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HomeMy WebLinkAbout28-09 World Wide Melnore - Office, Warehouse - Stonewall - Backfile (2)a� =v W a) Q 0 of 0 0 rn 0 0 N r" N ru w U) W 0 rn i N_ a U) C ro a 01 c a a� c rn c w CENERAL NOTES I. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. g Virginia Department of 3. A permit must be obtained from the Office of the Resident Engineer, Trans ortation (VDOT� and Frederick Count prior to construction in existing State right-of-way. Y P g g y' 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Develo er, Count Representatives, and Representatives of the Virginia Department of y p p g P Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined b this joint inspection." p P P gg P Y j P Refer to Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications. g P P ( ) 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic 7. Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the a proved plans are based on a minimum CBR value of 6. CBR values less p than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from he appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the P� current standards and specifications of the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. P P 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and .,he approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D696, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. VD0T GENERAL NOTES Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent P g g shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all, traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 105.14(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private /public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the P P Y• PP P Y developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be sub)ect to change as deemed necessary by . VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by his project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be resent to insure the sample obtained is representative of the location. When soil samples are submitted o private laboratories for testin the Sam les shall be clearl identified and labeled as belonging to a P testing,the g g project to be accepted ce VDOT and that testing shall be per oomed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm storm sewer trenches shall be Y g Y/ compacted in six (6) inch 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 VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of -the developer. V17. Prior to VDOT acceptance of an streets, all required street si na a and/or pavement markings shall be installed b the develo er or, at VDOT's discretion, b VDOT on an account receivable basis followin the Manual On Uniform Traffic Control Devices: Y g V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. LEGEND EXISTING INTERMEDIATE CONTOUR 330 EXISTING INDEX CONTOUR 33� PROPOSED CONTOUR 400 EXISTING EDGE OF PAVEMENT _ PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER - PROPOSED CURB AND GUTTER TRANSITION TO REVERSE CURB EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE EXISTING STORM SEWER r. ,. ;, w PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE EXISTING EASEMENT LINE PRO ED EA POSS EASEMENT LINE CENTERLINE EXISTING TREE LINE FLOW LINE FENCELINE - EXISTING UTILITY POLE/GUIDE WIRE 0 EXISTING TELEPHONE PEDESTAL ' � ° EXISTING WATERLINE W/ TEE I�"-#� PROPOSED WATERLINE W/ TEE IT' EXISTING FIRE HYDRANT/VALVE/METER 0 0 � PROPOSED FIRE HYDRANT/VALVE/METER COS • m PROPOSED REDUCER lip may, SIGNS PARKING INDICATOR Al2 INDICATES THE NUMBER OF TYPICAL PARKING SPACES HANDICAP PARKING L, VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE ♦ I PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER O STORM DRAIN STRUCTURE IDENTIFIER O EXISTING SPOT ELEVATION X 135.4 VICINITY MAP SCALE: 1" = 2000' - z .+ 45 LU O 00 e Z N �* o N ■ R7 � E, �v CS W o Q � ��,o�`�� h ■ � ■ W T STONEWALL Di ICT / ,� R, T db� �` A -_ E a Road t. ss� G�-- �` ,a � �� S E m �� 3 Rt, '0 SHEET INDEX a s " zs w w COVER SHEET SHEET 1 T OVERALL RILL PLAN SHEET 2 SITE PLAN SHEET 3 DETAILS SHEET 4 Z V) 0 Z z w a �A w a THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION PROJECT INFORMATION PARCEL IDENTIFICATI❑N NOi 54 - ((A)) - 36 P BUILDING SETBACKS, STREET ADDRESS+ 14, WEST BR❑❑KE ROAD TOTAL AREA+ 14.939 ACRES REQUIRED DISTURBED AREA+ 0.75 ACRES FRONT, 75' CURRENT ZONING, M-1 RIGHT SIDE, 25� CURRENT USE, MANUFACTURING LEFT SIDE, 25 EXISTING Z❑NING+ M-1 REAR, 25' EXISTING USE+ WAREHOUSE - OFFICE ALLOWED HEIGHT+ 60 PARKING SETBACKS+ EXISTING HEIGHT+ N/A REQUIRED MINIMUM OPEN SPACE+ 25% FRONT MINOR OR LOCAL, 10' PROPOSED OPEN SPACE+ 40% FRONT COLLECTOR OR ARTERIAL+ 25' SIDE+ 5' 5+ REAR ' F.A.R, CALCULATI❑NS 172,483 sf / 14,939 acres = .265 PARKING CALCULATIONS ENVIRONMENTAL FEATURES WAREHOUSE PERCENT REQUIRED, 1 SPACE PER EMPLOYEE FEATURE DISTURBED PR❑VIDED+ 4 EMPLOYEES = 4 SPACESONAL FLO❑DPLAINS 0 ❑FFICE W F' A o � TH o � ��'I � GINNY �*�VEY Lic. N�38141 `�O y'Vv �l1`��Qr/ 24. All utilities to be located underground. 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. g g j g P Pspreader. Note: An lace within these plans statingGreenwayEngineering, shall represent GreenwayEngineering, Inc. V19. Aggregate base and subbase materials shall be laced on subgrade by means of a mechanical Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Ashalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in section 315 and VTM-76. A certified com action technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and and larger shall be explored below the bottom of the excavation to determine the type an condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for P g, P g approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole togs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V23. Approval of these plans shall expire three (3) years from the date of the approval letter. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. PROPOSED SPOT ELEVATION X 35 � LIGHT POLE LAKES & PONDS 0 REQUIRED, 1 SPACE PER 250 SQ. FT. WETLANDS >IAC 0 180 S.F./250 S.F. = 37 SPACES PROVIDED, 9, SINKH❑LES 0 TOTAL REQUIRED, 41 SPACES NATURAL S.W. 0 DETENTION AREAS TOTAL STEEP SLOPES 0 TOTAL EXISTING+ 199 SPACES TOTAL PROPOSED+ SPACES >15/. TOTAL PR❑VIDED+ 244 SPACES WOODLANDS 0 HANDICAPED PARKING SIGN REQUIREMENTS REQUIRED+ 201 TO 300 = 7 SPACES MINIMUM SETBACK FROM PROPERTY LINE = 12' PROVIDED, 8 SPACES SIGN MAY HAVE UP T❑ SO sf OF AREA MAXIMUM ALLOWABLE HEIGHT IS 60' ANY PROPOSED SIGNS OUTDOOR LIGHTING AND STORAGE WILL MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY LANDSCAPE CALCULATIONS REQUIRED PERIMETER+ 1 TREE PER 2000 S.F. OF IMPERVI❑US AREA-+ 4� REQUIRED INTERIOR+ 1 TREE PER 10 SPACES ;0 .®, PROPOSED IMPERVIOUS AREA+ 14,400 S.F. ® 4 ® 14,400 / 2,000 = 8 TREES - a= INTERIOR PARKING+ 50/10 = 5 TREES L TREES REQUIRED = 13 �� TREES PR❑VIDED = 13 LLJ cLU 0-1 PREVIOUS APPROVED PLAN # 0 6 2- 9 8 ' U Z Z O ►--� CC Q O Z W Z ,`Y', <1 0.+ W > ._ W � Co] ® O Q O a Q F + W W W o i1 > w J 0 X O U o E--+ Y ccE-� IL CC F- D W � Z H a �(J � V � W (i, O Z LL E-' tl > E � O U U FCSA CONSTRUCTION NOTES SURVEY AND TOPOCRAPHIC INFORMATION 1. The Authority's Water and Sewer Standards and Specifications are available at www fcsa-water com <http://www.fcsa-water.com 2. The water and sanitary sewer portion of the plans are valid for three years from date of FCSA approval. 