9 Figure 17 Oct 03 PAVE TR WHICH CAN 0E OMITTED W ENTRANCE THE FNTRpryGE,) SECTION A - A RACILY CURD OR COMBINATION CURS REINFORCED CONCRETE DRAIN SPACE CLASS I RIPRAP GUIDELINES FOR GRADE CHANGE D ® BBEYONND THE RAW LLINE EXCEPT rORR CONSTRUCTED SECTIONB - B REPLACEMENT PURPOSES, SOURCE: VA. DSWC PLATE. 3.20-1 WHEN USED N CONJUNCTION WITH STANDARD CTN4 OR CIS T THE CURB FACE ON MATCH SOURCE: ADAPTED from 1983 Maryland Standards for Soil rosin an Sedimen Control and Va. DSWC late 3.02-1 ENTRMICE YOLIPAE DESRPOLE MAXIMUM STANDARD � TO BE ADJUSTED 70 MATCH THE 7" WHERE STD.CG-3 OR MOUNTABLE CURB CONFIGURATION. COd2 A Co.7 n �, r•o- 4•-0• HIGH (MORE THAN 1500 VPD) 0 X D % PCEpf tW�S5181,E SEE STANDARD OG-12 F04 CURB R0.NP DESIGN CDItStRUCTKHN STD. 00-2 66• 12N MAIL 4B'1 YA)L MEDIUM (500-1500 VPD) S3 % 6 % TO BE USED WFH n{S STMOARD. (/) PIPS 0 �I TLE T CONDITIONS JCR= 3� ��t6 �L OW (LESS TNPN 500 VPD) 5 6 X 8 X * ALr�W�LINE 015^REOURED TO PROICATE WHEN VIDE POSITIVE z �� ,� O a. ' DRAINAGE ACROSS THE ENTRANCE. IL oP T1ONAL FLOWLIINE MAY REQUIRE WARPING OF A b� SECTION A -A PORTION OF GUTTER TO PRECLUDE PONDNG OF WATER. TEMPORARY DIVE R SION DIKE SPA CING BET WEEK CIYE CK DAYS ��� b,) °� ��"�`}' T � A la ,�L B . . 4 0 ' •SE TION B-B SPECIFICATION METHOD OF TREATMENT- � � lYilA1CATE0 DOMES A 4'SOUAIR LMN[IIt1 REFERENCE 3d (MIN. UM&LOF CONNECTION FOR STREET INTERSECTIONS w A o ) 33 502 AND COMMERCIAL ENTRANCES , ~ y VRCNIA OEPARTNENT OF TRANSPORTATION 203.D4 W 5 L = THE DISTANCE SUCH THAT POINTS do Compacted Soil A AND B ARE OF EQUAL ELEVATION TANGENT PLAN cgOSSWy�K & eats and Signatures w PIPE OUTLET TO WELL 5 TYPICAL PLACEMENT V CROSSWALK II a DEFINED CHANNEL 18 min. TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION � WITHIN CROSSWALK WITHIN CROSSWALK lLJ PLAN VIEW '--Flow + ALTERATIONS �TYPEF A.�RPE I ) pFP I A71 NSMTH BUFFER STRIP) OF !PATH pF � THIS OCpSEtGa i$ `TA-„ roa jjO�tiQpN� tNA• lr 6oRA s mDLMALK. {,N+ora NOTES, (CO�H"St0.t1CTWMN E F'OR ALr=rV, IP1W CURB LIDMA 6 FEET rOp K6' l��Y 1^,� '(• (- �-, D L DETECTABLE ■INI6t0 110 K CLASS ry -3 CONCRETE (CLASS A-4 P PRECAST) WTIH SLIP RMWAKT 1NTEGRAL vj• ��` L a A ! 1 " aA pTHE RAW FLOOR BY 2 FOOT IN ILEIMTH III THE DIRECTION OF M� �YO1ABL� WTU6/L MTftT1gpTK TAUFICAT@EyD (DOPE DETECTABLE VMMJt10 �MY IIE USED WITH TK If"OVA. III 1� K.• 2'G�AStr-M `-�.AC[ arArpgp(G If M/° T![ A T CE°M€Sp'�Tl'E .0°�"6Fr'p TO G1KT9�iM.� BE A B E NJ A M I N C . _y ' -�-_ TRUNCATED DOME 3. CDHTRASTM COLOR NTHTHTHE Aa)ACEHT wviCEC SS�t/OJACDrt 9UIFACc! NCL �s R/RtoOR By � I PIERMISCE � U G Y, OATES � � •�„( D % 4.5 min. ---� DETa1 GOPAIap rpprr rprAq �Np6.,(rPDRpy��p pR pp�E► gNrg gp /R� 5�[g MONTGOM ERY r,1 2• C•G TRUNCATED DOZE 4'CRµ[� R6[F �CA4MT N II.AC-C K{ER PLAC� PPL AtT RBMP i 'OCR. PRECAS7CT TE SIW L BE C1A48 M4. N�• 002331 Q _ No.030342 cv q o d ' o 0 0 0 0 0 0 0 0 0 0 a.ITI OMMAtH "004 "ftobw 6 114 rC TO K_" ILONa BOTH SIDES OF THE RA&W � O O O O 0 00 0 0 0 0 0 0 0 6. CUNV� NO „,,.,,wtP c� TWOOUIRIII VLRVa"R110ED N PAYMENT O SECTION A -A 23i c-c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ►0N D At>�e M» sr cn-s at cG•r TK CURB FACE aH TTl4 sTMoxro e �SS 0 CqN v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ¢ oi`0 BBE ;6 T�o`�wT�i• (iniE LHD1rT"� a><m ao coFY wRASIQHL FILTER CLOTH KEY IN 8"-9"; RECOMMENDED FOR ENTIRE PERIMETER o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 & 6. CUFS RAPS ARE TipO �LOCA1Lo AS 90" ON THE PLANS OR AS fx+EGTW gy T+E ENQfER, THEY AAE TO I NMI � O SUR DATE: SEPT. 1, 2003 O O O O O O O O O 0 O O O O AT rTTEe�CTvIlT M ACC[iiiLL ROUT T1E NOR Qi WAY OF A NGHRAY {'A4UTY A 'RE Or TRHI MM-)( M10POdFA OR MON10 11TENT. THEY NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION 0 0 0 0 0 0 00 0 0 0 0 0 o MWATec}0�CAr B(rra,OCiiAf�E m ALKS A�°E>t W O (X�TT As oRElTED BY THE5, ENGP+EM BASKET, OR CONCRETE. n o 0 0 0 0 0 0 0 0 0 0 0 0 o Mts ifaTII ArFLe7 PbACELEINT, �LrZRIftd AS AcDH 6 UNOT� 89 TTRUCTTEpP SCALE: N/A 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED o 0 0 0 0 0 0 0 0 0 0 0 0 0 gg ANf,rrY "A'm �p p 1M+T PAP oauECTwa Au r E ELE,rHTS OF A FAWTY THAT cw W MTWPS MAYO, ENrLENtuO MID' USED PfA90RS '1'77H YOrIl1/Y (IEKTs THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF USING PLATES 3.18-3 AND 3.18-4, SOURCE: VA. DSWC PLATE 3.09-1 PLATE. 3.20-2 31MMUM ° NT am MAY g;,R°S"OI°THE tOAMA�ljNV0(TH'IL SECTIONS PROvnEo THAT THE nna aPE»4c q PULED SOURCE: VA, DSWC PAY UWIT FILE NO. 0110 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT w. 1YP(ca OFT 911,1(MJ( 19 4• Y TP X tK ENTRANCE COE OE SIDEWALK K DEPTH SHOULD THE nRrrm FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION DETECTABLE WARNING 0 71. /U:7E Or AIfTIGPAICD HEAVY TRUCJ( 11WFC tK C011LYIErE SO[RKK OEPTN SNOtLD BE NQiE/6ED OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE LESS THAN 8 INCHES. to r. CC-12 DETECTABLE WARNING SURFACE T� ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. Source: Va. DSWC Plate 3.18-1 SHEET 5 OF 5 .3103 TYPE A (PERPENDICULAR) APPLICATION 105 ws 203.03 - VIi OEPM1`IIW OP IS TRMP01,11ATTOR LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP U 0 ig M EXISTING FEATURES 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. Vl. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VOOT) Road and Bridge Specifications and Standards, The Virginia Erosion and Sediment Control Regulations, SCALE 1 "= 2000' o "o, o E;� EP w EXISTING EDGE OF PAVEMENT ____.._ .__._...._- _.___.. ___......__.-_.. EXISTING EDGE OF GRAVEL EX EG 2. The contractor shall coordinate with, :and arrange for inspection by, the Authority. and any other state, federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringentshall govern. oQo y ooa�'d co o 0 'IT"' 't 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. ~�� (�2 9 " v EXISTING CURB AND GUTTER i- ^' _M _- �� -E l �� _ 6 - -y- - - 4. The Sanitation Authority Maintenance Department is responsible for the installation of water meters through 2 V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. EX. INTERMEDIATE CONTOUR -- -- - --- .--- __-_ __ y U>__. ___ ___ .__ ____ ._. ___. in size. Before a permanent meter is set, they require; 1) .the frame and cover to be properly aligned with its meter box and yoke bar; V3, When working on VOOT right-of-way, all traffic control, whether permanent or temporary, shall be in �a`� ��c EXISTING INDEX CONTOUR - - -� - -- ,�D - - - - - - 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 2l inches; and accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January 1994 (or latest) edition of Road & Bridge a ti� �a��� �`°�' �, � +� N 4) all components of the meter box assembly to be in proper working order. It is the developers/contractors Specifications, Section 104.04-C. �o� 0 EXISTING SPOT ELEVATION X ,.�0. 0' responsibility to have the meter box assembly installed ,correctly. �F c T `� SITE ¢ CO > � �� EXISTING TELEPHONE LINE -------- 7-------------- 7_.._._.______.- i- __..___._ 5. For water and sewer services that connect on existing line: (A) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. An V4. The developer shall be res onsible .for relocating, at his expense, an and all utilities: Including traffic signal p p 9� p � y g g poles, junction boxes, controllers, etc. owned by VDOT or private utility companies. It is ,the sole ,� v ��' ��♦ �r o� � LL CU E +� v � o V c o r^ _� _ _. EXISTING SANITARY SEWER - ~-- k7 -- --- - application for service must be made and fees paid before work will begin. responsibility of the developer to locate and identify utility facilities or items, which ,may be in conflict with J�' D E �' (8) The Authority shall furnish and install ar15/8'; 3/4'; and 1 "water services. the proposed construction activities, VOOT approval of this plan does not relieve the developer of this responsibility. a:� e $ a 2 EXISTING ELECTRIC SERVICE ---- --- --- f -- ---- c -- (C) For 1-1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property j EXISTING GAS LINE ------- - CA.1, ----- - GAS ----- --- line. The contractor is to furnish and install the meter vault assembly. The Authority will in, the meter. (D) The Authority will install all sewer laterals. V5. Design features relating to construction or to regulation, control and safety of traffic may be subject to e change deemed necessary st VDOT, Of a EX. i 5 " RCP EXISTING STORM SEWER =:: __ _ - _- --: --. _- .- - --_ 6. When an existin water main is to ed for the installation of a new line: (a) the Authorit shall furnish all 9 pp Y V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary `VDOT land use PR OJECT INFORMA TION labor and materials to make the tap. (b) the developer/contractor must: (1) make application for the tap, (2) permits for any work on VDOT right-of-way. EXISTING FENCE LINE ----- ;>; ---- X --- - -- X --- pay deposit (before work begins); ;(3) mark the location of the tap; (4) make final payment when the work is Owner/Representative Developer completed. V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged and held by Pippin Enterprises, .LLC Commonwealth Design & Build EXISTING DITCH LINE 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. the engineer and/or developer with the .attendance of the contractor, various County agencies, utility % Commonwealth Design & Build 1.200 West Fairfax Street 1200 West Fairfax Street Stephens City, VA 22655 EXISTING WATERLINE W/ TEE ---- W-- -- companies, and VDOT prior to initiation of work. Stephens City, VA 22655 (540) 869-0309 EXISTING FIRE HYDRANT ire EX. ?�h' 8. Any water service line must have a double check -valve or PZ backflow prevention assembly, as required, installed. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a V8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined (540) 869-0309 �- �- �� e building a remote readout is required. length of time. VDOT will also require 48 hours notice for any inspection. Property Data Building Setbacks Per Code Proposed ■ U k UL Q EXISTING WATER VALVE �� -�--�- �,- -� - _ Tax Map Number 75-((A))-2Q Front: 35' 36.0' � CD p � EXISTING REDUCER �•r•-�-��-�� ��' -�� „�u�._ - �y-----�° '� 9• All fire lines shall have a detector double-check valve backflow prevention assembly or a RPZ backflow V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Vir inia Address Prosperity Drive Left Side; 15' 18.1' Area 1.9350 acres Right Side: 15 16.0, M ^� � N o o prevention assembly as required, The assembly shall meet ASSE Standard No. 1048 or 1047. A remote readout is required. Erosion & Sediment Control Handbook, Sec 3,02. Furthermore, access to other properties affected by this Existing Zoning B-3 Rear: 15' 102.0' Ln ® N EXISTING TREE DRIP LINE _ �_ �, _ •-�, , f n. �_: project shall be maintained throughout construction. Proposed Zoning B-3 Existing Use Vacant Parking Setbacks Per Code Proposed � /� /� c ENEI'V`1 L NOTES PROPOSED FEATURESGENERAL VIO. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of Proposed Use Office/Storage/Auto Repair Front: 5' 12.5' Left Side: 5' 5. 0' ON O o 0 U construction. Right Side: 51 6.0 -a 1. Permits must be issued from VDOT prior to any construction in a public right-of-way. PROPOSED EDGE OF PAVEMENT PROP EP V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and Zoning Uata Rear: 5' 7.8' � PROPOSED EDGE OF GRAVEL PROP EG 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. when possible are to be installed under.roadway drainage facilities. V12. An unusual subsurface conditions encountered during the course of construction shall be immediate/ Y g y Open Space Minimum 25% Use For Parking Unit Space per Sq. Ft Open Space Proposed 26..0% Office Space.: 4,750 1 per 250 sf F.A.R. Maximum 1.00 Service Bays.: 6 3 Bay Cn M S C o 0 ko ro N o 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering per F.A.R. Proposed 0.23 o N PROP. CURB & GUTTER PROP CG-6 and leaving the site. brought to the attention of the engineer and VOOT, Work shall cease in that vicinity until an adequate g g Y q design can be determined by the engineer and approved by V00T Loading Space: 19,000 i per30,000 sf � i b fi a 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this be developer. Total Parking Spaces Required 37 ;� a Cn a �• PROP. REVERSE CURB & GUTTER PROP CG-6R site will the responsibility of the All damage must be repaired to original conditions. V13. All fill areas, borrow materials, and undercut areas shall be inspected and approved by VOOT Inspector prior Building Da # of Handicap Spaces Required 2 ta ai o -o o PROPOSED CONTOUR 50 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3.02. The contractor must maintain this access for the duration of the,project. to placement of fill. Where CBR testing is required, a :VDOT Inspector shall be present to insure the sample obtained is representative of the location when soil samples are submitted to private laboratories for testing. e o T. f Construction 2C - Metal # of Loading Spaces Required 1 Type o a, The samples shall be clearly marked and labeled as belonging to a project, which will be accepted by VDOT, Proposed Use Office -Warehouse/Stara e/Re air p 9 P Total Parking Spaces Proposed 39 PROPOSED SPOT ELEVATION +50-0 6. The contractor will be responsible for adequate and positive drainage of this site. and that testing shall be conducted according to all applicable VOOT standards. Proposed Area 35 fie sf + 10,000 sf = 19,000 sf # of Handicap Spaces Proposed 4 Maximum 35 feet � PROP. 24" ADS PROPOSED STORM SEWER �, PROPOSED SANITARY SEWER S S S 7. The contractor will obtain a Land Disturbance Permit prior to an site work or construction. P � Y 8. All construction will done following the laws and guidelines set forth by OSHA and VOSH.- V14. All roadway fill, base, subsurface material, and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95 % of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or .Height # of Loading Spaces Proposed 1 Height Proposed 20 feet Sign Dabe f 417 minus 2 % of optimum moisture for the full width of any dedicated street right-of-way. At the direction of.a Sign Area Allowed 100 sf� PROPOSED TELEPHONE --- T ---- T - T --- 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions. VDOT Inspector, density tests performed by a ,qualified independent agency shall be conducted as required in the VOOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT Sign Area Proposed 1:00 sf Sign Height Allowed 35 feet i PROPOSED ELECTRIC 10. The developer is responsible for the relocation of any utilities required by this site plan. approval. Pro Height n Sign g posed 35 feet PROPOSED GAS LINE 11. Al! Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where PROPOSED WATER LINE 12. All controlled fill must be compacted to a minnimum of 95 % density following Method 'A' of the Standard determined necessary by iVDOT Inspector. Contact Numbers Seals and Signatures PROPOSED WATER METER y Um Proctor ASTM-D698, AASHTO-T99, or VTM-.ff as applicable. Any fill placed under buildings, .structures, or V16. The installation of an entrances and mailboxes within an dedicated street right-of-way shall meet VDOT Y y g y PROP. FH pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes this if minimum design standards and is the developer's responsibility. PROPOSED FIRE HYDRANT D& note provided. Engineering Firm: OF H �FV�� o; 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 V17. Prior to acceptance .by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VOOT on an account receivable basis. Stop signs shall Montgomery & Associated (540) 869-0308 Surveying Firm: a�GP�TH I�j� G1 COMMON LABELS & FEATURES shown. be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) .feet above the GreyWolfe, Inc. (540) 545-7,823 S PROPERTY LINE OF PROJECTSite 14. The contractor will contain all .litter and debrris on -site. The work must be left in an order/ manner at the end y of each workday.shall edge of pavement and the post shall be a minimum of four 4 feet from the edge of avement, Sin posts g p p () g p g p ,be of a type found in VDOT's approved list. A co yp pp copy of this list may be obtained from the district Zoning Enforcement: Department of Planning 540 665-5651 p 9 ( ) BENJAMIN C. u y RY , OATE5 MONTGOMERY ° N0. 0 331 �- � U `� �+ � Q 15. An approved set of site plans must be on -site during the construction process. section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. Inspections: Department of Ins ectio s 540 665-5650 p p g( ) No. 030342 Z 0 k/ / i 03 T J LQ cry , NEIGHBORING PROPERTY LINES 16. The contractor will notify all utility companies prior to excavation within easements. V18. The developer must provide to the local VDOT Office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated right-of-way be to the local Erosion and Sediment Control; � Department Public Works 665-5643 S 10NA1 � O 4 � Q EASEMENT LINE 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty street must provided VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. of (540) Sanitary Sewer and Water: Sl3Rv� W W (f� Z days. Fred. Co. Authority j PROPERTY CORNER FOUND Sanitation (540) 869-1061 P 12 PARKING SPACE TOTALS O V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means ofa mechanical spreader. be determined Telephone : Verizon (301) 954-6282 Electric: Alleghany Power 654-3317 THESE E PLANS ARE IN CONFORMANCE WITH COUNTY OF ES S W � (6 O T � � Q U DEPARTMENT OF INSPECTION GENERAL NOTES Density will using the density control strip as specified in VDOT's "Road and Bridge Specifications" (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A (800) Gas: Shenandoah Gas Co. (540) 869-1111 FRESTANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE O �+ U � w ADA HANDICAP PARKING STALL � certified copy of the test results shall be provided to the Residency Office. In to checking stone MISS UTILITY: 1-800-257-7777 .addition ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. 1. Budding(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 (Storage) and the BOCA National Building Code/1996. Other codes that apply are CABO All7.1-92 Accessibility SIGNS -a- depths, a VDOT Inspector shall be notified and given opportunity to be present during the .construction and testing of the density control strip. ^^ U V Zoning General O and the Usable Building & Facilities. .Notes SANITARY MANHOLE IDENTIFIER 2. The requirements in .BOCA mandate either a fire wall Section 707 or a fire suppression system if height and q ( ) PP Y 9 V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's "Road and Bridge Maximum i 1. Exterior lighting will be provided by wall -pack IDENTIFIERF-11 STORM DRAIN STRUCTURE3. area limitations are exceeded for the type oif construction under Table 507 of BOLA. Specifications" (Section 315) and VTM-76. A certified compaction technician shall perform these tests. A Environmental Existing Disturbance Proposed lights attached to the .building & /ightpoles. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for certified copy of the test results shall be provided to the Residency :Office..A VDOT Inspector shall be notified Features Acreage Allowed Disturbance 2. All lights will be shielded or directed to prevent LJLJ LIGHT POLES -- buildingpermits. Plans must show all in ress/egress locations to the exterior per CABO 117..1-92 and meet P g p requirements of Chapter 17 of BOCA. and given the opportunity to be resent during the construction and testing of the control strip. g pp y p g g p p o o Flood lain 0 acres 0 /0 0 /o glare on neighboring properties. 3. Outdoor trash receptacles will be in an enclosed 4. Maximum slope across handicap p p parking stalls shall not exceed 2 %.. 5, A greas%il seperator shall be installed if a floor drainage system is installed within the repair area, V21. Approval of this plan shall expire .three (3) years from the date of the approval letter. pP Lakes & Ponds 0 acres 0% 0% Wetlands >IAC 0 acres 0% 0% six ,(6) foot fence. LOCATION OF TEST PITS 6. The 2000 International Building Code can be utilized for building design. 4. This project will not disturb any environmental ° ° Sinkholes 0 acres 0 /0 0 /o features as defined by the Frederick County FIRE MA RSHA L L GENERAL NOTES TRIP' GENERATION DA TA Natural S. W. 0 acres 10% 0% Retention Areas ` Zoning Ordinance, 5. The owner will be responsible for obtaining or EROSION & SEDIMENT CONTROL FEATURES Steep Slopes >15% D acres 25% 01yo j granting easements shown on this plan. 6. Easements will be recorded and copies sent to the , 1. An inspection by the Fire Marshall's office will/ determine where curbing must be painted yellow. Woodlands 0 acres 25% 09/0 i parties involved. Z INLET PROTECTION E1p `"��� 2. "No Parking -Fire Lane" signs will be placed( on the site by the .Fire Marshall's direction. 