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Home My WebLink About21-08 Sherando TN CTR Lot 4 - Retail - Opequon - Backfile (2)0 0 O d 0 of 0 0 0 i o CP I a =I z a In a 0 co 0 0 N 0 0 T 0 J 70 O 0 0 0 I U 0 v X / i C ID Ili / U., i 0 1 N Q0 11) N V (� Nd{ O L n CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including irestoration for the completed installation of the utility systems and all other Improvements shown or implied as neces:sory for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accorrdance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Vrirginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The en ineer has attempted to locate existing subsurface utilities; however, such may exist than are not shown. a t ovoid damage t o an utilities. An damac a shall be the g exercise care in this work so s o The contractor shall xer e Y .9 9 Y „. 7 hours prior to co nstrruction. Call Miss i II utili companies 2 o tractors responsibility. The contractor shall notify a contractor's Y ty P P .. p Y 1-800-552-7001. Utility" ancd locations shall io stakeout. All di mensions, elevations I responsible for all construction The contractor shall be I 3. h P be verified in the field by each contractor prior to beginning the work. The Engineer will approve aill cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhe°re to the permit conditions imposed. I the Contractor's responsibility, o e confined to the project area. An work performed offsite is C 6. All grading for improvements t b p l y p 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and starrt of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa--water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the 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 tie-in a new sewer line to an existing manhole by core drilling they manhole. 6. When an existing water (or forced sewer) main is tapped for the installation of a new liine: a) The Authority shall furnish all labor and material. b The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with thie Authority's inspector. 8. The Authority's maintenance division shall furnish and install all water meters through 2' 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 colppersetter. b. The frame and cover shall be set to final grade. C. The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authoty' ris engiineering assistant. b. An Application for Service must be made and fees Paid before work will begin. C. The Authority shall furnish and install all 5/8", 3/4' and 1" water services. d. For oil 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall fumish and install the meter vault assembly. The Authority will install the meter. e. The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (detector double check( valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, pr6vately owned fire line shall also have a fire service meter. This assembly shall be installed immediat(ely before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the, mechanical plan(s) for design and material approval of: 1) the donnestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prewention device FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction maiterials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. 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 shall govern. V2. All construction shall comp) 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 104.04(c) oif 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 developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be, - subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work 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 this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuit able 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 ergineer 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 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 identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. I 'Iv ll I I'I♦ I, ci ..II:III Ir: i 1III: 1I li' I l,•II•i I.. �I I:II I III :i I I, � I!I II I. II II LI 1lI I•.I IIII II ! i •1 ::: L IIII. , II•I1I III Ir�i liIIaI I' I `I1 .II.I. i I �I,ii.I Ij `i I. II II I � i I . I.a 11•. ... �• �Im I . 1. .•II • � III•. •:,III II,.. ILI I a I .Illu••.....Lllbl IIII .. I.,..,.. Site r'lan IIIIIp,il ly! i 1, Il,glill;I IIl'I I II I 1 I I III I I. .I I I, 4: I II I IIII, I I it I I II III II li I I. I{ i I I {: i I :1 ,I f I I I I ll ! ..•III .IItI I lun. { . { .•, LII ..u. I I .. . IIII"'ll'I . I I III ,IL I I II ...II I •:•.III .., pn I I. I I i.. I I.• I.! I 1 : 1 k I I I. I I I i ,II I I I: I II I I 'I I ►; l I d i 1 1 I' I I III IL..•II I Ir. .III Ilrn ,i Re Iit d :r�;IIII IIII I►I li ,!, 'IIIIILI �,... .I111llh, � •:' i II, IIIIPI I illy. a ;..III•. ., i e.. RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING j ACTIVITY AS SET FORTH IN.. THE PLANS. J p✓ i� k.91 --- '-�•"'- g L� SHEET INDEX Frederick County, Virginia COVER SHEET 2 SITE PLAN TAXMAP� e � 6 -A -102�' 3 ('RARING &EROSION COMROL PLAN 4 LANDSCAPING AND LI%(fING PLAN 5 STORM AND fY PROFILES do DUALS �2oed: MIl 1��-s DUALS V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 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. VI 7. Prior to VDOT acceptance of any streets, all required street signage and/or pavement morkin�s shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources p rior 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. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VOOT 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. Asphalt 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 compaction 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 larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with 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 cul verts 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 logs and report findings of foundation exploratio n 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 cost -in -place box is proposed, the thickness of bedding shdl 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 propo sed 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. Vicinity Map Scale 1 "= 2000' OCTOBER 8, 2007 REVISED: DECEMBER 3, 2007 REVISED: MARCH 7, 2008 Owner/ Developer: Sherando Towne Centre, LLC P.O. Box 2715 Winchester, Virginia 22604 (540) 667-2120 LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Tim Kelly Comcast 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Art Coleman Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman ,:OVE », ,.: 5 -c>z EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Patton H arris Rust & Associates,PC Engineers. Surveyors. Planners. Landscape Architects. Approved by Frederick County Zoning Administrator 117 East Piccadilly Street, 1 Suite 200 + Winchester, VA 22601 � A T 540.667.2139 F 540.665.0493 nLT H n " AISLDWSKY, R. ND. 020674 �-, (� Jj. Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number:�2536-2-0 Sheet Number 11- of 6 a% 0 0 0 0 0 0 a I z z w 0 Q ME 0- 00 0 co N N co 0 0 N 00 0 a 3 V) d 0 v i N O o' i v 0 i c 0 0- Cr w 0 N M N �I I I I � 0 If T.M. 86-A-102H / 1 THE MARATHON BANK / 0.97 Ac. �1 -I \INST. # 060005762 ZOitE: B2 / cn BOB a .......... z 0 M T.M. 86-A-1021 Z -_ - WARRIOR COMMONS LLC Cb 0.98 Ac. O INST. # 060012071 ZONE: B2 STATE PLANE VIPGINIA cc OD 83 - -- SP'�RRI�%,' POLE MOUNTED HANDICAP PARKING o - 1 �� Z/M!T 2 �R/VE _ I SIGNS INSTALLED PER VIRGINIA � -- lw V, M.P y STATE CODE SECTION 36-99.11. � ZNST #OS R/ES .�TWMS�_REQUIREQ)- RAMP \ ONTRACTOR T(S-VER ELETIO VAN_ _ AT EXISTING WALK lN6-Tt�Ati= -N � ENSURE TH)T OPE OF RAMP L 1 DOES NOL'EXCEED-.1:-12,_ -- --- Z \ \ as Ex 1t7BLAT.S\ \ \ \ \ j p J I ® 15 SP -- \\� /Af�PROP ELECTYP. AS i M~,\ o i _FLU . L. 8.00 8.00 i 1 1 i ofl _ a 1` N10°45'34"E 296.98' WALL INST. #q - - - - .9266 A Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 2 745.04 744.20 167 15 0.50 CPP 3 745.71 745.24 94 15 0.50 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. Storm Inlet Summary Str. No. Inv. in Inv. Out Top Elv. Type 2 745.24 745.04 750.90 DI-1 3 - 745.71 751.50 DI-1 N '45'34"E _ 487.65' - SAW--CUT---CURBANII--PAVEMENT- -- - -"-SC LL�1_. AT; ALL CONNECTION POINTS. PART OF T. 86-A`1Q2A PROP CURB TO --MEET AND - - -- \ 11.6348 Ac. MATCH EX Rim D.B. 740, P . 515 - D.B. 768, P .17 7 EX. FH ZONE: B2 X RESERVED PARKING a ANDARD R7-8 SIGN VAN ACCESSIBLE USDOT STANDARD R7-8A , MPH/CS4cALE 20 10 0 20 40 ( bV FEET J 1 inch = 20 ft. 1.5" SM12.5A 3" BM25 OVER PRIME COAT - 8" VDOT 21 B i- WELL COMPACTED SUBGRADE no ^. 4 n c 1B ;OMPACTED SUBGRADE HEAVY PAVEMENT SECTION STANDARD PAVEMENT SECTION Not to Scale Not to Scale PROJECT SUMMARY TAX IDENTIFICATION NUMBER 86-A-102F EXISTING PARCEL AREA 0.82 ACRES DEVELOPED PARCEL AREA 0.82 ACRES ZONING 62 ADDRESS WARRIOR DRIVE CURRENT USE VACANT PROPOSED USE RETAIL DISTURBED AREA 0.6 ACRES REQUI PROM FRONT (Warrior Drive) 35' 60.7' L Q o zO (n r w > [t Of W o , �� 2 zo W � a F Fn z L z Q F.o� 10,ow w I , ° v on 00 v RIGHT SIDE 0 35.6' 4- LEFT SIDE 0 80.5, REAR 0 25.0' M ;tf PARKING 5' 10' O BUILDING HEIGHT 35' (MAX.) 24'(+/-) +-+ GROUND FLOOR AREA 5,836 SQ.FT. Q .O NUMBER OF STORIES 1 (24' t) FAR ALLOWED 1 O I FAR PROVIDED 0.16 N MINIMUM LANDSCAPED AREA 0.12 AC. (157.) Mn _0 -a p O LANDSCAPED AREA PROVIDED 0.14 AC. (17%) Q o 0 N a Of Q oj3 a� > PARK!NG W PROVIDED o LOT 4 STANDARD SPACES (1/200) 30 28 a Ln LOT 4 HANDICAP SPACES 2 2 v I' LL TOTAL SPACES 30 30 Rn L LOT 4 LOADING SPACES 0 0 o L � i a) NOM: 3:+ 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE SIGNS ARE REQUIRED TO HAVE A PERMIT. ui C 2. FREE STANDING SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES, MAXIMUM FREE STANDING SIGN AREA IS 'j, C 50 SF. MAX SIGN HEIGHT= 12'. MAX. WALL MOUNTED SIGNS- ARE O 0') PERMITTED TO ENCOMPASS 20% OF THE AREA OF THE WALL TO WHICH 0. C THE SIGN IS ATTACHED, PROVIDED THAT THE TOTAL AREA OF THE WALL-MUMED DHSS SIGN DOES NOT EXCEED 200 SQUARE FEET. 3. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SIZE GLARE. 4. ALL REQUIRED EGRESS SHALL BE HAW" ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL DE ACCESSIBLE. 5. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 6. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 7. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. & ALL UTILITIES TO BE PLACED UNDERGROUND 9.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY ARE MARSHALL REQUIREMENTS: 10. FIRRANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIG NAGE SHALL. MEET r& REQUIREMENTS OF Z THE ARE MARSHALL. 11. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 303-A, ASSEMBLY USE GROUP ON THE INTERNATIONAL BALDING CODE/2003. OTHER CODE THAT APPLIES IS ACC/ANSI A117.1-03 ACCESSIBLE 8 USABLE BUILDINGS AND FACILITIES. 12 NOTE SPECIAL. INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, 001ICRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY Uj A VA LICENSED DESIGN PERSON. NO NEW ENTRANCE IN VDOT ROAD PROPOSED. TRIP GENE :MTION ATE, Im ED UM ESTMATES THIS SITE AT FULL DEVELOI'lu W WOULD GENHIATE 1478 TPD. ITE CODE 934, F%IE LANES Fire Lane markings and signage is required at all fire hydrants, fare department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements ore satisfied. LEGEND �Yi�l jli121 PIPE F u;'� PROPOSED S AIM PAVED AREA (r 21B/2- SM 12.5A) ............... PROPOSED HEAVY WIY PAVED Affgi' 21B/3' BM-25.0/1.5- SM-12.5A)• - PROPOSED CONCRETE AREA ........................................ I , PROPOSED GRASS AREA ........................................ PROPOSED EASEIIEM AREA ........................................ - - ZONING BOLINIM............................................... ZB UTILITY PEDESTALS ............................................... 0 a EXISTING STORM DR494LE 3 STRL1CT M ........................... PROPOSED STORM DRAINAGE & STRUCTURE •••••••••••••••••••••••••• - Li PROPOSED WATER MAIN ........................................... EXISTING WATER MAIN .............................................-- PROPOSED FIRE HYDRANT' .......................................... PROPOSED GATE VALVE & BOX ...................................... BASTING SAN. SEWER AND MANHOLE ............................. -}-- PROPOSED LWOW= ELECTRIC SERVICE ........................ E PROPOSED LINDIERGROIJNID TWYHOME SERVICE ........................ T PROPOSED GAS SERVICE . ......................................... G W Q 0 Cl G 0 00 � � w 0 0 o Q O O C1 c� z z m � � J C> 0 O O z O U U O W W V" � C) 0 0 w V) (n g o 0 0Cl M 0 � elf .4t 1 r-) I C 4 I O z Lii W V W ft w C I Q w D O EZ O N w O O 00 N � � W m >_ O N LLJ> w ~ LLj J W QO 0 = (n 0 Cn (n O � O V :2M U 0 z z Y U F0 Q W J W IL- 0 0 0 E: P a �i u I 0 0 0 p a I z In z w Q 0 N to N N Do 0 0 N CO Ln 0 01 3 Q CC C� 0 Q0 C) N 0' v 6 J / c 0 a `0, w 0 I N 0 ,n N V V 0 d - NE STATE PLANE VIRGINIA ,fr - ' CD, ___ ------ `Z` - G,.:�rr _ i 1 _-. RAMP -- TO VE�Y_>rEATIDN -- - \ AT EXISTING WAEKINb-T1�Ait`Afii�= .� ENSURE I ..... \ 1� OF'E OF RAMP DOES�, - � _\ /�! �\ � �• _ __. � � '"• ---- - ".. _ .__.__-.___._. /.. r •r- r r, - --_... _._._ � ' ; . ',:.. 4i ' / 'r r ;ir ::, r:: r 'ir �/ r '! y- �M7 ,.L- .-.r;/.. �! jJ. /i ',, ', -` '`. -�_. '^•-�- /`\\ 1 -- imr - err a� ! HIK / .. ... _ .:.BIKER _ .T. - a.n ` ! /- 752.33 753�60 G 6 .•�__-. __-----'� \,�.- -�--- ^ � "". - _ _ - _ . � / %/rf� f) I / /y I �/i'//y!�/� iI '�'` ;� !``- _ c CJ) \'''• \ / , '`:�. 1 \ \+ ,' I ...; R �_ -. -._. " 4"`'^�°L!.:�, !/!r ll,jF" r.,!/!/ilr 1. �i`�_..i Lr'`•, `\.. !I ,, Jl,[,r/%�!jV'//"�;.. :'{� � ,C•:' iP•��'� _ I .I . O - _.. 41" _ 75f 60 -- - --- v_.,. _ _ _�o T �, C2 1.14 1[71 ;.• /I y LOD95i5 752.90 - .751.5 ` C51. �v 6R 750.9 • � ��-'--�"-__ - _Ore 753.00752.69 752.85 753.00 'S%0�.� [� 752.0 wi , 752 75 CD , LOD 5 10 ii /� 751 ;;�— ----PROPOSED RETAIL O- 752.88 753.00 5836 S.F. ;IC0 29.2 SP. REQ'D. (1 /200) 30 SPACES PROVIDED ?�l / /r ; F _ ; E FF ELEV=753.00 ;Fri i `. 752.9075 26 i 5200.,! I < J/ SAW CUT CURB AND PAVEMENTj,f' 753.00 752.00 `,' �' ., J, .7.53,0-0---- - - - _.____ - AT ALL CONNECTION POINTS ,r \\`'' M 75 .90 _ PROP CURB TO MEET AND / MATCH EX. CURB. X , 5r_ S�DEY1`ALsi\ e , _ _ -• -: <'...__ �__... � _. �. . .. .�= /_ __EONTRACT TO VERIFY _lN r�,,sIM ea:» - .,�:- _'.: _.. _.. ._ -:a.,. .�-... — — ®-� �t-tau t�-�,._r .��u-'�/�n1 E. r OR � El AND PR ,S \ , i C. \\ 4, r' N ,u ,/ter ` , SAW -CUT -CURB- AND-PAVEMENT"T— -- AT. ALL CONNECTION POINTS. i PROP CURB TO- M€ET -AND --- ---\ i I j MATCH EX., \ i i I�•Y..1-/ i I � > -------- J I �R,4PH/CSC�4LE 20 70 0 20 40 IN FEE7 1 Inch = 20 ft. ADAQUATE DRAINA j f 1P / EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURD- & G1fM............. DRAINAGE •FLOW .. ...... .......... .. DOSW - GRADE. ........ .. ..... PROPOSED GRADE ................... PROPOSED EASEMENT -AREA -.`.......... PROPOSED -SILT. FENCE ................. INLET PROTECTION .................. LIMITS OF DISTURBANCE ............. .. DRAINAGE DMDE... .... ........ ... SF SF— IP IP Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 Ibs Tall Fescue per ac. 12 lb. Annual Rye per ac. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 I s German Mille per ac. M through September) b t p (ay g p ) 60 lb. Annual Rye per ac. (October through April) 450 Ibs. 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. BLOCK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET WIRE SCREEN RUNOFF OVERFLOW WATER WITH SEDIMENT SEDIMENT GRAVEL FILTER WIRE SCREEN / - - 2" X 4' WOOD STUD ►•fir„ram .�:.�� ICONCRETE BLOCK FILTERED WATER Fill" CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC STONE CONSTRUCTION ENTRANCE 70' MIN. E)CIST]IN PAVEMENT 1 Al 3 5:1 1 FILTER CLOTH 6' MIN. I MOUNTABLE BERM AI (OPTIONAL) SIDE ELEVATION :XISTING GROUND 70' MIN. B*UIRED 10' MIN. _}_ • f1N. 12' MIN. EXISTING PAVEMENT VDOT #1 I AGE 10MIN. COURSE AGGREGATE B T❑ SEDIMENT TRAPPING DEVICE MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION — _ FILTER CLOTH --' SECTION A —A REINFLrc�cli wrv�,ccrc SECTION B—B 3' MIN. 3' MIN. SOURCE: ADAPTED from 1983 Nandand Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3,02-1 BLOCKi GRAVEL D.r. INLET SCREENSEDIMENT FIL TER WIRE •BLOCK GRAVEL* FILTER WIRE SCREEN FILTERED WATER RUNOFF WATER WITH I►�I.� � ��%ems*1��,�i� �t�j'J•�,�j� �ZZ%.��i++� � �►•c�I IIw�Iyw, w�►1` r�• �00 SEDIVE.� _ .�!��~�� sires. II-11-1 DROP INLET WITH GATE SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. ' GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC CONSTRUCTION OF A ,SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. / r G 4, BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC III , �` WIRE I I PLATE 3.07-8 S SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, benood h Full PLATE. 3.07-3 PLATE. 3.05-1 III � • i if Aff J Od* 0 W 0 IIN- Z Z 0 C� U Z 0 O 0 x LLI LAJ - 0 N m 0 0 00 N Q w LL_ O W !� 1L m W 0 r7 W U L1 ___1 I LLI c0 0 _ Un o cn crn O� z � 1- c0 Q � 2 � 0U N z z 0 w x O z CD U L1J W _ J _ 0 C) ILL. INN VIRGINIA STAIC PLANE NAD 83 z-Z zz —zz .Z > 7, 4� U, V" WHEN PLANTING SHRUBS/IN IS, AR EA REA CONTRACTOR�` ----SHALCztONFIRM LOCATION T7/ 2?77;7/7 x 7/777,7, 7 IL T OF U 7 7. V/1" . . . ...... v F7F71 �)p 61 1 (!561 X\ NIP < < 00 41, 00, e T\ .54 A 4 j }�\Q PRGROSED RETAIL 5836 S.F. I Ln 29.2 SP. REQ'D. (1/200) 30 SPACES PROVIDED 00 h 41 01 `0 Y, .