3. The contractor shall adhere to the Authority's standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with and arrange for inspection by the Authority. 5. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole. 6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. The Authority shall furnish all needed material and make the tap. The contractor shall submit an Application for Wet Tap and pay the required fees. 7. Exact locations of water and sewer services on new lines to be coordinated with the Authority's inspector. Y P 8. The Authority's maintenance division shall furnish and install all water meters through 2 inch in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. b. The frame and cover shall be set to final grade. C. The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. 9. For services that connect to existing lines: a. The Authority shall furnish and install: 1. all 5/8"x3/4", 1", 1 %" and 2" water services 2. all sewer services. b. The contractor shall: 1. coordinate the location of the service lateral with the Authority's engineering assistant 2. submit an Application for Service and pay the required fees. 10. All water lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. 11. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1046 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 1. Boundary survey was performed by: GREENWAY ENGINEERING Dated: 12 18/98 2• Aerial, horizontal and vertical control surveys were performed by: GREENWAY ENGINEERING 2009 (Year) 3. Aerial topographic mapping performed by: - Dated: NA APPR0 VAL ���%`- FREDERICK COUNTY ZONING ADMINISTRATOR DATE APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL FIRE MARSHAL'S NOTE Fire lane markings and signaee: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshal's Office. TRIP GENERATION DATA Project Name: WORLD WIDE A UTOA1O TIVE AIELNOR INC. Project Number: 2197W CLASS USE DWELLING UNITS ' TRIP RATE TRIP RATE USE VPD 140 MANUFACTURING 157,033 S.F. 3,82/1,000 S.F. 3.82 600 Magisterial District: STONEWALL MAGISTERIAL DISTRICT Date of Plan: (Month, Day, Year) Sept. 24, 2009 715 SINGLE TENANT OFFICE 15,450 S.F. 11.57/1,000 S. , 11.57 179 12. The Authority shall review the mechanical plan(s) for design and material approval of a building's: a. Domestic water meter and its backflow prevention device, and/or its b. Fire service line's backflow prevention device. • TAItEN FROM ITE TRIP GENERATIO1 7TH EDITIONOwner: FORT COLLIER GROUP Address, Including ing iP Code & Telephoneo. 251 TYLER DRIVE CLEARBROOK, VA 22624 (703) 973-0400 DATE: Sept.Se 24. 2009 UTILITY CONTACTS SCALE: Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to Operate and a copy of the stations DEQ approved O&M manual. These documents must be received before substantial completion is issued and water meters released. Developer: P SAME AS OWNER Address, Including Zip Code & Telephone No: g P P DESIGNED BY. AS/GMH Power: Allegheny Power Gas: Shenandoah Gas Co. FILE NO. 2197 W Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code &Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 HANDICAPPED PARKING NOTE SHEET 1 OF 4 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. M 54-A-361 \ \ Southeastern Container Corp �\ 54-A-36G Lease Building 8 \\ \ Kraft General Foods, Inc. , 62 D5 wo,FAG 511 \ �\ `` DBe59d, - 1- I Zoned : M - I \ \ /� Use : kA*tria l \ \'\ Use : Industrial \ \ sr'/ �`•\a *� i «-l..Y-+*.�.L+...-.-Mp•`:e.-.p� . ± \ � �,.,!.--.__._t.---"'Hh-.-.-.y......,._e�......-� �-Y..-..-...4�.....y�-._...�/,-...-�!¢-�-/-..y_..,�-qw.....,..,.qh-.,..-..M..-.--Y..,,..�-.+.-..M..-...-.g...--....t..._•..�.,�..-..M..�..y,...-..qp......»nJ..-.......�-.-..,M..--..�-....-RI..---Y+�---�--' �tl--�-M++.--,M.»--r11+-...+qh...-.�.�,.N.yh....,....Y,----M^.---+M+-.•.--`W---.Y--.-+M-+-+.-�M---�'-,.---q"-r+Af----M•---'�--"gam-..-.cwN..y,-���'...�`� M \ ,..> __•-_--------_!--_y_...__g____y. `.._ ... � ©_ _Q____y-. __a____y_____.y.___-g--O a ----a--. ..- a--- -y- �-.....�cd ,--.,,.., °,,.,�.+--'�--a----"---- *-------a----a----a----n----e----a----g----8-----a----a----g----g-�--a----g---^F----a----•--- `__ ...w".-..,, GA� — — — f — J� `_ _. - -•-- -'-,....., - - - -- '" ____+�_ .��... \.��_--Y-.---+►-- _- \ GAS GAS GAS GAS C\ � `1 / i I _ - — - , .�. 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'. .�,--�-+�--y--�°a-- 's•----� �----r--"�-�....�.r-,..,-�-an- :I �� � _—_.___..._ __._ .r . I p � I �= - - - _ - - - _ - _. - _.._ _ ._ - - - - - - - - � _ �— A-� e- -- e- --- ;-- ^ � - - a _ - R � s ',� • � � 3 - I \ i - _ -------------------- _ __- -_-_- .----_.---- -----------541'04'35"W __ 4 ti 54-A-36K I I 54-A-36D Fort Collier Group 54-A-36J oup Lease Building n C, Hershey Pasta Group f • A Fort Collier Gr Lease Building '0 DB lib, F'Cx 133 I Ur�ste, Inc. 54-A-36C ► DB 166, F'iG 13 D DB 828, F G 1621 Zoned : M - I � AM. ZUCKERMAN ET. UX Zoned : M - I Use : Industrial I I Zoned . M - I OX _--- - f Zoned : M - I Use : Industrial _,._. Use :Vacant � Use : Industrial ' I I 40 20 0 40 80 Ic, I I C3 Z =\ W W �ryno�o LLM Rom W W TH OF I'I O F, tL GINNY BEY 9 Lic, N�!1 8141 �4,_ S_ NAL V Z cc z 0 Fq Z Q J Q W U cc F P4 W a J Q � a C E­ �W ~ co : W � U) O 0 o Z P H O U O O W ~ _j 0 �? w yy V ^ (� W cc O Q w O 0 J Let DATE: Sept. 24, 2009 SCALE: 1"= 40' DESIGNED BY: AS/GMH FILE NO. 2197W SHEET 2 OF 4 XX — XXX 0 w H tv — — — — V_ _— I Sell zo \\ I ( 1 I I I 1 I I 11 I <L I ) f/ fill :3 '- / 1L I � I I 1 / \ 1 \ 1 I I X; / I II IASN I I II I I I I I I I I I I I I I (I I 11 1 �I 1 I I I 1 '1 I I /A r I I Cv I _ e I t 1 1 El<. FLOODLI Ira` 1 1 I I WI IEf MELNOR INC. 3-FEAF�` 139 000 S. E__ --.. \\�� // C �l> . ___._ 7F _ .�� i 11 1 X, FF = 6 90.2 5 � 1> - -- -- c- -- , - Ex GAS METER E.I,'ji crrR I I I 1 Ex. EX a I OVER 4EDAD I I l I 1 1 1 I F-LOODLIGN G Ex JT Ex. SIAMESE CONNECTIONS (6) DOO \ 1 1 1\ ,i�. NEI ER_�- n - HANDICAPPED SIGN (TYP.) Ex. WALL E PAD c 1 f. 1 J D�1 1_ET VAULT �J CG-12B MOUNTEDI I I I I I I 1 TN' - >� ,.,,� �, ,. r ,� P.. .�,... .,�.m, .. ... .-..�. ..,. ,. LIGHT .. ,. ,� , - .�..� �. �,•m 6 .2�aIrdv.\� �a£ .13 1,. "__ 1 ,f, -- .,, n 1 I a I I I 1 1 \ F —I ` 5' SIDEWALK. �' • a 5' SIDEWALK. k,. co•/ I n I ► I L A _2 C4G -2 sLR AREA - ~�,�� S E 10'R MATCH I Ex. cONCREIE LOADING AREA," t END — Ex EPriEIil 9 9�T 10'_"� CURB 6a�r�,1 —8 END 2 SPACES ��w 609.36 es'x2(d' .-�¢ l l --� — — — — ----------- �� \ t 1 `\ \ I I I e W 1 \ \ \ } I 5' 9 3' IGH EVE CL IA 256 CES 1 \ \ \\ u �R 9 RI P s x 0 3 HIGHE RG EN I X / \ FN I I I 2 gg CG-6 Be w 1 \ I I \ \ \1 8� -41, + 9z r 34 12" 1 0,5% � I I $ ADS END SEC 2' CURB \,` 86 I �� - TO REGIONAL \ I I I Ex. — ENING AS REQUIRED Z0, SWM POND \ I I 1 LANE SIGNS �. CL IA \ I f \ EC -I l \ \ 9 t0 BE Iw GRAVEL t0 BE "REM AND RIPRAP \ - _ - A�j\ SH \ 1\N OAK 24, RELOCATED X REPLACED WITH GRASS ,� k 8 * INLET PROTECTION \ / I/ - \ Itu EX. GRAVEL PAf�f:INCx AREA, Ex EG SILT FENCF*; Ex. EP \_ \ " - Ex. EP �`\ \ HERP.Y 9S �a � f 1 —1 MATCH . I 1 1 \ EX. EP �, + MATCH 1 Ex. A6rHALT ACCESS fi�OAD CHERRY \STRUCTION E \EP CHERRY ENTRANCE Ex I N 51'28'24" lU - 430,50' <gop dr 1 '04 / a�� SID NOTE HAND I CAPED PARK I NCB AND ROUTE SHALL WITH TGG/ANSI A I I -7.1 2005 AND CHAPTER THE INTERNATIONAL BU I LD I N6 CODE 2006 GOMPL"r 10F TREE LEGEND SYMBOL. QUANTITY NAME HEIGHT AT TIME OF PLANTING REMARKS 13 RED MAPLE 2" CALIPER o B<B 6" ABOVE GRADE BLUE GIRL HOLLY 3' HEIGHT I. ALL PLANTIN65 SHALL GONFORM WITH SECTION 165-203.0IB OF THE FREDERIGK COUNTY ZONING ORDINANGE PLANT SELEGTION, PLANTING PROGEDURE AND MAINTENANGE. 