7. All utilities that will service this site must be o 3. The contractor must align the fire hydrants ;to the direction as determined by the Fire Marshall. DATA TAKEN FROM THE L T E. MANUAL 6th EDITION placed underground. APPROVALS OUTLET PROTECTION ®Op 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. ~' LU 5. Emergency vehicle access must be provided( at all times. Fire hydrants will be always be left unobstructed. BUSINESS PARK (CLASS 770) 12.76 PER 1,000 sf X 9, ®®0 sf = 243 VPD `S CHECKDAM CD RESPONSIBLE LAND DISTURBER DIVERSION DIKE NoDD - � � SILT FENCE W/ WIRE SUPPORT WF NAME. W . LANDSCAPING CAPING NOTES Frederick County Zoning Administrator Date SILT FENCE W/O WIRE SUPPORT SF CERTIFICATION #: 4 1. Miss Utility must be contacted prior to planting, Advise engineer of record of any conflicts in planting locations 1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. � SEDIMENT TRAP ST EXP. DATE 2. Trees and shrubs shall be healthy and ,free of insect eggs, larvae, and disease. The plants shall have ample .roots 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is DATE: SEPT. 1, 2003 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth .in and be well branched. The planter shall guarantee al/ plants for one year. not in progress at the end of this period, Authority approval shall be void. SCALE: N/A the plans, 4. The Frederick County Department of Public Works approval is not enough to begin site development. The FILE NO. 0110 CONSTRUCTION ENTRANCE CE 2• Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, &Designer 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. shall be void. 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans prior to commencing any site work. must.be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA .3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. 4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department. requirements and be approved by Inspections. SHEET 1 OF 5 L 75-((A))-2H LOT 11 CARL T ON R. i!rEWL iN h!!STF 0000092,18 ZOIdEU' 5-3 USE- Or FI CE/bM,gENO USE 765 750 Zt aW o t 755 __._.__.____.____ 11 i l - -, 8" SDR-35' I � I ! I ( { (46 750 1 ii1••15 I 1� !2! I IU `� i � Lij Ix ZE- 745 ._.. ._.._._ ._� W{_._.. - !d_- { �J!� i OWLn� N,pQ oho Q) 0 0; -'� ? N 00 g; ++ +_ Q +I ++,� i 6lQ6l cS oIZ(� 0 50 100 WA TERLINE PROFILE 765 760 755 750 R7-8 HANDICAP PARKING Sl� (12" X 18') RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED VAN ACCESSIBLE PENALTY $"100-500 TOW -AWAY ZONE MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES j k REQUIRED h EFFECTIVE JULY 1, 1998 z Zi rh PARKING SURFACE CONCRETE WHEEL STOP 745 OF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) 60' PROFFERED RIGHT OF WAY FOR I FUTURE ROAD EXTENSIOX I \ ate\ TelePed o� / � ,, I , •.r 1. - 1 1 Q I � i I�H W II ( SSi.cr) �. R1M-7 1.16' A W CC i o 0 I 75-((A))-21 -, LOT 12 CRIDER & SHOCKEY, 11,•1C, OF WV INSTR. 00000 i 335 ZONED: B-3 USE., AUTO REPAIR VOOT ENTRANCE NOTES. 1) INSTALL ENTRANCE PER CG-11 SPECIFICATIONS. 2) INSTALL CG-12 RAMPS IF DIRECTED BY VDOT FIELD INSPECTOR, 3) CURB AND GUTTER FORMS MUST BE CHECKED BY VDOT FIELD INSPECTOR PRIOR TO POURING CONCRETE FOR GRADE, I i 3 t TAP BY ,C CSA ice— s^ j i W � r c-, TETPITW q I REQ'D ~I I Z ! I W i i � I ' �-- �, W 75-((A))-2R LOT 10 RT&T PARTNERSHIP DB 662, PC 48 ZOAIED: B-3 USE- VACANT 3' MIN. CG-6 12: 7 12: I N 3' MIN. CG-6 NorEs: �a 1. H/C SPACES MAY NOT EXCEED A 2% SLOPE. Prune codom/nont lead#m__ - DO NOT prune terminal leader or branch tips Prune rubbing or cross branches Remove tags and latelsue_ Cut away all balling ropes Remove top of wire basket Prune narrow crotch angles & water spouts -Prune broken branches Prune suckers 2 =3' mulch kept /away from trunk Sol/ well to contain water Prune out any dead or broken branches, remove all tags, labels, stn'ngs, wires, etc. from plan. -3' Saucer nf,y 2-3" mulch Set top of root ball !/ equal to or 1-1" above grade. �• ! , (,]7{ f}t Remove container, use sharp blade to make ;7y: � ' '. • 1111 "'k ��i/A'�j,• " S: foul/4"-1" cuts the length of ball and cut a 1 /4' X on bottom of boll; loosen compacted roots. CONTAINER GROWN SHRUB Parking Lot Landscaping Data 950'= Perimeter Per Code Proposed Interior 1 Tree per 10 spaces 3.9 4 Total Impervious Area 1 per 2000 sf 32 63,750 sf Percentage of Green 5010 6.8% Prune out any dead Area in Parking Lot 1, 972 sf 2160 sf hr L-an branches. oil tags, labels, wires, etc, from TREE - Dogwood (Corpus Kousa) - 36 PROPOSED s" mulch OTHER DECIDUOUS SPECIES MAY BE SUBSTITUTED Set top of ,pat ban WITH APPROVAL OF FRED. CO. DEPT. OF PLANNING equal or '-2• g above grade. 2" CALIPER AT TIME OF PLANTING s rope & burlap Pot boll, SHRUB - BOXWOOD - 7 PROPOSED (HEADLIGHT SCREENING) 2. RAMP BUILT TO VDOT CG— 12 STANDARDS. possible if fro/d-grown Leave solid so,l pedestal - do not dig deeper than boll depth Dig hole 2-3 times 24" TALL AT TIME OF PLANTING 3. WHITE STRIPING SHOULD BE 3" WIDE. width of root boll, Dig hole 2-3 times root ball width BALL & BURLAP SHRUB 4, H/C SIGNS TO BE SET 3' BEHIND SIDEWALK TREE PLANTING DETAIL OR MOUNTED TO BUILDING IF POSSIBLE. SHRUB PLANTING DETAIL 20' Of 20' GRAPHIC SCALE �l , Backfill so;/ ' " • • t/ f " • Partially backfln, C water to settle Widen and score I soil, finish holes in wall l 7 backfilling Area for water Remora container and drainage (Pipe cut circling roots if or file could container -grown, or be installed) as much burlap as (NOT TO SCALE) (NOT TO SCALE) t ' v IRF � t 4, + (10, R V' W I `J X s_ 78' + 1 4 p W . 368 64 26 N 59' 23 I u ( f it TES _ _ - I'll w I i WITH GA _ _f { i ,V 1 ! GNRITy FENCE 15' gRL . OUTDOOR STORAGE ! I 1 5.5 R w I i ! 7'R OPAQUE SE INOPERABLE VEHICLES & I `" W SEp 6 OP STORAGE OF AUTO PARTS IS - "'- +- �? PROPO� _ PROHIBITED OUTSIDE OF A I +W i 4 RETAININ WALL 18.12 PR.►R x M _ ENCLOSED DUMPSTER o i � I X I V o I - ' `., I p 1 I 1 � t. c LLLiiL Q ! 11 e E y o• Wa a i i , L_jT _ rl o o o. o o o Qc q' �� f Wlo� I"I —�- GAS o { o 0 0 �; o � , � ' 12. ! W ; �' � I I o o ! + I 2 (.0 O O O i7 Wp IikLJ i4 +'- I W I 1,250 sf UNIT 1 { 4 000 sf ! I 4 000 sf I UNIT 2 1,250 sf � I ! HT-20' 4 BAYS i HT=20' i I HT=20' i 4 BAYS HT=20' OFFICE i WAREHOUSE { i WAREHOUSE ± OFFICE Y FF=755.90 `t �� V 1 ti I �, (! (Q ; 3 i FF=759.90 I { FF= 759.90' i d I FF= 755.90' i ' i i w 1 I I 3 I I ACCESSORY USE o { ACCESSORY USE v i i !� W o I �i °jo ! N I I o I I o ! o 10 1000 gallon 14i j ! i I I o © o o pump tank i v a i I i a I I T w w <,. op=750.0 � � I I � 15' BRL � I _ 125' of 1 " Forcemain s S �_ —_- s — s S --� O O 3 R - o--s--s=s�S=s=-=S=S- s_- sr---s s--- _. _s—s.--s_---s_ --- LA WI TERAL STUB PER AS-BUILTS PROVIDED_ ___ . ___ B _-- -- --__ �i C C - GA - X8"TEE G%�S — G,45 - --- GAS ---- GkS -- GAS -GAS - 4 GA 'GAS -- - GAS -_ _ GAS -- -GAS — _ GAS — AS --- GAS - - GAS --- GAS -- GA O GAS GAS -- C� GAS 9- - GAS ( i I IRF VIII/ --�--EX. 8" STUB ;EX. 10' GAS ESi�/T EX. 20' DRAI,IAGE &UTILITY ESMT �- ____ S 45' S0 39 E - 33714T L --- ___ ___. I __ __ I _ _ __ 1 ._ --_ ___ _ - 1- -- (- - a 1 TEST PIT RE + /Idli 759 �_ _ -- ,: ---' == __� _ � _-- -. L I{ w i �. 5 INV=758.i7' 75 ((A))-2F , ± 6 1 I j LOT 8 1 ,1 i LYLE P. STROSAlYDER, INC. ' DB 92 i, PG 1021 :I ZONED: 3-3 USE: HVAC CONTRACTOR COMPLETELY ENCLOSED ! �l'R BUILDING ! i '" , STEEL POWER I S I LI 1 1 POLE ( ' BAY-1 BAY-2 BAY-3 BAY-4 I ( ( 4 I ! { PAINT ROOM j u I I ( ENTRANCE 3R � ; I I ? ,;.6'R I awl Iiw� All required ingress/egress doors shall be handicap accessible. 4i I I 13'R TR ! I ( JR �° 7,875 sf i I i Repair Shop ;; 9,000 sf total I HT=20' ! AUTO REPAIR l I { o i FF=759.33 ! i I (yl1 i I / ilV'V=740.7' 4 EXIT ONLYLQ ! I 1,125 sf Office I a 4 /o s 5' Turn -Down Sidewalk Handica Accessible . - I ith1�74�.9 — S S S S S S S S S S S S S S S S k I ; 3 R 195' of I" orcem in 0 15 0 ga to PUMAfan L O J CIN o± ' X X' X4.5'R '` i 12'R ul ! g8' 8' 8' 9' 4.5R !' 5 R03 c� in U `) PROPOSED 3' I o (� I ! o RETAINING WALL ! + I ^ J w ' ( L- 4.5R 128' 4.5R 5'R 8'R ( i o - ff I I J I m' W C',��� I � cl LOADING AREA 3R 2 " OF SM-2A 6" OF 21-8 COMPACTED TO 957,, DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 957a DENSITY TYPICAL PAVEMENT SECTION FOR PARKING STALLS ONLY 1.5" OF SM-2A OF BM-2 8 OF 21-8 COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL PAVEMENT SECTION FOR ENTRANCE AND TRAVEL AISLES 4 " OF 3000 PSI CONCRETE W/ FIBER 4 " OF 21-8 COMPACTED TO 95Z DENSITY \/ SUBGRADE FREE OF ORGANICS & COMPACTED TO 959 DENSITY TYPICAL SIDEWALK SECTION ' 8" OF 3000 PSI CONCRETE W/ WOVEN WIRE REINFORCEMENT 8" OF 21-3 COMPACTED TO 95q DENSITY r\/ SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL DUMPSTER SECTION Seedina Schedule (Der section 3.32 of VESH 1.) Topsoil will be spread at a minimum depth of 4 ". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.) Seed mix will consist of 75 % Kentucky 31 Tall Fescue, 10 D/o Annual Rye, 10 % Foxtail Millet, and 5 % Red Clover at 200 /bs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. L O 0 co O � 0o UJ00co O O v o� `\ 0 N O tV U zE C) M oE a E SZ PE O Cn n � C O o0 U r0 � M O � � v � O N RS ij � o L y o v z O � � O v ' ) ` W F` Vz o ° M �3 o O LU �LU J r� (n q� m Lighting General Notes: 1. Proposed Lights for this project are Hubbell RCSA-400ST (400 Watt) Lights or equivalent. 2. Lighting must be installed so as not to produce glare onto Z neighbors and roadway. ti ti Seals and Signatures H O F � I,QG, Z, BENJAMIN C. y u R, ES W MONTGOMERY f` No. 002331 Q �0 No. 030342 cv TOSS �y0 ZONAL SUPN DATE: SEPT. 1, 2003 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 OF 5 765 760 755 750 745 740 0+00 770 765 755 750 745 740 0+00 i- ! - F =755.90' 1 1 I W U cL_ 1 I POW I 0+50 1+00 1+50 2+00 2+50 3+00 3+50 PROFILE THROUGH OFFICE & WAREHOUSE BUILDING HOR: 1 `50' VERT• 1 "=5' 0+50 1 +00 1 +50 2+00 2+50 3+00 PROFILE THROUGH AUTO REPAIR BUILDING HOR: 1 "=50' VERT: 1 "=5' 96" 108" I 24 " I 24 I J H2O LOAD RATING TOP � 4 " INLET BALL VALVE 1000 GALLON TANK 'ALARM" SWITCH - 28 "— CHECK VALVE - "ON" SWITCH - 22" "OFF" SWITCH - 10" 3+50 CONTROL PANEL MOUNTED INSIDE 1 " OUTLET 2HP GRINDER PUMP ZOELLER MODEL 820 OR EQUIVALENT h� 765 760 60' PROFFERED RIGHT OF WAY FOP, FUTURE ROAD EXTENSION 755 750 Adams 745 V lRl 740 1, 4+00 770 765 75-((A))-21? LOT 10 RT&T PARTNERSHIP D8 662, PG 48 ZONED: 8-3 USE. VACANT 20' 0' 20' GRAPHIC SCALE 1 I )OPAQUE PROPS r,61.6' ti w y 9,000 Sf total i ( 59 Q ! HT=20 ( 1 I AUTO REPAIR 59 ! Ff=759.33' i J f 592 -3 r I IN 753. 6' 11 61,7" I w f` I 60 D a TAP BY FCSA - z >; I 58 - 58 58 4 ,xµu .. s s s s .,, s s s s s f , v � ' �-1 " cem i I I � 1' w I .zJ 15) I \ \ TE 1 PIT y 60 \ i REd? D 1 I 16 1 - , 760 t\1 755 i 750 r 745 i I 740 j 4+00 96" (DZEOANGrNEERED ZPRODUCTS LOUISVILLE, KY. TANK DESIGN PROVIDED BY: LouisMue, KY. WBS = PRECAST WINCHESTER BUILDING SUPPLY CO., INC. (540) 667-2301 FAX (540) 667-3430 PUMP INFORMATION PROVIDED BY: JNO. S. SOLENBERGER & CO., INC. (540) 662-3457 832 BERRYVILLE AVENUE WINCHESTER, VA 22601 58 __S 7`- ! I L WV / 11..9 I 3 C. i r 'L 9-559-5 / I I 6 w i I 1 1 {n y F. L a o!Z31. �1r ras E oQAS 0 .62.2 �i I z I 62.0 i I ice', 1,250 Sf � t i I i UNIT 1 4 000 sf HT=20' 4 BAYS i i HT=20' i ® I W +I OFFICE WAREHOUSE 58 ' FF=759.90 I ! - , i 9 / r' I I FF-759.90 I I 62.3 ; ACCESSORY USE r o ' II I 62.�I _ -__ 759 - 1- orcem(' _ —_ _ _ S S —_ L4 FERAL 8 PEP, A -BUI�. TS PROVIDED 757 9 — _ SAS -- GAS --lS -- GAS — —\GAS - AS - II i lR { — V!N� `~- EX.��'� $�S~ �... JO' GA: EX. 18'RCP j I\ �` 7 ` Al PIT REO'D759. - E:r 62, 1\ \ I,10;-�5 ---.,- ( 62. r �1 \ FIRE MARSHALL NOTE.• i i I 1 41 BUILDING AND PROCESSES SHALL MEET ALL REQUIRED ` I BUILDING CODES AND REGULATIONS AS WEL AS FIRE PREVENTION CODE REQUIREMNTS INCLUDING CHAPTER 1 ( 1 13 APPLICATION OF FLAMMABLE FINISHES AND CHAPTER 32 FLAMMABLE AND COMBUSTIBLE LIQUIDS IN THE i I , 1996 EDITION OF THE BOCA NATIONAL FIRE { , I PREVENTION CODE OR THE 2000 EDITION OF THE IFC. , j l SEWER PUMP TANK 1. THE 1 " FORCEMAIN AND THE TANK ARE TO BE SET BY THE SITE CONTRACTOR. 2. THE SEWER LINES FROM THE BUILDING TO THE TANK AND THE GRINDER PUMP ASSEMBLY WILL BE INSTALLED BY A LICENSED PLUMBER. 3. THE PANEL BOX AND ALL WIRING FOR THE PUMP AND ALARM SYSTEM MUST BE PERFORMED BY A LICENSED ELECTRICIAN. PUMP PERFORMANCE CLIRVfE MODEL 820 � � 9 =3 zr �l 1 TEs r, a6 07 1 Y) 4" X 1 " SDR-21 REDUCER 4" SDR-21 SEWER LATERAL -..— I" SDR-21 FORCEMAIN --+�- 29 MIN. SEWER CONNECTION DETAIL ' i Ij GATES Jr 75-((A))-2F LOT 8 LYLE P. STROSNYDER INC. DB 921, PG 1021 ZONED: B-3 USE: HVAC CONTRACTOR ,I ' 26� W , 368.64 1 N 59. 23 X W +�4S.GAS'._...- 5 _ -- 50 , J9 E - 337. W S-- — - AS 4 ' U GA.S-? -GAS- f `° ( w w 4, tq TAPER PROFILE 4J �` �i N I A `� \� J 4! r } � 3 w cp 3 w1w f` � � 1) wiw� 1 1.9, 12'F 21 B--{ , 2 O J. 5 2'-7"(CG-6) LO Z N NQ FLU W3 N \mN 3 w Q W vj co \ Eli U 0 C U ENTRANCE PROFILE 's and Signatures I �H OF `PON o BENJAMIN C. y u MONTGOMERY �o No.030342 �1 .cuss j �Gti IRF, PLTH OF c R R, OATES No. 002331 gtio v�.uo U_ O 32 0 COCO co CO CO o 0 It O ) NU0 o `V U > c U � O ,� wE N N 0) Lf- o Q ` U) CO o U 00 � ^� � .� o 0 L O ��Ca�1 N m ) 16 c� 0 0 ,.J Q U 0 z a j Qj �z zi c QV Ww OV � W ` cn z m W 1 0NAI SUR DATE: SEPT. 1, 2003 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 3 OF 5 EROSION & SEDIMENT CONTROL STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed storm water conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. EROSION & SEDIMENT CONTROL NARRATIVE Proiect Descriotion This site is located in the Kernstown Business Park on the west side of Prosperity Drive. The purpose of this development for the construction of 19,000 sq. ft. of buildings to be used for offices, warehouse, and auto repair. This development also has parking and drive aisles for access. Existina Site Conditions The lot is a vacant field with brush and an existing regional stormwater management pond installed and maintained by L.P. Strosnyder as shown on their site by others . Adjacent Parcels The areas to the north are occupied by a HVAC company that is still being constructed in phases. The area to the west is a railroad and overhead transmission lines. The southern parcel is vacant woodlands. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA" shows Carbo-Oaklet rocky silt loams classified as #6C. This soil is predominately yellowish brown silt loams over bedrock and offers 'severe' erosion hazards. Topsoil on this site appears to be 9" thick with several rock outcroppings. Erosion Control Proaram . Install construction entrance with wash rack • Install diversion dikes • Install rip -rap arc around stormwater management pond's outlet • Install ditches with check dams • Install culvert with inlet/outlet protection • Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the _Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8. During dewatering operations, water will be pumped into an approved filtering device. ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. Frederick County Note: The Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. 755 750 745 740 755 750 745 740 50' PROFFERED RIGHT OF KAY FOR I 75-((A))-2R FUTURE ROAD EYTENSIOtd LOT r0 75-((A))-2H I RT&T PARTNERSHIP LOT % 1 I DB 662, PC 48 CARLTON' R. NEWLIN I 1 ZONED: 8-3 INSTR. 000009213 I USE: VACANT ZONED: 3-3 APE USE: OFFICE I;'AREHOUSE svq p FH i Imo' S r ors i I ` � r �`- 6 -- 75-OT 12((A))-2l L CRiOER & SHOCKEY, INC. OF WV 1NSTP,. 0000013.35 ZONED: B-3 USE AUTO REPAIR T tt `4 1 9 - lv jPAL JB PER-BUrFTS PRG ± I � 1 1, I I FLOW ,#57 Stone VARIES LENGTH 44' EC I RIPRAP RIP -RAP ARC DETAIL TO BE LOCATED IN EXISTING POND Stormwoter Monoaement Pond Note: ELEV=744.0' EX. GRADE All accumulated sediment shall be removed from the stormwater management pond at the time of final site stabilization. As part as of final site stabilization, grading and seeding the pond will be necessary. Culvert Drainage Anolvsis Droina?qe Area = 3.4 acres Tc = 5 minutes Intensity = 6.8 in/hr (10-yr) C = 0.75 (Industrial Area) Qio=(3.4)(6.8)(0.75) = 17.3 cfs OUTLET PROTECTION 765 760 755 75-(/A))-2F LOT 8 ME P. STROSNYDER, INC. DB 921, PG 7021 ZONED: B-3 USE. HVAC CONTRACTOR 5'-2" TALL X 12- 'HICK WALL 48" W/ E X 12" TH/C FOOTER 0_ 765 760 755 U R O MLn � � h O U -� 70 Q0) M S p o @, w :3 C U 0 w1W � i I W I W ' I LQ ►r (��J 4i `K W (j w W(W CX �Po� qo i.l 1 30' 0' 30'ac GRAPHIC SCALE p wa W v O Q � W � m 12" FINAL WALL DESIGN WITH REINFORCEMENT TO BE PERFORMED BY ENGINEER Is and Signatures 4H OF Vl �c BENJAMIN C. ry �o No.030342 �ZQ T�SSIO ECG~ NAL ii�P�.TH OF I, GARft, '0ATE S No. 002331 DATE: SEPT. 1, 2003 SCALE: 1 = 30 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: 0+00 0+50 1+00 STORM SEWER PROFILE HOR: 1 "=50' VERT- 1 "-5' CUL PERT SIZE Q N 10-YR WIDTH A APRON LENGTH WIDTH B STONE AREA SY 1 24" 17.3 cfs 6.0' 14' 24' 6" 36.7 0+00 0+50 1+00 1+50 2+00 RETAINING WALL PROFILE HOR: 1 "=50' VERT: 1 "=5' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. FILE NO. 0110 SHEET 4 OF 5 U Q LJL METER BOX and COVER O U_ "A" *A6," grade trench (o I -6minimum+ METER SIZE METER BOX METER BOX COVER M 0trench width O O general backfill ^b ;:' S/8"x3/4" or 3/4" f 8 in. Dia. Non -Traffic M32C-PW •, as required ww 6general backfill form board (typ ' . machine excavation limit � 1� (0 co (see note) La.' Traffic A32HH - T 6'dia. schedule 40 steel , \ 00(see note) } rl:. Non -Traffic MC30 (Frame) WITH RML-1-T (fop Liid) , pipe filled with concrete f 3' O O 1" 24 in. Dia. �t '��'�'��)'vM"'"'";�" �w• +Z�„,�: ', 0..1hF11 Traffic MC•30 Frame WITH RML-12-T o Ud •••, and painted yellow ,y;..O.D..,erw ,�: 8"8""„ treated2'x4"with 'd 2' .meter box Oconcrete • 4,,.N•.,.4. E1W,, .is.a top 6" painted b..trench bottom24' select back ill 24" select backfill' gate valve- gate valve and cover ' •t' ?, Sundisturbed one bedding•(see note) (see note) &boxes &boxsidewalk 5 H 24' r•' 18" 18" dia. • 1'•6` ( w: TYPICAL SECTION •'' TEE, WYE, OR PLUG concrete . �• ^ encasement t' l' 3' � ;'t,', d „ •. concrete pad � 6" 6' in lieu of wood forming the fitting may be wrapped with denotes hand excavation 1'-6" sq. x 6" deep r ', i `_ m <0 O.D. O.D. polyethylene, and the concrete poured to completely surround "D" = 12 min. for 1(7' and smaller pipe meter by ..� N OU 1 /2 O.D. the fitting and against undisturbed soil. The bearing dimensions "D" = 18' min. for 12" thru 20" pipe 18 F:C.S.A, concrete ii V against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions. 3" stone thrust block x Q surrounding box o, BOLLARD DETAIL (o ] +6" minimum Meter Size Coppersetter ll 6^ g" CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS ;a = stone stone Pipe Plugs, Wyes & 11 1 /4' and 22 1 /2' 45° and 90' P F 5/8" x 3/4' A•C3635-01 w/ 7 Y' Opening 8"-10' r ' I' Y +� U Dia. Tees Bends Bends O¢ O (D Co O A B C A B C A B C + 4' stone f4i 6'RC O E STANDARD CONCRETE ARCH r:� �; 3/4" A-C3635-01 w/ 7Y" Opening ' a r . direction of setting to be approved prior to installation s V 6" 1'-0" 0'-9" i'-0° 0'-9" 0'-9" 0'-9" 1'-3' 0'-9" 1'-9" �'•k^tvN � ,• O {Z 8" 1'-3° 0'-9" 1'-3" 0'-9" 0-9" 0'-9" 1'-6 0'-9" 2'-3" t screw type m 10" V-6" O'-9" l'-W V-W U-9" V-3" ¶'-9" 0'-9° 2' 6" t� ' 1" a adjustable valve box 36" min. A-953t 9-06 w! 10 /a" Opening "� • •'•;;'p5 ' 12° (n U general backfill 12" V-9" V-0" 2'-6" V-3- V-0" 1'-6" 2'-0" 1'-0' 3'-0" 9 general backfill 14" Z-0" V-0" 3'_0" 1'-3. V-0" f'-6° 2'-6" 1'•0" 4,-0° ;: •.. ' ,,�,.. ;;':::: (see note) ti "".'::. "..':.". as required concrete pad 1'-6" sq. x 6" deep (see note 16" 2'-3" 1'-0" 2'-0" 2'-9" 1'-0" 4'-6" 1" CTS polyethylene tubing •'•8°'� � •'�' •'• 8" � �'� � • location marker w .,4.,4, "•;"a: ' 4sw:4i:wa): •« " .:^ .: ' t"Y''• r, '" 18" 2-6° 1'-3" 3'-9" 1'-6 1'•3" 2'-0° 3'-0" 1'-3° 4'-9" (PET) 200 psi with SS inserts I4 Y "•"• r. CJ. ki N 3 ?` saddle with O.D. s^ir.;�i )I::%•, ; at;^nra'�Pro; :..r ;. Iv t 3;1.,�.N, •titN . as?A ,4n Mjy;(y;," iss w I - stone valve megalugged .tvi AiY 41)•''t(?'� " tES C"^ '" 20" 2'-9" 1' 6' 4' 0" i'-9' 1'-6" 2' 0 3'-3" 1'-6" at all connections AN•I N,4,.Y NA.. Corp stop 2" min. - 6" max S,)F ,.,[{O.D. .•,ra tO,D;w a: megalugs to main 3; . 8" gSy, ;;.r• ^ r ")n 8" 6° 7:..µcatt 8" stone 6" i. 1/4° THRU 90' BENDS } , 2' ' } -- megalug :h::t•'.4. :7)�;l.m ��., . 'G7;;', .1?. : >:• �:3�>:Si:.i'r,�}v, •.,+,.',t } 2, } ......................................... • p 24" select backfill 24" select backfill w' ' " 4' stone 1" coupling (see note) (see note) PJX FIP C14-44 ' S; �'' , • 2 I screw type galv.(1 rods over fittings and COPPERSETTER COMPONENTS ( ) ; �' ' a, } embedded in concrete thrust blocks. -- with SS insert and o7 1 •• : } adjustable meter service line copper Inlet- outlet- } • s• t i ,,i t•s '•;, s ' •s • f „ r • r stone '' size height connection bar tubing size Angle Ball Valve Angle Check Valve MIP plastic plug �; i : ? }i}i t.: t}� .j•�j .f+r'� >;r"; r ., : ii ;t}1s, 'a`'; •I 2• ; ,':' 2 valve box ):' L :•' stone stone to be minimum O.D. ` !,fir 6" /8 )p/ 18 above t base locator marker r. I P 'i of 6" a to o e 5 4" D-31014.12 p JA.: 1/2 O.D. f ?,• J',, ! FITTING SIZE ROD SIZE N0. RODS EMBEDMENT w/ C14 44 1 %"0.0: BA13 332 W-SN HHCA31-323 TV-SN 12" & LESS 6 2 30" / thrust block 18' to 24' _ •i •:a} stone �'t',•, w/CSB-43 w CSB-43 • ` :y..., w/ SS Insert 'Si, i 14" - 20" 8 2 36"solid2 : i }'. "x 16" block •i• ,� 8°x 82 t i ( 3/4 18" D-3101 -44 BA W-SN HHCA31-323-TV-SN i 2 • 2 � egalug . U k Concrete -• 1 " O.D. for valves 12'and larger) }• • };f 'i= 6" 6 t�,d ; •" � w/ SS Insert 1'+/CSB-43 w/ CSB-43 �� ' i concrete concrete " : ', '1:1 f; s• • •2 i• • i•22 2 L� Fittin Volume of thrust block in cu. d. 1 ° 18" D-31014-12 t t PL . 0) 9 BA31-444 W HHCA31-444-TV M ^1 w/ C 14-44 1 Y " 0.0. VERTICAL BENDS size 11-14° 22-12° 45` 90° w/CSB-44 1;A %•:;.;t..,•.I;;;.• ty; C: N O w/ SS Insert �^"',•;)• � ��,; 6 •LirJ, ' stone bedding 6" - - - 1.3 C ;:r ,,. • , '4k• �;, •V CONCRETE CRADLE CONCRETE ENCASEMENT Note: this detail is also f 4 ,�r¢ � �?..•f �i }' r } } }, i s } � ,1 , � � s� �; _ �00 I 8" - - 1.1 2.3 INSTALLATION NOTES• used for butterfly valves 10. - - 1.8 3'J 1. Exact location of meter box assemblyto be approved prior to installation. t { { f h r mechanical joint PP P ti IN,•; a V) Lr Lr r t•.., • i s • : i swivel tee with THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 2. Water service crossing street: ;, „y; ?: • t }• , � tF1 Ul ;y s t t 1 !h • • 6" branch UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 a) Encase in 3° diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the 2 i' 2 { .. •I � i�i } i is t fir}. O p O NOTE: To be compacted to 95 % of ASTM D698 maximum density. AS FOR HORIZONTAL KENOS. 