-�-5',-S1DEWALX ---------- 0 ------ - ----- Y-) z" ORW) V/0 SO4L E 20 10 0 20 40 /Af FEET I inch = 20 ft. SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE PLAN I' TOOLED I HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF CURB 8' GALVANIZED GROU ROD. BOND TO POL J3 STEEL REINFORCE TIES @ V-6" O.C. 14 STEEL REINFORCE BARS #4 STEEL REINFORCEMENT BARS #3 STEEL REINFORCEMENT TIES 0 1'-6" O.C. LIGHT POLE TO BE GALVANIZED STEEL WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. LIGHT POLE UGHT POLE BASE WITH COVER PLATE NONSHPJNK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. 1'-8" 0 CONCRETE BASE P.V.C. CONDUIT AT 2'-6- BELOW GRADE TO PANEL. DOTE: L UNDERGROUND WIRING "0 BE IN NON-METALLIC CONDUIT NOT TO SCALE LIGHT POLE FOUNDATION DETAIL ou LITHONIA KAD 40OW MH 1-FIXTURE MOUNTING HEIGHT-20' ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFFSITE GLARE ONTO AWNING PROPERTIES AND RIGHT-OF- Arni-Muffuited Unis Culuff • j1d.=46 11 ILI kv cvij. d I ;i L411Wfl. KAD F.1 11ilj Jla tr, Ct11J:. 1.11 IS. ri k i dm,.L L,i, f:mr'n Ilrir, i7reet of cir-, rell r if tvic: r vie 14 - 71 In rewr TV- It) I,` 1,11) LA If :IFI36I 1 4'1 Al-, Irrrrcf c, I- t - tit- rn---r In irr AC4 lmiv.- I-,,- F.m. Ill' 1-1 rift- 5;-. r teimcvr pw.xpor -ri ti :L- It. Oki, Mt Tr-1 -r—J-f--rr--rq—rro3;1-r v ;,i , 4: :A, A -1- 1,11, %Wbt I.lj:e 9)15,r�7K e,0 (FoN-ri-zo: hnirrin to I rrt• V4' e,r - i—,% I TT I 4wtoi AA-,vf* 111A % 1! 1 M nr.17 fro * —�.qy I ... P IT %V I A -. N. yr T r A? -kill "'If1w A r, I I cm-Irs— -rLyw-rzvw�,,ll-1 1- 1%-# rr 177P i A Iqr? 19 14bil IN.4-I'l(A' -X141-911 '4141 ;:ttelmr V -it-lxFxo, .44, c -Aui-W irod 9A-o n rcur All it it, d I -4 1,, 4 41 IN ................ ..... . KAD 411(4111121 SPOW I IW As 1Z '.A 1191.1.ml an: !!Q.14 7-4j: p. L I I LN ax, Ivalol , I d. , len 117V ff� - I , of rift IT-* TIT It .6 rr -C ICU 7.6.t w1w. :W..:, ei-or, 2.7 1'34 I Z.t. -At al ttt *474' r-L— v.- -tcqv:J- h 7.- 117*d 6 A -,. t, WAM'4 al; ".'Ai 0n% Tit To Ill WAIT 3 .1 31; :41 — too'.{ goij A A. 'X,* —, j ..".i I 173 Q5 A14 141 zo. FICA Vw,. It L R',%0.7 A I M: )14 K'1011 �,r Tm-r i; �hr SCAPI Tr x to "i L To r. trio z 1,41 WA 1.1 L.— Cut 2 ro I rs'.. A. 1% 06. TLD K. NI "IV 4tq .—I It im L 0 A, 7N Prune codorninant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all togs and labels Cut away all boiling ropes I Remove top of wire basket Widen and score hole, wall Remove container and cut circling roots W container -grown, or as much burlap as possible if field grown PLANTING SCHEDULE Leave solid soil pedestal - do not dig deeper than ball depth Dig hole 2-3 times root ball width TREE PLANTER DETAIL no W* IMA i A SEEDING REQUIREMENTS A1,L DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6 OF TOPSOIL AND BE SDDED. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. Fr. DO NOT prune terminal leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk —Soil well to contain water UNAMENDED backfill soil Partially boackfill, water to settle soil, finish backfilling I ---Area for water drainage MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL. BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. PARKING LANDSCAPING PAVEMENT AREA 12,122 S.F. PAVEMENT TREES REQUIRED —6 0 1/2000 SQ. Fr. PAVEMENT TREES PROVIDED 6 INTERIOR TREES REQUIRED 3 (01/10 Sp.) INTERIOR TREES PROVIDED 3 TOTAL TREES REQUIRED 9 TOTAL TREES PROVIDED 9 MINIMUM LANDSCAPED AREA REQUIRED— 0.12 AC. (15%) LANDSCAPED AREA PROVIDED 0.14 X (17%) -4— ea < (D CIL 0 Cf) Ln -0 0 0 j- N 0 0 0 r- __j < CO co 06 o) > 0) 0') U) 0 It .1t "t 4 U) to a_ LL U) U) 0 Q) 3: D + U) cf) 0 0- L1.j 0 Z Z < :5 0 CL z CL 0 Z U):E 0 Z 45 LLJ. LLJ C.) j LAJ W O M M M LI-j 0 00 00 t�LL (D (D C) I-- "I L&j r- re) 0 0 CS1 z 0 0UI 00 N xr. 0 In M M -1 LLI gr-- LLJ w M __j :2 ¢M M 0 0 0 LIJ z > Ld 0 Of I < Lij D < 0 (-) :E Cf) 0 V)cn U-j Uj z V) LAJ (n LLJO z te) 6 —j Cor) LLJ o LLJ V) 0 Lj Ckf C < < Of Of < LIJ z n C-4 < LIJ Lli z Lij ft� :E -i n 0 U E Wool, 75 EX 750 Of C.5 v) �745� �- 0 i-- � Q J O O of to O C/) U O W _ Q O I zUjCL 0� OJtY>G U U-1 a- W \ 2 / I T P�OP. i i G RAU ADE i ti 94.171 I-C2 G6 91— 0- 5 CPP - _ J 00.5 I - I Jh� 1, CPP1 N Z Nx X W Q J N MU X UW N U� -C3 C5� _ F IZO +CD 7 O>? I _ I cn +p» �- I OHz2^- 0+00 0-+50 1 +00 1 +50 2+00 2+50 STORM PROFILE GRAPHIC SCALE 50" 25' 0' 50' 900' 1 INCH = 50 ft. HORY 1 INCH = 5 ft, VERT. M U n D i-O> yF-Z SECTION A -A s' ufermw S" E 8'aV ± dlMn e[ t� NOTES ' WA)M" ON K O Or 1 to !t 2r. roe Alien Z T tri2q4 C 6T O 6C��0Pi�[Tt 4DOWLSAU NWAS DYT Idlsi TNew 1trLLii 'STAM)AR0 01-1. 3itt T M .. ��u d parch2- x a- 1W ow 04 irw A40 SPECIFIED THE PLAKS 1Trl FB �+fa76 aTi-0-3 #FM ALT TE OES�CISi D MErtBtlEa RM TIE WVVMT OF THE OUTFOLL WE To THE TOP W THE i-r 111111#41111EM WEEP HOLE (+ENaECLO mv4,=wky MMmI+AE ." IM+ N� OR QNYAMO SFEIX M C4*AMR *Ar NL%WR a JY+IvrOM +•qME E CLOT14 ,rAOIADRLrD rmky TO nt QAITSIOL S W04 WCtFED ON THE PLAAS THE 110WERT I& Qr TNC 5TNIACTU"g' TO BE SHAPED IN At300NOAWE MTH STANDARD 9. ALL WINI tOINC SML SNAT,L MANE A tK IS-1. THE COST OF FUIILSIitC AND PLAtDW ALL COVER OF 2"- W1TDMXS IMZMAL TO THE SHAPING IS TO BE NCLIIOED N TIE M PRIM FOR TK 51=RPE, 10. AALLLL OPENOORCIIOC STEEL TO LIE CUT CLEAR OF 4, N THE EVENT TEE WERT Or THE Ck"rAIILL PPE Rs w5j" WHAN TINS aOTTOM 7NE n, COST-04 PL04X CONCa4ETE 15 TO K CUSS 43 =Tuq TIE NVEnt or 9 1 1,VM PPP, P7GECW WI�RETE fi TO BE MEvEr4I STAWANC OR /nOlfmd OF wAtll� 4iAPP PLL TM TIE 3TItlICT1MiE TIE OOST Of FYp+c9HY1G Q. ALL SPLICES M BARS V 70 9E A � 8i JM FLACON& ALL MATEOWS WIDENTAL TO 40 09AWTM 420'L THE Stt+AtitAC IS TO GE ar+ClAloEa M1 TTE BID PRACE F01R THE STPDXTUJIE, 03. F OPTIONAL OONSTRUCTK101 im is USED. S. STEPS ARE RlwMMI). TOR 13CTALS SAE IT IS TO ME NETED. STANDARD ST^i 14. FOR DETALS AUK QWftP0NS.ET9, Or OEM[ AND 6, THIS REM MAY BE PRECAST OR CAST-M-PLACE. STEEL. OR CAST IRON COLLAR 8EE SFAIDAm 01-1, ti►►�e.4.. clot!. a^ pr�� .iab. =I r I A, item. SM Ncl• S. FA IF ..,...J F J< ` 16 "1 t'G•s n t2^ c-c 1 Eke H im l6 r tartwi SECTION THROUGH ELEVATION I1 WO BIG STILL S01MLt WAW SIZE NO RECID LDOPH Bert to 46 94" 4 W 3'-It r BP. K 40 H.6- AWThOMATE OIAWRTES FOR INIMIL! 