2. ANY PLANT 5UB5TITUTION5 MUST BE APPROVED IN WRITING BY THE FREDERIGK COUNTY PLANNING DEPARTMENT. 3. AGTUAL LOGATION OF PLANTINGS MAY VARY FROM THI5 PLAN. RE5PON5151_1 LAND p15TURBER1 NAME: CERTIFICATION #: DATE: THE RE51FON5113LE LAND D15TUR13ER 15 THE PARTY RIE5PON5113LE FOR CARRYING OUT THE LAND D15TURDING ,ACTIVITY A5 5ET FORTH IN THE PLAN5, 30 15 0 30 (00 5GALE: I" = 30' V z z cc W W z co z a z Ku W 0� P TH OF G O j A, GINNY I VE a Lic, N, 38141 a i SI NAL I�i W 0 0 a z I a H U) V z cr O z w 2 w W 0 0 J cc O I Y Q� CC E, Q a Q Q H � oE--i z U) a W J J � O V H � � W O Z LL O v) 00 U DATE: Sept. 24, 2009 SCALE: 1"= 30' DESIGNED BY: AS/GMH FILE NO. 2197W SHEET 3 OF 4 XX - XXX PB-1 GENERAL 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE p-1LVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC -I TABLES UNLESS OTHERWISE NOTED ON THE PLANS- 2. IF - HEIGHT OF COVER 11-ASURED FROM TOP Or CULVERT TO FNSIED GRADE. 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. CIRCULAR PIPE 1, D - OUTSIDE DIAMETER OF PIPE, 2. d - IINSIVE DIAMETER OF PIPE. 3. X - WIDTH OF CLASS IBACKFLL MATERIAL BEY0140 THE EXTREMITY OF 711E PPE. X - 12" WHERE d 15 LESS THAN 30". X • 18" WHERE If IS 36" AM GREATER, 4. WHERE DIRECTED BY THE ENGINEER. BLOOM YAIERIAL MAY BE ELIMINAIED FOR MDR" EARTH FOUNDATIONS UWER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC, PPE) 30" AND LESS N DIAMETER WITH HEICHT OF COVER 18'OR LESS. 6, REGULAR BACKFILL NATER'AL MAY BE USED N LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDAIION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" APO LESS M DIAMETER WITH HEIGHT OF COVER 15'OR LESS. 8. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. 81 - OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 - INSIDE SPAN DIMENSION OF PIPE. 3. R - OUTSIDE RISF DIMENSION OF PIPE. 4. X WIDTH OF CLASS IRACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X • 12" WHERE S2 IS LESS THAN 3V. X - 18" WHERE S2 IS 36" AND GREATER 5. WHERE INFECTED BY THE ENGINEER. BEDDING MATERIAL MAY RE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COV ER IS' OR LESS. 6, REGULAR BACKFILL MATER'AL MAY BE USED N LIEU OF CLASS IBACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE 52 15 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. PIPE ARCH 1. S • SPAN DIMENSION OF PIPE. 2. R • RISE DIMENSION OF PIPE. 3. B • SEE PC-1 TABLE FOR APPLICA3LE PIPE MATERIAL 4. x - WIDTH Or CI ASS InACKFII L MATERIAL BEYOND THE EXTREMITY OF THE PIPF. x • 12" WHERE 52 IS LESS THAN 36". x - III WHERE S2 IS 36" AND GREATER 5• WHERE DIRECTED BY THE ENGNEER,SEDONG MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE 52 15 33" OR LESS AND FFIGTIT OF COVER 18'OR LESS. 5' RFCUI-AR BACKFI L MATFR'AL MAY BF USED N LIEU OF CLASS I BACKFIT L MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND HEICHT OF COVER 15' OR LESS, INSTALLATION OF PIPE CULVERTS AND STORM SEWERS WIT.. IETEIRNIS NEW.1/04 GENERAL NOTES 302 167.00 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 r r TOP VIEW FLARED END SECTIONS FADED. ROD NUTS AND SPACERS TE RIGHT SIDE VIEW FRONT VIEW PART # PIPE SIZE A I B (MA)g I H I L I W 12 in 6.50 in 10.00 in 6.50 in 25.00 in 29.00 in 1210NP (300 mm) (165 mm) (254 mm) (165 mm) (635 mm) (737 mm) 15 In 6:50 in 10.00 in 5.50 in 25-00 in 29.00 in 1510NP (375 mm) (165 mm} 1(254mm} (165 mm) (635 mm) (737 mm) 18 in7.50 in 15,00 in 6.50 in 32.00 in 35.00 in 18IONP (450 mm) (191 mm} (381 rnrn (165 mm) (813 mm) (869 mm) 24 in 7.50 in 18.00 in 6.50 in 36.00 in 45.00 in 2410NP (600 mm) (191 mm) (457 nnm) (165 mm) (914 mm) (1143 mm) 30 in 7.50 in 120© in 8.60 in 58.00 in 63.00 in 3015NP (750 mm) (191 mm) (305 mm) (218 Tim) (1473 mm) (1600 mm) 36 in 7.50 in 25.00 in 8.60 in 58.00 in 63.00 in 3615NP (900 mm) (191 mm) (635 mm) (218 mm) (1473 mm) (1600 mm) NOTE PE THREADED ROD W/WING NUTS PROVIDED FOR END SECTIONS 12'-24'. 30' do 36' END SEi:TIONS REQUIRE TWO (2) THREADED RODS FOR ASSEMBLE. NONE ALL DIMENSIONS ARE NOMINAL PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL 70P OF FILL • TOP DF Flll GROUND LINE H GROUND LINE H GROVND LINE H IF !/ !/ !/ ROCK D•12" - 1 EARTH 0.12" DI D- EARTH d d SOILELDING d D/2 4" D/2 D/2 BEDDING �I b 1- MATERIAL MIN. 1/10 D� X I X D___}� BEDDING I 1/10 D BEDDING MI�OFPH X F'+�-D� X MIN. 1/10 D r _I I I� �T MATERIAL MATERIAL X hrt-D -A i X IE- MA2 FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAX. 24" ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE rE MIN. 1.5 x D 1 -� MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D 1 -MIN. 1.5 x D MIN. 1.5 x D TOP OF T�TOP OF FILL FILL TOP OF FILL H = //rr//r/riri 6- - -H � rrrrrr rir/r frrr /rrrrr IN rrr - r I rrf ri rr frrif fiirffrrrlr r�rrirflr� D- D•12" GROUND //r// D•12" _ GROUND D12" ////////// //r////// 11 firiifi! /!Nf!/f/ -GROUND y,y�y d LINE d LINE d - -LINE = D/2 r _ - D/2� ` "Mai EARTH I - ROCK OR b I I MIN. 1/10 I _ 1 BEDDING X FFF""E��-D---���"111 X MATERIAL UNYIELDING MIN. 1/10 D ;= SOIL _ _ _ T MIN. 1/10 D l BEDDING X D X EARTH /p" PER BEDDING MATERIAL MATERIAL NORMAL EARTH FOUNDATION 1" OF H MN. 6", ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX. 24" OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH NOTES, SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00, ®REGULAR WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CRUSHED CLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN ® EMBANKMENT AGGREGATE SIZE 25 AND 25 MAY BE USED IN PLACE OF CLASS I BACKFILL. SHEET 1OF 4 SPECIFICATION INSTALLATION OF PIPE CULVERTS AND STORM SEWERS RffERE1xE CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "AIM 302 REV B1 07 B/ 303 VIRGINIA DEPARTMENT OF TRANSPORTATION rF I�1fWOTIiS BY FYUE aL AM 01.31M Illx^ w wraa w A•I•IM 1 ArIII IOM7.02 ANfY 10z7A2 - 8070 ON51TE TYPICAL PAVEMENT SECTION NOT TO SCALE :11.=11.=11=11:�11�11.=11.=11.-11. - - - . • PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQJIR£D PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PvYTTSECT DETAIL 1 A I� As MRT A MIN.3S 5 'FAIN. � 11 L� IT ®_ ❑ o-PS. oq � GEOTEXTILE g FABRIC SECTION A -A SECTION B-B DETAIL 2 A 3S INSERTABLE SHEET A69 MINIMUM "T" GEOTEXTILE I ' I FABRIC SECTION A -A SECTION A -A NOTES' 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHA14NEL WIDTH (W). 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDS ECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2. SHOWN ABOVE, 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS 2, 3, AND 4 MATERIALS IllACCORDANCE WITH THE SPECIFICATIONS. II 4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H • DAMETER OF CRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT. 5. PLAN AND SECTION DETAILS DEPICT CLASS 2, 3, AND 4 MATERIALS. FOR CLASS 1 INSTALLATION DETAILS SEE EC-3 TYPE B STANDARD DRAWING. - USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. c1 S TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY OUTLET PROTECTION MINUMUM LENGTH (L) TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H SPECFICAiICN REIEPENCE CULVERT OUTLET PROTECTION VIRGINIA DEPARTMENT OF TRANSPORTATION 303 REV. 9/06 d14 114.01 �4"� 2• R SEE NOTE 4 .-6'p- A Q 4" r2" RADIUS 7'/a" I -- ,° a _ -d MRJ,T- - 18" a --c 0 - - --MAX d d BASE 4 - 4 SUBBAS ACCEPTABLE ALTERNATIVE IF CURB 15 EXTRUDED SPECFICATM REFEPENCE 105 502 INSERTABLE SHEET A179 NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3, CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. INSERTABLE SHEET A179 CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLA55 A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5, ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2" R OF THE VOOT ROAD DESIGN MANUAL. 