16' 0.9 2.3 5.1 - street, to one foot beyond sidewalk. 4 18, 1.4 3.2 6.3 - b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box [wrap wire around core. U stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve). �- 20" 2.2 4.5 7.8 - TRENCH & BEDDING CONCRETE THRUST BLOCKING 5/8"x3/4", 3/4" & 1" METER INSTALLATION GATE VALVE FIRE HYDRANT ASSEMBLY Figure 1 Figure 2 Figure 8 Figure 9 (4 FOOT COVER) Revised Figure 5 Oct 03 rN N O TREAT WOODEN PANEL c L STONE CONS TR UC TI ON ENTRANCE ROCK CHECK DAM w�rH WATER SEALANT. 0 � SDR 35spigot 2 ACRES OR LESS OF DRAINAGE AREA: n c a) SDR 35 spigot by � U � by gasketed SDR 21 gasketed R (D O L, t bell 45' bend bell adapter 70' MIN. EXISTING -J "! (see note) 2' Al PAVEMENT 3 5:1 6" 1 H FILTER CLOTH 6" MIN.OUNTABLE BERM. 3' ,� , ' ' , )• '" 'r 1 "� �"•" •+ AlA (OPTIONAL) Yn iron cteano t ca with brass eelu FILTER CLOTH 3' minimum R � d[Aif��lafi t�`ijl aura sSIDE ELEVAT'ON (PTIONAL) ll@T�f �67topofthe i 0SDR 21 gasketed ll§WtifJ (I x y. SDR 35 8"x4" pipe and fittings finished grade EXISTING GROUND gasketed bell veye SCH 40 , (DOWNSTREAM VIEW) ri (see note) solvent 70' MIN. � v weld cap 8" ;+`,, square concrete skid pad tyI N U'x 20'x 6" deep VDOT #r r 10' MIN, $ uare oncret kid ad B property C I rasp WASHRACK COARSE AGGREGATE line. VALCO Inc 2 n��nT� (OPTIONAL) TYPICAL 6' TALL BY 8' WIDE DOG-EARED CJ plug having a co ersun square Fig. No. 71 BOB head Panelia Model PA4SV-CSK (4") FENCE PANEL. INSTALL ON 4 "X4'X8' ' 18" with lid inarkted FLOW "SEWEf1' 4" stone 1� 0' MIN, L I 3' TREATED POSTS SET 3' DEEP. SDR 21 - cleanout pipe 12' MIN. EXISTING bra» " DUMPSTER ENCLOSURE FENCE DETAIL f 5, of box SDR 21 C4 36 min. brick base N. T. S. location marker ,,, a cover v raw'°"'•��i§EEt VDOT #1 I ~� POSITIVE DRAINAGE 10' MIN. °°° ° °°°°° SDR35 '4' Hf Y' 9a COURSE AGGREGATE TO SEDIMENT Ec )I ;,belledepter 2-10 ACRES OF DRAINAGE AREA: stone o00 °°°o°o°oo°0000go, gasketed bell I e M'�'' ° I `' � B TRAPPING DEVICE f� ° r K g vy N r n.�Qy..p�Spp;� a H "! oovo°oeo°o°o°o°o°o°o°o°o°o° N see note L•'1iA''"-,tlt11'7 t6a1 0 0 0°0 0 0°0°0 0°0°0° ° ° Nh sanitary ( ); • • �' • °o°°°°° o °o ,:N(4 .:H' •4•�,'k,�@45° • MUST EXTEND FULL WIDTH '� K+STREET APPROACH SAVE ° Y o . .•.n•' ,� sewer main SDR 21 ti°^'.'�"•�!' v SURFACNO AS NANLr•E G 4 i bend see note OF INGRESS AND EGRESS A�1 {%1 r ` OPERATION PLAN VIEW (RAMS TO OE AS ie� I (RADIUS TO eE A5 2„ ~ � ROADWAY ( n ++iAR V SHOWN ON PLANS) I m CI C .. (.. •. SHOWN. ON PLANS) •�1 ti (.b treated2"x4°with -',i1" yc ;a;•+:' r:t:.1.i.L n++...M'vPrlj.'' a L;,.�)i% j =w, is Cl�z..•�,.�-:,�yC•'.io },"'t ��>u1:'.•,.. •t.• w!jR; l':'y. :...,kG"r,.°r.�,••r^ 6n ST'D CG-12 f �RAp,•1 COMBNA ON I�-I��g-{ �\ %� •CL . �,,.,M: ,;. •, f, .• •' ..•, CURB DNC -6) T I I I \/ top 6" painted green 12' MIN. J q Mr 4" pipe at 2.00 C �� 6" stone bedding3' LK I ` \ I t::; oPraux e' COJCRECLA � c. C. •• ., W minimum grade : a 3" MIN. FILTER CLOTH 4' S10EWPLK I $t j K (1'. 5? ; , . ,• •• °. p•' - - - - Q (n j 6„ N I rn FLOW LINE NOTE: �iaaerJg9B trlao t)ECdedp, _ _ _ _ _ _ _ -- ----- QQ tffAladyelDlmltasae#t&TtyesfTE111Lje4att81aB0Fat _ 3" MIN. (OPTIONAL) C) � T(T ExPAN570N JOINT � R EXPANSION JOINT [' O Q V the property line. A_J "-1 ;?X � Y Note: If top Of main is 2. If top of sewer main is greater than 15', then FILTER CLOTH (DOWNSTREAM VIEW) MOTE s'MOTHd O21-011 OR N TYPICAL SECTION. w NAr&INE ROADWAY SECTION C-C � c � � greater than 15 It deep Wye and bend to be heavy wall SDR35. SECTION A -• A PLAN VIEW LLf W v use heavy wall SDR 35 CK )Q concrete cradle if top - 6.-7„ VDOT #1 0 CONSTRUCT ORADE CHANGES WITH A PARABOLIC CURVE. U W COARSE AGGREGATE �c � of main is greater WHEN THE ENTRANCE RADII CPNJOT ACCOMMODATE ( , than 15' deep ; :: +; ® THE TURHNG REQUIREMENTS OF ANTICIPATED HEAVY v U_ ' •, a •4 ,• j �+t1. :); '� ,. ,} :• ,,� • ° � '� . 'y) ,,,•lr �;r%, URB )0' PARPBOLIC CURVE R� WITHIN�711E{1WTST0FFTTII RADOR II SHDALK ULDC DE (� ..� ,. •'• 1JCREASED TO 7". ' EDGE OF SHOULDER OR B ti1Px. D FLOW �I OPTIDtlA1 FLOW LIME LO CHANCE D ' ..i� •• +' _.,}•. •:.L. '•i', �' ,•• 'T ,, •Y ', ��,'4•y, f`� +, '1. -� 3' WHEN 5T'D. CG-111S USED FOR ENTRANCES BUILT e'v '. • MAINLINE ROADWAY ` - ' - - - - - - - IN CONJUNCTION WITH VDOT PROJECTS, PLEASE .. �., ,•�• 8 1< MAX. D NOTE THE FOLLOWING SLOPE CHANCE XX M11(MLIME PAVEMMT SHALL BE CONSTRUCTED S'MN. 40'MN. FOR STREET D TO THE R/W LINE (EXCEPT ANY SOBCRADE GRAVITY SEWER SERVICE LATERAL SEWER CLEANOUT STABILIZATION REQUIRED FOR MAINLINE JJ Revised O'DES!RABLE FOR COMMERCI PAVEMENT WHICH CM BE OIATTED IN ENTRANCE TIME r.Nmfficr.) Figure 15 Figure 17 Oct 03 REINFORCED CONCRETE ZMPDRAIN'SPACE SECTION A - A AND AL CURB OR COMBINATION BEN CURB SECTION B - B CLASS I RIPRAP GUIDELINES FOR GRADE CHANGE D BEYONDTHETHHEE ww LLMTEXCEPT FORRUCTEO REPLACEMENT PURPOSES. WHEN USED N CON.APUCnDN WITH STANDARD SOURCE: ADAPTED from 1983 IJa land Standards for Soil rosin and Sediment Contra and Va. DSWC Plate 3.02-1 SOURCE: VA. DSWC PLATE. 3.20-1 ENTRANCE YOLIRME DESIRABLE MA)OMLN 5 NDARD OR °i T'd E ADJUSTE CURB ED 10 MAON TCH THE �� Wwlmis STD. CO-3 OR MOUNTABLE CURB CONFIGURATION, CO-12 A 00.T r•Q- 4••0• RICH WORE THAN 1500 VPD) O >< ] %� p�gEp,E --a� SEE STANDARD f•0-12 F09 CURB RAMP OES!f.H CONSTRUCTION 4S 1 N I MEDIUM (500.1500 VPD) S 3 Z R E TO BE USED WITH n4S STVr:)ARD. U) JpHr STD. CO-2 S" t21) MAIL APLANS F, OARE W LINE 15 REQUIRED WHEN PROVIDE POSITIVE F z PIPE OUTLET CONDITIONS _ 3' DR �.6 LOW (LESS THAN 500 VPD) 5 B x B X �( 4 i 2(M 1 (15t2- c-cS, !' LONG DRAINAGE ACROSS THE FMRrtJCE, IL TEMPORARY DIVERSION DIKE SPACING BETWEEN CST �' CK DAMS i OPTIONAL FLOWLINE AIAT REQUIRE WARPNG OF A 0 0 S Y SECTION AIs .-A OPE. 10�111NUElY T 6 PORTION OF CUTTER TO PRECLUDE PONDMG OF WATER. c p 3i! G IO)1 ' .SE TION B-B SPECFICATION METHOD OF TREATMENT- TRIPICATEO DOMES A 4'SOIWK LAPI DID REFERENCE A ado (MIN) ITEM �' - CONNECTION FOR STREET IN w °E 502 AND COMMERCIAL ENTRANCES W w VRGNIA DEPARTNENT OF TRANSPORTATION 203.04 L = THE DISTANCE SUCH THAT POINTS � do Com acted Soil eals and Signatures W -- P A AND BARE OF EQUAL ELEVATION TANGENT PLAN C1ossw K &_ D cf� \C�9 CL PIPE OUTLET TO WELL 4 � � � TYPICAL PLACEMENT rRosswJtiK TYPICAL PLACEMENT DEFINED CHANNEL 18" min. s AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION ILLI � PLAN VIEW THIS; CROSS (PER tHA WITHIN CROSSWALK V f i , -Flow + TYPF� A (PEUm R M) 6P i A 1 N�H BUFFER STRIP) OF PLT H OF _ ALTERATIONS (� T�Npp([)ttpu°�» TDP aNas NAvuww age LEND H e FEii Ft>R NEr ,pC ,SjC y _� NOTES, CONSTRl1Ctx)N,! FEEFOR M.rERAT10HX �_ L 01TECTABLE WMSIM TO BE CLASSSry -3 CONCRETE (CLASS A-4 ! P0.[CAST) W)TH SLIP RESI4TANr INTEGRAL ,�• vJ• L a __ D • IxA. '0 Tr w 'MIT�H THE MWA F THE EO DDOW DROM _TECTA!1LEE vAM � MY E UISMD 01 THE CVN T E SOYA, � t/�'J^[p(��j T L! Jl 1 THE DETE�ECql10A,�BKLEUM q8�E By TRW(, T[p p1 E TRwCA [A DDNeS TO BE ,TANpEp B E N J A M I N C. J I, f \ ' I ' o% 4.5' min. DETAIL 3 CAILgqT tl'PLAC£ QR R M 10P T 0 Of° UREA S CILU S FLA S PCRIPESIGE A G v U G Y GATES D W M TRUNCATED DOME COIMTRASTNO wo MTH ni AQtACEN7 0.Ti (AD,ACD,T 9lXIFAC[t NCiUDES'fLM[D CYKW SftL BEE MONTIJOM ERY "1101.111MICALLY MIN RAMP FLOW OR qMpFL . SILAMAIM �""'"' "EyDp�pRO p pN pp�L7 gARg �p /gyp 5p[g No. 030342 No. 002331 a Q sy." C•C TRIRICATW OdE CAN 9[ CAST M q•ACC J A PLICE� OF pRE� T V FLLOOR, PRECAST 1E sHK[ BE C' 14. /��/a f T i 4. i OOR r S W T BE F THAT R J d _ 0 0 0 0 0 0 0 0 0 0 0 5. 2VW �Mt5S ARE TO TI0.5 x Jr rCENN1FA Tp CR7 ALOUD BOTH SKS Of THE RMM O 1 SECTION A -A ( 0 0 0 0 0 0 0 0 0 0 0 0 0 0" iFLOOR,IO•sE8 Pn1 tx R M ANDgpFpLE°°R /Mw�tE °(WEIR R �(� \ `/�� 1 0 0 0 O O O 0 O 0000 0 0 0 t E �F �lF9/ClpM % WTTdN�. j T10rfS /Q1ACENT TO CIRY RA1PS AIE SCLIDEO N PAYI[M ``S /�� V J <�/�� �0 2• C-C 0 0 0 0 O O O O O 0 O 0 0 0 7 7• rI N O IAAT T'1E 9 AlDIWO CURB Alq CONyTHE an FACE ON no syme p IS , S FILTER CLOTH KEY IN 6"-9 RECOMMENDED FOR ENTIRE PERIMETER o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e. Cum RAAPi.a LOCATEOIIDAISl1SHOOS" ON FINE PUNS OR AS DIRECTED 8V THE ENIiEER, THEY ARE TO IONAL SURv DATE: SEPT. 1, Z003 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D AY CT1" WHEREVER M1 ACCESSIBLE ROUT[ Wt1IDM THE TOCR OF WAY OF A HIGHWAY NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION rAcutY OSSEs REOAROLE53 a fEETN/� SJDEWMx K EwS WOOPDBm DR NOIIE#STENt. TTEY 0 0 0 0 0 0 0 0 0 O O O 0 O MATyD1pE! �`�OpCATED 114M ALKS ASS SHO" CH PUM OR A4 OREETM BY THE ENOCEM A40 ET NOT 8E LOCAi�p• V�E LINNES E) W" S A P0.EHIIN[ ZIEROOP SCALE: N/A BASKET, OR CONCRETE. o 0 0 0 0 0 0 0 0 0 0 0 0 o FA Eis errL[ AF ct PL E i 6 CEYIiD AS Acan TRUC 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED o 0 0 0 0 0 0 0 0 0 0 0 0 0 5� '"" "m St R TINT PAm=CTWG Ma ICQE I E>.nrJlTS OF A FACU1Y THAT crw a APPRDA�CNALDI. EMPTLEARRLIIC{(opM(N UWSOEID W PF"0 W)iH Y( OM ENTs THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF USING PLATES 3.18-3 AND 3.18-4. SOURCE: VA. DSWC PLATE 3.09-1 PLATE. 3.20-2 sW UM °' BAVIRS MT1M TFE LMTS O► i1WE CAOSSWN�J(rNq[NTUL 7EcnOri$ PRQVDCD TWAT THE GNB oPE1fIG a PI ALSO 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT SOURCE: VA. DSWC i`-- PAY Ulolgs V. 1YPICM tE 90EMMJ( A 4^ 1HHCN, ki4N 11(E rA1RANC£ RADEC.MT ACCOIIMWATE TIE TUfwIK1 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 DETECTABLE WARNING REWFELtO(TS Or MITKTPATCp NiAW TRIRX 1RMFK 1K CDIICREIE SOEWJLK OEPT1/ SNOIILD 8E HCa£ASED OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE LESS THAN 8 INCHES. Toll. CG-12 DETECTABLE WARNING SURFACE W�1200 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. Source: Va. DSWC Plate 3.18-1 SHEET 5 OF S v. 3/03 TYPE .A (PERPENDICULAR) APPLICATION JOS 2030S 1 VII OEPARtW-KT OP TRARSPOF"ARON 602 LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP '■ ti 0 � 0 EXISTING FEATURES EXISTING EDGE OF PAVEMENT _ .. _ __ . _ E:, EP _. _ __. __. _.._.�. _____. _____ _.__.._. _._._.__. EXISTING EDGE OF GRAVEL _____.__.. __._____..__El . EC _----..--- _ 3 -__ EXISTING CURB AND GUTTER i-.._._.__ _�_-. - .�--_:: ��y .^ Cv -G�-� I EX. INTERMEDIATE CONTOUR "- --- - -- -._ ___. � y ��..__ .__ .__ __ _.. _._. __. EXISTING INDEX CONTOUR ~ - - - ~-.50 - -- - - --- -~-- EXISTING SPOT ELEVATION X 50. 0 , EXISTING TELEPHONE LINE -"---__ I _._._____.__ 7" _.________._ ___.__._ �� - a ~ - _ M_. EXISTING SANITARY SEWER ---~- -- - - EXISTING ELECTRIC SERVICE EXISTING GAS LINE -- --- -__ _____ GA , .___ _ _ EX. 75 " RCP EXISTING STORM SEWER ._i '._ - :: -: _� :-__ :.�:: - ;, _ ::- : w -_.___ � --� --- ` EXISTING FENCE LINE ,�! �--------" ,� .� ---- EXISTING DITCH LINE - " EXISTING WATERLINE W/ TEE •- - ���--- ��' ~-�°--~~�~~�•°°----°-•°•- EXISTING FIRE HYDRANT � EY. Ph, EXISTING WATER VALVE - - W •�---�•-•d----~---- ?I -- - - EXISTING REDUCER ~~~-~~~-~~~~� l' •~°-~--~- ��' �-��~�~-- ' EXISTING TREE DRIP LINE -� -�._ _�1..�. -� .. ,� =-�-�� ^-= PROPOSED FEATURES PROPOSED EDGE OF PAVEMENT PROP EP PROPOSED EDGE OF GRAVEL PROP EG PROP. CURB &GUTTER PROP CG-6 PROP. REVERSE CURB & GUTTER PROP CG-6R PROPOSED CONTOUR 50 PROPOSED SPOT ELEVATION +50M PROPOSED STORM SEWER PROP. 24" ADS PROPOSED SANITARY SEWER S S S PROPOSED TELEPHONE T - T --- T -- PROPOSED ELECTRIC PROPOSED GAS LINE PROPOSED WATER LINE PROPOSED WATER METER ® 1 "WM PROPOSED FIRE HYDRANT D& PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES EASEMENT LINE PROPERTY CORNER FOUND Q PARKING SPACE TOTALS 12 ADA HANDICAP PARKING STALL L -Q- SIGNS SANITARY MANHOLE IDENTIFIER O STORM DRAIN STRUCTURE IDENTIFIER 0 LIGHT POLES LOCATION OF TEST PITS ® 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, :and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 4, The Sanitation Authority Maintenance Department is responsible for the installation of water meters through 2" in size. Before a permanent meter is set, they require; 1 the frame and cover to be properly a y ) p p y aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21inches; and 4) all components of the meter box assembly to be in proper working order. It is the developer's/contractor's responsibility to have the meter box assembly installed ,correctly. 5. For water and sewer services that connect on existing line: (A) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. An application for service must be made and fees paid before work will begin. (8) The Authority shall furnish and install all 5/8 , 3/4 , and 1 water services. (C) For 1-1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor is to furnish and install the meter vault assembly. The Authority will instal/ the meter. (D) The Authority will install all sewer laterals. 6, When an existing water main is tapped for the installation of a new line: (a) the Authority shall furnish all labor and materials to make the tap. (b) the developer/contractor must: (1) make application for the tap, (2) a deposit before work be ins 3 mark the location of the to pay p ( g ); ,O p; (4) make final payment ;when the work is completed. 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. 8. Any water service line must have a double check -valve or PZ backflow prevention assembly, as required, installed. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a building, a remote readout is required. 9. All fire lines shall have a detector double-check valve backflow prevention assembly or a RPZ backflow prevention assembly as required. The assembly shall meet ASSE Standard No. 1048 or 1047. A remote readout is required. V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, The Virginia Erosion and Sediment Control Regulations, and any other state, federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringentsha/l govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules &Regulations. V3. When working on VDOT right -of --way, ,all traffic control, whether permanent or,temporary, shall be in accordance with the current edition of VOOT's work area protection manual. Furthermore, ;all traffic control flaggers must be certified in accordance with VDOT's January 1994 (or latest) edition of Road &Bridge Specifications, Section 104.04-C.�� V4. The developer shall be responsible .for relocating, at his expense, any and all utilities: Including traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility companies. It is ,the sole responsibility of the developer to ,locate and identify utility facilities or items, which ,may be in conflict with the proposed construction activities. VDOT approval of this plan does not relieve the developer of this p p pP p p responsibility. V5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V6. Prior to initiation of work, the contractor, shall be responsible for ac uirin ,all necessar 'VOOT land use p q 9 Y permits for any work on VOOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged and held by the engineer and/or deve%per wi;th'the attendance of the contractor, various County agencies, utility companies, and VDOT prior to inrtrtion of work. V8. Contractor shall notify the local U'DOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for.any inspection. V9. The contractor will be res onsible for maintainin ade uate access to the ro 'ect from the ad acent public p 9 q p J J roadwaythrough construction and maintenance of a construction entrance in accordance with the Virginia 9 -�--- Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained throughout construction. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. A/l water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and when possible are to be installed under.roadway drainage facilities. V12. Any unusual subsurface conditions, encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate 9 9 y q design can be determined by the engineer and approved by VDOT V13. Al! fill areas, borrow materials, and undercut areas shall be inspected and approved by VOOT Inspector prior to placement of fill. Where CBR testing is required a .VOOT Inspector shall be present to insure the sample obtained is representative of the location when soil samples are submitted to private laboratories for testing. The samples shall be clearly marked and labeled as belonging to .a project, which will be accepted by VDOT, and that testing shall be conducted according to all applicable VOOT standards. 9 9 pp V14. All roadway fill base subsurface material and backfrll of utility/storm sewer trenches shall be compacted in 6" lifts to 95 % of theoretical maximum density as determined by AASHTO T-99 Method .A, within plus or minus 2 % of optimum moisture for the full width of any dedicated street right-of-way. At the direction of.a VDOT Inspector, density tests performed by a .qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VOOT approval. V15. VDOT Standard CD and VD underdrains shall be installed where indicated on these plans and further where determined necessary by V0OT Inspector. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. V17. Prior -to acceptance by VOOT of any streets, any required street signage and/or pavement markings must be y p , at IVDOT's discretion b VDOT on an account receivable basis. Stop signs shall installed b the developer or, y p 9 be thirty30 inches tall with high intensity sheeting. The bottom of the sign shall be six (6).feet above the ( ) 9 y 9 9 () edge of pavement and the post shall be a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found in VDOT's approved list. A copy of this list may be obtained from the district section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. V18• The developer must provide to the local VDOT Office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right-of-way must be provided to the local VOOT Residency Office priorto acceptance of that work. Unit and total prices may be obscured. V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as .specified in `VDOT's "Road and Bridge Specifications" (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stone depths, a VDOT Inspector shall be notified and given opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.DOT's "Road and Bridge Specifications" (Section 315) and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office..A VOOT Inspector shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. Approval of this plan shall expire three (3) years from the date of the approval letter. SCALE 1 "= 2000' O oP y �ti 62$ d �9Go } a aoa ti M�da�e ^�� a a �a�,°` �o° ;0�'' SITE i� a ��� c� o J QJ . , :� �„ a `� Ja �� 04 o q * co co co o 0 � �� e� a, LO E N 0 Q _ > C: U E v ® �i o E " Q .Q N a; -a - cn 0 PR OJECT INFORMA TION Owner/Representative Developer Pippin Enterprises, ,LLC Commonwealth Design & Build c% Commonwealth Design & Build 1200 West Fairfax Street 1200 West Fairfax Street Stephens City, VA 22655 Stephens City, VA 22655 (540) 869-0309 (540) 869-0309 Property Data Building Setbacks Per Code Proposed Tax Map Number 75-((A))-2Q Front: 35' 36. 0' Address Prosperity Drive Left Side: 15' 18.1 ' p y Area 1.9350 acres Right Side: 15 16.0 9 Existing Zoning B-3 Rear: 15 102.0 Proposed Zoning B-3 Existing Use Vacant Parking Setbacks Per Code Proposed Proposed Use Office/Storage/Auto Repair Front: 5' 12.5' Left Side: S 5.0 Right Side: 5' 6.0' Zoning Data Rear: 5' 7.8' Open Space Minimum 25% Use For Parking Unit Space per Sq. Ft Open Space Proposed 26.0% lit 1 per 250 sf Office Space.: 4, p F.A.R. Maximum 1.00 Service Bays: 6 3 per Bay F.A. R. Proposed 0.23 Loading Space: 19,000 1 .per.30,000 sf Total Parking Spaces Required 37 Building Data # of Handicap Spaces Required 2 T f Construction 2C - Metal # of Loading Spaces Required 1 Type o Proposed Use Office - Warehouse/Storage/Repair Total Parkin S Pro g spaces proposed 39 Proposed Area 9,000 sf + 10,000 sf = 19,000 sf # of Handicap Spaces Proposed 4 .Height Maximum 35 feet Height Proposed 20 feet # of Loading Spaces Proposed 1 9 p Sign Data Sign Area Allowed 1,00 sf Sign Area Proposed 100 sf Sign Height Allowed 3.5 feet Sign Height Proposed 35 feet ■ � ® 4111 i U k p M N o o� o 4-1 �' :3 cn C -. a o 0 U 'a C (a cn E C >' N a) o (n 'a t C "' v M ^o Q) ._. ~- 1 v /� GENERAL NOTES 1. Permits must be issued from VDOT prior to any construction in a public right-of-way. 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site. 4. An damage to nei hborin g y y p y g neighboring properties inc;ludin count roads and sidewalks caused b the development of this site will be the responsibility of the developer. All damage must be repaired to original conditions. 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3.02. The contractor must maintain this access for the duration of the.project. 6, The contractor will be responsible for adequate and positive drainage of this site. p q p 9 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. 8• All construction will be done following the laws and guidelines set forth by OSHA and VOSH. 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. I I. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. 12. All controlled fin 'A must be compacted 'to a minimum of 95 %density following Method A'of the Standard Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes this note if provided. 