4T0'/ DEPTH CQN KTE ONVATCH: CONI ft[ WI tY 3•2111111 IV 5.03 fist a.10 pot 10996 .AAtf la be 6000 For *beh *dims" 1"t PI Avopk dNH OAAS Cu. YAL rl enenerrtr 08.7 Lb.. of r~&j Wtat STANDARD DROP INLET 23.1 12" - 24" PIPE: DEPTH (H) 10' TO 20' 30 V093" dEPAlttr@Mt or TRAl4PONTA11ON IM4,02 Vatvco, Inc valve box assembly lid: Figure No. 7 marked Sr WED' top section: Figure No. 7S28T0 bottom section: Figure No. IBOB24 a e concrete sW pad 9� forel 18' dia. x 6' deep 1101 r4'stone Panella Model PA4SV-CSK (41 cast iron o�G ckwort cap with standard gasket and brass plug having a countersunk square (lead V�V heavy Well All pipe and flBings shall be SDR 26 heavy wall sewer. SEWER CLEANOUT _1 g_ 6-3A;38,3C EIaPaNS10lI *Alt MR vap i,imr FRONT CLEVATICIN IWTWN rawaymi zwPE A PIOSE KTAA< p4A/L ACC LdW MMFM C6-3 6 CO-2 WIN4 O& .. TYK 4 NOSE OETNL SWU BE LGEO MAIN td-2 STA NOM M, TYPE A TOPE 4I &&VAftl3tEd PLATE FOP INK h TO BE LENT 04 M4, N* t OF #&3a• COenEt`14ft AM IS TO BE AYNDIWO WIN 14, K 4" STUD SWAB NOSE DETAILS *ELDEO TO AIEm PLATC aT YC-t. [M= L a'3c L I. FLOW 1 i jLJIO _l j ArCA U% OR ORADES F%A USE PI SALTS 1 114 sw$ TO 9E STMETOWA STANDARD CURB DROP INLET 12" - 30" PIPE: MAXIMUM DEPTH (H) 8' VOP U "PA 41 ENT OF 7RANSPORTAtI" varies at property One (see rote 2) concrete pad 18' dia. x fi deep = 4' roadway box— z CTS polyeM,yfene tubing (PET)2WPSI W/ SS inserts at am cast in place access 2'custom setter(nuAw door, centered in by FCSA) top (see Wrote 1) meter Interface unit (see note 4) —z max, flat top A� for 4' diameter manhole finished gad. � 2 T & riser section for 4' : diameter mantole 12' with c uftx is 7 3, min. ' soOd support bbclo � stone bedd"agt under custom seller 12 gauge solid insulated copper wePJ X RP coupling for line tracing, pig s taped at 10 toot intervals MIP plastic plug NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) 41 non -traffic area - model no. S1 R3030 b) in traffic area - model no. HIR2424 2. Water service crossing street shall be encased in SCH 40 PVC or SDR 21 pipe. The piping shell nun from one foot beyond sic across street, to one foot beyond sidewalk. 3. Install 12 gauge solid insulated copper wire (for One tracing) from carp. 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; wrap around bottom of angle ball valve; terminate with 12' tail piece]. 4. Meier Interface unit requires 1 314' diameter hole. CUTOUT DETAIL (tYpica9 THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 1 1/20 and 2" METER INSTALLATION MAY 06 -8- JUN 06 %.-saddle with corporation stop water main ball valve curb stop with PJ (CTS) both ends wtth 2' gabs valve operating nut SECTION A -A I f- KEYED UMST. XIINT SECTION 8-9 .. =7 Ii' no 1/. a 41 SIU0 INEAR UWCTM Mt7LM t0 Andf 11W AT T C C. - '' PATEYFJMT .;� 11AltF(1`A#tAtnftrENT A"r"1 DETAL WHEN USED ADJACENT TO CURB WITHOUT GUTTER 3TNfT ! Of xwax 233 307 V Uj U yid L Q V Q r0 O0 I N U) L N a 7C3 o O ct Q o N O J Df Q otf a� > N M c CD0 U Lo a r-� I-, U F- LL Vi (� •L O L � 2 Un + i to O �Id � W J H i— U W D O t1 Z 0 Q V) Of r LLI in O 04 0 00 L0 (I w W �— m 0 I— w Q0 0 o in 0M L- O N J O :3 O QCO U 0 z w O LD (n Q W 0 O LL- r CG-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 1F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FURL WIDTH OF THE 777:7 RAMP FLOOR BY 2 FOOT N LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARPING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY ()SING PERMISSIBLE CONSTRUCTION JCNT WITH REQURED BARS. 4. E RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.; 5. REOVAED BARS ARE TO BE NO.5 X &" PLACED )'CENTER TO CENTER ALONG 't BOTH SIDES OF THE RAMP FLOOR, MID•DEPTH OF RAMP FLOOR. MINIMUM i2-t MAX_ CONCRETE COVER 1112". 6. CURB / CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED N PAYMENT FOR CUR& / CURB AND CUTTER,77 TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER, THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RICH) OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHLN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT BE LOCATED BEHIND V0-4CLE STOP LINES. EXISTING LIGHT POLES, FUZE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTNUOUS tIA UNOBSTRUCTED. STABLE, FLRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED SR ** AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL. OR TANGENTIAL SECTIONS PROVIDED THAT _.7- -- 2. MIN AT * HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND .2" EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT;K)K AS TOP OF CURB PERPENDICULAR TO THE CURB. ,SAME 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADICANNOT TYPE IC ACCRA"F�REFERATE THE TURNING TO STANDARD CG-113 COMMERCIAL ENTRNTS OF TED HEAVY ANCE (HEAVYUCK PARALLEL & PERPPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH, TO. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH. THE MGNPM(HM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6` - 2.4` TRUIVNCATED DOME C-C 00 O 0 0 0 0 0 0 O) O O 0 0 0 0 0 0 0 0 0 0 0 O) 0 0 0 0 OT 00000000 00100000; + To 0 0 0 0 0 0 0 0 0 O) O O 0 0 0-R o0 0 0 0 0 0 0 0 0 O) 0 0 0 0 oSO7. - 65X OFBASF. DIAMETER 0 0 0 0 0 0 0 0 0) 0 0 0 0 0 Top NAM 0 0 0 0 0 0 0 0 0 0) 00 0 0 0 I- 09" - 1.4" VARIABLE 8ASE DIAMETER AY LIMITS -PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACE MYEWM« GENERAL NOTES 105 REV.7/05 502 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 A PERMISSIBLE CONSTRUCTION #5 JOINT DOWELS, B" LONG n 12' C-C 4. 