6" v > 1 1 D D D y A D A A D D A A. D D n D D u D D THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE CF 8" 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 502 REV. 9/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 2111.03 CG-2 4. THE DEPTH OF CURB MA'r BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL C0114CIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN, NO ADJUSTMENT IN THE PRICE BID 15 TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. SURFACE BASE SUBBASE STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION V. 9/06 201.01 � �•• ..r•r•r••r•�nr•r�r�r•�r�r�rar•�r�r�r �a�r�t•�t�t�E�i• �. "1 � nq ►��III��•��1� ' •I •� ��•���'��� 1=11-11=11=11=11Jt�r�i�_r.���r�i�t_�_r.�t�r�r�r.�t���r��.�r�r�(�r.r�r������ It=11=11=11=11= .:• I I II I ���IIII�� �' �� I �\��■ III III •, 1 • I• 1 1 sm-0, MRS ,. , � f ..`.I I .�. r I I ,� 1 1 �i��•���� • i - �r��1 I .` : `,j' ►�11iI1� �: � s.•t.•t. t�t- _ullll I _Iillll .�•� �.•�,•�•� !�i� •.•� �-11111' III•.:..: .:.'.:..:.'.:; � .,� , . _ - _ 1 1 JI' 1 Y- 1 1 I I- 1 .d1 1 ' .i I'J: ' :I'll 1: II I't�• •� II • • •1' •' •' • • •: . r�r�r 11 I • I r \j� INA r'�'����������' 11=�I=il- ,;��'• ��.����.�1�1��.��.��:�lr.�i�.��.��.�i�.��?:�li` .,'� .;� h� �I "A21 '0201 'G. A.' 'P. • •� •� •� • V 1 :i' 1 •: 1 1 1 1]1 1 :i I 1 :i 1' : il' 1 1: :x' •"•. , ,„` �••"�• ��^ � � � � ��"•� � ,,,•� �.,^"� ��,•„� � ,,,`�• « Ma 1012 T I 1: 1 1 1 11 1.-Lz 1 1 1 c+.. : 1 1 , 1• +. •r 1r 1 0� ' 1 1. •1 1. 1 / /..• l I 'i I I I 111 I I 1 I I 1/ '/ 1 I I I I l '/ � l '9. .11 ,1 x5 DOWELS, B" LONG A PERMISSIBLE AT 12" C-C tj CONSTRUCTION Ij 5' MIN. JOINT I 12:1 MAX x I- -- II\ Iy co� 12�1 MAX BA 2'- -�� N NIB L - J RAMP 1 (SEE TABLE) TRUNCATED DOMES A SEE SHEET 10F 4 FOR DETAILS _MIN SHAPE TO MATCHFACE OF ROADWAY CURB BACK OF CURB 48 '•1MAX 20 1 _ 48 , 1 MA�,____- F�-2'MIN.-I SECTION A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET I OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 _ i0 15 6 14 15 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. II II CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WI1 HIN CROSSWALK � 1 MAX 5"' MIN � 0 f A 4' SQUARE LANDING AREA x OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR CROSSWALK PERHENDIC ULAR CROSSWALK WITTCROSSWALK AREA. GG-12 T 3 OF 4 SPECIFICATION I - REFERENCE CG-12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION REV.7/05 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 7.OJ.06 4" REINFORCED CONCRETE 3mrD0 PSI 4" SUBBASE (051 STONE) WIDTH VARIES SEE SITE PLAN 1/4" ■ 1' -III III III II III III III II A. COMPACTED SUBGRADE (SO% DENSITY) GONCRETE 51DEWAL-K pETAIL (NOT TO SCALE) e • 4"o N SIGN SWILL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. SIGN (SEE DETAIL) PC OR WHIRL OTICIP 2. um IT STRIPED AREA U GHT COLORED REFLECTIVE 12 BACKGROUND MAT'L I DARK COLORED 2- LETTERS R 3/8- BORDER RESERVED INTERNATIONAL SYMBOL PARKING CC ACCESSIBILITY e� v 4.0' MIN. F61 & 7.0' MAX. MANDIclarreD DISPLAY CONDITIONS 61 MBrx9 S' Mtr1 UNLAWFUL 4- STET]. PIPE FILLED WITH CONCRETE PARKING IN THIS SPACE IS SUBJECT TO A FINE OF DARK COLORED REFLECTIVE 8' VAN ACCESSIBLE SPACE 100.00 TO 500.00 BACKGROUND MATER AL 6' FOR REGULAR SPACE HANDICAPPED PARKING DETAIL ZLIGHT COLORED I' LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED AT SAME POINT ADJACENT TO THE 8' AISLE V of 45 a Ru W \0 " E „ tl N N 00 h O A .Iz3 b 0, 54 Lu a W CIO t- -C m W W � z z zR4 a r0 V! 5 W a � A W Zvi J TH OF � O 1� GINNY M. �j qY,f Lic, No R 141 ,moo � t d jNAL • V Z cr O O q J Y U I� W a Z a 1--I Q W > cc a o X W z Q Q Z E­4 rO\ U � o O W H O zi 0 W cc O W w 0LL Z rO V 1 Q is cc O DATE: Sept. 24, 2009 SCALE: N/A DESIGNED BY: AS/GMIi FILE NO. 2197 W SHEET 4 OF 4 XX - XXX GENERAL NOTES MOT GENERAL NOTES LEGEND VICINITY MAP CS 1. Methods and materials used in the construction of the improvements herein shall conform to the current VI. All work on this project shall conform to the current editions of and latest revisions to the Virginia SCALE: 1" = 2000' County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion EXISTING INTERMEDIATE CONTOUR 330 � and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent EXISTING INDEX CONTOUR construction, must be provided prior to issuance of the site development permit. The approval of these plans shall govern. in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and PROPOSED CONTOUR 400 T O Sediment Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health EXISTING EDGE OF PAVEMENT STONEWALL o+ +cr -- 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. - -- PROPOSED EDGE OF PAVEMENT 11 ��TTR�� W Transportation V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be �� °oAE Road Rt 661 W o °Vd (VDOT) and Frederick County prior to construction in existing State right-of-way. EXISTING CURB AND GUTTER _ in accordance with the current edition of VDOT s Work Area Protection Manual. Furthermore, all traffic 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is control flaggers must be certified in accordance with Section 105.14(c) of the VDOT Road and Bridge PROPOSED CURB AND GUTTER Specifications. required under State law. o N q TRANSITION TO REVERSE CURB x° 5. The exact location of all guard rails will be determined by VDOT personnel. "A oint inspection will be V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including / ( �� � o held with the Develo er, Count Representatives, and Representatives of the Virginia department of EXISTING TELEPHONE LINE �a i y p P g P traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private /public utility companies. W Transportation (VDOT� to determine if and where guard rail and/of paved ditches will be needed. The It is the sole responsibility of the developer to locate and identify utility facilities or items that may be PROPOSED TELEPHONE LINE developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection. in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the Refer to developer from this responsibility. EXISTING STORM SEVER ��` S E Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROPOSED STORM SEWER V5. Design features relating to field construction, regulations, and control or safety of traffic may be 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a sub)ect to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field EXISTING SANITARY SEWER Rc' representative of the developer must be available at all times. revision shall be the responsibility of the developer. a2 PROPOSED SANITARY SEWER 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land w Control Devices (MUTCD). EXISTING ELECTRIC SERVICE use permits for any work within VDOT right-of-way. ,. iii 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and PROPOSED ELECTRIC SERVICE embankment. held by the engineer and/or developer with the attendance of the contractor, various County agencies, EXISTING GAS LINE �r un n n �T 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less utility companies and VDOT prior to initiation of work. SHEET IN1�L�j11 t PROPOSED GAS LINE than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any PROPERTY LINE 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any indicated on the plans and as required at the field inspection. required or requested inspection. EXISTING EASEMENT LINE o `� It. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent PROPOSED EASEMENT LINE COVER SHEET SHEET 1 v be minimum 6" diameter and conform to VDOT standard SB-1. public roadway via a construction entrance that is constructed and maintained in accordance with CENTERLINE Section 3.02 of the Vir inia Erosion and Sediment Control Handbook. Furthermore, access to other OVERALL PLAN SHEET s 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than properties affected by this project shall be maintained through construction. The Developer shall have, EXISTING TREE LINE one litter receptacle shall be provided at the construction site. within the limits of the project, an employee certified by the Virginia Department of Conservation and SITE PLAN SHEET w w Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices FLOW LINE 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly FENCELINE - DETAILS SHEET 4 to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take rectified. whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free EXISTING UTILITY POLE/GUIDE WIRE condition at all times. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the c7 end of construction. EXISTING TELEPHONE PEDESTAL z 14. Notification shall be given to the appropriate utility company prior to construction of water and/or Z sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum EXISTING WATERLINE W/ TEE cut sheets, and connections to existing lines. thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at PROPOSED WATERLINE W/ TEE 'T' THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION Z 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the conflict points. EXISTING FIRE HYDRANT/VALVE/METER OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION a current standards and specifications of the Frederick County Sanitation Authority. � pp 5' w V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) PROPOSED FIRE HYDRANT/VALVE/METER COS • m PROJECT INFORMATION 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the encountered during the course of construction shall be immediately brought to the attention of the a' contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed engineer and VDOT Work shall cease in that vicinity until an adequate design can be determined by the PROPOSED REDUCER W prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing engineer and approved by VDOT. utility verification and the proposed construction. SIGNS 5 V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT PARCEL IDENTIFICATI❑N NO. 54 - ((A)) - 36 P BUILDING SETBACKS+ w 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be result of his construction project within or contiguous to the existing right-of-way. present to insure the sample obtained is representative of the location. When soil samples are submitted PARKING INDICATOR STREET ADDRESS+ 14. WEST BRD❑KE ROAD a t the samples shall be clearl identified and labeled as belonging to a Al2 TOTAL AREA, 14.939 ACRES REQUIRED o private laboratories for testing, 18. When grading is proposed within easements of utilities, letters of permission from all involved companies GOT to be accepted by VDOT and that testing shall be perlyormed in accordance with all applicable INDICATES THE NUMBER OF TYPICAL PARKING SPACES DISTURBED AREA, 0.75 ACRES FRONT, 75' must be provided to Frederick County Public Works Department prior to issuance of grading and/or site GOT standards and procedures. development permits. CURRENT ZONING+ M-1 RIGHT SIDE+ 25� P P CURRENT USE+ MANUFACTURING LEFT SIDE+ 25 V14. All roadway fill, base, subgrade material, and backfill in utility/storm storm sewer trenches shall be HANDICAP PARKING 19. The developer will be responsible for the relocation of any utilities which is required as a result of his Y g Y/ �. EXISTING Z❑NING+ M-1 REAR, 25' (� o project. The relocation should be done prior to construction. compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 EXISTING USE, WAREHOUSE - OFFICE Method A, within ppus or minus 2% of optimum moisture for the full width of any dedicated street VEHICLES PER DAY COUNT 100 ALL❑WED HEIGHT+ 60' PARKING SETBACKS+ 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected right-of-way. At [hue direction of VDOT, density tests shall be performed by a qualified independent A I in accordance with state law. In the event gravesites are discovered during construction, the owner and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be EXISTING HEIGHT+ N/A REQUIRED 0)engineer must be notified immediately. submitted to VDOT daily, unless specified otherwise. MINIMUM OPEN SPACE+ 25% PROPOSED BUILDING ENTRANCE PROPOSED OPEN SPACE+ 40% FRONT MINOR ❑R LOCAL, 10' 21. The contractor is to verify field conditions prior to and during construction and notify Greenway V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as FRONT COLLECTOR OR ARTERIAL+ 25' TH op,, Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the specified by VDOT. approved plan. � I REAR, 5' V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet PROPOSED SANITARY LATERAL CLEANOUT ' 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard VDOT minimum design standards and is the responsibility of the developer. F.A.R. CALCULATIONS ttxF proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered rA professional engineer and results submitted to Frederick County prior to pavement construction. If a, V17. Prior to VDOT acceptance of an streets, all required street si na a and/or pavement markings shall. SANITARY MANHOLE IDENTIFIER (12 J 172,483 sf / 14.939 acres = .265 PARKING CALCULATIONS GINNY 7114"VEY geotechnical report has been prepared, it should supersede the regluirements in this note. be installed b the develo er or at VDOT's discretion, b VDOT on an account reeivable basis rollowin �/' "dSIC, N38141 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed the Manual On Uniform Traffic or, Devices: y g WAREHOUSE ENVIRONMENTAL FEATURES O � o`/ excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to STORM DRAIN STRUCTURE IDENTIFIER PERCENT REQUIRED+ 1 SPACE PER EMPLOYEE �h commencement of excavation or demolition. Names and telephone numbers of the and operators underground V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the } S PROVIDED+ 4 EMPLOYEES = 4 SPACES utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency start of construction. Copies of all invoices for materials utilized within any dedicated street FEATURE DISTURBED ,f ONAL condition. right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit EXISTING SPOT ELEVATION X�135A FLOODPLAINS 0 OFFICE and total prices may be obscured. 24. All utilities to be located underground. LAKES & PONDS 0 V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical � REQUIRED+ 1 SPACE PER 250 SQ, FT, 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. spreader. Density will be determined using the density control strip in accordance with Section 304 of PROPOSED SPOT ELEVATION X35 WETLANDS >1AC 0 PROVIDED+ 9,180 S.F./250 S.F. = 37 SPACES the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform SINKHOLES 0 these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise: TOTAL REQUIRED+ 41 SPACES In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity LIGHT POLENATURAL S.W. 0 Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. to be present during the construction and testing of the density control strip. DETENTION AREAS TOTAL U STEEP SLOPES 0 TOTAL EXISTING+ 199 SPACES FCSA CONSTRUCTION NOTES V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and SURVEY N TOTAL PROPOSED�5b9� SPACES O Z Bridge Specifications. Density shall be determined using the densitycontrol stripas specified in Section AND TOPOGRAPHIC INFORMATION >15� TOTAL PROVIDED 244 SPACES 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test WOODLANDS 0 reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be 1. The Authority's Water and Sewer Standards and Specifications are available at notified and given the opportunity to be present during the construction and testing of the control strip. 