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate locations and not all utilities maybe 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. I5. An approved set of site plans must be on -site during the construction process. i 6. 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. Contact Numbers Seals and S� natures 9 Q• � � v � p (J �Q W tv J Z LU �\ W 1 ® CQ � OO O Z v v W W v UJ ® cj� �, V LCr� U) m Engineering Firm: Montgomery & Associates (540) 869-0308 Surveying Firm: GreyWolfe, Inc. (540) 545-7823 Zoning Enforcement: Department of Planning (540) 665-5651 Site Inspections: Department of Inspections (540) 665-5650 Erosion and Sediment Control: Department of Public Works (540) 665-5643 Sanitary Sewer and Water: Fred. Co. Sanitation Authority (540) 869-1061 Telephone: Verizon (301) 954-6282 Electric: Allegheny Power (800) 654-3317 Gas: Shenandoah Gas Co. (540) 869-1111 MISS UTILITY: 1-800-257-7777 L H OF PLTH Op, �� �� BENIAMIN C. � u RY�, OATES v MONTGOMERY No. 0 331 No. 030342 ec' 0,�, �� 7 03 S jONAL O SUftvE THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. DEPARTMENT OF INSPECTION GENERAL NOTES 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 (Storage) and the BOCA National Building Code/1996. Other codes that apply are CABO A117.1-92 Accessibility and the Usable Building & Facilities. 2. The requirements in .BOCA mandate either a fire wall (Section 707) or a fire suppressions stem if height and Y 9 area limitations are exceeded for the type of construction under Table 507 of BOCA. 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits. Plans must show all ingress/egress locations to the exterior per CABO 117.1-92 and meet requirements of Chapter 17 of BOCA. 4. Maximum slope across handicap° parking stalls shall not exceed 2 /o.. 5. A greas%il seperator shall be installed if a floor drainage system is installed within the repair area. 6. The 2000 International Bui/ding Code can be utilized for building design. Z®%'�f1,9 ,Ge%�eral l VQtes Maximum , Environmental Existing Disturbance Proposed i Features Acrea e Allowed Disturbance ! -�- Floodplain 0 acres 0% 0% o o Lakes & Ponds 0 acres 0 /0 0 /o Wetlands >1AC 0 acres 0% 0% Sinkholes 0 acres 01yo 09/0 1. Exterior lighting will be provided by wall -pack lights attached to the .building & lightpoles. 2. All lights will be shielded or directed to prevent glare on neighboring g properties. 3. Outdoor trash receptacles will be in an enclosed six ,(6) foot fence. 4. This project will not disturb any environmental features as defined by the Frederick County FIRE MARSHALL GENERAL NOTES 'l'R1 P ENE T.1 N DA TA G Natural S.W. 0 acres 10% 0% I Retention Areas j Zoning Ordinance. 5. The owner will be responsible for obtaining or EROSION &SEDIMENT CONTROL FEATURES INLET PROTECTION ® 1p OUTLET PROTECTION ®Op CHECKDAM ®CD Steep Slopes >15% 0 acres 25% D% p p a Woodlands 0 acres 25% 0% j granting easements shown on this plan. 6. Easements will be recorded and copies sent to the parties involved. 7. All utilities that will service this site must be placed underground. Z W , 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. 2. "No Parking - Fire Lane" signs will be placed on the site by the .Fire Marshall's direction. 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. DATA TAKEN FROM THE I. T. E. MANUAL 6th EDITION BUSINESS PARK (CLASS 770) 12.76 PER 1, 000 Sf X 191000 Sf = 243 VPD 'S APPROVALS RESPONSIBLE LAND DISTURBER DIVERSION DIKE SILT FENCE W/ WIRE SUPPORT SILT FENCE W/O WIRE SUPPORT SF SEDIMENT TRAP ST CONSTRUCTION ENTRANCE CE NAME: LU Q //�� LA NDSCe`i PING NOTES Frederick County Zoning Administrator Date 1. Site Plan approval from VDOT will expire three ;(3) years from the date of the approval letter. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. .3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is period, approval shall be void a Authority progress at the end of this rop, y pp . not in pg 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. shall be void. 5. The Frederick County Department of Inspections approval not constitute a building permit. Building plans must.be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. CERTIFICATION #: 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. , 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample .roots and be well branched. The planter shall guarantee all plants for one year. 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. 4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department. EXP. DATE DATE: SEPT. 1, 2003 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth .in the plans. 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, &Designer prior to commencing any site work. .3, The contractor will possess a Land Disturbance Permit prior to any site work or construction. SCALE: N/A FILE NO. 0110 SHEET 1 OF 5 75-((A))-2H LOT I! CA.RL T ON F AlEl•YLIN 'l';'STP. 000009218 ZONED: B-3 USE OFFICE/WAREHOUSE 765 760 755 750 745 I (i Z C !- ; O ; f ' , I 8 SDR-351 IZ { 01) ! Q I i WCIO oCL +Q+; 1 N +, � z Q �(00 1 + +� 10) W 765 760 755 750 R7-8 HANDICAP PARKING Sl (12" X 18'� RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED VAN ACCESSIBLE PENALTY $100-500 TOW -AWAY ZONE MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES j x REQUIRED EFFECTIVE JULY 1, 1998 Z 4 3 ' MIN. 7 2: l l 2: l 5' MIN. Prune codominont leaQ*ml NPrune rubbing or CG-6 CG- 6 cross branches Remove tags and labels-._._.{� Cut away all balling ropes :::,,Remove top of wiro basket\ DO NOT prune terminal leader or branch tips _ Prune narrow crotch angles & water spouts -Prune broken branches Prune suckers 2"-3' mulch kept /away from trunk Sol/ well to -contain water C 2 Prune out any dead or broken branches, remove I togs, labels, strings, wtros, etc. from plan. 1" mulch Set top of root ball equal to or 1-2" above grade. ,move container use ,orp blade to make ur 1/4'-1 " cuts the th of ball and cut a X on bottom of Pit; loosen compacted ats. CONTAINER GROWN SHRUB Parking Lot Landscaping Data 950'= Perimeter Per Code Proposed Interior 1 Tree per 10 spaces 3.9 4 Total Impervious Area 1 per 2000 sf 32 63,750 sf Percentage of Green 5% 6.8% Prune out any dead Area in Parking Lot 1,972 sf 2160 sf or broken branches. �- Remove all tags, lobels, strings, wires, etc. from plant. TREE - Dogwood (Corpus Kousa) - 36 PROPOSED 2-3" mulch OTHER DECIDUOUS SPECIES MAY BE SUBSTITUTED set top of root boll WITH APPROVAL OF FRED. CO. DEPT. OF PLANNING saucer j equal ar l g above grade. -r 2" CALIPER AT TIME OF PLANTING r rope do buriop oot boll, SHRUB - BOXWOOD - 7 PROPOSED CONCRETE WHEEL STOP as much burlap os "1�n," =�" � -I, (HEADLIGHT SCREENING) i 745 OF REQUIRED) 2, RAMP BUILT TO VDOT CG- 12 STANDARDS. Leaveg deeplid erlthaeball de th not Dig hole 2-3 times " possible ,Y Ile/d-grown d, deeper p q 24 TALL AT TIME OF PLANTING width of root boll. HANDICAP PARKING SIGN DETAIL 3. WHiTE STRIPING SHOULD BE 3r' WIDE. Dig hole 2-3 times root boll width (NOT TO SCALE) 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK BALL &BURLAP SHRUB TREE PLANTING DETAIL OR MOUNTED TO BUILDING IF POSSIBLE. (NOT To SCALE) SHRUB PLANTING DETAIL J(NOT TO SCALE) 0 50 100 W 4 ' 20' 0' 20' WA TERLINE PROFILE GRAPHIC SCALE ' (x �J 1 o'R r-" W� I }� 78' 60' PROFFERED RIGHT OF WAY FOR 75-((A))-2R �� W - 368.64 FUTURE ROAD EXTENSION LOT 10 23' 26 PARKING SURFACE NOTES: Kzlozz 1. H/C SPACES MAY NOT EXCEED A 2% SLOPE. i .; d •..,. J ` . Bocktill soil • • ( •, I f " Partially backflll, water to settle Widen and score soil, knish holes in wall �_►1 - backfilling Area for water Remora container and n drainage (Pipe cut circling roots if or file could container -grown or be installed) RT&T PARTiVERSHiP N 59 DB 662, PC 48 Z01,!ED: B-3 GATES _ _ � � USE VACANT FENCE WITH , gRL I i } 5.5R SECURITY 15 OUTDOOR STORAGE I W ' 7'R ' OPAQUEINOPERABLE VEHICLES & _� . STORAGE OF AUTO PARTS IS -' PROPOSED PROHIBITED OUTSIDE OF A�- -_1� `2 /• �'i ,; WALL _ - COMPLETELY ENCLOSED I � j'R RE'pININ 1 g.12 BUILDING i , STEEL W I PROPOSED - - i W W POWERS ! ! / \ POLE iwi+ Q BAY-1 BAY-2 BAY-3 j BAY-4 i 4, W i + \ r- ' - - 1 i 1 } , � / �. W i v l � V T elePed' x m ENCLOSED a� \ IR� 5'R - DUMPSTER / / f PAINT ROOM � �, � • g � '�� E � I I i ENTRANCE j All required ingres$�egress doors shall be handicap accessible. 6 R 2. GAS G4S # } 13, TR R . I 7,875 sf , Repair Shcp + ; 3 R 1 4 I 1 9,000 sf total i rn j HT=20' "� 3 AUTO REPAIR FF=759.33 i 1 'I Z (� ` } I / 111dV=740.7' AM EXIT ONLY ( 1 1,125 sf ' Qr i i I Office V (W i SSA ) �I Wi r 3, I I ,14 ,IH 1 R/Mi=761.6' l 1 I I f I 4, � \ INV=7J3.6 f s . 5 Turn -Down Sidewalk (Handicap Accessible). ` f ! i vn;�i 741.9'(/) TAP BY FCSA I + i I W s s s- s s s s s, s s s s s s s s s s s s >c� I- 3'R W v 3 R �p 195 of 1 orcem in� � 0 15 10 ga to pum tan L O J 4 ) 10'R� l C� N W w 101R �\' X X X i Q TE . T P/r I W 1 4. 5'R I -0 so o :� , a REQ'D� Cr j7- 1-44.5 R 9' 8' 8' 8' 9' S R 12 R , w C) I '� � oO IPROPOSED 3, 75 ((A)-21 RETAINING WALL LOT 12 �7 oQ CPOER & SHOCKEY, 1I.1C. OF WV 1IdSTR. 000G0133` ` ZOi,IED: B-3 USE; ,AUTC REP'A,P VDOT ENTRANCE NOTES.- 1) INSTALL ENTRANCE PER CG-11 SPECIFICATIONS. 2) INSTALL CG-12 RAMPS IF DIRECTED BY VDOT FIELD INSPECTOR, 3) CURB AND GUTTER FORMS MUST BE CHECKED BY VDOT FIELD INSPECTOR PRIOR TO POURING CONCRETE FOR GRADE, } N \ W i m u ! , i 1 4.5R 4.5R 5'R 1 W W i 4. I i M L0AD1/\lG AREAUJJ X• � ; 4_ t I1 IL E El IV.Q=, I 1LQi (J� ' GAS o o I o 0 0 0 00 0 12.0 o C.)i © o o `� CZ, o 0 0 0 0 0 LQ I Z 1 I Crl L7 W �1 i O I �. $� 3,`�1� , �O ! ( a = ? 1,250 sf UNIT 1 ' 4, ! ? i W { 000 sf 4,000 sf UNIT 2 1250 sf `IN HT=20 4 BAYS i z HT=20 ! o re I OFFICE HT=20 i HT=20 4 BAYS_ Q FF=759.90' i WAREHOUSE I j WAREHOUSE OFFICE z o �- FF=755.90 I ' 1 Q 3 1 FF=759.90 I o FF=755.90 1 "w I ACCESSORY USE ' ! ACCESSORY USE Cr o ! o I O 1000 gallon 1 1 a� I l o I o pump tank �} Top =750.0 - - - 125' of 1 " Forcemosn $' __ �� S._- S_ -� -- �- s s S -� O O XR W . _ _ __ 'iNV j j -EX LIATER AL STUB PER AS-BUILTS PROV'DED _ ^16.00 ^XS"TEEc� W►% ---._. 4"GAS 0'�'±� - �,W f r - G!5 - _ _ ! _ _ G45 _- G/ S -A_ CIS GAS - - -GAS ---- GAS - _ G S -- - Gr^iS --- GAS -- - GAS ---- AS --- GAS ---_ GAS _ G.AS - - riAJ GAS - ^�A.S' --t14 GAS GAS IRF vV!�---;z _-..--�.E ST- EX. i 0' GAS ESIUr E 20' i; SAGE & UTILITY ESMT - 4_ -- S 45. 50 39 ' E - 33714' TEST PIT REO'D MTV=759.5 1/\1V= 758.7' LET 1 75- A -2F i 8 - W L YLE P. STROSNYDER, INC. DB 921, PG 1021 1 W l I USE: HVAC CO.NTP.ACTOP 2 " OF SM-2A 6" OF 21-8 COMPACTED TO 957. DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL PAVEMENT SECTION FOR PARKING STALLS ONLY 1.5" OF SM-2A J" OF BM-2 8 OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL PAVEMENT SECTION FOR ENTRANCE AND TRAVEL AISLES r . 4 " OF 3000 PSI CONCRETE W/ FIBER 4 " OF 2 1 - B COMPACTED TO 95Z DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 959 DENSITY TYPICAL SIDEWALK SECTION 8" OF 3000 PSI CONCRETE W/ WOVEN WIRE REINFORCEMENT 8" OF 21-B COMPACTED TO 95Z DENSITY \/ SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL DUMPSTER SECTION 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 /bs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 /bs per 1000 square feet (1000 lbs per acre). 4.) Seed mix will consist of 75 % Kentucky 31 Tall Fescue, 10 % Annual Rye, 10 % Foxtail Millet, and 5 % Red Clover at 200 /bs per acre. 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. U_ O U_ CO co O CO co o UJ co to o 0 co o� 4 � (u) (Z N C) Z > C E LL v C O �� �cE � c) E L O N U) 'O 17 � � Q al z C: lr� o 0 U 0 C © N o Qom} O N L @) 42 aim -0 z O � � W o V) �j C2 ? W� a � U� U m Z LQ Lighting General Notes: 1. Proposed Lights for this project are Hubbell RCSA-400ST (400 Watt) Lights or equivalent. 2. Lighting must be installed so as not to produce glare onto Z neighbors and roadway. ti ti .Seals and Signatures Z TH OF � BENJAMIN C. y u R. ES �' W MONTGOMERY 002331. Q � No.030342 cv Noq �C` 1• � y Q- SSIONAL SURv� O DATE: SEPT. 1, 2003 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 OF 5 765 760 755 750 745 740 0+00 770 765 lM 755 750 745 740 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 PROFILE THROUGH OFFICE & WAREHOUSE BUILDING HOR: 1 '=50' VERT' 1 '=5' 765 760 60' PROFFERED RIGHT OF I4AY FOR, FUTURE ROAD EXTE-1,51ON 755 750 '. v� 745 \ r 6 740 ', 1 4+00 I r I I � 1 I I I ! I I_ I •, \ , , i t 4 I \, , FF=759.33 I I I I I I I o ' 0+50 1+00 1+50 2+00 2+50 PROFILE THROUGH AUTO REPAIR BUILDING HOR: 1 "=50' PERT- 1 "=5' 24 24 � J H2O LOAD RATING TOP 4" INLET BALL VALVE 1000 GALLON TANK 'ALARM" SWITCH - 28 "— CHECK VALVE - )ION" SWITCH - 22" "OFF" SWITCH - 10" TANK DESIGN PROVIDED BY: WBS = PRECAST WINCHESTER BUILDING SUPPLY CO., INC. (540) 667-2301 FAX (540) 667-3430 3+00 3+50 CONTROL PANEL MOUNTED INSIDE 1 " OUTLET N 2HP GRINDER PUMP ZOELLER MODEL 820 OR EQUIVALENT 75-((A))-2R LOT 10 PT&T F,4RTNERSHIP DB 662, PG 48 ZONED. B-3 USE: VACA.AIT PROPS 0 20 0' 20' GRAPHIC SCALE I I OPOPAQUE I PROPOSED ROPSO 61.6 fi1.4' I I i Z I 9,000 Sf total j l i I 59! HT=20' AUREPAI 59 -3 I FF=759.33R i l r 592 4r- 61.6 I I SSIvrH #r R&,'=76i.6' 71•,'V= 753.E W I 660 1.r' a (TAP BY'FCSA 58 a 4 58 58 s s s s s s s s 195' rf 4 " arcem i ! TE 1� PIT ` ! W ! 60 �+ ly �8 $ 1 REIN? D � � 1 I ,I j � ��, 58 � 760 j Ij ^l 7`- 755 ! I ! 62.i' i I 1-5 WV i �! I 61.9IL 594 59-5 ;� 750 i , a �6?_.2' ly I ! GAS ff �3GAS I \ o I ;`1l p a p ,1 745 ,L i� 62.0 r Lg �' I 1,250 sf UNIT 1 II ! 4,000 Sf ! iv ! "' HT=20' 4 BAYS I ( HT=20' Q 3 i + OFFICE 1! WAREHOUSE { 58/ FF=759.90 f' II 1 FF=759.90 I 1 X62.3' ( �, q, r' i !ACCESSORY USE I 740 Q) it ! 4+00 1 I d 770 765 96 " ZOELL�R W � EEt�crxEERED ZOELLE/� Lu, PRODUCTS LOUIWILLE, KY. LOUISVILLE, KY. PUMP INFORMATION PROVIDED BY: JNO, S. SOLENBERGER & CO., INC. (540) 662-3457 832 BERRYVILLE AVENUE WINCHESTER, VA 22601 62. , iCr j - 759 1 Forcem' I 1 i f � GATE✓ 26� w ' 368 64' N 59 �',2, X . �f /. • � I I , I' �f i' iUut 11f, X, w j,�� w O W I r in ! 11 ! !! LAJ Ce III I N v I � Qj V I ' 46� I J7 I ! I (! �) if kj 15' w ! BRL 42-5 s --rs s - -S _ S-- - s-J I L4 T� RAL r B PE,� A -BUI� TS PR01✓TOED _- - _ 16.00/ wJHcl _._ �_ 6? I i t (8" E +5 4" GAS56 75s +I- I I r - 'x�? _ -- -- - t AS �� G/15 _ -- GitSc:--- GAS _._..---1 GAS �qS GA� _� -- G ; , --~ v �S �--- �1a -- o',nS — — /GaAs' �GASGAGAS - i s Al .r - _— 4A tX 70' GAS ESIVT EX, 20' DRA!IvAGE &�t/t l' .-5AtT y TEST PIT REQ'D , _-- - ll"I'll 759. 5 — I — -62, �? x� - — — — /,ti�'V 5�i` `~-�- - 75-((A))-2F N ___v \ LOT 8 { LYLE P. STROSAWDER INC. I E 4i I 62, h i 1 ! I FIRE MARSHALL NOTE.- OB 927, PG 1027 ! I w + I ZONED: B-,3 w "I l BUILDING AND PROCESSES SHALL MEET ALL REQUIRED USE: HVAC CONTRACTOR TAPER PROFILE �t I BUILDING CODES AND REGULATIONS AS WEL AS FIRE W w f �,, I I PREVENTION CODE REQU/REMNTS INCLUDING CHAPTER '' 13 APPLICATION OF FLAMMABLE FINISHES AND CHAPTER 1• o 32 FLAMMABLE AND COMBUSTIBLE LIQUIDS IN THE o Q J a - o I t { 1 I I } I I 1996 EDITION OF THE BOCA NATIONAL FIRE Z PREVENTION CODE OR THE 2000 EDITION OF THE IFC. ��, N I m EL o LQ W� k3 I \ p CIS , I I wiw I SEWER PUMP TANK 1. THE 1 " FORCEMAIN AND THE TANK ARE TO BE SET BY THE SITE CONTRACTOR. 2. THE SEWER LINES FROM THE BUILDING TO THE TANK AND THE GRINDER PUMP ASSEMBLY WILL BE INSTALLED BY A LICENSED PLUMBER. 3. THE PANEL BOX AND ALL WIRING FOR THE PUMP AND ALARM SYSTEM MUST BE PERFORMED BY A LICENSED ELECTRICIAN. Ix, . ! w PUMP PERFORMANCE CLRVE MODEL 820 n r m - c' s , GAIN S =.,ram.;------r-------�----__-- _ 4" X I" SDR-21 REDUCER 4 " SDR-21 SEWER LATERAL -r— 1 "SDR-21 FORCEMAIN 29 MIN. SEWER CONNECTION DETAIL 11.9' 12" OF 21 B--� -- 72.0' 3.5' 2'-7"(CG-6) J Q N ^o �N W Lr U I mn o 1 w w� -n oo- w U ct� o ENTRANCE PROFILE Is and Signatures H OE o BENJAMIN C. y MONTGOMERY �O No.030342 �i TOSS j �Gti �PJH OFL 1 c� R R,OATES No. 002331 / J �,9�Q v `� o U_ CO N O M co O w000co LO Cj O LO 0 ►i E ^� Cn N-cq � co U E @J N cf) 'D � � Q 0) O O U O 0) o i � Q N .121 ",A) � c o c Q U �Q W �Z-1 > z � QS a U) w� au- Q c) w o` ° t� U � U m W �I : ONAC SUR DATE: SEPT. 1, 2003 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 3 OF 5 EROSION & SEDIMENT CONTROL STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site, 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfal/ system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface, Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: EROSION & SEDIMENT CONTROL NARRATIVE Proiect Description This site is located in the Kernstown Business Park on the west side of Prosperity Drive. The purpose of this development for the construction of 19,000 sq. ft. of buildings to be used for offices, warehouse, and auto repair. This development also has parking and drive aisles for access. Existina Site Conditions The lot is a vacant field with brush and an existing regional stormwater management pond installed and maintained by L. P'. Strosn yder as shown on their site by others. Adjacent Parcels The areas to the north are occupied by a HVAC company that is still being constructed in phases. The area to the west is a railroad and overhead transmission lines. The southern parcel is vacant woodlands. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA" shows Carbo-Oaklet rocky silt loams classified as #6C. This soil is predominately yellowish brown silt loams over bedrock and offers 'severe' erosion hazards. Topsoil on this site appears to be 9" thick with several rock outcroppings. Erosion Control Proaram • Install construction entrance with wash rack . Install diversion dikes • Install rip -rap arc around stormwater management pond's outlet • Install ditches with check dams e Install culvert with inlet/outlet protection • Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing, ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7, All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8. During dewatering operations, water will be pumped into an approved filtering device. ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. Frederick County Note: The Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. 755 750 745 740 I 6o, ! j ! i I 0 � `: ? 1 W 4 �I ! N CIL of 755 750 745 740 0+00 0+50 1+00 STORM SEWER PROFILE HOR: 1 "-50' VERT: 1 "=5' 60' PROFFERED ,R;GHT OF 11W FOR 75-((A))-2R FUTURE ROAD EXTENSIOd LOT 10 75-((A))-2H I RT&r PARTNERSHIP LOT I I DB 662, PG 48 CARLTON R. lJEWLIPJ I ZONED: 8-3 INSTR. 000009218 I USE: VACANT ZONE ARE USE: OFFICE {�/AP,EHOUSE FH i�_______�_ `\ \\ 1 \ { I - a� ass f i ✓ \ r I ! � 75-((A))-21 ! f CPoDER & SHOCKEY, INC. OF {ti'V ! 1 r IA/SrP,. 000007335 ZONED.' 8-3 USE: AUTO REPAIR Q`n! - Si i t I t � t l � N w 1) I! I { y ER �- {�I dAPAL JB P °BUi( TS PROV,'DED! - Nry W al ZI 7 FLOW f57 Stone VARIES LENGTH 44' EC / RIPRAP RIP -RAP ARC DETAIL TO BE LOCATED iN EXISTING POND Stormwoter Monoaement Pond Note: ELEV=744.0' EX. GRADE All accumulated sediment shall be removed from the stormwater management pond at the time of final site stabilization. As port as of final site stabilization, grading and seeding the pond will be necessary. Culvert Droinaae Anolvsis Drain agqe Area = 3.4 acres Tc = 5 minutes Intensity = 6.8 in/hr (10 yr) C = 0.75 (Industrial Area) Q,o=(3.4)(6.8)(0.75) = 17.3 cfs OUTLET PROTECTION CULVERT SIZE Q N 10-YR WIDTH A APRON LENGTH WIDTH B STONE AREA SY 1 24" 17.3 cfs 6.0' 14' 24' 6" 36.7 765 760 755 75-("A))-2F LOT 8 LYLE P. STROSNYDER, INC. DB 921, PG 1021 ZONED: 8-3 USE. HVAC CONTRACTOR } T { i 5'- » TALL X 12" HICK WALL j 48"12" TH/C FOOTER �o L ! 765 760 755 0+00 0+50 1+00 1+50 2+00 RETAINING WALL PROFILE HOR: 1 "=50' VERT: 1 "=5' L Q a) o C:0 O .{� N v O o 0 O U N o N ro 0) (A6 i■. C� Ili4� IW� N!j v W W I CCW rL ti wl! U C)cc W ! J I�; v C2 W I W W I I L U LQ IWI IW; IS IM Q o "W o 30' 0' 30' 4 J G QJ w`� W GRAPHIC SCALE O U OW o�cf�'I W LU 12" FINAL WALL DESIGN WITH REINFORCEMENT TO BE PERFORMED BY ENGINEER als and Signatures LHOFVj �c BENJAMIN C. 2v- �o No.030342 �cv FSSIO � ECG~ NA_ < H OF u GARR, OATES No. 002331 qNo sup,\J�Ao THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. Z 0 ti UJ 0 DATE: SEPT. 1, 2003 SCALE: 1" = 30' FILE NO. 0110 SHEET 4 OF 5 LJL METER BOX and COVER 0 LL N trench C:, 00 co 6"1 grade 6"minimume C0 minimum METER SIZE METER BOX METER BOX COVER trench width C0 0 as required general backfill Non -Traffic M32C-PW 0) machine excavation limit 5/8"x3/4" or 3/4" 18 in. Dia. (0 CID -(sea D Traffic A32HH - T 00 general backfill note) form board (typ 6' dia. schedule 40 steel LU '4k (see note) Non -Traffic MG-30 (Frame) WITH AML-1-T (Top Lid) 4 pipe filled with concrete 31 *4 24 in, Dia. 'B" Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) and painted yellow 8. 8. 81, treated 2'x 4" with T C.- 2' meter box top 6' painted bl concrete- gate valve trench bottom gate valve undisturbed and cover 24' select backfill 24" select backfill' Isturbi stone bedding & boxes & box•(see note) (see note) sidewalk 5 It 18, 18""a concrete TYPICAL SECTION cc TEE, WYE, OR PLUG d encasement Lr) concrete p I.. .. . 3' E V-13" sq. x 6' deep O.D. polyethylene, and the concrete poured to completel��urround "D" = 12' min, for 10" and smaller pipe meter by C\I 0 112 O.D. gfittingandagainst undisturbed soil. The bearing imensions "D' = 18'min. for lZthru 20" pipe 18'-21 F.C.S.A. concrete against undisturbed soil shall remain as shown. Z llt� 6" 6" In lieu of wood forming the fitting may be wrapped with *denotes hand excavation O.D. see chart below for A, B, C dimensions. 