0, co MIN. I N1- 2' TRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS A TYPICAL DESIGN a'-011 4'-0" BACK OF CURB T211 MAX. 48:1 MAX. 20,1 SECTION A -A (+-2 MIN-.•� CONSTRUCTION JOINT SECTION B-B NOTE- FOR GENERA. NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1OF 4, A 4' SOUARE LAtONG AREA OUTSIDE OF TRAVELWAY SHALL Y BE PROVIDED WITHIN THE MARKED iT CROSSWALK AREA (/)cn ]G U N 1n CnOSSW 9K U n ALTERATIONS TYPICAL PLACEMENT OSSWAL TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LAHIDV40 (48" WIDE) REQUIRED AT TOP OF CURB RAJA. MINIMUM CURB RAMP LENGTH B FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERAT04S. SHEET 2 OF 4 CC-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 VRGNIA DEPARTMENT OF TRANSPORTATION 2D3.05A INSERTABLE SHEET A179 CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST 1N PLACE, 4000 PSI IF PRECAST. J. COMBINATION CURB L GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SMALL BE PAID FUR AS RADIAL COMBINATION CURB L GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER �y�(L BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. S. 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. , 7" �, .� - '•- - -- ^ - - ^ - THE BOTTOM OF THE CURB AND CUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REF10 NGE COMBINATION 6" CURB & GUTTER 502 REV.9/06 VRCNIA DEPARTMENT OF TRANSPORTATION 201.03 4d io Q Vil' Q d 0 ? r7 d d d Q .. _! r\ G 'a d e _ d d 4 c 6- CG-6R Note: Comb. Curti & gutter having a radius of 300' or less (along face of curb) shall be paid for as radial combination curb & gutter. This item may be precast or cast in place. Concrete to be Class A3 if cast in place, 4000 PSI if precast. •5 DOWELS. B" LONG A PERMISSIBLE CG-12 AT 12" C-C TIRUCTION 11 5 MIN. 12:1 MAX .-y� 121 MAX RAMP TRUNCATE z B D DOSES fSEE TABLE> A SEE SHEET 1 OF 4 FOR DETAILS 5'-0" MN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48S1 20 :1 SECTION A -A PERMSS48LE 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 N PERCENT MINIMUM RAMP LENGTH IN FEET 4" CM13 6" CURB 0 4 6 1 5 7 2 5 B 3 6 9 4 B 12 5 10 15 6 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP - IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. n C i .01 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK MTOWOM CC-12 DETECTABLE WARNING SURFACE 02 TYPE B (PARALLEL) APPLICATION REV.7/05 VIRCUA DEPARTMENT OF TRANSPORTATION 203,06 1* Ove* (1YPw) 4'x 4' WOOD RAIL 1'x 8' R0,uQ SAWN BOARDS6 -4 LONG. SLOPE FOR DRABLIGE w/1- mew 6'x 6'WOO{TREATED) [4N- / PO SE Bk $ 51TYPIck) DNI. BOLTS 4'x 4' WnoD RAC 6- CONCRETE SLAB WK "(SEMI wCOWXU LA(1 SLAB KMIST GREASE ABSORPTION) U_ :n VDOT CG-6 12' Dlk all WINE EXPANSION JOINT AT FOOTING \ CH POST (fix FOOTING ) SECTION A ' 0 0 � E'`,Y ` 4r- 3' SQUARE - STEEL TUBING 1 1 2' SWAR!E STEEL TUBING. SHOP ALL JOINTS ALL - (2) 6- CONCRETE V-V FRIED POST �J PLAN VIEW 10 1 9' � CAPS C ON DB09SIOlS MAY VERIY FOR SOUJD CON4EC110NS 3' 1W 8 ROUGH SAWN 9*0 -4' LONG M'TH 31ir SP BE1w a BOARDS FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL DRILL HOLES TN cx>NCRLre TO LOCK CARES IN OPEN AND CLOSED POSITM (2) 2e LONG 3/8' RODS �y y .0 GRADE (CONIC. APRON) EX5-INC OR PPOPCSED SCEWALK OR SID_WA4 SPACE EXPAN-1- .OAT h ` i � l 1 UN'AV_' SPACE A, INSEFTAE--- Sh=ET A-78 LII«ITS OF-- F I lA F PEDES,FIAN ,EO-S-�p.� C'-- ACCESS RCUTE w10TH �F % OJ FILTH OF EVTRAVCF 4' _0.. `•iN -T f %2 crI J NIA. 2• T /' 4•iO" ,,4h. F.XPANSF-N .OitT F i TR�VERS1.3:.E J• A'+_? SPF�_ SLOE--)- �` UhPd'+ L• SPh F UNP A = S2 PEDESTRIAN ACCESS P.OUI E DETnL 1 w w E = MY) (10N? RO-T-OF-19AY I$ FEQ,�2"D L- THE ' VAITS UI OF PEDESTRIPP: *';,I -SS RCU-= L4j EXTEND B-rY=+ID c.� EX'�TING Oi PP.03DS_D '•:.CT RG-IT-cF :,UR3 14CLUOEC N '0 a ENTRANCE C-'7.ER _ r s � o Lj y u ~ o ®=ECL:;TiLMV ACCEES ROTES FROVTLf A CO\7FNUU;US F_,'W LINE t ;NOSS,PUCT=C.STAOLE,=RL• A\[i S_F P.=513TAN- 000'.o-o•oa- -AEH CCNNECTIVG A-_ /QCE5516_= ��`MEN'(° CF ,4 -o • a- --XU-Y THA- CAN BL FY.'ROd ALi ENT_REC AkC ENTPNNCE ;"ID -H L,•SED EY eXS , ANS. SECTION = -F +h1C'tl OF GU-T H EX=PNSIOY JC{NIT D_51P«3_ Ktli im 16 ABSC.-UTE NNMJ'A 12' EC•;E OF ZNr-&ENT HlLr PLAIN W, IF PEDESTRIAN %-CC_SS ROUT: AR= 3E*4G ' POVIDED, A. W)7t1U1( 4 TRAVcRS'..LE tlA7TH A MAX. 2/. CROSS iJP=. �2'-C•'-+I WH=n USED IN CON,.JN. -IDN 'LATH STANDARD y• c. CG 3 OP C'-7.THE CURB FACE OX -HS S`A%CARD IS, TO H` AL03STED TO KA`0• --I_ - MCiI).TPELE CLRB CCtFIGU3AT10N. r • o . • o : ' Cx N.vxaBo'Jc�- C.ECIIJN E-E CLTR l uvt,YA j 6"� _sau;AI-K S=AC: FACE OF CURR -� ' zx NO2uA1 GJT'ER � '2X MAY,. S.Cf'E ,'M1 �. 7'.. a. I i' ° • • t;. ' Uhl' o 1 CLASS A3. I, A-GR. BA_:E -YFE T S.ZF 7'J= 5•_O" 5'-'0-' F ?'Olh; Cf G=kALE CHFNCE- ^ 'OR ^CURB AND CUTTER ONLY # e. •?. ICI. sr WALK CURB AplC v"iFTTE� o ' • o • o "LT CGPNCLTcW NTLY * x -.2 X wXc-Alm CCR.EASE :H S AA -CPE .- M NIIAIJV lO' INTERVALS ' � • � '9' "V X z x 3 x MAXP-ILW DECREASE N SLOPE FU ; FIRS- TO' ATERYu AD SECTION D C CTIOid C-C 8 7: NAXRIUk DECREASE F:R SICCEEDIVG MNI'JUM 10' INT_HVALS R ST,",�ID,RCI GJT-ER 542 FG; LSE I.NP,A�.'tA-ED SP:'.Cil: 3ET'v%'EE,, CJRB & S 11F'1,"JALK ,. `i1?G1\IA 7 '.4R-'.riNT DF '.'RAN'T-CR H ON I2C3.D2 ` O (n CO z J w O Z O C)w z �- w � O o w > o Ld 0 w w of V) CD INN J W Y O Z Q p owe O �pw O UO N(nZ _ w C7 U)' N Q �O Li0w LJ L� 0 o Ld a O C: 0 �onOf Wo0 - V t% 4-P U vI .� Q) -C Q V Q O C) I N (n L0 M -0 p O Q U p N O J Q CO CD otS (L) > CYi 0-) - N rN c O O U F- LL N Cn O L Q) L 2 U) + c cn O a� aW w Z 0 N Q 40 0 < 00 LL- C- LML! Q W O w �- L,L U w -j F- w QO U = U) 0 Un (n 00 z sj- O U U w 0 z U u> Q w w w _ -L 0 0 U LL-- !