1. Boundary survey was performed by: HANDICAPED PARKING Q www.fcsa-water.com <http•//www.fesa-water.com>. GREENWAY ENGINEERING Dated. 12 18/98 SIGN REQUIREMENTS V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and REQUIRED, 201 TO 300 = 7 SPACES Q Z E- 2. The water and sanitary sewer portion of the plans are valid for three years from date of U larger shall be explored below the bottom of the excavation to determine the type and condition of the MINIMUM SETBACK FROM PROPERTY LINE = 12 ...J FCSA approval. 2. Aerial horizontal and vertical control surveys were c PROVIDED, 8 SPACES foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for y SIGN MAY HAVE UP TO 50 sf OF AREA W Y P1 3. The contractor shall adhere to the Authority's standards and specifications in effect at the approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard performed by: GREENWAY ENGINEERING 2009CC B i MAXIMUM ALLOWABLE HEIGHT IS 60' time of construction. P -1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design (Year) �_ Q 4. The contractor shall coordinate with and arrange for inspection by the Authority. and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. ANY PROPOSED SIGNS OUTDOOR LIGHTING AND STORAGE WILL (L 5. The contractor shall connect a new sewer line to an existing manhole by core drilling the 3. Aerial topographic mapping performed by: I J Q > manhole. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced - Dated: NA MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY 6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. below proposed foundation elevation to determine the type and condition of the foundation. The a W 1-4 The Authority shall furnish all needed material and make the tap. contractor shall submit copies of borehole logs and report findings of foundation exploration to the The contractor shall submit an Application for Wet Tap and pay the required fees. engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place LANDSCAPE CALCULATIONS Q 7. Exact locations of water and sewer services on new lines to be coordinated with the box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise W W Authority's inspector. REQUIRED PERIMETER+ 1 TREE PER 2000 S.F. OF IMPERVIOUS AREA p E-+ O unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall � 8. The Authority's maintenance division shall furnish and install all water meters through 2 be determined by the engineer and approved by VDOT. APPRO VAL p REQUIRED INTERIOR+ 1 TREE PER 10 SPACES O inch in size. It is the contractor's responsibility to have the meter box assembly installed a AC correctly. Before a permanent meter is installed: V23. Approval of these plans shall expire three (3) years from the date of the approval letter. t4 91 Q a. The meter box, with its frame and cover, must be properly aligned with the PROPOSED IMPERVIOUS AREA+ 14,400 S.F. _ ® W U coppersetter. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as ® 14,400 / 2,000 = 8 TREES J b. The frame and cover shall be set to final grade. specified by VDOT. 60 c. The distance between the top of the cover and the coppersetter shall be between ���%S 0-Cv INTERIOR PARKING+ 50/10 = 5 TREES I Q ® Q 18 and 21 inches. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in FREDERICK COUNTY ZONING ADMINISTRATOR DATE d. All components of the meter box assembly shall be in proper working order. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT * TREES REQUIRED = 13 9. For services that connect to existing lines: after grading is mostly complete. APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) [-� W TREES PROVIDED = 13 a. The Authority shall furnish and install: � YEARS FROM THE DATE OF PLANNING APPROVAL CS W ® 1. all 5/8"x3/4", 1", 1 %" and 2" water services FIRE MARSHALS NOTE w O Z LL O 2. all sewer services. � _ Fire lane markings and sienage: �, U1 �' b. The contractor shall: An "No Parking" signs and yellow painted curb locations will be installed 1. coordinate the location of the service lateral with the Authority's engineering y assistant by field inspection at the direction of the Fire Marshal's Office. PREVIOUS APPROVED PLAN # 0 6 2 - 9 8 w 2. submit an Application for Service and pay the required fees. J 10. All water lines must have a backflow prevention assembly (double check valve or RPZ, as TRIP GENERA TION DATA Project Name: Project Number: O CC required). The assembly must meet ASSE standard number 1015 or 1013. WORLD WIDE' AUTOMOTIVE MELNOR INC'.CLASS USE DWELLING UNITS *TRIP RATE TRIP RATE USE VPD it. All fire lines must have a backflow prevention assembly (detector double check valve or2197W RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any 140 MANUFACTURING 157,033 S.F. 3.82/1,000 S.F. 3.82 600 exterior, privately owned fire line shall also have a fire service meter. This assembly Magisterial District: Date of Plan: (Month, Day, Year) shall be installed immediately before the backflow prevention unit. Radio read remotes 715 SINGLE TENANT OFFICE 15,450 S.F. 11,57/1,000 S. . 11.57 179 are required. STONEWALL MAGISTERIAL DISTRICT Sept. 24, 2009 12. The Authority shall review the mechanical plan(s) for design and material approval of a building's: * T N FROM ITE TRIP GENERATIO1 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE: Sept. 24. 2009 a. Domestic water meter and its backflow prevention device, and/or its 251 TYLER DRIVE b. Fire service line's backflow prevention device. UTILITY CONTACTS FORT COLLIER GROUP CLEARBROOK, VA 22624 (703) 973-0400 SCALE:i V Phone: erzon 13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to Water/ Frederick County Sanitation Authority Developer: Address, Including Zip Code & Telephone No: Operate and a copy of the stations DEQ approved 0&M manual. These documents must be Sewer: P.O. Box 1877 P.O. Box 17398 P g P P received before substantial completion is issued and water meters released. Winchester, VA. 22604 Baltimore, MD 21297 SAME AS OWNER DESIGNED BY: AS/GMH (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. FILE NO. 2197W HANDICAPPED PARKING NOTE P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code &Telephone No. Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1 OF 4 Handicapped parking spaces and aisles shall slope 1-800-654-3317 (540) 869-1111 GREENWAY ENGINEERING WINCHESTER, VA 22602 no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 (540) 662-4185 54-A-361 \ --- Southeastern Container Corp. \ 54-A-36G Lease Building S \\ \ Kraft General Foods, Inc. E PG 13 D 62 DB 800,FAG 511 \ \ 1' Zoned, PCs 1- I Zoned : M - I \ \ I� Use : Industrial Use : Industrial K ^-'----•----a----^----�----a----a --a---'�•S�r � \p--6----a----a--_f---a__-_a__-_a _.__a s/�-O-e----a----a----o----s----e- --a----6----a----a--O a ----a-- - - �--- ®- �--�.�nca-,� -; a......