3" stone_ thrust block X < co surrounding box BOLLARD DETAIL co > #6" minimum Meter Size Coppersetter CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS V 6" 6" Z3 stone Pipe Plugs, Wyes & 11 1/4'and 22 1/2' 45' and 90' 5/8" x 3/4" A-C3635-01 wl 7 Y2" Opening stone Dia. Tees Bends Bends 4' stone 0 u E STANDARD CONCRETE ARCH A B C A B C A B C 3/4!' A-C3635-01 wl 7 Y2" Opening direction of setting to be approved prior to installation 6" V0" U-9- V-0' 0'-9" Y-9" 0'-9" V-3' 0-4- 1 '-9" ... ........ 6:71 8' V-3' 0'-9- 1'-3" 0'-W 94' 0'.9" V-15" 0'.9' 2'-3-•screw type C) (D -0 adjustable valve box 36"min. C\J -0 10' V-6- 0'-9" V-6- V-0' IY-9" V-3' V-9 0'.9' Z-13" 17A-95319-06 wl 10 M' Openi 12' U) 0 Opening 12" 1'-9" V-0` 2'-6" 1'-36 -0; -01, �. _ _IL2L 31 general backfill general backfill 3 1.�(r 1 _6; Z.� '-0" ............ (see note) (see note 14" 2-0" 1'-0' 3-0' V-3 . 1 4'-4X polyethylene tubing •... ..... I .... I I - - as requireJ oncrete pad V-13" sq. x 6" deep 16' 2-3" 1'-0' 3'-6" V-6' l'-G' 2'-0' 2'-9 V-10'' 4'-6' 1" CTS polyethylene tubing '....8 8� location marker V-3' 3'-9'_ V-6" •V-3- 2-0- 3'�O' V-3- 4'-9' (PET) 200 psi with SS inserts saddle with O.D. valve megalugged 77- 177-f 0-0- 3-3' 1'-6- 6-0" at all connections ....... 11 20' 2'-9" 1'-W corp slop to main stone g ........ megalugs 2* min. - 6" max Werr stone ...... 6" -megalug 8 ....... 11 1/4'THIRU 90* BENDS, 24" select backfill 24' select backfill 1" coupling• 4' stone (see note) (see note) (PJX FIP) C14-44 screw type gaiv.n rods over fittings and COPPERSETTER COMPONENTS embedded in concrete thrust blocks, with SS insert and -adjustable Meter height service line copper -inlet- -Outlet- MIP plastic plug•valve box stone size connection bar tubing size AngleBallValve AngleCheckValve stone stone to be minim 18" D-31014-12 O.D. 5/8"x-3/4" D: BA13-332 W-SN HHCA31-323-TV-SN of above polbase locator marker FITTING SIZE ROD SIZE NO. ROD EMBEDMENT w/ CSS-43 wl CSB-43 thrust block 18, t stone 1/20.0. W/ C 14-44 1 Y8 0. 24" 12" & LESS 6 2 30" w/ SS Insert 14'- 20" 8 2 361, 3/4" 181, D-31014 12 BA13-332 W-SN HHCA31-323-TV-SN \-S'x 8'x 16" solid block megalugs-\ Concrete wl C 14-'4-4 1 Ye O.D. (for valves 12' and larger) 6" 6" W/ SS Insert w/ CSB-43 I wl GSB-43 concrete concrete ritt,In, 1 1��Jolupe oLLILusl block in yg,� 1. 18" 0-31014-12 13 -444 W -444-TV 0) z ly -44 0. CJ A31 HHCA31 VERTICAL BENDS 22_1/ 4 wl C14 wl CSB-44 w/ SS Insert stone bedding 6" - 11 00 Q) CONCRETE CRADLE CONCRETE ENCASEMENT Note: this detail is also P\ "I. 81� 1.1 2:3 INSTALLATION NOTES: used for butterfly valves mechanical joint 10" 1.8 37 1. Exact location of meter box assembly to be approved prior to installation. swivel tee with W THRUST BLOCKS FOR VERTICAL - 2. Water service crossing street: Lr) tr) 12" 1.2 2.8 5.5 a) Encase in 3' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one toot beyond sidewalk, across the• 6" branch 17- UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 -11 street, to one foot beyond sidewalk. 0 (::) Q) NOTE: To be compacted to 95% of ASTM D698 maximum density. AS FOR HORIZONTAL BENDS. 16' 0.9 2.3 5.1 - b) Install 12 gauge insulated copper Ore (for line tracing) from Corp. stop to into the meter box [wrap wire around Corp. U 'q- 18" 1.4 3.2 6.3 - stop; Ore to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve). 20" 2.2 4.5 7.8 - TRENCH & BEDDING CONCRETE THRUST BLOCKING 5/8"x3/4", 3/4" & 1" METER INSTALLATION GATE VALVE FIRE HYDRANT ASSEMBLY Figure 1 Figure 2 (4 FOOT COVER) Revised Figure 8 Figure 9 0) r) Figure 5 Oct 03 cz� _Q1 C) TREAT WOODEN PANEL V) 16 Z STONE CONS JPR-� UCTION ENTRANCE ROCK CHECK IV, DAY WITH WATER SEALANT q) -a SDR 35 spigot SDR 35 spigot by by gasketed 2 ACRES OR LESS OF DRAINAGE AREA: q) bell 45' bend SDR 21 gasketed I - bell adapter 70' MIN. EXISTING _J (see note) Z 3' PAVEMENT 5:1 ♦ 6 FILTER CLOTH 6" MIN. A M13UNTABLE BERM 3 (OPTIONAL) Cast iron CIpanotca b I FILTER CLOTH hav (OPTIONAL) 3' minimum t1i of the UI:R SIDE ELEVATION SDR 21 gasketed Cast EXISTING GROUND SDR 35 8"x4' pipe and fittings finished grade gasketed bell wye SCH 40 (DOWNSTREAM VIEW) solvent (see note) weld cap square concrete skid pad 70' MIN. 7 0"x 20'x 6" deep T 10' MIN, VDOT #1 uarefoncreig kldsgad WASHRACK property 7st ng 1 ra s COARSE AGGREGATE -EARED rg line 77 Incno <OPTIONAL) TYPICAL 6' TALL BY 8' WIDE DOG VALCO I pug haven a c --in square -T Fig. No. 71 BOB- head Panella Model PA4SV-CSK (4") FENCE PANEL. INSTALL ON 4"X4"X8' cast pit. IT with lid narked "SEWEO' 4!'stone 0' MIN, FLOW TREATED POSTS SET J' DEEP. SDR 21 - cleanout pipe 12' MIN EXISTING PAVEMENT 51 of box SDR 21 DUMPSTER ENCLOSURE FENCE DETAIL brick base N. T. S. 36" min. -Z­VDOT #1 POSITIVE DRAINAGE 10' MIN. location marker 7- cover SDR3 Adapter COURSE AGGREGATE TO SEDIMENT 2-10 ACRES OF DRAINAGE AREA: stone00%g gasketed bell wy TRAPPING DEVICE e0000 N 0." �0 0.. (see • not .55500' 5, sanitary MUST EXTEND FULL WIDTH sewer main STREET APPROACH SAYE SDR 21 SURFACING AS NANLW- (see note) OF INGRESS AND EGRESS A --I W (J)ti OPERATION PLAN VIEW (PAWS TO BE AS i;ti! I - ROADWAY SHOWN ON PLANSI� I Vs G1 C (RADIUS TO BE AS t­­ � A I , SHOWN DN PLANS) - - - - - - - - - - - I'll trea vith 6 CG-t2 AR. Come" ON at top 6" painted green CURB AND GUTI 12' MIN. ST'D ST'D. CC-6) ed 2'x 4' 4' pipe at 2.00% 3 -------- 3 •4.1 63"stone bedding CL A3 % 7 minimum grade 3 MIN. FILTER CLOTH 4' SIDEWALK 'N; b� Z) U) rt CC 6" 1 FLOVY LINE (Z NOTE: alkEledis, 3- MIN. (OPTIONAL) OPTIONAL LL. CQ (.5 Met a"wd baaEh*4whafi'4a�iM,%t EXPANSON JOINT EXPANSION JOINT the property line. A-J -1 -Q" OR AS 4V 2. If top of sewer main is greater than 15', then (DOWNSTREAM VIEW) WTV V007H 21 MAIrLINE ROADWAY SECTION C-C Note: If lop of main Is FILTER CLOTH SHDVX! ON TYPICAL SECTION. greater than 15 It deep wye and bend to be heavy wall SDR35. PLAN VIEW C" SECTION A -A W'U Lij use heavy wall SDR 35 cr- C) 4 1 " ' 0 6'-7" VDOT #1 W CONSTRUCT GRADE CHN40ES WITH A PRZABOLIC CURVE, (J W of main is greater COARSE AGGREGATE �4 P� concrete cradle if top WHEN THE ENTIRMICIE RADIICAN40T ACCOMMODATE than 15' deep THE TURNNG REQUIREMENTS OF ANTICIPATED HEAVY TIRLCIK TRAFFIC THE DEPTHFORSTOEW K 6 CURB IU'PARABOLIC CURVE RAMPS WITHIN E UOTS 0 TEE RADIIASLHOULD W U) EDGE OF SHOULDER OR 0 FOCREASED TO 7". FLOW OPTIOP44 FLOW LINE LOPI KCMHAN E ::=D 3' WHEN ST'D CC-IIIS USED FOR ENrR8,10ES BUILT -Z;ZNE ­­ROA0WAY - - - - - - - - - - - - - IN CONJUNCTION YATH VDOT PROJECTSPLEASE All 1, % MAX. D NOTE THE FOLLOWING: SLOPE CHANGE - X X MAZILI�JE PAVELU4T SHALL BE CONSTRUCTED 40, 60CM6 XF!'.STREET D TO THE R/W LINE (EYCEP7 A14Y SUBGRADE GRAVITY SEWER SERVICE LATERAL STABILIZATION REQUIRED FOR MAINLINE ULJ SEWER CLEANOUT PAVEMENT WH�CH CAN BE OMITTED IN Revised ARC THE ENTRANCE.) Figure 15 Figure 17 Oct 03 ENTRANCE r SECTION A - A RtUAL CURB OR COMBINAIICIN CURB REINFORCED CONCRETE DRAIN SPACE AND GILMER SHALL NOT BE CONS7RUCTE0 CLASS I RIPRAP GUIDELINES FOR GRADE CHANGED BEYOND THE R/W LM ExcEpr FOR SECTION B-B RFFLACEkIENT PURPOSES, WHEN USED IN COAAW71ON WITH STANDA;D SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 SOURCE: VA. DSWC PLATE. 3.20-1 EMMCE YOLLNE DESIRABLE CG-3 OR CC-7, THE CURB FACE ON THIS KMMUM STANDARD IS TO BE ADJUSTED 70 MATCH THE CO-12 A eli?�Q!HERE STD. CC-3 OR MOUNTABLE CURB OCINFICURATION. PORNISSME 7 I's USED. HIGH (MORE 7HP(4 1500 VPO) 0 X 3 % SEE STANDARD CC-12 FOR CURB RAW DESICN CON$TRUCTION 01. MEDIUM (500-WO VPD) 53 Z a TO K USED WrTH TICS STMDARD. L0 LJOINT STO.CC-2 t2li MAIL T -46,1 M.-I 1-- 0A i5a's LOW (LESS THAN 500 VPO) �5 6 3 8 X PLX,1S ARE 70 MICATE WHEN CONSTRUCTION OF 4. 2011 OOKI.S, 11' LONG A FLOW LINE 15 REOLAREO To PROVIDE POSITIVE PIPE OUTLET CONDITIONS tr C-C DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A tog A -A PORTION OF GUTTER TO PRECLUDE PONMNG OF WATER. C T--T :Jj!��OPE d MAXII" 7 -I L� . , - - p 0 A I '-'CK DA MS -I TEMPORARY DIVERSION DIKE WEE 1100 2: SPACING BE T W SEPTION B-B SPECFKATU)N METHOD OF TREATMENT- 10 DONES A 4'SOOME L REFERENCE I ^K11, 011119=0001"N" CONNECTION FOR STREET INTERSECTIONS 3do (MIN.) 502 AND COMMERCIAL ENTRANCES LU > A VIRGINIA DEPARTNENT OF TRANSPORTATION 203.04 LU - rx ILL! L THE DISTANCE SUCH THAT POINTS do Compacted Soil TANGENT PLAN 1 OSSW)K ea and natures n PIPE OUTLET TO WELL TYPICAL PLACEMENT CROSSWALK TYPICAL PLACEMENT 5 AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION U.J DEFINED CHANNEL 18 min. WITHIN CROSSWALK WITHIN CROSSWALK cjC -Flow P P R 5NDI (WITH BUFFER STRIP) -TH Op PE op KA I IONS THA WSWALK. L"INIG I we IFLABLIE-min, 8 FEET FOR NIEV PLAN VIEW TM OELYN it ox &M A, CURB RI) MUM a" =4=4ET ALT OM T40 K CLASS A-3 CONMETIE (CLAU A-4 V Pff T) VATH SLIP IRIESISTANt 110MOR& L rUu. MT" QF THIE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE OWtTION OF TRAVEIL. a A B 9%1= MATUM MTN THE TWIC.ATED 006C DETIECTMLE WAViM %KY DE USM WITH THE h'MOVPL ry) il W1111 111111 -milli 101111110111111 W L 2.jX07 M PIROVW- I TESIFAD .M. TALWA? DOW111 TO tAIIIIPM BENJAMIN C. 0 CG.W SICi 5"L BE ADATES W Olt gCA�U. T CIPF . fW L TRUNCATED DOME A MTN THE AOQW Va" 9.11411 INCLUDES FILMED SM). G y DETAIL 3. SL SW %4r -OLLY MIN RAP IFLOOIR CR BY USING PERIkASSIBLE MONTGOMERY 0 4.5' min. COM WMW%16TAtED MON01.1111HIC No. 002331 2%- C C 4- CIM 1`100111 No. 0303 -10i DOLE QMU M IN& Jf4NQ In. 42 UJ ,M&%F%&rFV .?Tn WMV Cal M ftL7CW COVER Cir N06V J4,r6PLACWTE1R #LOW BOTH MIES Of THE RMAP d IL W 0 -0 �. �O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tl < "R- W%1W tR*=TM 11DJACW 70 CURB RAPS ME *aUXO IN PAYWNll' 0000000*00*0000 SECTION A -A 2 %• TC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7. rEN Ur 01*,� Q1,11 00-3 W 0 W ,;6 :TA"D CURB THE 0" FACE ON rO SINCARO IS FILTER CLOTH KEY IN 6'-9"; RECOMMENDED FOR ENTIRE PERBETER 3VVJRATM "ONA S U PqNp N DATE: SEPT.1,2003 0 0 0 0 0 0 00 0 0 0 0 0 0 0 a. II.S AK 'I, LOCATED AS SHOWN ON THE PLN4S OR AS DIRIECTM BY TW DOMEIER, Ti ME TO NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AT A To" ABUT WITHIN TIE AUff WAY OF A HIGHWAY 0 im or ALK EXIS OR NO111E)UTINT. THEY 0 0; C' 0 0 0000000000 OAK WN I F&MMM i SHOWN ON PLN4 AS: TIED BY THE ENGINEER" BASKET, OR CONCRETE, 000000000000000 1 C. WILL Ift NT. lfoe'x SCALE: N/A 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED rpm No T FAMITY THAT W get' box '0& b, i U-1b, [2, 'S is orlIMIT91AMMIUM I" A= VLEMEN 2 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 US10 , TH MOKITY T!L THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF vffdmxc 0. k y ft ON K TRWO-W NCTIONS PWvIDIED THAT 7W CURD Denim a OLMCO USING PLATES 3.18-3 AND 3.18-4, SOURCE: VA. DSWC PLATE 3.09-1 SOURCE: VA. DSWC PLATE. 3.20-2 T#NWUM = ME L&VTWITHE CR%NZL FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT PAY LIMFTi 10, TVMMIEAMW%1SW4;VZ1��0%7�%T� CANNOT ACCOMMODATE THE TUFF" Re OMCr DETECTABLE WARNING TIE SIDIWALK DEPTH SHOULD 11111E DICKASED LESS THAN 6 INCHES. SHUT I OF 3 DETAIL TO 7-. OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE rwrtmm Source: Va. DSWC Plate 3.18-1 CG-12 DETECTABLE WARNING SURFACE 111000411 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 5 OF 5 Y. I TYPE 'A (PERPENDICULAR) APPLICATION 1105 VIKINIA OEPMtMW Of TRNISPOMATION 602 75--2h' LO1 / C RL'TON R, NEWUN ZONED: 8 Q jj i 1 765 760 Z c- ......,...._ . i 8 SDR-JS 750 j I I i 3� i 0 i EW wi g I I 745 CO I -_J j C Q� N 1 Co Q) = Q� I �I�I �I w Q) , i 0 50 100 WA TERLINE PROFILE 765 R7-8 HANDICAP PARKING S/G (12" X 18') FRESERVED RKING 760 INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED %55 ACCESSIBLE PENALTY 1100-500 TOW -AWAY ZONE 750 F�U' PROFFERED R?/GHT OF b"✓AY YOR FUTURE ROAD EXTENSION 745 r ol GD i tl ,V zi�pp PARKING SURFACE MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES j k 3' MIN. 72: 1 72: 1 3' MIN. Prune codominant teadeaR�l N I` CG- 6 CG- 6 Prune rubbing or cross branches�� Remove togs and lobela-_y ® Cut away all balling ropes Remove top of wire basket\ Prune out any dead or broken branches removeParkin all toga, labels, strings*,,� Lot Landsca ing Data _P _ Do NOT terminal wires, etc. from plan. prune leader or branch tips 2-3" Saucer 2-3"' mulch Set top of root ball J eq ual to or 1-2" above grade. - 950 Perimeter Interior Per Code Pro used �__- I 1 Tree per 10 spaces 3.9 4 < •' {�' �•^�4F Remove container, use i Prune narrow crotch angles & water spouts ;�+,r;,,,• sharp blade to make +,��,,. four 174'-1' cuts the ' Total Impervious Area 1 per 2000 sf 32 .�--- Prune broken brooches f..f{:1y"•' ;itX%�'t' , I rh of ball and cut a ,i%iL�1� + 1/4'X on bottom of y ball; loosen compacted 63 7j0 sf ' iyy K-� roots. CONTAINER GROWN SHRUB % Prune suckers Percentage of Green 5% 6.8% 2"--3" mulch kept Prune out any dead Area in Parking Lot 1,972 sf 2160 sf away from trunk Soil well to contain water or broken branches. �- Remove all tags, labels, strings, w/ros, etc. from plant, TREE - Dogwood (Cornus Kousa) - 36 PROPOSED 2-3' mulch OTHER DECIDUOUS SPECIES MAY BE SUBSTITUTED '•' „•Y • ) ` Backf/ll soil Set top of root boll WITH APPROVAL OF FRED, CO. DEPT. OF PLANNING 2-3" Saucer equal to or 1-2" „ ^ f " ' Portia& backflll, above grade. 2 CALIPER AT TIME OF PLANTING D l Widen and water to settle osc rc holes in wall soft, finish Q �� , V •5 R r backfilling in NOTESNOTES, Remove rope dr burlap : J Area for water Y°• .Yt y, , from root boll. Remove container and drainage (Pipe 4'*'�iG• +!"'i' `F 1. H/C SPACES MAY NOT EXCEED A 2% SLOPE. cut circling roots ,Y or tile could h�; •t ;; SHRUB -BOXWOOD - 7 PROPOSED container -grown, or be installed) �,�pg^; ` ��,f yx•+ (HEADLIGHT SCREENING) as much burlap as pedestal 2. RAMP BUILT TO VOOT CG-12 STANDARDS. Heave solid er thball depth not Dig hole 2-3 times (1F REQUIRED) possible if fie/d-grown dig deeper 24" TALL AT TIME OF PLANTING �� width of root ball. HANDICAP PARKING SIGN DETAIL 3. WHITE STRIPING SHOULD BE 3 WIDE. f PIShole 2-3 times roof ball width f 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK BALL & BURLAP SHRUB (NOT TO SCALE) TREE PLANTING DETAIL OR MOUNTED TO BUILDING IF POSSIBLE. (NOT TO SCALE) SHRUB PLANTING DETAIL (NOT TO SCALE) D' 01 20` ! 4 �► I GRAPHIC SCALE : c ' X 4i I 0 f f , s, ll � I ;;5.-('(Aji--2R _ LOT 10 h't, f? I 'NL RS'H.,IP �3 i DB 66Z P6 48 - r _ f I r 1'/.��.• !/ids t1�I! ri ;' �l+' ,.. -� 1 ; , _ x STOWAGE' 6 t+���;,il;. ..,•..,.-•••,..--7�'.,.. 1(s�i.,����il`��it�C t_, irj�(-/f�_t�"� y G to + {- ! t✓J O/) �•" P �lt�L?0Ui<D aA CC':OPLER1. u t ^Ir _O 'E' i a _..: k j / D11 po; I= t t � _ I (1 - 5AY-1 BAY-2 ' BAY-3 BA, Y- 4 ,•: f { f ' n ; TfW,;r,.7:„l:r PAINT ROOM __. -- E t ENTRANCE 1� REQUIRED EFFECTIVE JULY 1, 1998 2 CONCRETE WHEEL STOP ----- 1 , I ; ; w LU j ,.. f ` 3 ' w I I , CIO, .�` j f v W z L S A - _ ( (in�, S __ S ' i _.. f, r , W i V { ' ly ` S LU ; i Cv� 75-((A))--21 LOT 12 C� DER Sr,'Q KEY hJC, OF Ifilnf ti f iNSif. 000001,335 il Y i r. [ t✓ L /j ry R AI.I i �./ l6??`. P' i,^t lr" l _ ,J i ! I d S t a•jy 1sr 1 ''c,-'EP X �r r' � A1�1rf 'f'1..7, s :--,•1Pt�,y i�f f r (.. ,- 1, 3 /, P 1 ; 10f, II I li i v l required `ogres$/egress doors shop be handicap accesib/e. ' ' � r�r?1sG1� .�I�,tE>;jJ I i � I �'0•�'' ,j rr----._. ,_,i,..�„' �y i I 'j � 1 • e 9000 5 EXIT ONLY. �'` ..,,,� � ' ��M , ,,.,F� j � II i ✓,/ ,� ten", ' -, ; I , ,i. .N • i.�, r..-,. i.J• �r. .�U1 r tf,;..�17dic,, ,��l. F: r,i',i'ex l 7� V.ltri �f f r�s S s,I Xfof .r( I 1l✓ 1S f r I r i I , ' C'W 11 tf , , i : • f 3 { ..-_.:,•._•Mdnm,..E:.oe'�,-.,.a.>.,,.__,.,..Y.-°�.___�,.:.,, h i s 13, , 4Ei, .'4.1,N<? WALL'4. i s f _ f f/ f! i a f u / G 1 I 1 � / � � �� VV -s t `" i ,. ,. 1 ,,• j / i ,f %r ^, rY //' ,,' 1� �'' / � r`' ,.t f .i �' ;,.�' i ,fir" � I lc,:' J ! I ',. ^.. 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L'•,; ,✓ , ,3_50 Y I(S i / t, .�:�v,�Ci ' ;._Lt Ct co r,=' 750. � 1 100 i 1 , I 1 •r r S. ,r �•rS r 1 Y i i..�..:�' + r, , ,r i , °`,,; u �! t. __ '___" S .._._,_... s S.....':' -S S _..._ s - S S S s w. _ ,' _. .._,..._, __ _ _........_.. ". ._._,......_. _-••___- ..-_._...__ .�.,...._._ `�.`.,., VI 'f , r t lF} ' 4 N- `" _"._. •_._._ S 14..7 4.� f� , »� 4 n.'� x "-M, I S �, r r a. !' 1. • FL - 'AS - -GAS GAS GAS = CAS - -- GAS - - GAS GAS GAS - -- AS - GAS GAS GAS -- - GA. AS ` - GAS QA� GAS GAS - wAS - _- _ GAS j J7i_. _ _.__.. i �, .a. , _.,' 1 X7 ._ ._ '1. 1 f ' t 1 2i/ it C 1 !,: J.,- �= o ' f -r ' ; CSi rrlr ,r�Liz✓ :. I ��'--_.,--° t ' a )f - N LOT8 GI} 'k I ! ! i L YLE P .aTROSNY)CR, INC. P Q AR ?'1, Pl- 1021 ? I 9 ZONE 8--5 <7� i U.` _E- HlIIAC (�'(, NTRACTOR I' 1 t J i I r f 7 1 ' , F� r 2" OF SM-2A 6" OF 21-8 COMPACTED TO 952v DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 957 DENSITY TYPICAL PAVEMENT SECTION FOR PARKING STALLS ONLY 1.5" OF SM-2A 3" OF BM-2 8" OF 21-B COMPACTED TO 959 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 9590 DENSITY TYPICAL PAVEMENT SECTION FOR ENTRANCE AND TRAVEL AISLES ' 4 " OF 3000 PSI CONCRETE W/ FIBER 4- OF 21-B COMPACTED TO 957. DENSITY \/ SUBGRADE FREE OF ORGANICS & COMPACTED TO 951'. DENSITY TYPICAL SIDEWALK SECTION 8" OF 3000 PSI CONCRETE W/ WOVEN ' WIRE REINFORCEMENT 8" OF 21-B COMPACTED TO 959 DENSITY \/ SUBGRADE FREE OF ORGANICS & COMPACTED TO 957 DENSITY TYPICAL DUMPSTER SECTION Seedino Schedule (Der section 3.32 of VESH 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 /bs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet 1000 /bs per acre). 9 ( P ) 0 4 mix f7 /Kentck 1Tll10 Seed mo S o u 3 aFescue, )Y % Annual Rye, 10 % Foxtai/ Millet, and 5 % Red Clover at 200 /bs per acre. 5.) Straw mulch will be applied to all seeded areas at the ra te f per acre and anchored with cutback aeo 3 50 0 lb sp , or emulsified asphalt applied at a rate of 200 gallons per acre. C C Lighting General Notes: 1. Proposed Lights for this project are Hubbell RCSA-400ST 40 Watt Lights ore equivalent. ( 0 ) 9 q J t~ 2. Lighting must be installed so as not to produce glare onto m neighbors and roadway. Q j , f t�1 Seals and Signatures co U 0 0 LU PST H Op H OF V V) w tLn f 2 2 r� BENJAMIN C. v u GARY R, OATES 7' W 'IT 0 Tr o MONTGOMERY No. 030342 °C No, 002331 0 C C0 c co elf rn rn I C) LC C Q) C O U C C L ~� �� V I � � \\o S J S -'S' <' v�- NAL SUR DATE: SEPT. 1, 2003 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF --.-- - -- FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE .ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 OF S 745 765 In 755 3 ' MIN. 7 2: 1 7 2: 1 3' MIN. Prune codominont loodoml N CG— 6 CG— 6 Prune rubbing or cross branches :� Remove togs and labels_ ® ® Cut away all balling ropes Remove top of wire boaket\ ��- DO NOT prune terminal leader or branch tips Prune narrow crotch angles X water spouts r Prune broken bronckas Prune suckers 2 t-3" mulch kept /away from trunk Soil well to -contain water Prune.o4G"any dead or broken branches, remove all tags, labels, strings, Parkin Lot Landsca anq Data v wires. etc. from plan. 2-3' Saucer 2 2-3'-mulch Set top of root ball s esaq�uo/ to or 1-2' obove grade:- 95()'� Perimeter — I terior Per Code Promised I 1 Tree per 10 spaces 3.9 4 Remove ner uae sharp b/ao make four 1/4 -1' cute the Total Impervious Area 1 per 2000 sf 32 d ry le h of ball and curb 4" x on bottom of 63,750 sf 1 41 " ;� i�•'pp ball, loosen compacted roots. CONTAINER GROWN SHRUB Percentage of Green 5% 6.8% Prune out any dead Area in Parking Lot 1,972 sf 2160 sf or �- broken branches. Remove all tags, labels, strings, wires, etc. from plant. TREE - Dogwood (CornusKousa) - 36 PROPOSED V J 2-3' mukh OTHER DECIDUOUS SPECIES MAY, E SUBSTITUTED Bockfill &oil Set top of root ball WIT14 APPROVAL OF FRED. CO. DE OF PLANNING 2-3' Saucer r equal to or 1-2"„ • JA Partlally backflll, l above grade. 2 CALIPER A T TIME OF PLANTING water to settleWiden and x1ore soil, Rnishho/es in wo%l backRllingNOTES:—''�: �p rea for water Remove ro , burinr�.5.! from roofboll.Remove container and rainage (Pipe r , y 1. H/C SPACES MAY NOT EXCEED A 2% SLOPE. cut circling roots If or tile could + "} .; SHRUB - BOXWOOD - 7 PROPOSED container -grown, or be installed) 4•f�jw,�". f ''hr�; (HEADLIGHT SCREENING) 2. RAMP BUILT TO l/DOT CG-12 STANDARDS, as much burlap as Leave solid soil edeatol - do not possible if fie/d-grown n (IF REQUIRED) dig deeper than boll depth Dig hole 2-3 times 24 TALL AT TIME OF PLANTING k i 745 ur width of root ball. J. WHITE STRIPING SHOULD BE 3 WIDE. f Dig hole 2-3 times root ball width HANDICAP PARKING SIGN DETAIL 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK BALL & BURLAP SHRUB w o Q 616 I OI Q i= (Nor To SCALE) TREE PLANTING DETAIL o w N I cu a,;� !�, OR MOUNTED TO BUILDING /F POSSIBLE. Q �, +,� (NOT TO SCALE) SHRUB PLANTING DETAIL O I� O O 1� O I O I Q) i ( SCALE) + z , NOT TO 0 50 100 -y G Q' 0' 2L? ` - WA TERLINE PROFILE GRAPHIC SCALENK a t t J - O ' 5 r (i .; e 6D r �',ROFFEREr� Ri�'1 r Of WAY FOR �.� - 'A t )'--� R FUTI)RE ROAD EXTENSION / 0T 1g ; ,-. (Aj�---2H Rwl' PiRI ,VERSH�P l T i r D3 6612, rat, 48 I A try f r R ` �liOraw �� 3�1L J raC3 %JIB ;' is rtI �r f�, Jj _,,.�''` �d c '� e/+.y(4,L I � {j � 1'�!'��,�1. _ i!: � � l i1'i., p ,✓,v �r..:... � _•-ate'"."-_ i'.�7.� ;,• 'h7 ,1 I� � m+m _ .8Uit_Utr"v � n 1 1 ti + � I ha PO4 �a� \ - BAY-1 BA,Y-2 BAY - 3 BAY-4 ' f !�21 PAINT ROOM f w---E• _.__ �._._._ ,._._____,,_,..._ _ 1 ENTRANCE : Al/ required ingress/egress doors shall be handicap accessible. ,' � r4 1` _ .. - I I 'Yt:k Jlr .,,,,, i �'�r,+.a;�`r_, � ••---,... � J I �1 n, !1` • aF, ',, i X- - AI u,) :,l/Ari i j9 3 r i 1 , it EX/T ONLY 1 !2, � 5 !I+ ptf + + u I V r , LJ _ r I Turw_j, , l ' S S S S I I.�:'........ m I. .10 1 JJ '41 4, w { _ { 1 , , i ti 3 % f• ..,. '•... ',, I , ,,:, ,r .. �„i '_ �f f � t ? } � ��,,\ Y i v t,,,/r r; { ______________M � -_.._. X x '? �• 1 , I_ , . „4 ,} �J I 1 r. i > to � t i ? ✓! � � � � w v PRG�'7SLLf i Cr) t 75 (A,)) 2l pETAlhf/'^v%G WAi L t l?/D-ErR & SHOCKE K, Yv'G: OF W ZONED: B-3 1, 1 AU"o Rt-PWR !C:E `^v i L ! ,'A1 GlY15. I 1/l !AL Z. / ,J 1 t' ;i 4 T z r r A f4Y ' Cis ' POLlit'Ni✓ CONCRETE , i 750 R7-8 HANDICAP PARKING Sl� (12" X 18') RESERVED PARKING MAY BE PLACED INTERNATIONAL SYMBOL ON ONE BLANK. OF ACCESSIBILITY ADJUSTING THE .0 REQUIRED HEIGHT TO ACCOMMODATE REQUIRED THE ADDITIONAL LINES j VAN ACCESSIBLE REQUIRED EFFECTIVE PENALTY 1100-500 JULY 1, 1998 TOW —AWAY ZONE Z eh PARKING SURFACE I CONCRETE WHEEL STOP i } r' I 1 , 1 : � ,...., { , s' k• y� ,' , / ';v 'i I r r` , , v , f ; • L i� f /F jf i t _ I r ; '. ,s l;. V \.:,_—_..«-.—.r--v_,—.i,—.�.._—.—.-,—._._l..«r._.._._.-.,�.._.��.,+'.._�„_..—=..._.._.",._.. ._,.z.._.-.. f .L._.�..._....1._.._._.._.-.i J.—.�_r�.._..._..,�-- (/ r "^"..'�,•Lll 'i7�IK _...__'_ __-.._..._ -... ,.. __ 1 r ! I', I `i o 0 �.G._, 'C �; ' r-..- � c I { ` j j � a � � j + �+., � • ' ' , I' i-i. E' E . E•, j'"'"-`...�._..�""' i _�.._ _ ,� -( ? 1 :'1- ' i1- I j I f - t`."= ..." („�� !y� �+.. �� � 1 I r x. 1 c�, , _..,. i ,.: O j �T C11 I L.:' ''� �.. • Cl".7 a v ,. + r, ', II !, `-.`,._', _: ,i _�MY '1 I r•l �l"`�(nt l `�A �E b�r-,-z�. ri..y,.�,l 1 M.,,, I` II, I'rry,...�j'r;� ,cei. l.,^��'r,,J., r (-rr"-;,-f�;, >' I f ',� .�,..�.�./l/,-l�'I•j.c:^tC:.' I �'! I �FVI:'W C'xr .!�.t,..'i�.F.„r;�`(; �• I !I _�, ;,J,.�. ,F...lt:n,, � ud t•i�-"�,,. .� ._.✓ �i� C ="� ry'fl',rti ;, 00' rl <^ �^ 414nJ ✓-7.u. rt� ..J)70 �, 1? jj i ..a=' r-• ..+-. (,%� I --.. {I z 1 I A"' r :y C' ' +,/ i.;..;5.. � ACCESS sp ) / �� � I I �� � I �.ev� .Jtn't�l 1 , '' J,rC,' (CLv 7 Is / u: v• i ff g 0 i s------- s ..-_ �• .,._. __.._, 5--..,�.._„_ S' :5-----3- ---- - �"`" ; a � ,I 1 (/,� ! t i I E _ T,►e,., . t jJ­ N:w;., ,.. _ � ,..a4 <, ".%., �. GI1 r! i !� ✓..1=,. f,, ( ,,., , p", I,f i ,, "'t 'ar< e -- 5 c GAS _. SAS — -_ GAS ___ GAS m - CAS r-- _ GAS -- GAS _., GABS .__ GAS GAS -- GAS - AS __ u_ „;AS __ GAS - GAS _ _._ _. V - GA ''O-'-'�'-"-`i �-m—- .,_...._-_ ; _._.._.- u ._._. ,..__ _..._.._. /GAS ___ _ GAS Gi4?+ ------ GA,�•---'�-- GAS —_ ini1 '- _e n / .. } F, I iCS I el0V u Cam. { ! N,, I LOT LYL "� P, w� 1�'05NYDER, INC. 011 V). DB z' =11, PG 1021 ONE USE: (VIM :, C7'0 r I• E I f C� 2" OF SM-24 6" OF 21- COMP, CFED TO 959 DENSI SUBGRADE FREE OF ORGANICS & `COMPACTED TO 957 DENSITY TYPICAL PAVEMENT SECTION FOR PARKING STALLS ONLY 1.5 " OF SM-2A 3" OF BM-2 8" OF 21-8 COMPACTED TO 95Z DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 959 DENSITY TYPICAL PAVEMENT SECT/ON FOR ENS NCE AND TRAVEL AISLES 4" OF 3000 PSI CONCRETE W/ " FIBER 4" OF 21-8 COMPACTED TO 959 DENSITY / SUBGRADE FREE OF ORGANICS & COMPACTED TO 959 DENSITY TYPICAL SIDEWALK SECTION ~' 8" OF 3000 PSI CONCRETE W/ WOVEN ' WIRE REINFORCEMENT 8" OF 21-B COMPACTED TO 95Z DENSITY �\ SUBGRADE FREE OF ORGANICS & COMPACTED TO 957 DENSITY TYPICAL DUMPSTER SECTION Seedina Schedule (Der section 3.32 of VESH 1.) Topsoil will be spread at a minimum depth of 4 ". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). Fertilize with 1 -1 -1 r f 2 / r 1 3 ert e t 0 0 0 at a ate o 3 bs a 000 ) p square feet (1000 /bs per acre). 0 4. Seed mix will consist of 75 /o Kentucky1 Tall Fescue, 1 3 a s 0 % Annual Rye, 10 % Foxtail Millet, and 5 % Red Clover at 200 /bs per acre. 5. Straw mulch will be applied to all seeded areas a h pp a t the rate of 3500 /bs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. ■ � q ~ O o U C C - � a N v C c v z J W S. L z° C4 ¢v. w 0 �o Lighting General Notes: 1. Proposed Lights for this project are Hubbell RCSA-400ST (400 Watt) Lights or equivalent. IS 2. Lighting must be installed so as not to produce glare onto neighbors and roadway. z to O a. a Q U a 9 $��als and si natures W °�JU ° p � UJ �PLTH OFVj w � > �c �c BENJAMIN C. ' ° v U GARY R, OATES �' W � 0 MCJNTGiJMERY a /� y v No.002331 -pU Ns,, 030342 Q Q as m a, SsrON AL SURv DATE: SEPT. 1, 2003 SCALE: 1" = 20' THESE PLANS ARE .IN CONFORMANCE WITH COUNTY OF ------ FILE NO, 0110 FREDERICK STANDARDS AND ORDINANCES, ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ---- SHEET 2 OF S ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. FREDERICK COUNTY PLANNING & DEVELOPM 765 760 755 8" SDR-,35 ' 750LZ I ?� i 745 __. . C.._ ,.. _., .. ....... cod+ 0 Q ; .� O0 Off 1' 100 )f �--1 i O Qi—� 0 50 100 WA TERLINE PROFILE 765 760 755 _. 750 i 74 R7-8 HANDICAP PARKING Sl (12" X 18 RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED VAN ACCESSIBLE MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES J REQUIRED I N PENALTY $700-500 EFFECTIVE JULY 1, 1998 Z TOW -AWAY ZONE Z PARKING SURFACE CONCRETE WHEEL STOP Prune out any dead or broken branches, rams, Parkin Lot Landscaping Data `� all togs, labels, strings, _s1 P i U- y� wires, etc. from plan. !y tl 2-3" mulch 950'= Perimeter Per Code Proposed o �a Set top of root ball p car 3 obaro to or grade.1 _2" Interior A 0 1 Tree per 10 spaces 3.9 4 UJ � M00 <j•';«y. !� t;j? Remove container, use O Prune narrow crotch t l ' ' y t' "� sharp blade to make d d ,> i :x :n angles & water spouts !�,rs,r�; { i, ( four 1�4 =1- aura the Total Impervious Area 1 per 2000 sf 32 f;1 '. • Ten h of ball and cut o 1" X on bottom of 63,750 sf -Prune broken branches •(•l�t'�'<i,�, 'L,1'� r }N►� . rK,d'iF ball; Aoosen compacted CONTAINER GROWN SHRUB roots. 0 \'`/�"' Prune suckers Percentage Of Green 5% 6. c�O/p mulch kept Prune out any dead Area in Parking Lot 1,972 sf 2160 sf �, away away from trunk or brokern branches. 4 � 0 E �- Remove all tags, labels, 0 Soil well to strings, wires, etc. from 0 contain water plant, Q ca TREE - Dogwood (Cornus Kousa) - 36 PROPOSED > c 2-3'• mulch OTHER DECIDUOUS SPECIES MAYBE SUBSTITUTED C V '•' ,•�, , . ) ` eaakfill sail set rap of root bale WITH APPROVAL OF FRED, CO. DEPT. OF PLANNING LL v � r 2-3" Saucer equal to or 1-2" rr � U)� O • f Partially backrill, / above grade. 2 CALIPER AT TIME OF PLANTING °' W/den andere swater to settle ryt, D holes in wall soil, finish ewt„ 0 N backf!lling F tM -0 N0 TES: ES: AZft; Remove' rope & burlap CM_C/? Area for water �r�`�31 yd4! from root ball. Remove container and drainage (Pipe 1. H/C SPACES MAY NOT EXCEED A 2% SLOPE. cut circling roots iI or the could � „ ;: SHRUB -BOXWOOD - 7 PROPOSED contolner-grown, or be installed) ''!•,�K,� + �,�y,�v�; (HEADLIGHT SCREENING) 2. RAMP BU/LT TO U nT CG-12 STANDARDS. as much burlap as Leave solid soil pedestal - do not possible if field -grown n (IF REQUIRED) dig deeper than boll depth Dig hole 2-3 times 24 TALL AT TIME OF PLANTING J. WHITE STRIPING SHOULD BE 3 " WIDE. f width of root ball. HANDICAP PARKING SIGN DETAIL r Dig hole 2-3 times root ball width BALL & BURLAP SHRUB 4. H/C SIGNS TO BE SET 3 BEHIND SIDEWALK TREE PLANTING DETAIL (NOT TO SCALE) 2" OF SM-2A CO' PROFFERED RIGHT OF WAYFOF' FUTURE ROAD D .'TENS/ON L.OT 10 ?�a F?Tc % P, IRTAIER r r ) 1 D5 6652, PC C,1 0A1 R. N+` AIL i'N ZONED: a- ilV51"P 00000921 LJ.y° ` 7f'!t'AAl 1 lr s ? );i r y- >b r, 3` E E _ ng 1' ' I 1 r4� c a ' II # w _ _ f „ ��. i1v r E 55 sv' w " t 4 i 3' MIN. CG-6 "71 7 2: 1 7 2: 1 N 3' MIN. CG-6 Prune codominant Prune rubbing arr cross branches Remove togs and labels_,? Cut away all balling ropes :,::,, Remove top of wire basket \ DO NOT prune terminal leader or branch tips C 2- OR MOUNTED TO BUILDING lF POSSIBLE. (NOT TO SCALE) SHRUB PLANTING DETAIL a"Nqq (NOT TO SCALE) 6 OF 21-B COMPACTED TO a 957. DENSITY LA6, +I ca 20 201 SUBGRADE FREE OF ORGANICS _...wt•—ii -'' ~ i , ( &COMPACTED TO 957. DENSITY C GRAPHIC SCALE X CA CCn rN a • � TYPICAL PAVEMENT SECTION FOR PARKING STALLS ONLY f r 7 s., " 26 w Q �I 48 _.. r € r , d�.rd f I, , lr I, ^✓; .._.. + 4- w. `ir , �� m 51�G l FrLhar: I rOl,PRO/ �BFOF � iii ! A ._Jd {. f s ,�-0,'', i"�^"� _ V. I-i,. C.I.,, r r J' IJ j v�... v.j_..�. 4 fl{ �r^ �• Q BAY-1 BAY-2 BAY--3 BAY-4 , I LL : i i v ' i PAINT ROOM ENTRANCE ( �a Ca All required ingresilegress doors shale be handicap Gccessible. ,8,'6; , R 77 R 1 I rY;=F`?GfI ,r`il)(;jJ � i _____ «�._� / Y✓ I' � i/} i a V TO r R • ! ttt 14 EXIT ONLY tl rl rl" f �: ii .., 1 i,.... r, f-cessi1 .. r�x, U ;V✓r'1 J1:G'�v l:r47,.0 4 r�u Y7�Ir`"1 it -i I� , i. S St , S S S r S ' S tr? S S-'-5 i S �...S, ! S S S14�Cl(lliGi"7Lrrr1�.{ .195 1`ir 1�r 1G�i r I a� w` �r ..,,. 't ; 10 'fil f:Y x r rux..,.„ v !d taJ , txrj . 5I 7,�-(A)) 21 � RrTgrq�fa 41 4 LOT 12 i n , 1 r• �, r r c,,.rJ>mr, �. SrrO%Kr., , rN,,°. .1, W✓ 141 TR. 00000J,37 L. LL� 1i��.' gi._-p'�' i s "JI EPWR r," f V/1 f ri 1/'.:. a{': t 1'1 %I t - 7• ! 1' fi , i I 7I r I ' r � I I 1 s •' y I a j , w f I t i� VW df A / ,�;5" f ::% f, � �••�,w_ /y.r ,, . + ,yf i f f,,, '` _ � {Age' kr !' ,,r d }! i C✓t ,�•, :,, a+ ;..'._ "'�., r ,ar, �, ,; ,1 �4.' �� f� : t! o ;- .,�, ,✓' / � ._ i � _. ,n _;5 ," •r� ;'� { 1.. �'� t nib"w5" I �.;..: W f �.,'^,�, ; , ' i I 1._ ,f r'� r� +' /' i I 3' i" � w ���.lf�t.�L' • ��_. C4� I.. . r, � i 1,4 ! t I :, 7t `,,.'£.'�' fl,i's' !• r r , I I i �. _ I{ W �`� `���' ?��- y v a . � a '� y � v . • j'_""___�_-.�.�_.�... � � �,,.._._.,-�--„-.'4"-"`' � ' '� 9 i i^ti"*' I ' � 14.. � � 'i i 4 ,+`jU_4 j �i _ ( _ 2. I _ , i i I j / L, If ,1J -� fi : `�• i d§ �' �rW �^', i1 r r,�,�C) Si � lI l,?.. ' a (f!i{' ii000 ::.h'4-11 �, ryJ90sb0,1T 2 s,_.x r r iJy L:;i s x r I �,rr'�� ,C F r c,.. .� i �q� f •r� t r•"t'" f i,,{ ['�1f{;1 r f 1 lt—ir.7r✓.V s 6F75!;, n7f'F�751 C }tx. �-'t.a ._.._..__.._..._._,_. frl•<.. `t.,.�,.' ! '�" i! ,.d!`�,`,1 4.� ; j( � ' i ACt SUn'y" �.sL i A! l t "ORY !.,lS `,s 100i ?;'; !'' C. 1 7'p tiJri}y_ Yj To,7 f6 0'�+- I j , i f I i ER , p 3 ---- S -_.._ 5 _.__ ;;,� man. ,+j«. ,� t„ }•r ! fi '�w ar ,+ r'l'.L:.t_ r r �:,, o ,' ! _..- .,__"-,.i. --- _.7'A_ �.-M: G4�5f GAS - CAS_-- —GAS ----w„ GAS -� -iA GAS S - GAS GAS -- - GAS — wAS ry GAS - GAS GAS _ - GA G'AS - GAS ._ �` GAS GAS f '' `+ "5' 5 i;+ f f 3 141, 1-7 75-((A j)-2F I f x� I LOT 8 YLE P, SIROSIVYDER, ING, 1+ r � •' Ot� w:��' 1, iG 1021 � I E _ZONED: L3_ ? U USE t-IiIM uUCv'rRAtrrOR NU) U) C O d o a a 3" OF BM-2 �� C C 8" OF 21-B COMPACTED TO o a 959 DENSITY r ` Q (; i SUBGRADE FREE OF ORGANICS C -° =3 �'J ' & COMPACTED TO 95% DENSITY Ln TYPICAL PAVEMENT SECTION FOR ENTRANCE AND TRAVEL AISLES C c p w J �, `• ' : `' '" ' 4 " OF 3000 PSI CONCRETE W/ FIBER 4" OF 21-8 COMPACTED TO 959 DENSITY f f SUBGRADE FREE OF ORGANICS & COMPACTED TO 959" DENSITY TYPICAL SIDEWALK SECTION ' 8" OF 3000 PSI CONCRETE W/ WOVEN ' WIRE REINFORCEMENT 8" OF 21-B COMPACTED TO 952' DENSITY \/ SUBGRADE FREE OF ORGANICS & COMPACTED TO 959 DENSITY TYPICAL DUMPSTER SECTION Seedina Schedule (Der section 3.32 of VESH 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3. Fertilize with 10-1 -1 r f 2 / r 10 rt 0 0 at a ate o 3 lbs e 00 square feet (1000 lbs per acre). 0 4. /o Seed mix will consist of 75 Kentucky31 Tall Fescue 10 , % Annual Rye, 10 % Foxtail Millet, and 5 % Red Clover at 200 lbs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. Lighting General Notes: 1. Proposed Lights for this project are Hubbell RCSA-400ST (400 Watt) Lights or equivalent. IS 2. Lighting must be installed so as not to produce glare onto Z m neighbors and roadway. z cn a Q Q j Ul UJ a eals and signatures d -i to U in . 1.TFi OF V tiPV w w � i BENJAMIN C.- �' U NARY R, OATES �' MONTGCJMERY W 0 0 No.030342 002331 Na. Q Q �SSIONAL DATE: SEPT. 1, 2003 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF ----.--- FILE NO. 0110 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE _,_—_—_— SHEET 2 OF 5 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP '• v 0 � O� C)� EXISTING FEATURES 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation SCALE 1 "= 2000' C) o r,� all requirements of the Frederick County Sanitation Authority. (VDOT) Road and Bridge Specifications and Standards, The Virginia Erosion and Sediment Control Regulations,W EXISTING EDGE OF PAVEMENT _-_.-_ ..__._...._. _._. _. _ l` _ E?-....__.___ _._._._._. EX EC 2. The contractor shall coordinate with, :and arrange for inspection by, the Authority. and any other state, federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. oP4 y o �4 ooa 0 co �+ o o 6 n 2 EXISTING EDGE OF GRAVEL ______._.... ___... __.___ _._ __ ..___._. __.__.._._.__ _ ._._.__.__. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. d v V2. All shall the latest U.S. Department Labor Occupational Safety & Health �ti' �o CURB AND GUTTER 4• The Sanitation Authority Maintenance Department is responsible for the installation of water meters through 2" construction comply with of Administration and VOSH Rules & Regulations. load 01 Mudd\e �.� Ch �1 0 EXISTING FX-CC-G EX. INTERMEDIATE CONTOUR - - -- - in size. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar; V3. When working on VOOT right -of -gray, ,all traffic control, whether permanent or temporary, shall be in EXISTING INDEX CONTOUR --- -- --- D - - --- - 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21inches; and accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control f/aggers must to certified in accordance with VDOT's January 1994 (or latest) edition of Road & Bridge a a�� o`° �`°�' �, LO ,� (0 o .` 4) all components of the meter box assembly to be in proper working order. It is the developer's/contractor's Specifications, Section 104.04-C. fi 65 ro EXISTING SPOT ELEVATION X .`. off responsibility to have the meter box assembly installed correctly. �% SITE ti Zr > _,.____-___. , EXISTING TELEPHONE LINE -- -- 7--__._------- 7' _.-__ 5. For water and sewer services that connect on existing line: (A) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. An V4. The developer shall be responsible for relocating at his expense any and all utilities: Including traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility companies. It is the sole ii i o� ,� v � 0V o w. - �».-..-_.. -- �� -� - application for service must be made and fees paid before work will begin. responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with J � �E EXISTING SANITARY SEWER ..� " 3/4 ;and 1 "water services. (B) The Authority shall furnish and install all 5/8 , the proposed construction activities. VOOT approval of this plan does not relieve the developer of this �, :� L„ o a EXISTING ELECTRIC SERVICE - -~- `- - - -- I - ----- t -- (C) For 1-112" and 2" water services, the Authority shall make the tap and bring the piping to the property responsibility. \a r EXISTING GAS LINE �-�------�--- G,.`'---------- GAS �------• line. The contractor is to furnish and install the meter vault assembly. The Authority will install the meter. (D) The Authority will install all sewer laterals. V5. Design features relating to construction or to regulation, control and safety of traffic maybe subject to change as deemed necessary by VDOT EX. 'r 5 " FCP EXISTING STORM SEWER .�__ r ;._r��-:r:�_ -�.�. � 6. When an existing water main is tapped for the installation of a new line: (a) the Authority shall furnish all V6. Prior to initiation of work, the contractor shall be responsible for acquiring p q gall necessary'VDOT land use PR OJECT INFORMA TIO.N 17 labor and materials to make the tap. (b) the developer/contractor must: (1) make application for the tap, (2) permits for any work on VDOT right-of-way. EXISTING FENCE LINE ---- y __.______. _____.__ X __._..._. deposit (before begins); the location the tap; (4) make final the is Owner/Representative Developer pay work .(3) mark of payment when work completed. V7. If required by t"e local VDOT Residency Office, a pre -construction conference must be arranged and held by Pippin Enterprises, ,LLC Commonwealth Design & Build EXISTING DITCH LINE 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies, and VDOT prior to initiation of work. % Commonwealth Design & Build 1200 West Fairfax Street 1200 West Fairfax Street Stephens City, VA 22655 + p - EXISTING WATERLINE W/ TEE ���-~~��-- ��. ~~�° °-•-��- , --•-°�-~�~°-� Stephens City, VA 22655 (540) 869-0309 EXISTING FIRE HYDRANT EX ` H 8. Any water service line must have a double check -valve or PZ backflow prevention assembly, as required, V8. Contractor shall notify the local VOOT Residency Office when work is to begin or cease for any undetermined (540) 869-0309 V& installed. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a length of time. VDOT will also require 48 hours notice for any inspection. Property Data Building Setbacks Per Code Proposed ■ UC k EXISTING WATER VALVE -- �'�---_3--�-----•--- ��f---�--°-�--- g, a remote readout is required. building, Tax Map Number 75-((A))-2Q Front: 35 36.0 Q � O � EXISTING REDUCER -w�°- r '' ��,_- -. + - _ - 9. All fire lines shall have a detector double-check valve backflow prevention assembly or a RPZ backflow V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of construction entrance in accordance with the Virginia Address Prosperity Drive Left Side: 15' 18.1' { , Area 1.9350 acres Right Side: 15' 16.0 M N O a-' 20 prevention assembly as required. The assembly shall meet ASSE Standard No. 1048 or 1047. A remote o Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this Existing Zoning B-3 Rear. 15 102.0 ® _ K � EXISTING TREE DRIP LINE --�- �_,_ s_� -` ,� =-� ^- r readout required. project shall be maintained throughout construction. Proposed Zoning B-3 Existing Use Vacant Parking Setbacks Per Code Proposed (n C GENERAL L NOTES PROPOSED FEATURES V10. Contractor shall ensure adequate drainage is achieved and maintained on the site durin and at the end of q g g Proposed Use Office/Storage/Auto Repair Front: 5' 12.5' Left Side: S' S. 0' n -. U o 0 � construction. Right Side: 5' 6.0' 1. Permits must be issued from VDOT rior to an construction in a ublic ri ht-of-wa P Y P 9 Y PROPOSED EDGE OF PAVEMENT PROP EP V11. All water and sewer lines within existin or propose osed VDOT r! ht-of-wa are to have minimum 36" cover and 9 P p 9 Y Zoning Data Rear: 5' 7.8' Open Space Minimum 25% o � ® E 2. The Manual Uniform Traffic Control Devices be in when possible are to be installed under.roadway drainage facilities. Use For Parking Unit Space per Sq. Ft Open Space Proposed 26.0% Q) C o 0 PROPOSED EDGE OF GRAVEL PROP EG on (MUTCD) must adhered to when working a public right of way. V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately Office Space: 4,750 1 per 250 sf F.A.R. Maximum 1.00 Service Bays: 6 3 per Bay ko Roo>' M N � 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering F.A.R. Proposed 0.23 N a M PROP. CURB & GUTTER PROP CG-6 and leaving the site. brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate 9 9 y q design be determined by the by VDOT Loading Space: 19,000 1 .per.30,000 sf i o � can engineer and approved _ 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of Total Parking Spaces Required 37 U-) ' PROP. REVERSE CURB & GUTTER PROP CG-6R this site will be the responsibility of the developer. All damage must be repaired to original conditions. V13. All fill areas, borrow materials, and undercut areas shall be inspected and approved by VDOT Inspector prior Building Data # of Handicap Spaces Required 2 "0 Q "� PROPOSED CONTOUR 50 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control „ to placement of fill. Where CBR testing is required, a .VDOT Inspector shall be present to insure the sample obtained is representative of the location when soil samples are submitted to private laboratories for testing. Type of Construction 2C -Metal # of Loading Spaces Required 1 C v Q � o c v Handbook Section 3.02. The contractor must maintain this access for the duration of the,project. The samples slia/1 be clearly marked and labeled as belonging to -a project, which will be accepted by VDOT, Proposed Use Office - Warehouse/Storage/Repair Total Parkin S Proposed 39 g Spaces p ti PROPOSED SPOT ELEVATION +50-0 PROP. 24" ADS 6. The contractor will be responsible for adequate and positive drainage of this site. and that testing shall be conducted according to all applicable VOOT standards. Proposed Area 9,i'n0 si` r Z0,000 sf = 19,000 sf # of Handicap Spaces Proposed 4 .Height Maximum 35 feet # of Loading Spaces Proposed 1 Height Proposed 20 feet 1 PROPOSED STORM SEWER �, 7. The contractor will obtain a Land Disturbance Permit prior to an site work or construction. P Y V14. All roadway fill, base, subsurface material, and backfill of utility/storm sewer trenches shall be compacted in PROPOSED SANITARY SEWER S S S PROPOSED TELEPHONE -- T --- T - T -- 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. 9. The contractor v, ,11 notify engineer of record of any discrepancies between the approved plans and existing site 6" lifts too 95 % o` theoretical maximum -density as determined by AASHTO T-99 Method A, within plus or minus 2 / of o�.,._'i ium moisture fbr the full width of any dedicated street right-of-way. At the direction of,a VDOT Inspects,-, density tests performed by a qualified independent agency shall be conducted as required in Sign Data Sign Area Allowed 100 sf Sign Area Proposed 100 sf conditions. the VDOT Road and Bridge Specifications. A copy of al/ tests shall be submitted to VDOT prior to final VOOT Sign Height Allowed 35 feet j \ PROPOSED ELECTRIC 10. The developer is responsible for the relocation of any utilities required by this site plan. approval. Sign Height Proposed 35 feet PROPOSED GAS LINE 11. All Erosion and S':,�diment Control devices shown on this site plan shall be installed prior to construction. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where v Contact Nilf�7,��'� , ,.,/ Sect/S and S/9/�at` (,//"es PROPOSED WATER LINE 12. All controlled fill must be compacted o a minimum of 95 %density following Method 'A' of the Standard determined ne�nssary by VDOT Inspector. PROPOSED WATER METER ® 1 VM Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT PROPOSED FIRE HYDRANT p& PROP. FH pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes this note if provided. minimum design standards and is- the developer's responsibility. \' 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. Al/ utilities shown on this plan V17. Prior,to acceptance .by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VOOT on an account receivable basis. Stop signs shall Engineering Firm: Montgomery & Associates (54Q) 869-0308P Surveying Firm: L H OF LTH OF Ll� COMMON LABELS & FEATURES are approximate locations and not all utilities may be shown. be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) .feet above the GreyWolfe, Inc. (540) 545-7823 BENJAMIN C. PROPERTY LINE OF PROJECT 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. edge of pavement and the post shall be a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found in VDOT's approved list. A copy of this list may be obtained from the district Zoning Enforcement: Department of Planning (540 665-5651 ) MONTGOMERY v RY , OATES �' v No. 90,2331 t�n v 15. An approved set of site must be on -site during the construction section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. Site Inspections: p No. 030342 4u O,� A/ 7 �-� (� (J NEIGHBORING PROPERTY LINES plans process. V18. local Office list to Department of Inspections (540) 665-5650 Erosion Control: FS !,9 p � -A EASEMENT LINE 16. The contractor wit' notify all utility companies prior to excavation within easements. The developer must provide to the VOOT a of all material sources prior construction. Copies of all invoices for materials within any dedicated street right-of-way must be provided to the local and Sediment Department of Public Works (540) 665-5643 Gti� OQ- SI Np �'� ONAL SURv �n W 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. Sanitary Sewer and Water: �+ J � _ ti PROPERTY CORNER FOUND 0 days. 869-1061 p j l2 V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Fred. Co. Sanitation Authority (540) Telephone: Verizon (301) 954-6282 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF WS. � Q PARKING SPACE TOTALS Density will be determined using the density control strip as specified in 'VOOT's "Road and Bridge Specifications" (Section 304) and VTM. -10. A certified compaction technician shall perform these tests. A Electric: Alleghany Power ('800) 654-3317 Gas: Shenandoah Gas Co. (540) 869-1111 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ` f O , , Z U o W DEPARTMENT OF INSPECTION GENERAL NOTES ADA HANDICAP PARKING STALL be Residency Office. In to MISS UTILITY: 1-800-257-7777 F�' , WO certified copy of the test results shall provided to the addition checking stone ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. 1. Building(s)must comply with the Virginia Uniform Statewide Building Code Sections 304 Business & 311 p Y 9 9 (Business) (Storage) and the BOCA National Building Code/1996. Other codes that apply are CABO A117.1-92 Accessibility Zoning 'General SIGNS �- depths a VDOT Inspector shall be notified and given opportunity to be present during the construction and testing of the density control strip. " O U W oc SANITARY MANHOLE IDENTIFIER O and the Usable Building & Facilities,�U)2. "Road .Notes Maximum Environmental Existing Disturbance Proposed ! 1. Exterior li htin will be rovided b wall- ackq 9 9 P Y p lights to the & Iightpoles. 1 The re uirements in BOCA mandate either a fire wa// Section 707 or a fire su ression s stem if hei ht and ( ) pp Y 9 area limitations are exceeded for the type of construction under Table 507 of BOCA. V20. Asphalt concrete pavement shallbe placed in accordance with the latest edition of VDOrs and Bridge Specifications" (Section 315) and' VTM-76. A certified compaction technician shall perform these tests. A � STORM DRAIN STRUCTURE IDENTIFIER attached .building 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for certified copy of the test results shall be provided to the Residency :Office..A VDOT Inspector shall be notified Features Acrea e Allowed Disturbance 2. All lights will be shielded or directed to prevent --�_ LIGHT POLES building permits. Plans must show all ingress/egress locations to the exterior per CABO 117.1-92 and meet requirements of Chapter 17 of BOCA. and given the opportunity to be present during the construction and testing of the control strip. -� Floodplain 0 acres 0/0 0/0 o o glare on neighboring properties. 3. Outdoor trash receptacles will be in an enclosed ® 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. V21. Approval of this plan shall expire .three (3) years from the date of the approval letter. Lakes & Ponds 0 acres 0% 0% Wetlands >1AC 0 acres 0% 0% six ,(6) foot fence. LOCATION OF TEST PITS 4. This project will not disturb any environmental 6. The 2000 International Building Code can be utilized for building design. Sinkholes 0 acmes 0% 09/0 features as defined by the Frederick County Natural S. W. 0 acres 101yo 0% Zoning Ordinance. FIRE MARSHALL GENERAL NOTES TRIP GENERATION DATA Retention Areas 5. The owner will be responsible for obtaining or EROSION & SEDIMENT CONTROL FEATURES Steep Slopes >15% 0 acres 2.5% 0% j granting easements shown on this plan. 6. Easements will be recorded and copies sent to the , 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. Woodlands 0 acres 25% 09/0 i parties involved. Z INLET PROTECTION 1p 2° "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. 7. All utilities that will service this site must be Q +4 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. DATA TAK.EIV FROM THE I. % E. MANUAL 6t17 placed underground. � /� APPROVALS OUTLET PROTECTION Op 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. , ,EDITI®N 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. BUSINESS PARK (CLASS 770) 12.76 PER 1,000 sf X 19,000 sf = 243 VPD'S �Y CHECKDAM CD RESPONSIBLE LAND DISTURBER DIVERSION DIKE DD Z /� SILT FENCE W/ WIRE SUPPORT N/F NAME: L Frederick County Zoning Administrator Date LANDSCAPING NOTES SILT FENCE W/O WIRE SUPPORT SF CERTIFICATION #: 0 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations 1. Site Plan approval from VDOT will expire three ,(3) years from the date of the approval letter. and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. SEDIMENT TRAP ST EXP. DATE 2. Trees and shrubs shall be healthy and free -of insect eggs, larvae, and disease. The plants shall have ample roots 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is DATE: SEPT. 1, 2003 SCALE: N/A 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in and be well branched. The planter shall guarantee all plants for one year. not in progress at the end of this period, Authority approval shall be void. 4. The Frederick County Department er Public Works approval is not enough to begin site development. The CE the plans. 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, &Designer 3. Landscaper shall use shredded mulch in all planting beds and .around trees. Tags from each plant will be provided owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. shall be void. 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans FILE NO. 0110 CONSTRUCTION ENTRANCE to the owner. prior to commencing any site work. must.be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. 4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department. requirements and be approved by Inspections. SHEET 1 OF 5 7.5-((A)1-2H LOT 11 CAR' TON P. icl_WLIN 0000 u92118 ZONED: B-3 USE: OFFICE/,WAREHOUSE 765 760 755 750 I ' I I i I _ 4 � 1 4 Z p Bit 5DR-351 � I � jw im �J 'CID. o ^I z m rn;►— w 765 760 755 750 R7-8 HANDICAP PARKING S! (12" X 18') 11 RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED VAN ACCESSIBLE PENALTY $100-500 TOW -AWAY ZONE MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES j REQUIRED EFFECTIVE JULY 1, 1998 Z Z Zi Prune codominant leaders"._ �- DO NOT prune terminal Prune out any dead or broken (branches, remove all togs, labels, strings, wiros, edc. from plan. 3' MIN. 12: 1 12: 1 3' MIN. leader or branch tips ,✓•,. mulch CG-6 �f CG-6 Prune rubbing or cross branches "�-�- ///���2-3" Set it t of root ball -3" Saucer / ,� // equorl or 1-2" o aura rode. b Prune narrow crotch Remover container, use �•,Vlt'y; i .A1's1 sharp iblade to make %t`,=1�i; �,r3,i four 11/4'-1' cuts the angles & water spouts ,• th of ball and cut o �' I`1�' X �— Prune broken branches , on bottom of t ,�'yt`1 y N 1f �� boll; loosen compacted Remove tags and labels-_._ roots' CONTAINER GROWN SHRUB RZFIZAAA Cut away al! balling ropes "_ Prune suckers 2"-3' mulch kept Remove top of wire basket\ ::::,, /away from trunk soil well to ,-contain water Prune out any dead hmkan branches. alll tags, labels, wires, etc, from Parking Lot Landscaping Data 950'= Perimeter Per Code Proposed Interior 1 Tree per 10 spaces 3.9 4 Total Impervious Area 1 per 2000 sf 32 63,750 sf Percentage of Green 5010 6.8% Area in Parking Lot 1,972 sf 2160 sf TREE - Dogwood (Corpus Kousa) - 36 PROPOSED 1" mulch OTHER DECIDUOUS SPECIES MAYBE SUBSTITUTED Set top of root ball WITH APPROVAL OF FRED. CO. DEPT. OF PLANNING agg ova gave rade1-2*ar ,-2" CALIPER AT TIME OF PLANTING a e .rope & burlop cot ball. SHRUB - BOXWOOD - 7 PROPOSED (HEADLIGHT SCREENING) (/F REQUIRED) AMP BOIL T TD VDOT CG-12 STANDARDS. possible if field -grown dig deeper than ball depth DIg hole 2-3 times 24 TALL AT TIME OF PLANTING width of root HANDICAP PARKING SIGN DETAIL 745 / 3. WHITE STRIPING SHOULD BE 3" WIDE. 1 Dig hole 2-3 times root ball width i D (NOT TO SCALE) 4. H/C SIGNS TO BE SET 3 BEHII'VD SIDEWALK BALL &BURLAP SHRUB TREE PLANTING DETAIL OR MOUNTED TO BUILDING IF POSSIBLE. (NOT To SCALE) SHRUB PLANTING DETAIL I (NOT TO SCALE) 0 50 100 20' 0` 20` WA TERLINE PROFILE GRAPHIC SCALE �x';10'R n CJ W _ 6' ( WI 60' PP, OFFERED FIGHT OF bVAY FOR 75-(A 2R �� - 368.64 TJ„E ROAD EX,EhSION LOT )10 23' 26p W Fes! ! o T r � PARKING SURFACE CONCRETE WHEEL STOP—-` NOTES: rZZ/Z/Z 1. N/C SPACES MAY NOT EXCEED ,A 2% SLOPE. � onen of iur rn vnnr �� a� c-rnninn once Backfill son • f ' ' Port/o/y backflll, water to settle Widen and score 3 soil, finish holes in wall I backl•!lling 7 Area for water Remove container and drainage (Pipe cut circling roots if or the could container -grown, or be Installed) as much burlap as Leave solid soil pedestal - do not RT&T PARTNERSHIP N DB E62, PG 48 1\ - ZOI',7EDA BIT WITH GATES - i j i L(lI USE CA d FE���E W , SECURITY 15 ORL -- ~ OUTDOOR STORAGE i 15.5 R I ! ! ? 7'R g AGUE _ INOPERABLE VEHICLES & � w t� SEp 6' OP -r STORAGE OF AUTO PARTS IS a !_.. S NS _,.-.-_;_._ ST,,nJ PROPO ._ /�//�- ' m _\\s,•�, `'.' " , I o IN - PROHIBITED OUTSIDE A COMPLETELY ENCLOSED W I j I !'RWALL wBUILDING '~1F 18•12' STEEL 0 OSEC4r POWBR PROP POLE BAY-1 ! BAY-2 BAY-3 BAY-4 (� 'u TelePed ENCLOSED �yh \ 5IR DUMPS TER Is,u �+ lRF` �" T _ I ! PAINT ROOM � ENTRANCE � ti I 3 R All required in ress e ress doors shalt be handica accessible. I 6'R c �4S -- jGgs GAS 9 9 r 9 P I � f � 7,875 sf 13 R I i I i I I Repair Shop 3 R ` + 9,000 sf total j fi c HT-2 -_- 0 � f r I t� 7 3' AUTO REPAIR i c� I ��, ! I o FF=759.33 3 I i ! ! / ilvV= 740.7' i ♦ EXIT ONLY 1 1,125 sf Office I a f w { �• /Q / •V � I I SS,U, j H , 1 PM-761.6' N I I I f I ! 4, Z 5' Turn -Down Sidewalk(Handicap Accessible), + '" ANf741 9' !TAP BY ,FCSA W µ S—S S S x i 3R S S S S S S S S S S —s S S S r w' I 15 0 gallo pum tan L O J F I 10 RJ L L h 0 R TEST PIT X X X REQ'D ! ( �� 12'R 4.5 R w V Q f .) I r r ,r , J XI ( 4.5R 9 8 8 8 9 5RLl Cl-- j w � � o I IJ I W PROPOSED 3' 75-((A))_21 ! ' RETAINING WALL LOT 12 ` CRiDER & SH"OCKEY, 111 OF WV l/lisTR 000001335 ZOIv' 3-3 1 USE- AUTO REP,4!P VDOT ENTRANCE NOTES.- 1) INSTALL ENTRANCE PER CO-11 SPECIFICATIONS, 2) INSTALL CG-12 RAMPS IF DIRECTED BY VDOT FIELD INSPECTOR, 3) CURB AND GUTTER FORMS MUST BE CHECKED BY VDOT FIELD INSPECTOR PRIOR TO POURING CONCRETE FOR GRADE. 4.5R 128' 4.5R 5'R 8,R + o j 4, f ' (j = i i "WM/I OADING AREA V'3R � g� 3 <. a a d Q= I o W W w W to rf — T�� o o o o o o � I w I 1 11�~ i i I —}- C,AS o o ! o I o 0 0 0 0 0 o o o f W I I !{ 12. W ;3 I oo o I o I o o o o I o i o ' o Paz; rho o ( ;� `' Wpm' �;CzL o JCL 1,250 sf I UNIT 1 ' 4,000 sf { ! 4,000 sf I UNIT 2 1,250 sf _: `�' O �� ? " l�o ! I Q " HT=20' 4 BAYS l H7=20' i I HT=20' i 4 BAYS H1=20' j ® A1,11 3 J j OFFICE II WAREHOUSE I ! I OFFICEWAEHOUSE FF=759.90 FF=755.90 F-755.90 .F- j I WACCESSOR.! o 1000 9allonco j I I i o 00 0 o pump 1 (" pp w W j I° I i o i Top=750,0 15, — I 125' of 1 " Forcemain ' ' _ _ _. _- — s '— S — s —j O �, s—s O � o— s — s —S —S — s — 3 — s — s-- s �=--s s s s --- .-s s. — s — --_, __ _ ___ 16.00' 3 Rr.. ' f J W LATERAL STUB PER AS-BUILTS PRO!!11/= S _ - _ _ GAS ------ GAS -_ G�.S _______.... GAS - -- GAS - 4 GAS>AS - _ G S - -- G1tS ---- GRS _ - GA> — AS --- GAS _-- GFiS - -- GAS ---- GA_ � GAS --I - GAS - C�t�� � GAS �r - GA, _ _ IRF� V,7 t v EX. i 0' GAS ESi✓T E 20' OF-All\(AGE & UTILITY ESMT S 45' 50 39 ' E - 337 ( " TEST PIT REQ D t 75- A -2F (- 1 j jA } INli=758.7' �� )8 CJ yLE P. STROSNYDER, INC. 1 { I OB 921, PG 7021 1 I 3 1I ZONED: B-3 1 ! USE: HVAC CO. VTRACT0,4 2 " OF SM-2A 6" OF 21-8 COMPACTED TO 95Z DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL PAVEMENT SECTION FOR PARKING STALLS ONLY 7.5" OF SM-2A 3" OF BM-2 8" OF 21-B COMPACTED TO 95Z DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 957 DENSITY TYPICAL PAVEMENT SECTION FOR ENTRANCE AND TRAVEL AISLES 4 " OF 3000 PSI CONCRETE W/ FIBER 4- OF 21-B COMPACTED TO 959a DENSITY r / SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL SIDEWALK SECTION 8" OF 3000 PSI CONCRETE W/ WOVEN WIRE REINFORCEMENT 8" OF 21-B COMPACTED TO 9510,1, DENSITY �\ SUBGRADE FREE OF ORGANICS & COMPACTED TO 959 DENSITY TYPICAL DUMPSTER SECTION Seedina Schedule II section 3.32 of VESH 1.) Topsoil will be spread at a minimum depth of 4 ". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 Ibs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 Ibs per 1000 square feet (1000 lbs per acre). 4.) Seed mix will consist of 75 °/D Kentucky 31 Tall Fescue, 10 % Annual Rye, 10 % Foxtail Millet, and 5 % Red Clover at 200 Ibs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 Ibs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. 0) O 4- O U rB 0ko ko °v Roo N (1) O 5")N 111�� i � � Q � @) v Q, o z Q O rh w !)1 Q 4 WrX ~� O U) as Q o g J WQ) LLJ O vJ CIL Lighting General Notes: 1. Proposed Lights for this project are Hubbell RCSA-400ST (400 Watt) Lights or equivalent. 2. Lighting must be installed so as not to produce glare onto Z neighbors and roadway. 0 ti ti Seals and Signatures OF BENJAMIN C. y C�,E5 v W MONTGOMERY ti No. 002331 Q Po No. 030342 �cu f� `loses 4 FSSI ���yOQ- ONAL SURv DATE: SEPT. 1, 2003 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 OF 5 765 765 1 w W I W IRF>0 I U! I \ w' CO N 1 GRAPHIC SCALE ' ! W �1� I iii J /'� Ll I ! O c, "' p Q 760 i \ F�=759.90' ;1 .I - _ _._.__.._.._. ` j ._ , i __. _I _ __.. _ 760 III ,,03 , `sue I IW j " o I__'. i�)- ` t 60' PR �F, ' 75- (A 2R PROFFERED RIGr,'T F 3686 4 ' /` /J' I _ _ t i W l ��`,lro.11l `; / ! 755 ' I ` - F=755.90' i I I 755 141A ! 0 Y OR FUTU17E ROAD EKTENSION LOT 10 ; ` _ T r SH y I PT�1 P4Rrn�R 1P '` a W 5g. ` 23 26 X -----""'_ ,'� ', lj! l l wtiJ I t { ii I ifl _ ! t 1 w u = I I il.,•Il l ll ! { _.-_._.-._ s _. I , __. _ f _-..� DB 652, PG 48 ZONED. 8-3 ` ? tES I U VACANT 1 It GA �.�'� URV Fb J ; �1 \ 1 \ %/ r' 1 15, B - \ �1�%D'OQ j f f l / / ! a ;' I 1'1 RAG ! i I I !; III' (' j j �! i 4 I ! t ! I I } ! I I I I ? 1 W I ! + 'r I l I �i}I!� 3V � .n co E N `_' 750 I i 1 I ( I �� 750 , SEG j I �'L I CPO — J 6 O 57 %� ; _�_. \ ST r i '_- rye - i PRUPOSEU-'�1 �y _ l \ fP z t IG`L F 1' T r PA I11 ,III!I I ,/�rre1- I pC. f-L I ? r c I ; I I 1 o _ o I I �. WALL 157 '"` 758 t 1! 0 i 1 E17 , '1` ,E C 0�� IN ! ; I l I I I l I! ! I j E a R�piUri NIING 18 }. O Ep 4' - �. ; r ; I , �! 15(U { , i1 ; ! I ! 14; t. STEEL i II I I •! II' ! I I �w P014LFP`` i ! �1 j o �.11 NCO a 745 o I --- I i �.. --. — 1---____ _ _-- s 745 _ PR i /;�\ +58z- 4 594 1 I r 58 + , �� .� <.� ; I I 58 I I I! `�eiePed "- 59 �' l r ' I I I I I j• !lJ�i r ,1 I r+ 1 / ' ! 11l j ! A u! i W POLE I Iill! (I !II ! 1 W I,, I r 1 1_ PONf 1 i i �� ,+ \ m { ENCLOSED V I 58 l i \ _ \ ! DUMPSTR { I I -2 I 59 58 11 1 1 j 1 '' t I l a l o hl I i`i Z P 1 I } I -` 58 ,58 \ ! 61.✓�.`, �'h E Z E ,-..-_E _L ! 1 i 1 5 I ! I , �l I j ( ,' ! I I; 592\ t 582 r j� j jj' r 1 ) l i �( I s l „ IiI III ! { i '!! J !f o 740 o' I I I I i , 740 OV6�R S8� ! I I{ I i / I 1 I � 1 1 I ; I I �.. t + it 1!I jln� o I ;I i )! !{ r ....... 0+00 .,. _.-...-_.._....._._.____._._......I-_........_.__.._._._—_,_._._____�., 0+50 ., __ _.__.._._,_..._.__-..__.l. _.____._.._.._._.._.__. ___..._.J._.._._._ 1 +00 1 +50 2+00 2+50 _._._._------ _.. 3+00 3+50 4+00 .. 1 1 GAS I I I ! I I r ' s: • ! 'sfl I I I 7,875 sfke 1 � ,. ;! i �� 11 'r 1' 1r' J }i 11;J 1 I ! !! I I I lql I PROFILE THROUGH OFFICE & WAREHOUSE BUILDING �61.6' �l 4-pair Shop ! 1 ! I 61 4,k I I I ! 9,000 sf total I '� �a ! 1 1 ! az,. j !i ! 58 ! i I , III! i{III! ) ��', r { ; I !�� cn i I ' ! a-- ■ I �i■� � k O HOR. 1 "=50' i/ERT 1 '=5' 1) I HT=20' ' 59 I I_ i i ) ' I 1 �, / i AUTO REPAIR ��' ! ( r1 1 7 o i 59 1 FT 759.33' I I , 1 ! i f l I 1 l 1 l! 1 1 /i I { I r � 1 I i �j; i I i; � 1, I,, I J; J L� J I I I I I��r/j I W I j 1/ I 1 lll�tl Il l l ! I J `�w �l j / l>1V=740. ; ' I �'' — O 1 Z I ! / ! ,d { 1 125 f I { 1 1 1 r f I 59 {' - l ' :` l t' 1 / ,j i t li' l;'.' 1, I I JI %" , �n I ,� Office 61 Ss'7N1 1 1 RIM= 761. 6 ' ( { r' if { 11 / �; / 1 1r r,' W r io ! I r 1 a ! _ ; l .! �� I W �� j '- I Q,� U 770 i _ r__._.._-____ _. __ ___._-__-- -_. _ ___._ ___________.. I ,...____ __._� _________..�___ 770 � /h V= 753.E 1 61.7'' W ' I 1 i 1 f--gin. �'\ I / 4 I 5 D Sidewalk Ha Accessible dic�i i i • -Y 5 W j; -`� ;_! 1 , 4 �, - 7 ^ i �i ' / I x f� Q ° 7 4 rr ccess 60 urn w 58 f I /II wI /� i I TAP BY �FCSA < + 4 58 I 1j I f^ f c ... 58 58 ! ) 5 5 1 I \- - 5 S" S S S S' S �S S S S S' %C I i` 1 1 f JI w w {, 1 5 �-1 cYcem in 1 I S. I qa /o pum 1 p J o v 765 ! ;_ __.._._.__. __.._._._.._ ___ _-.___.__.,_-_ '--;_______. _.___..__-._.___.._._ __-_._ 765 W i 1 i , j 75s i ? f / 1 ++ �. ? 1 v I4 I I I l �t 1 PIT i W 160�+ ' 8� 1 I �l ' ? / 1 REQ'D �6` 1 I l ... '��( ti + �-�' r 1 ! ' !/ ,� { ! II I� 1 { as / i / ! �.� , { !) ! -0 v o I\ 4 1 r I 58 I 1 \ $ Q i .4 \ �760 �. r� 0 Pit p c I 760 � � <o{ ' .- � I / � � t� I / i FF=759.33 !• �p ? i � { i \. 1?�� ' i I j/ �s9 ,' � ••( 1j I I ! •I I,�I ��,, I j I � / I{ { ', rG �56 Q 0 �� �II , , REtNGLL ; /. I I t I / I ( 7�` _ -- 1 ! r `l , l 1 / � 1 1 p 591 551/ 559 / � / / � � i I I 1 1 w! 755 -. _� _ _ _ _ 755 ' 4 I l - H I x , / ' ( i 1 1 1 11 I ? �554 I t 1 52 + I i i i ! p 11 � ! � � � `, i � , 1 1 •`<62. a � I , 1� 1 1 WV � II ,? t ? / i i j , i I Ilk'� tLQ/� R A`;`�? ! �I 95 / 59i / ��, ? 1 �1 i t :: r 514 55.4 1 50.3{ °. l !� 1 I 1 �' ? �' ?i i 51� I I ' ;s (i w I 7501 y ; 7 , r, �. P i` v ,q /� tD z w! I , j 1 1 _ _ _.� _. _ _. _. _._-. _ I 1 . ._._._ _. ._._ _ 750 I• % a'' ,.. t, Y"..- i P aa• Q , Ll a d ! L.� E E / W c I l ! 1o0Ir o ! I x t G�tS' its o if ,JIf/; I o , Qq 't ?t _ �/ o62. 2CIII o 1 I II� 745 I o I_. �. i i1 `. 745 � � o- 6Z1 & i` 62.0 d o ` I I I II I I �, ? t ? o . ✓ fif I / / { { i 11 � t ; � , �3 I � � � i = j I t 1 t O �/ / I I f �4 Tc , \. I I ` i r ' `� w 4, { I r I , i ! W ( 1250 sf A UNIT 1 ii 4 000 sf ? 1 1 00,0 s� f n HT=20 0 4 BAYS !! I HT=20' H_2d' / ! 4 j l i J L + OFFICE WAREHOUSE 1 1 f a WAREH61ist 7° ' I! UNIT 2 1,\250 sf 4 BAYS Hh20 r , ' 773 -- OF�I E .- { J ti o o 740 i I I 740 _ -_. r i ` Ff =7�5.90' 4 58 FF=759.90 4 ? 1 FF=755.90 3 �. FF=759.90 I o f 1 1 I ! .. I �? - i ACCESSORY USE x62.3' I � ,� � � z r � ACCESSORY USE i I a , ' `w �' of °° f !I ! 1 i ! o f 1 I'll I{ J !_" 0+00 ..__.�_._....__..._-.___ 0+50 _...___._._._1 ..._.__.____._..__..__..._.._ �.._ 1 +00 1 +50 2+00 2+50 _ _._ 3+00 3+50 4+00 cn {I �' (� I ; / f f ,' I 1 I I a l ��`� l/ f / o i a ! i ``� Q 1000 gallon ump tank '° ©� p ' 1 ( lI 5.3 Ij r G I �� a w I .- j PROFILE THROUGH AUTO REPAIR BUILDING ppppJop=750.0 j '1 I 1 I !- _ _ . _ ��I 759 \� p - r - - --... - � � 62' 'I f' � � _ _ -__ . ___ _. .__. _ __._._._ ___._ ____. ___.__ _____ n___. __ _ _ ___ _ __ ____ _ _ _ - _ ,, _ �__ _ 5 (, A1/ 15 BRL ,; , � 1 -l-'II � I - 1 p (�� Q HOR: 1 -50 PERT• 1 -5 Ij , I C 1 Forcemar - 757 16.00 �i, S — S , L4 TERAL 1 B PER 77 -BUI� T S P.,?OVIDED _ I— - - I --„- , -- -- - -- -------___- _--- - _ b2e x 1 1 ► I fiE— +5p- 4„ GAS 75s - 1 ` �� I w O v w ,�'8 t56 - ! w ~-.�...r,---f ,�]��� i f`J� r'9 - - - - �iaS —_ GAS �.. 5 -- GfIS — — GAS uAS - G� - Ca , c -.._- GAS -__ - v �S �.� -` - _ °` L-STUS 70' GAS ESMT EX. 20DRAlPdAGE`& fJT#lam E511/cT aS -- s�5 _ /GAS' .- =. 5�� - 1� \ - S' S0 'ti39 E 33if _ 1 .■..1 G���.r�� �� GAS � - GAS + I lJV` ! -- Fly. - ..__ -__ rEX. y _. _ _ __ __ - TEST PIT REQ'D--- --- --'- --__._ _. ____ 1 , r Q ii:1'-75.,.5 75-(%/)-2F '.. I,vl5 • - _ \ LOT 8 ! LYLE P. SrROSNYDER INC. I `;1 II I I I 96" I 62.;# FIRE MARSHALL NOTE.