-�+-�--a----a---- ----a----a----e----�----a----a----a----e-----0----a----a----a-�--a----°----�----a----a--GA — 1 — " — _ — — — _ — — — _ — GAS �--- --------- . — _--- � _ .._. i � GAS` GAS oo OFFICE I=: j 1 _J 1 0, .-,-. 153' kING Shodcay Realty:; 0 S P ABC -; �s Co. 1 DB 614, FG 140 I Zoned . M -I I 1 ' Use . Vacant / Vj I EX15TING MANUFACTURING PLANT i5"1.03210 ---------� I EX. MEL.NOR INC. I 99,000 5.F. EX. REMY EX. FF 90.25 iNTERNATIONAL � I (03,801 5,F. I I I / /' �',.I-.-....«.._._,.�,._......-�r-�_-'�'-_—.v.-----�M,-A-.�v--- �? ....-am..,...-.x,;....--r..--y_�..-..�n,..,.....<.x,...�`.�..-.b-.-.-..a...<..-.�..... � •--+r'-..:.-x..,-....Y,F�_r�. �.. y,.-...- ....ya. v x..---« ...,._.r.. w ..�_.,...er-....,...�r.... 1 1. � , . � I 1 1 _ _ L�> c A-------------- I-_ - ----- - .---- _-- --- �� - � sc'-- fd0' "W _ 91.94 N -- "�------------------------------------------------------S 41'04'35" W I \\ r _! —f' • "" "- Fort Collier Group Lease Building 01 54-A-36C 1 DB 166, Fix 13 A.M. ZUCKERMAN ET. UX Zoned : M - - - J Zoned : M - I Use : Industrial --: - Use - Vacant I M/C 'fFlir H/C Ii/C / / y GAS GAS GAS \ \ a 1p 9 w _ 9ip \ \ \ w 54-A-36 O Crider 4 Shodceq \ \ of West Virginia Zoned: M - I \ Uee : Industrial \_ N / - I I I N \ \ w D \ I y w I \ \ I \ Cl \ w ip �\ / I � \ / ' I a 54-A-36K I Fort Collier Group I I 54-A-36J Lease Building 01 DB 116, FG 233 I D Her6heg Group Zonal : M - I � WI tar, Inc. I DB 828, FG 1621 Use : Industrial I Zoned . M - I I Use : Industrial Ia I 40 20 0 40 50 I� I � 5GALE: 1" = 40' d se+ 2C ac W ZW �rl °N�o a.la r nl U n CS' Z �o W ki Row 2C W W o �' h \Zj a ul W W TH OF � I �0 1 GIi4NY M t84 EY Lic, N��1 S NAL ZO Z Q w V n� w W o O a M W 0 1 z Q W a � 0 W 0 0 Y X CC E Q a co CC MQ 0 � Z C w J J 0 V � iC w LL Q U) I 1� z 0 U U W W DATE: Sept. 24, 2009 SCALE: 1"= 40' DESIGNED BY: AS/GMH FILE NO. 2197 W SHEET 2 OF 4 N H H H H t w i if ill I I I I I I i I I I 3 I V I I 1 1 E FLOODLV IT,, I r 1> DEf ► I I C I � �IELNCRN ING, I> w1� 3-F�EAI�� ► . I I I .F I Ch ► C 1 1A —�fl-o E X, FF (o 90.2 5 1> I I I 5F, ,r _--G___-�- _� Ex GAS t'fEIER I I 1> I I I I cE a R I I Ex ► I I I Ex. OVERHEDAD D FLOODLIGN G Ex 3' DOOR h 1--w---_-,, Ex SIAMESE CONNECTIONS (b) DOO MEIER-- -- HANDICAPPED SIGN (TYP.) EX, U1A1_L Ex CONC. I I \ :. - -- : I ` VAULT CG-125 MOUNTED PAD I% 1 >7tiDi1ET cx LIGHT _.�.,- ..�-. ...�„�., -. ,.. �. �,, . 3�b ' I TOP$�b tc as \ INV.1= 6s�,13 \ _ 6va14 ,f, e._It i `�' i� � � `�' � I � I I I I i I � 1 DER 1 1 \ 6 / .. p . , p .. , �... ( -1 .5 51DElUALK, � � p., - .. �• e 5 SIDEWALK .� , �. p. , . �. - .. . �, : � COY 1 1 Cz�fG�A� L J ' _2 9 UP-5,; AREA I -2 -, e MATCH I I EX. CONCRETE LOADING AREA�� * EX. ELECTRI END e n , _ Ex EPRANSFORJ`1ER - ��'PVMT 9 9 20 �` �8 8g" 2SPACES 6eS4 a w , ; b893b I �H a' X 20' 6 --------=----- i 1 \ \ \ 891" bb93 as, I \ \ \ I 5' 9 3` IGH EVE RE CL IA 25 SP ES as �'R � A RI P • ' X 0' 3 HIGH EVE RG EN � I Q. / \ PH sl ' 2 88 CG-b e._b !mil \\ \\ \,.. 8� 69? 92 y t b34 12" 1�0,59e I I SEND SEC \\ \\ \ 9,sll 2' CURB a" - t0 REGIONAL- \\ I I I I EX. \ \ ENING \ TCH AS REQUIRED 20, SWM POND \ f 1 P 1 \\ \ \ \ LANE SIGNS " CL IA \ ' 1 \ TO BE I\OGRAVEL t0 BE -REM AND S EC-1 1 RIPRAP \ f I 5H \\ \ QN OAK ,f RELOCATED x REPLACED WIT14 BASS +� 8 INLET PROTECTION Iw EX. GRAVEL PAF ING A '' ��� ( , i �3 Ex EG SILL PENC „b > l/ be j I I Ex EP Ex EP \ \ \ HEREBY 98 �I �1 MATCH p 1 " EX. ASPHALT ACCESS ROAD EX. EP CHIFRRY � � _ iIATGN 1 1 L F \ , STRUCTION E iEP GNEP.iY oID F. ENTRANCE I 00;\,r \ \\ ` N 51'28'24" w f' - 430.50, < I \ �(o \ 1 ( 1 1 \ / o I I I 1 1 ►\ 1 I \ \ 1 \ I f 11 11 \ IN, \ I HAND I GAPED PARK I NCB AND ROUTE SHALL GOMPL'I' WITH TGG/ANS 1 A I I -7.1 2003 AND CHAPTER I I OF THE INTERNATIONAL BU I LD I NCB CODE 2006 TREE LEGEND SYMBO QUANTITY NAME HEIGHT AT TIME OF PLANTING REMARKS 13 RED MAPLE 2" CALIPER o B<B 6" ABOVE GRADE BLUE GIRL HOLLY 3' HEIGHT I. ALL PLANTINC75 SHALL CONFORM WITH SECTION 165-203.0IB OF THE FREDERIGK COUNTY ZONING ORDINANCE PLANT 5ELEGTION, PLANTING PROCEDURE AND MAINTENANCE. 2. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERIGK COUNTY PLANNING DEPARTMENT. 3. ACTUAL LOCATION OF PLANTINGS MAY VARY FROM THIS PLAN. RE5PON515LE LAND p15TURPER NAME: CERTIFICATION DATE: THE PHPON51LE LAND D15TURBER 15 THE PARTY RESPON5I5LE FOR CARRYING OUT THE LAND D15TURBING ACTIVITY A5 5ET FORTH IN THE PLAN5. • v Z z W W LU 3 W W IW ril h N � 7§ .S b ww il�TH OF 0 GINNY VE '� Lic. X438141 a � SjNAL W9 W 0 O a a H V Z W 0 J cc O CC 1, a �' a Q Q � X d p Ew-H Z CO W J J � O � U H � c W U. O U) DATE: Sept. 24, 2009 SCALE: 1"=30' DESIGNED BY. AS/GMH FILE NO. 2197W SHEET 3 OF 4 PB-1 GENERAL 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANCE NOTED IN THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS- 2. H - HEIGHT OE COVER MEASURED FROM TOP Or CULVERT TO ENSIED GRADE. 3. b EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARNO SOIL. CIRCULAR PIPE 1. D - OUTSIDE DIAMETER OF PIPE. P. d - INSM DIAMETER OF PIPE. 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIP£. X - 12" WHERE d IS LESS THAN 30", X 18" WHERE d S 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING 4ATERIAL MAY BE ELMINAIED FOR NORMAI EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PPE) 30" AND LESS N DIAMETER WITH HEIGHT OF COVER 15'OR LESS. 6• REGULAR BAOgILL MATERIAL MAY BE USED N LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE 1EXCEPT PLA911C PIPE) 30" APO LESS IN DIAMETER WITH HEIGHT OF COVER 15'OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (01-15) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. SI _ OUTSIDE SPAN DIMENSION OF PIPE, 2. 52 - INSIDE -W DIMENSION OF PIPE_ 3. R - OUTSIDE RISE DIMENSION OF PIKE. 4. X _ WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12" WHERE $2� IS LESS THAN 36", X - 18" WHERE S2 IS 35" AND GREATER 5. WHERE IXRECTFO BY THE ENGINEER_ REDOING MATERIAL MAY RE El MINATFD FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE 52 IS 38" OR LE55 AND FEIGFIT OF COV ER IW OR LESS. 6. REGULAR BACKFILL HATER'AL MAY BE USED INLIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE 52 IS 3a" OR LESS AND HEIGHT OF COVER 15' OR LESS. PIPE ARCH 1. S • SPAN DIMENSION OF PIPE. 2. R - RISE DIMENSION OF PIPE. 3, B SEE PC-1 TA13LE FOR APPLICABLE PIPE MATERIAL 4. x - WIDTH or cuum IRACKII.L MATERIAL BEYOND THE EXTREMITY Or THE PIPE, • 12" WHERE 52 IS LESS THAN 36". x • IS. WHERE 92 IS 39" AND GREATER 3 WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIAINATEO FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE 52 IS 33" OR LESS AND FLIGHT OF COVER IS' OR LFSS. 6 RECUT AR BACKFI L MATERIAL MAY BE USED N LIFU OF CLASS I BACKFIT L MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. INSTALLATION OF PIPE CULVERTS AND STORM SEWERS IEIEIR T�r'"TDI NCL NEW.1Ao4 GENERAL NOTES 302 f07.00 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 F' O) TOP VIEW FLARED END SECTIONS THREADED. ROD rMNG NUTS AND SPACERS E NOTE RIGHT SIDE VIEW FRONT VIEW PART # PIPE SIZE A B (MA}q H L W 12 in 6.50 in 10.00 in 6.50 in 25.00 in 29-00 in 1210NP (3010 mm) (165 mm) (254 mm) (165 mm) (635 mm) (737 mm) 15 in 6.50 in 10.00 in 6.50 in 25.00 in 29.00 in 1510NP (375 mm) (165 mm) (254 mm) 1l (165 mm) (635 mm) (737 mm) 18 in 7.50 in 15,00 in 6.50 in 32.00 in 3 _00 in 1810NP (450 mm) (191 mm) (381 mm) (165 mm) (813 mm) (889 mm) 24 in 7.50 in 18.00 in 6.50 in 36.00 in 45.00 in 2410NP (600 mm) (191 mm) (457 mm) (165 mm) (914 mm) (1143 mm) 30 in 7.50 in 12.00 in 8.60 in 58.00 in 63.00 in 3015NP . (750 mm) (191 mm) 1 (305 mm) (218 n1m) (1473 mm) 1 (1600 mm) 36 in 7.50 in 58.00in 63.00 In 3615NP (900 mm) (191. mm)(635 125.00in)j8.601nj mm(218 mm) (1473 mm) (1600 mm) NOTE PE THREADED ROD W/WING NUTS PROVIDED FOR END SECTIONS 12'-24�. 30' & 36" END SECTIONS REQUIRE TWO (2) THREADED RODS FOR ASSEMBLE. NOM ALL 01MEN6I0NS ARE NOMINAL - PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL-y 1H TOP OF FILL TOP OF FILL GROUND LINE H - GROUND LINE H GROUND LINE H �rrrr rrri�- r �� �� rrrrt rrir _ �rrr rir t� EARTH D•12" - I / / tr ROCKrrr /t ROCK OR D. I UNYIELDING 1 D+12 EARTH d d SOIL d D/2 4" D/2 ) D/2 BEDDING �I b 1IJ MATERIAL 1 MIN. 1/10 D BEDDING F�-O-�i X MIN. 1/10 D , x BEDDING YOFPHR X F�--D MATERIAL MIN. 1/10 D tol X MATERIAL 1 x D X MIN. 8"• FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAX. 24" ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D I E MIN. 1.5 x DTI MIN. 1.5 x D MIN. 1.5 x D 1�MIN. 1.5 x D MIN. 1.5 x D �' TOP OF rE TOP OF FILL FILL TOP OF FILL � rr/r/i �J/r/ rr�r trtrtr, N--H H � �_ = trrrir�tttrr rrrrrirrrrrrr ,+rr / /rt/t D•12." _ / GROUND r� / r/ p.1Z" _ ///// GROUND t//ttt D"1z" ttttt/irt t/tttrttt = ///t///t ////Art/ UND - NNk d LINE d/7�' LINE /i/ir d _ LINE D/2/ - i O/2 / _ D/2- ` _ )� EARTH ' - ROCK OR b MIN. 1/10 I _ `' BEDDING x (NN""���� D T X MATERIAL MIN. 1/10 D UNYIELDING r SOIL �'•E• - t MIN. 1/10* D BEDDING X �� D X BEDDING /p" PER MATERIAL EARTH MATERIAL NORMAL EARTH FOUNDATION '" of " MIN. 8". ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX. 24" OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH NOTES) SECT ON 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. EmREGULAR WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN ® EMBANKMENT AGGREGATE SIZE 25 AN 2B MAY BE USED IN PLACE OF CLASS I BACKFILL. SHEET IOF 4 S INSTALLATION OF PIPE CULVERTS AND STORM SEWERS E7EREHxE RUEREWE CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 302 REV 8/07 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107 Ol i(EViSBOP14 BY DUE_ AVV 01.31M •.w. w Nn•s w Mlw• 1 ATI111 10A7M A1rM 10.U7M 0Q70 ON51TE TYPICAL PAVEMENT SECTION NOT TO SCALE li���i��/r��6i��/i�i�r�i�i�i6i��/i��6i��6i; . • . - �11l��II�711�11. .11.=1L-1L= IL=11=1�-11-11-11- _ - • . � � awl � • - . - • . PAVEMENT DESIGN BASED ON A 3UBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REGIUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVPITSECT ( INSERTABLE SHEET A69 I DETAIL 1 DETAIL 2 _ DETAIL EC -I AA "r ss � m=11 SECTION B-B TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STORM) MINIMUM T CLASS 1 EC-3 TYPE 8 6 fps NA CLASS 2 CLASS AI DRY RIPRAP B fps 20" CLASS 3 CLASS I DRY RIPRAP 14 fps 26" CLASS 4-_. CLASS IT DRY RIPRAP 19 fps 38" A N. 3S S L B L T 9" FABRICGEOTE FABRIC TILE 9� FABRIC SECTION A -A SECTION A -A NOTES: 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHA14NEL WIDTH (W). 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR EIDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS 2, 3, AND 4 MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. 4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT. 5. PLAN AND SECTION DETAILS DEPICT CLASS 2, 3, AND 4 MATERIALS. FOR CLASS 1 INSTALLATION DETAILS SEE EC-3 TYPE B STANDARD DRAWING. USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE,BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GIROUND. OUTLET PROTECTION MINUMUM LENGTH (L) TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H sPECFICATION REFEIENCE CULVERT OUTLET PROTECTION 2245 04 VIRGINIA DEPARTMENT OF TRANSPORTATION 4014 �4 f �2., R 'a d a d \ -'d .-d -_A .-a . _ a - SEE NOTE 4 d•a-. - d 4" �2" RADIUS 7%2" X 151, MIN.L -6 . n SURF, 18" -d MAX. d BASE ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED S'ECOCATION REFEFENCE 105 502 NOTES A17�� CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3• COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASEO ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 'DOT ROAD DESIGN MANUAL. AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. SPECIFICATION REV. 9/D6 REFERENCE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 114.01 INSERTABLE SHEET A179 CG-2 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3, CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) N ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5.CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. SURFACE BASE SUBBASE STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/06fl 201. 11 • �����"� �.♦ _ _1 _ -..•e�nt�r•�rnr.�e�r.�r•�r.�t�t�t�nr�c�r�r.�t�a�t:�r.�t.�. "I � 1„I 1=11-11-1-11-11 Jir.�t���r•�r•�r.. t.%r.. e.�iy�A�����i�t�r.�i���r.�r.�r.�i_�r.�r.;;�■ IiI�� �11 _ I�����j•1�� Ijibi II f :,�H qw- i C:T 111 All A= -` ' =11=11=11=II=II.j..(.. •..j.. (.(.: (..j. �l!,l•! � � '•NI I - II,+!,�' >%j .. .. . 1 a 1 • 1 • dP %Q .;� •, 1 1 ���•��•�.\�..'J,1 4���,.�j��►����►���� Ill �•ym 1-.11-11 • ! ! • ! •. • • ! • •. • �. ; •• ~• ~• ~• •• •; •• i •• ~• i �• �• ~• 11=II=11 .. �.� �• i 1 \ y.C1 .1•� ; _I ICI ' �l���� �i��l�� map. ���'��• � X'� !:��:�ii��ir:-i%+ ?�t �•�' :i-11111, .-..,�..•Cr.XN .� �.�:� - a 1 1 ) :rl' / ,: 1 , 1 121 1 :il / - :� 1' .4' 1 1: ]I' �•,�,�•� .!•••` .^. .^` ^� •-�_•-�-,--• '.^.'.^.'.^`�,Y.,�, i \VI 1 • • 1 1 . 1.. . • , . ,.. • &ii�i�i�.�i,i�`,�imi 50,li "5 DOWELS, 8" LONG A PERMISSIBLE AT 12" GC CONSTRUCTION Ir_ - 5' MIN. JOINT 12 1 MAX EI 1 � x I z 4 � 1y 12:1 MAX N Bz'- .F �B L - RAMP I _� TRUNCATED DOMES EE TABLE)!A SEE SHEET ICE 4 FOR DETAILS _ - 5'-01MIN J SHAPE TO MATCH FACE '- OF ROADWAY CURB BACK OF CURB 48 '•1MAX 20 1 2,MIN. -� SECTION A -A PERMISSIBLE CONSTRUCTION m JOINT •' •SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 10F 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 NOTE THE REOUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. a 3-1 (n (n 0 CK 0 II II CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 1 MAX 5' MIN N VI IE A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY F SHALL BE PROVIDED FOR CROSSWALK WIRPENDIC LAR CROSSWALK THIN CROSSWALK AREA. REV. 9/06 201.03 SPEgITICAtlON REFEREN(:E CG-12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION REV,7/05 502 r VIRGINIA DEPARTMENT OF TRANSPORTATION 17.03.06 4" REINFORCED CONCRETE 3m0m PSI 4" SUBBASE (051 STONE) WIDTH VARIES SEE SITE PLAN 114" , I' I III III III III III III III_ -III III III II (�) III III II COMPACTED SUBGRADE (W% DENSITY) CONCRETE 51pEWALK DETAIL (NOT TO SCALE) • " 4 �oo e• a•.d � e :e .. a •• a N .d •Qe 4" o o � o SIGN SWILL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE.LIGHTBACKLRORED OUNDREFUCT1VE I 12- SIGN (SEE DETAIL) PC DARK COLORED 2" LETTERS OR R 3/8• BORDERIMP RESERVED a•m TOM• p' INTERNATIONAL % � 1 Pn T a BTFJrW AREA 9 9 ®� MIN. 7.0' 7.0MAX, NANpI DISPLAY CONDITIONS sYr1801-6 s' MIR UNLAWFUL PARKING THIS 4• STEEL PIPE FILLED WITH CONCRETE SPACE IS SUBJECT TO A FINE OF DARK COLORED REFLECTIVE 6' VAN ACCE881E3LE SPACE 100.00 TO i500.00 BACKGROUND MATERIAL 5' FOR REGULAR SPACE HANDICAPPED PARKING DETAIL ZUGHT COLORED I• LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED KTA. -__ ---_- -- -_- - - AT SAME POINT ADJXENT TO THE 8' AISLE cs Z_ !\ W W Z �rl e""o anew I') to W W a �TH OF 171N, 1 GINNY Mr Myll C. No a�141. Yl5'jNAL� cr O Ir-•--4• O 1- Z YCL U ^Q .J W cc � CCT V J Q ^^--" (2) x `W E--I a ' Q Z O Z E-I O O O�-4 O J O � U P' percc = .., W p W �-+ w 0LL � TO v ) w Q cc O DATE: Sept. 24, 2009 SCALE: N/A DESIGNED BY. AS/GMH FILE NO. 2197 W SHEET 4 OF 4 XX - XXX