- DB 921, PG 1027 ZONED: B- 3 I C 108„ CONTROL `' ( ; I ��, BUILDING AND PROCESSES SHALL MEET ALL REQUIRED USE., HVAC CONTRACTO„G I TAPER PROFILE ! { BUILDING CODES AND REGULATIONS AS WEL AS FIRE It I w W ! O " " PANEL i PREVENTION CODE REQUIREMNTS INCLUDING CHAPTER �, i 13 APPLICATION OF FLAMMABLE FINISHES AND CHAPTER I ' � 1-4 � N � 24 24 MOUNTED - I { o Q' H2O LOAD RATING TOP INSIDE 32 FLAMMABLE AND COMBUSTIBLE LIQUIDS IN THE I ; I �, '" 1996 EDITION OF THE BOCA NATIONAL FIRE In N W 1 I PREVENTION CODE OR THE 2000 EDITION OF THE IFC. j r� �,, Q I cc) �m N S LJ I I I 4 INLET BALL VALVE 1000 GALLON TANK 1 " OUTLET SEWER PUMPTANK t PUI PEPFOMAANCE CURVE w MODEL820 CS � n,;� - 1t1����i���� !�7!j���� . ���` �iTi'' Ems.. its 1=��� Ul ` 1. THE 1 " FORCEMAIN AND - THE TANK ARE TO BE SET == .i 1 1.9, 12" OF 21 B--] �--- _ 72.0' 3.5' is and Signatures W °j " " " ALARM SWITCH - 28 � ;` BY THE SITE CONTRACTOR. ? 4" X 1" SDR-21 REDUCER7"(CG-6) CHECK VALVE "ON" € ' 2. THE SEWER LINES FROM OF 0-TH OF �P �t,Pc SWITCH - 02" "OFF" SWITCH - 10 " 2HP GRINDER PUMP ZOELLER MODEL 820 OR EQUIVALENT THE BUILDING TO THE '3 - .� 4- TANK AND THE GRINDER ,, -j ) o o -. Z � W N � �' W a. - o c o Y __ I 4" SDR-21 SEWER LATERAL �-- 1" SDR-21 FORCEMAIN Q t o � o z U B E N J A M I N C. y u R OATE S �' w , PUMP ASSEMBLY WILL BE a �� z �� = .• 29 MIN. INSTALLED BY A LICENSED .-.. •,..._,,.-.. •_ .. �, �, W In �' '— N W v 1 m a o I MONTGOMERY -O � No. 002331 No. 030342 cv Q 0 ("96 PLUMBER. v \� w o W oo v o SS DATE: SEPT. 1, 2003 TANK DESIGN PROVIDED BY:°UISYIILE. OF. ZOE R EENGIr7EERED ZOE[[ER PRODUCTS LOUISMLLE, KY. r v`�i _ 3. THE PANEL BOX AND ': � SEWER CONNECTION DETAIL ALL WIRING FOR THE Z 5q o j ONAL SUR 1" SCALE: _ 20' !T, ,,; C WBS = PUMP INFORMATION PROVIDED BY: PUMP AND ALARM SYSTEM ,,, _._ _ __ _ _ 1 1 9' 30.0' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF PRECAST MUST BE PERFORMED BY A I_-.._. 35.0' @ 2Z FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 WINCHESTER BUILDING SUPPLY CO., INC. JNO. S. SOLENBERGER & CO. INC. (540) 662-3457 832 BERRYVILLE AVENUE LICENSED ELECTRICIAN. 10 45 MJ :'5 W 35 Wj 45 9. GALLMS ____ I - -" OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 3 OF 5 (540) 667-2301 FAX (540) 667-3430 WINCHESTER, VA 22601 "tea - n- .a , Plz,,tip-VINUT ENTRANCE PROFILE EROSION & SEDIMENT CONTROL STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed storm water conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. EROSION & SEDIMENT CONTROL NARRA TI VE Proiect Description This site is located in the Kernstown Business Park on the west side of Prosperity Drive. The purpose of this development for the construction of 19,000 sq. ft. of buildings to be used for offices, warehouse, and auto repair. This development also has parking and drive aisles for access. Existing Site Conditions The lot is a vacant field with brush and an existing regional stormwater management pond installed and maintained by L.P. Strosnyder as shown on their site by others . Adjacent Parcels The areas to the north are occupied by a HVAC company that is still being constructed in phases. The area to the west is a railroad and overhead transmission lines. The southern parcel is vacant woodlands. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA" shows Carbo-Oaklet rocky silt loams classified as #6C. This soil is predominately yellowish brown silt loams over bedrock and offers 'severe' erosion hazards. Topsoil on this site appears to be 9" thick with several rock outcroppings. Erosion Control Proaram • Install construction entrance with wash rack • Install diversion dikes • Install rip -rap arc around stormwater management pond's outlet • Install ditches with check dams • Install culvert with inlet/outlet protection It Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1 ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES-Z. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site a!- all times. ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8. During dewatering operations, water will be pumped into an approved filtering device. ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. Frederick County Note: The Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. 755 750 745 740 , , oo: 1 1 {{o� j{ OYpO ; �O 2 1 I i t i o� cl_ � rz 755 750 745 740 I60' PROFFERED ,RIGHT OF VIA FOP, 75-((A))-2R FUTURE ROAD E%TEA'SION LOT 10 75-((A))-2H I RT&T PARTNERSHIP LOT 11 I DB 662, PG 48 CARLTOii P,. N£WLIN 1 ZONED: 8-3 INSTR. 000009218 ( USE.- VACANT ZONED USE: OFFICE/V/AP,cARE "HOUSE i i .1Rf 711 i 1 L- � i r '?- 75-((A))-21 I I LOT 72 CRIDER & SHOCK£.✓, INC. OF Iav MISTP.. 000007335 ZONED: 8-3 ; USE. AUTO REPAIR T W lit d #i I L y- 1sE,. LATPAL B PER-BUr1-TS PRO 1, .. iW (4 ��T .� 7 } I , FLOW J57 Stone ELEV=744.0' VARIES GRADE LENGTH 44' EC I RIPRAP RIP -RAP ARC DETAIL TO BE LOCATED IN EXISTING POND Stormwoter Manaaement Pond Note: All accumulated sediment shall be removed from the stormwater management pond at the time of final site stabilization. As part as of final site stabilization, grading and seeding the pond will be necessary. Culvert Drainage Anolvsis Drainagge Area = 3.4 acres Tc = 5 minutes Intensity = 6.8 in/hr (10 yr) C = 0.75 (industrial Area) Qio=(3.4)(6.8)(0.75) = 17.3 cfs OUTLET PROTECTION 765 760 755 75-(,IA))-2F LOT 8 LYLE P. STROSNYDEFr, INC. D9 921, PG 1021 ZONED: 8-3 USE: HVAC CONTP,ACTOR I 5 = " 1 TALL X 12" HICK WALL 48" W/ f X 12" TH/C FOOTER I �o {,o ______L.-._ 765 760 755 12" FINAL WALL DESIGN WITH REINFORCEMENT TO BE PERFORMED BY ENGINEER 30' 0' 30' GRAPHIC SCALE Is and Signatures LH OF re BENJAMIN C. r� MONTGOMERY po No. 030342 �43 _ NAL �;�PLTH OF 6 R, ,� . u GARY OATES No. 002331 qN0 SURVEyO `L O �- coCO CV) N oQ 0 Q LLI CO CO o 0 4 v Lo O� Z N5 C �i E U ::3 �44 �: ' o N � 'a T Cn O Q C M o =3 Ln Ln O o 0 QCn M � o 0 i N U1 v n ^` W o O _J a V J It vl f� O j Z O r^ Q CK (i CQ <7O J YG Ui W 0 �o W LU 4 DATE: SEPT. 1, 2003 SCALE: 1" = 30' 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of storm water runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: 0+00 0+50 1+00 STORM SEWER PROFILE HOR.• 1 "=50' PERT- 1 "=5' CULVERT SIZE Q 10-YR WIDTH A APRON LENGTH WIDTH B STONE AREA SY 14 24" 17.5 cfs 6.0' 14' 24' 6" 36.7 0+00 0+50 1+00 1+50 2+00 RETAINING WALL PROFILE HOR: 1 "=50' PERT- 1 "=5' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. FILE NO. 0110 SHEET 4 OF 5 U METER BOX and COVER WO tL A" "A" 6„+ grade trench GoC7 6" minimum+ I O Q minimum r� f ` METER SIZE METER BOX METER BOX COVER trench width general backfill t,:'•; ,:,'. • a Non -Traffic M32C-PW •',' as required w O p) g , : machine excavation limit 5/8"x3/4" or 3/4' 18 in. Dia. 00 general backfill form board (typ "D" (see note) t.>•' '; Traffic A32HH - T t' UJ (see note) . (: 0 6" dia. schedule 40 steel 00 (n• Avrpx,,., , xv • r w „••„,,thw ],},,A ,;;., "". '�, ,]A, ,M'rrrA: Non -Traffic MC30 (Frame) WITH RML-1-T (Top Lid) , :.• ► "' pipe filled with concrete O x .;£ P 3' O 'S;1;,•';.t;"J�tw�k•C>H"f, ;:ws:,.;t,;..:,,.:. �..a 1" 24in.Dia. .• �t t,; w, ;; ,,,; ;;t.�;;j,•j,;„�;�}w :,'fMN`( g" TraKlc MC 30to Frame WITH RML-I2-T o , Ud '.• • . _ •, and painted yellow �t •i:t•;:,�; .w, . • F.. ,..... �. „r7ii 8 :.);k. 8" 8" ;'' r,' ... 8„ C. treated 2 x;4"with '. 7, meter box top 6" paintted bluet.O concrete '"^'w ` )•w•" r''';(a:(o trench bottom gate valve gate valve and cover "•:t' I'select backfill 24" select backfill undisturbed earth • stone bedding 3 S t�, (see note) (see note) &boxes 8 box sidewalk 511 24" 18 c �• ;r TYPICAL SECTION TEE, WYE, OR PLUG t8"dia •'• 1'•s• concrete concrete pad encasement 6" 6" In lieu of wood forming the fitting may be wrapped with "denotes hand excavation 1'-6" s x 6" dee t 1 ro E .D. O.D. polyhylene, and the concrete poured to completely surround "0" = 12' min. for 10" and smaller pipe meter by q' P > N O 18"-21" concrete N U 1!2 O.D. thof ing and against undisturbed soil. The bearing dimensions D" = 18` min. for 12" thru 20" pipe F.C.S.A. thrust block x Q cb against undistu bed soil shall remain as shown. see chart below for A, B, C dimensions. 3" stone "` surrounding box BOLLARD DETAIL (ts ] o6" minimum Meter Size Coppersetter t O 6• 6•• CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS co ppuo:'. Z ro _j E stone stone Pipe Plugs, Wyes & 11 1;4' and 22 1 /2' 45' and 90' x �' 5/8" x 3/4" A-C3635-01 w/ 7 y" Opening 8'-10" p lL O O Dia. Tees Bends Bends P f '.i'f,Y:'.' :8 m 00 Q 4 stone n. mw a A B C A B C A B C :+ T �' 3/4" 7 s ;Xaaa )xr ?� E STANDARD CONCRETE ARCH :r.: , 'r; ' ; A-C3635-01 w/ 7 y" Opening direction of setting to be approved prior to installation O s 6" V-0" 0'-9" V-0" 0'-9" U-9" 0'-9" V-3" 0'-9" V-9" `;, 8" 1'-3" 0'-9" V-3" 0'-9" 0'-9" 0'.9" V-6" 0'-9° 2'-3" 1i: ! " screw type CD p Z w 10" V-6" U-9" 1'-6° V-0" 0'-g" V-3' V-9" 0'-9" 2'-6 ttir1" adjustable valve box CV t7 A-95319-06 w/ 10 3/a" Opening ;•'q5 12' J 36" min. (n U general backfill general backfill 12' 1'-9" V-0" 2'-6" 1'-3' 1'-0" V-6" 2'-0' 1'-0'' 3'-0° see note t 4" 2'-0" 1'-0" 3'-0" 1'-3' 1'-0' 1'-6° 2.6" 1' 0" 4' 0 ( ) (see note - as required concrete pad 1'-6" sq. x 6" deep 16" 2-3" 1' 0° 3'-6" 1'-6" 1' 0° 2' 0° 2'-9" 1'-0° 4'.6" 1" CTS polyethylene tubing location marker saddle with r ""v:f�:�.ifvX•in'!n"' •6•%w:J:irrrrl !': • v!.. ' ., r , h .., ;Y... J„1.^. . , •N f•„ ,• 4 ;�� 18" 2-6" 1'3" 3'-9" 1'-6 1'-3" 2-0" 3'-0" 1'-3° 4'-9" (PET) 200 psi with SS inserts O.D. �f'"`, �S.`;';;•;f2; Y(:A'aEr'•',1"r/.':::.' Nr r • , . N +�Ii� 3 stone valve megalugged in"•rdtviifhrr;'rq�'�•�., lFI��" , ��'�'T"+3'+". >'., r. 20" 2'-9" 1'-6" 4'-0" t'-9' 1'-6" 2'-0" 3'-3" 1'-6" 5,-0" at all connections to main v vnwAw n h� r',�. r•)�,,. Tit my y. CorpCOr510 YNA,; i, • f' ;;it?Y, rA, ";,)�;� ' tt•' megalugs 8 � 2° min. - 6" max ^n 8" 8""• • �x 11 114° THRU 90° BENDS stone • i, -me alu g It f 8 WR 24" select backfill 24" select backfill 1 "'coupling • " 4" stone (see note) I (see note) alv,n rods over fittings and (PJX FIP) C14-44 ` !,; t i } screw type 9 9 COPPERSETTER COMPONENTS i embedded in concrete thrust blocks. with SS insert and '�i;•'} = t': • •. s •= adjustable meter service line copper -inlet- -Outlet- b;} 1 t'.?} }; •i•t• fi:bL} s ; i i t } t :•i•r: r}£ t }i stone (`�' ") size height connection bar tubing size Angle Ball Valve Angle Check Valve MIP plastic plug ti s;=�£j £t} ;6?e•';= t=£' -t�i rj,r „?, ! ' ? 1; }i}£ ;'iiiz`ir £I �s`•£' £ valve box 6" .; NI• ; +y 6" one to be minimum r O.D. „�• .:• • FITTING $IZE ROD SIZE NO. RODS EMBEDMENT 5/8"x3/4" 18" D-31014.4 , BA13-332 WSN HHCA31-323-TV-SN i above op of base js 1/2O.D, y-310444 1/a"O.D: "+ =t s stone :;.;• i'• , 12" &LESS 6 2 30" w/ CSB-43 w/ CSB-43 of 6" a e y.•,, w/ SS Insert ''£, E=t• t t locator marker thrust block 18" t0 24" t • • i stone 8"x 8"x 16" solid block ! • _: £ £•' egalug . C •. n.M, '' " A ' .; 14' - 20" 8 2 36" £} � }£ : 2 Concrete A = 3/4' 18" D-31014-12 { t i „� w/ C14-44 1 Ys" O.D. BA13332 W-SN HHCA31323-TV-SN (for valves 12'and larger) }t aikii £ ; i•' :,s 't• U k 6• g w/ CSB-43 w/ CSB-43 concrete concrete ."d % w/ SS Insert £• •. £ # �L Fitting Volume ci thrust block in cu. d. 1" 18" D-31014-12 BA31-4q4 W HHCA31 444-TV VERTICAL BENDS size 11-14° 22-1`2° 45° 90° w/C1444 1%s"OD' w/CSB-44 )'t•'"%''�.n M CONCRETE CRADLE stone bedding 6" - - - 1.3 w/ SS Insert 9. f '" •;f`� i 111111110 T 4J Q) CONCRETE ENCASEMENT _ Note: this detail is also ,'%ti,+..•r•'•' i £ £,`" £ £ ' • i' £ � ! �'! I :� , f •£ • .t tit t n 8" - - 1.1 2:3 INSTALLATION NOTES: used for butterfly valves 'i•,+n�:+�1ja� •1� 1 • • I �mechanical of 10. - - 1.8 3t7 1. Exact location of meter box assemblyto be a t Z f t i joint approved prior to installation: ; ; • , ; , THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5;5 2. Water service crossing street: ! ;:• }••£S"}ji • ' swivel tee with � (, r)r 2 UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 a) Encase in 3' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one toot beyond sidewalk, across the ;�• 2 �£ i 2=•• • }{i 6" branch O ,•� ^'' AS FOR HORIZONTAL BENDS. street, to one foot beyond sidewalk. }' > 1 £•' O O NOTE: To be compacted to 96 % of ASTM 0698 maximum density. 16' 0.9 2.3 5.1 - b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box [wrap wire around Corp. U 181, 1.4 3.2 6.3 - tt� stop; v,rire to be taped to lop of PET at 10 toot intervals; come up into meter box and terminate level with angle ball valve]. �-• �'-- 20" 2.2 4.5 7.8 - TRENCH & BEDDING CONCRETE THRUST BLOCKING 5/8"x3/4", 3/4" & 1" METER INSTALLATION GATE VALVE FIRE HYDRANT ASSEMBLY � (D Figure 1 Figure 2 (4 FOOT COVER) Figure 8 Figure 9 O 0) M Revised Figure 5 Oct 03 13 o N TREAT WOODEN PANEL c STONE CONS TR UC TION ENTRANCE ROCK CHECK DAM WITH WATER SEALANT. U') SDR 35 spigot SDR 35 spigot by by gasketed SDR 21 adapter gasketed qJ bell45°bend SDRbell R 2 ACRES OR LESS OF DRAINAGE AREA: Q) c_ (see note) 2' 70' MIN, EXISTING a J PAVEMENT SDR 35 8"x4° gasketed bell wye (see note) A I 3 Z 1 r 5:1 FILTER CLOTH 6" MIN. MOUNTABLE BERM 3' 3' cast iron cleano ca with bra lug ha �d�flil t6�Pe`Y1TUE. s (OPTIONAL) FILTER CLOTH minimum P Hell® ��N ����(op otop the x SIDE E L E V AT 0 N (OPTIONAL) ) SDR 21 gasketed aneli�Ia pipe and fittings scH 40 finished grade EXISTING GROUND (DOWNSTREAM VIEW) solvent weld cap 8" 1,` square concrete skid pad 70' MIN. 0"x 20'x 6" deep VDOT #1 property line U-T uare oncret kid ad cast n rays Inc ��) plug Navin a c un square B 10' MIN, WASHRACK (OPTIONAL) COARSE AGGREGATE TTYPICAL , 6' TALL BY 8 WIDE DOG-EARED 18" oe�o Fig. Fg. No.I71 BOB head Panella Model PA4SV-CSK (4°) PA4S FENCE PANEL. INSTALL ON 4'X4 "X8' with lid marked vdIN v "SEE11' 4"stone a 11- 0' MIN, 12' MIN. EXISTING FLOW� .;r 3' TREATED POSTS SET 3' DEEP. SDR 21 - cleanout pipe badeanse2 I PAVEMENT DUMPSTER ENCLOSURE FENCE DETAIL 5, of box SDR 21 / T S n/ location marker 36" min. brick basseo t7 f by cover .;• i{: ,n:��iggt PSV r�,)i•,' ,;, V � rY 8{g VDOT #1 F� POSITIVE DRAINAGE 10' IMIN, S ° SDR35 , ,belledepter COURSE AGGREGATE I TO SEDIMENT 2-10 ACRES OF DRAINAGE AREA: stone 400 0000Q000 00000° ,..,t,r"• �, B cG-u i-�• Pg°°8gogo 808 0°°°°r gasketed bell wye ; (y.p.pr< I TRAPPING DFVICE o°oso°o°o° o°o°o°o°o°o°o°o° H see note e:.11r;,tSi7fi §teal r ^ ° , °°°,coo ° ° r r r sanitary ( �" .r" MUST EXTEND FULL WIDTH v, e 0°° ° 0000°o0 0 0 ,,(.4 :H" •are @ 45° * .. STREET APPROACH SAVE I-'•• sewer main OPERATION PLAN VIEW (RABUS TO BE AS i"a� I ROADWAY (j SDR 21 Abend (see note) SURFACPNG A5 NANLItC • 4' '' OF INGRESS AND EGRESS A--1 (/) ti, +•IA fs ,S SHOWN ON PLANS), (RADIUS r BE As �t •''� ., ,je ls'• ,t, r�:.;t' t*. M.',•, , .. C"••. ,---------- I A GI % 0 -)---� SMOWN'. ON PLANS) 7'2" treated with Ir�i;A `•!z'.a..,^�}(. ° f �; :y:+"" •'."'MI?� F,C:;., 11 ;i'i;'. "1' 6' l a + top 6" painted green `,.. , t n, ..:C.,,, f, .: ,: "a, ..... , .,. .. '• STD CO-12 mRAJ>fu G0.NBnA ON 9t 12' MIN. \ CURB !v'JD CU) :n 4"pipe dt2.00% ----_, ~t' srD.cca> L n w minimum grade ,' 6" stone bedding 3" MIN. 3 a'sTDEwALx i t' ` \ j CLASs aT eo;D ,... o.•, c' p, " _ - _ ti f- .yIi;",a FILTER CLOTH ® W ` oPraux 6" CONCRETE FLOW LNE ``"Ik, NOTE: Qfbodeda, '..3" MIN. (OPTIONAL) ff£$f30}�aB[MDt faee�t1lDty�7Tet3�efaHTS�@0`$t 'Fr TTT - EXPANSION JOINT--'�17i----- EXPANSION JOINT C) O Q V the property, line. A -,.J Note: If to of main Is 2. If top of sewer main is greater, than 15', then (DOWNSTREAM VIEW) NOTE, WIDTH 'Ur' 2'-0" OR AS MANLINE ROADWAY SECTION C-C J Y U p wye and benid to be heavy wall SDR35. FILTER CLOTH SHOUTJ ON TYPICAL SECTION. U., ti greater than 15 n deep SECTION A - A PLAN VIEW W W v . use heavy wall SDR 35 ce- concrete cradle if top 8,-7„ VDOT #1 t9 CONSTRUCT ORADE CHANCES WITH A PNtPBOLIC CLRVE, O U ILJ of main is greater COARSE AGGREGATE ® WHEN THE ENT NCE R DIi OF ANTICIPATE[) Y ACCOMMODATE � U U than 15' deep y ,'•� ,.1, .'• TRW• �,' '! ! �' �' :�' ' i� ;i �, d ". •y " `,• Tin•• • •- MPS NIC, IDEPTH FSIDEWALK10'PN(P80UC CURVE RAMPWITHIN WESOFTI-E RADSHOULD DE �CZ m .'� ,' +{• �•• EDGE OF SHOULDER OR B D 1ICREASED TO 7". FLOW 2. LOF cHA1NGE ;�}. • '''L' ,. ,' ) '+• 't' ' "+' i ,I CPTIDNAL FLOW LINE ® D . 414 . �. _ '• •''• f "' '' 1' ''; �• y' I' . , t • .'�. _ _ - - - ` _ WHEN ST'D. CG-„ IS USED FOR ENTRM7[ES BUILT ,• (,•'' •. MAP/LIHE RDAOWAY 9 Z MAX. - - - - IN CONJUNCTION WITH VDOT PRO,ECTS, PLEASE /�' V _ D NOTE THE FOLLOWING SLOPE CHANCE X'X' MAPLINE PAVEI'ENi SHALL OE CONSTRUCTED 5' MN. 40' MN. FOR STREET D TO THE R/W LINE (EXCEPT ANY SUBCRADE ,, 11 11 GRAVITY SEWER SERVICE LATERAL SEWER CLEANOUT STABILIZATION REQUIRED FOR MAINLINE "Q O'DESIRARLE FOR OORevised MMSRCI PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE.) 15 Figure 17 Oct 03 REINFORCED CONCRETE DRAIN SPACE SECTION A - A � �ER SHALL'NOTABEE CONSTRUCTED SECTION B - B CLASS I RIPRAP GUIDELINES FOR GRADE CHANGE D BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. WHEN USED N C0WLn1CTIDN WITH STANDARD TH SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control,and Va. DSWC Plate 3.02-1 SOURCE: VA. DSWC PLATE. 3.20-1 ENTRAJCE YOLUNE DESIRABLE IAXIMLM STN40ARDCIS TO BE ADJUSTED TOTHE CURB FN MATCH THE 7•' MIERE STD.CC-3 OR PMNTABLE CURB CONFIGUP.AIUM CO-12 A �.7 ,S Ulm, C-0^ 4•-O• HIGH (MORE THAN 1500 VPO) 0 X a %. SEE STANDARD f.G-12 F04 CURB R0.YP DESlCN PIPE OUTLET CONDITIONS STD. •6" MEDIUM (500-1500 VPO) 53 L a x TO BE USED 'Wr!H n-0PS STANDARD. Cn 1,�, . OR C0•6 ION MA& 48,1 MAIL LOW (LESS THAN 500 VPO) 5 B X R % X PLANS ARE TO tJDICATE WHEN CONSTRUCTION OF )' ,S M1 ICtl 1 13tr Cti7Cl, e` LONO A FLOW LINE 15 DRAINAGE ACROSSTHERED I'D ENTRANCiVIOE POSfnVE LZ 4' 5� E p �{! SECTION A -A RUCi1pN OPTIONAL FLOWTTE MAY PRECLUDE WARPING OF A TEMPORARY DIVERSION DIKE SPACING BETWEEN CHECK CK DAMS B L p„ B __-SLOPE 10,1MAxIWL T PORTION GUT TER TO PRECLUDE PONDNG OF WATEK O O A ' SF TION B-B U rR,)RCArco DOMNEs Avs M$vARE LMNnHc SPECIFICATION METHOD OF TREATMENT- j A ado (MIN.) A •Ar aKl s -- sO2 CONNECTION DCOMMERCIAL FOR TENTRANCES IONS W L = THE DISTANCE SUCH THAT POINTS VRONIA OEPARTNEM OF TRH(SPORTATION 203.04 W o /Vy d�o - Compacted soil LIJ A AND B ARE OF EQUAL ELEVATION TANGENT PLAN c6osswIK D ealS and Signatures PIPE OUTLET TO WELL TYPICAL PLACEMENT CROSSWALK TYPICAL PLACEMENT DEFINED CHANNEL 18" min. s j AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION W WITHIN CROSSWALK WITHIN CROSSWALK i oC PLAN VIEW -Flow + TYPE P RPE tCI ) apP i A I N(WITH BUFFER STRIP) OF PLTH OF - _ ALTERATIONS ,TM�S ofs�I Tb_g (I�(��a�iGCL . tNA' i CURS M (� (� (coHstRUC't Rue" iE"ET TOR N.TFRATIONSRMP. YI�Iw UJHB IENDiH CET F ' 41, NOTESI L a • dA L,�� ECOKMW TT �OMM tt HALL WID OF Tif RRA4P RW BY�2 FOOT IN LEMON N TpK OW TIT)OTH aMTRAA1. ��- A / ) OTINFA TYPES a WTTALV. VA I THE TIRLMCATED DOPE DETECTABLE YMU)NG MAY K USM WITH TK A-P II. !i L! 01 1.m� % TRUNCATED DOME DUL �carrH Npu°PctRr�q I� AaTi AMIL ni o mEsiTL BE A BENJAMIN C. O/ �g YAK Ep MONTGOM ERY �' G Yj DATES W 0 % 4.5' min. DETAIL 1'C�ONS�t TI N JOINT MMau R[D°3 wR MIaaL THpIRCAtpLpY�ErITH�Rgrr�Pgn aoR/opRpB►r�IpuslloP[pRlSoaps[Ogle Q Qi' N0, 002331 Q M I I II 2%-C•C TRUNCATED DOME 4,f i ILOOR r9 PACA�,,T�V91,1 UST BEPROYOEDT rrtMW iL 4DOR PREnW111&ICAETE 311KL DE CLA33 A,. -P No. 030342 44/ p O d CpA[Rd 9f pCAy4Tp�N (LICE IMM PRECAt o C(00. /a ��a _S ---` O O O O O O O O O O O 7. hODR. WiEPM aT f� ! Y .NUM T(kNEt[ACAI' Tye'• N.ONO 801N mOES M THE RMIP O\� /'T / 10 0 0 0 0 0 00 00 0 0 0 0 R GUAR/ Z 6Ui7FJt v �OOIt�T08 ADJACENT TO CUM RNpf ME NftLWD N PAYI NT \ S SJ SECTION A -A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ►rxt c1iclrre ALD wT O e-e T. Fx iT+ sr cD-1 aI N fie T)t nlRe rAtE aI r)es srAloMro rs -'ON qt v �y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ¢ %o" eELlia�iE� T°`o"'Dw"i T�K MDIAe i OuaB Mo calrlcwAT,aIDATE: SEPT. 1 2003 FILTER CLOTH KEY IN 8"-9"; RECOMMENDED FOR ENTIRE PERDIIETERAL SUR 0 0 0 0 0 0 00 0 0 0 0 0 0 0 �• e. tune RIIvs ARE Tp et LOCATEA As SIraIRI OR M MA,NS at M DREerm By TIE ENfiEER Tt+EY rWE To r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K D AT NTEIISECO" INffREVER M, AIRDUi[ y�T� TIE hWI Or MAY 0�' A HIGHWAY NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION rALIUTV A wm BEGMbtESS OF IREINM 3OEMAI.K 15 Exls FROi•D4l9 DR MOMEMTENT. HEY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MAT ,B,EOCATr� MMI S1RIIN KS AS SHON71 ON PLA/ts d( AS TM BY THE EI(OREER, BASKET, OR CONCRETE. }}��1qTg[ �O p� 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED o 0 0 0 0 0 0 0 0 0 0 0 0 0 ►�AA BTIs.�i�1i'1CR1MNtL1pI1i,rc°1rArLACEIEHT. �E R0IL11"EEaMt o'E°�5+ET�oL� s "rA calla0�Nu51n (e"�a ttTRu%IT20. USING PLATES 3.18-3 AND 3.18-4. SOURCE: VA. DSWC o 0 0 0 0 0 0 0 0 0 0 0 0 0 'NVR6ACEAEHf[gCp 00 UUSED BYNO APMUMM01113 WITH ALL MOaKirlAt�iPNRAEHIs "Ts of A►xuTr THAT dMI Bc SCALE: N/A YA%MAE F. RAMPS MAY BEpLI��p oil 90M oR rpwrnn SECTI" MVDED MT THE aRB Oli 13 PLACED THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF PLATE 3.09-1 SOURCE: VA. DSWC PLATE. 3.20-2 �- -s'M MUM.----� MITHNTIEI 0II,Eaa)s�iMAu( 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT PAY L0Af S to. TVZ& TE .W 11 4- mar wRr 1K ENtRA110E RAweMNOT ACCONIOO/TE TIE TtW111f0 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0110 DETECTABLE WARNING 10 7". or Mrt)aPArm IEAw TRUUf 1nwtK 1K t0>NCRErE SOEMNK UEPM sNo(AD eE !M7•EASED OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE LESS THAN 8 INCHES, SHEET I OF 3 r0 r. Source: Va. DSWC Plate 3.18-1 CG-12 DETECTABLE WARNING SURFACE 111011011 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 5 OF S Y. NOS TYPE 'A (PERPENDICULAR) APPLICATION 1 oz s 201.05 VRGMA OEPMtt4CNT OF TRNIMPOATAT10N