� 0 0 0 U 0 0 0 / N to D 0 v / ti CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work inclwding restoration for the completed installation of the utility systems and all other Improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, sppecifications for all work to be in accordance with appepalicable Standards and Construction Specifications of The Vir inia Department of Transportation, Virginia Drtment of Health, Frederick County Sanitation Authority and the contract documents. 2. The en ineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. g shall be the The contractor shall exercise care n this work so as to avoid damage to any utilities. Any damage . I Call "Miss The contractor sha ll notify all utility comp anies 72 hours nor to construction. contractors responsibility.y ty p P .. n 1- 00-552-7001. utlllt 8 s d locations shall elevatlorn an stakeout. All dimensions, for all construction t y tractor shall be responsible 3. The con be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be Irmmediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures an+d start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.ffcso-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from Nate of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the tirme of construction. 4. The contractor shall coordinate with and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drillinag the manhole. 6. When an existing water (or forced sewer) main is tapped for the installation of a anew line: a) The Authority shall furnish all labor and material. b The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated width the Authority's inspector. 8. The Authority's maintenance division shall fumish and install all water meters throucgh 2" in size. It is the contractor's responsbRity 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 thle 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 to be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authority's engineering assistant. b. An Application for Service must be made and fees Paid before work will begin. C. The Authority shall furnish and install all 5/8", 3/4' and 1" water service$. d. For all 1 1/2" and 2" water services, the Authority shall make the tap an+d bring the piping to the property line. The contractor shall fumish and install the meter vault assembly. The Authority will install the meter. e. The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or, RPZ, as required). The assembly shall meet ASSE standard No. 1048 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. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the: domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. 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 shall govern. V2. All construction shall compl 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 104.04((c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, includiing traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utilitty 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 thesle plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic mmy be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work 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 this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous; basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during ands at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a mInimlum 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., unsuit able soils, springs, sinkholes, voids, caves, et(c.) 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 ergineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOTf representative prior to placement and fill. Where CBR testing is required, a VDOT representatiwe 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 identifiied and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. I•I I I + + I a + I I I I• I I I I I I I i I I I �I I •I � I I I �'I I I�• I I •I , I• I II I I' .I I I ► I. I II I I I + I + f I I I I I I I I + I I I� I� I I i II• I, I I, + I.I h. I. I.I I• I .I •I ' .��+III .., li.l) I,.. .I 1� . „r• .,•II•, ILA. .,,I. ,.IL,. I •' „L a „� I � 6 ..• .....I Site Plan l'► it llj ►�' I I , I l i I . , I I I I I I I I I 1 I I� I I. I. I I I { I ..I i I �I .I I I I II+ I ,I I I I I I I ,I .I I I II II .I I � I I I I•II . I. I I. 1 I I + I I I t lle.a •,�Ill''� 'I'I III,,•II, � I ► +IIIIII'1111,� I,I I� I, I, + •• ITill I. ,,,,,,,,,,,IIIldllll 6,,....,,.+ILL I:' 4Ii i+ll,. IIIII IIIII , II,,• I + �I I+ I I (I I II IIr,'Illil IIIIII,��• .atilt . II ,. I11111,� IIIIIII' ,I I I II 1 I I I , II II 1 I ll III • �,�,, I'II III �+ ;II ,I IIIII III �. I �•�I. { II. 1 ► I I I .I;n„ ry II,,, .,,I.l.i•,. ..dl�.Ll... ;�{ul,,. .,II,I:, Vn„ RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. / _r U L 1 1J tl� l.i _i 1 l.t 1 lJ 1 AJ 'L 1 1 li ti 1 SHEET INDEX Frederick County, Virginia 1 COVER SHEET 2 SITE PLAN TAXMAP 86-A-102F 3 GRADING k EROSION CONTROL PLAN 4 LANDSCAPING AND IkHIfING PLAN Zoned. 5 SfORN AND UfILIIY PROFlLES do DEfNLS B-2 s nErats V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T - 99 Method A, within plus or minus 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 any streets, all required street signage and/or pavement morkQs shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources p rior 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. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VfM-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. Asphalt 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 compaction 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 larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with 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 cul verts 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 logs and report findings of foundation exploratio n 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 shdl 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 propo sed 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. Vicinity Map Scale 1 "= 2000' OCTOBER 8, 2007 REVISED: DECEMBER 3, 2007 REVISED: MARCH 7, 2008 Owner/ Developer: Sherando Towne Centre, LLC P.O. Box 2715 Winchester, Virginia 22604 (540) 667-2120 LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Tim Kelly Comcast 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Art Coleman Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (540) 869 1111 P.O.C. Tim Hockman Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, ��H o,C- Suite 200 �P r +A Q � Winchester, V A 2 2 6 01 g ISLOWSKY, R. Z T 540.667.2139 U N0. 020674 F 540.665.0493 S� 21-bpi EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches; stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: 12%WW-2-0 Sheet Number 1 of s yil UU 0 p l 0 0 0 p a I z z w 0 co 0 N N 00 0 0 co \ 0 a 01 3 H 0 'z+ / a� 0 y / 0 J / C 0 n / rn C w / 0 1 N Ln N V N 2 !1 a ti T.ML 86-A-i02H � j 1, THE IMARATr i0N BANK 0.97 Ac./ �► \ IN # 060005762 -7-1� 01 7777 li" ;WARRIOR COMMONS LLC Cb\` 0.98 Ac. O INST. # 060012071 CV ZONE: B2 1b STATE PLANE VIRGINIA co AD 83 R/p ! ( ' - - -- POLE MOUNTED HANDICAP PARKING o - -- - s'°sFo 41,yl SIGNS INSTALLED PER VIRGINIA � --- 25 \\ R/GY �A M'.P, y STATE CODE SECTION 36-99.11. ZNS`T. �+'�£s 7 (TW REQUIRED) _- ti RAMP --- 110 VFrRIFY ELEUATLabL AT EXISTING WA ---TRAILAND - ENSURE JH�J=SLOPE OF RAMP - I DOES _ _ ► \ EX. FH --j T LAT. STUB,- v / ---� rn EKA r' rn v� \ n ., o \. + U, C, _ r J NC, E \ ,s.00',- N is \'~�\ / _�- S PROP ELEC __ pAC -Ft t� '' f 4 TYP. S \\ \\ \ ' _ __ ._-_.-.,---..•-1,. � _ _, f t y„ __ a._'�__ .. • f \\ \ - 1 N1 0°45'34"E 296.98 \ \7 W`dAL( 1 1NST Culvert Summary 01 7777 li" ;WARRIOR COMMONS LLC Cb\` 0.98 Ac. O INST. # 060012071 CV ZONE: B2 1b STATE PLANE VIRGINIA co AD 83 R/p ! ( ' - - -- POLE MOUNTED HANDICAP PARKING o - -- - s'°sFo 41,yl SIGNS INSTALLED PER VIRGINIA � --- 25 \\ R/GY �A M'.P, y STATE CODE SECTION 36-99.11. ZNS`T. �+'�£s 7 (TW REQUIRED) _- ti RAMP --- 110 VFrRIFY ELEUATLabL AT EXISTING WA ---TRAILAND - ENSURE JH�J=SLOPE OF RAMP - I DOES _ _ ► \ EX. FH --j T LAT. STUB,- v / ---� rn EKA r' rn v� \ n ., o \. + U, C, _ r J NC, E \ ,s.00',- N is \'~�\ / _�- S PROP ELEC __ pAC -Ft t� '' f 4 TYP. S \\ \\ \ ' _ __ ._-_.-.,---..•-1,. � _ _, f t y„ __ a._'�__ .. • f \\ \ - 1 N1 0°45'34"E 296.98 \ \7 W`dAL( 1 1NST Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 2 745.04 744.20 167 15 0.50 CPP 3 745.71 1 745.24 1 94 1 15 1 0.50 1 CPP NOTE ALL CPP IS TO BE GRUMPLFR SMOOTHCORE OR EQUIVALTENT. Storm Inlet Summary Str. No. Inv. In Inv. Out Top Elv. Type 2 745,24 745.04 750.90 DI-1 3 - 745.71 751.50 DI-1 8w i 1 SANE-CUT-CURBAND--PAVEMENT I AT, ALL CONNECTION POINTS. PROP CURB JO-ME-T-AND -- -- \ M�TCH E,1 - RfD- PART OF TA, 86-A `102A 11.6348 Ac. D.B. 740, P. 515 D.B. 768, Pf 17 7 EX. FH ZONE: B2 j RESERVED PARKING USDOT STANDARD R7-8 VAN ACCESSIBLE USDOT STANDARD R7-8A L - 1� ,GRAPH/CS4 20 10 0 20 40 (/NFEETJ I in = 20 ft. 1.5" SM12.5A 3" BM25 OVER PRIME COAT - 8" VDOT 21 B i- WELL COMPACTED SUBGRADE 1B ;OMPACTED SUBGRADE HEAVY PAVEMENT SECTION STANDARD PAVEMENT SECTION Not to Scale Not to Scale TAX IDENTIFICATION NUMBER 86-A-102F EXITING PARCEL AREA 0.82 ACRES DEVELOPED PARCEL AREA 0.82 ACRES ZONING B2 ADDRESS WARRIOR DRIVE CURRENT USE VACANT PROPOSED USE RETAIL DISTURBED AREA 0.6 ACRES SIETBACKS REQU1 FRONT (Warrnor Drive) 35' PROVI 60.7' RIGHT SIDE 0 35.6' LEFT SIDE 0 80.5' REAR 0 25.0' PARKING 5' 10' BUILDING HEIGHT 35' (MAX.) 24'(+/-) GROUND FLOOR AREA 5,836 SQ.FT. NUMBER OF STORIES 1 (24' t) FAR ALLOWED 1 FAR PROVIDED 0.16 MINIMUM LANDSCAPED AREA 0.12 AC. (157.) LANDSCAPED AREA PROVIDED 0.14 AC. (17%) ►t : Gi! ' ��li I P,I" LOT 4 STANDARD SPACES (1/200) 30 28 LOT 4 HANDICAP SPACES 2 2 TOTAL SPACES 30 LOT 4 LOADING SPACES 0 0 NOTES: 1. Ali SIGNS INSTALLED ON K PROPERTY KI COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE SIGNS ARE REQUIRED TO HAVE A PERM11 2. FREE STANDING SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES, MA)NUM FREE STANDING SIGN AREA IS 50 W. MAX. SIGN HEIGHT= 12'. MAX. WALL MOUNTED SIGNS- ARE PERMITTED TO ENCOMPASS 20% OF THE AREA OF THE WALL TO WHICH THE SIGN IS ATTACHED, PROVIDED THAT THE TOTAL AREA OF THE WALL -MOUNTED BUSINIESS SIGN DOES NOT EXCEED 200 SQUARE FEET. 3. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 4. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHAIt BE ACCESSIBLE 5. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 6. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 7. NO STEEP SLOPE, WEEL.ANDS, WOODLAND OR OTHER ENVIRONI60TAL FEATURES EXIST. 8. ALL UTILITIES TO BE PLACED UNDERGROUND 9. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARS'HA L. REQUIREMENTS. 10. FIRELANE MANNG SHALL BE PROVIDED AT ALL FU HYDRANT AND THE F.D.C. THE STRING CURB PANTING AND SIGNAGE SHALL FEET THE REQUIREMENTS OF THE FIRE MARSHALL 11. BUILDINGS SHALL COMPLY WITH THE VRGINIA UNIFORM STATENDE BUILDING CODE AND SECTION 303-A, ASSEMBLY USE GROUP ON THE INTERNATIONAL BLOWING CODE/2003. OTHER CODE THAT APPLIES IS ICC/ANSI A117.1-03 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES. Q NOTE SPECK INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VRGIIA LICENSED DESIGN PERSON. NO NEW ENTRANCE IN VDOT ROAD PROPOSED. Fire Lane makings and signoge is required at all fire hydrants, fire department connections, cu6M not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. LEGEND 95!111� ffllt PROPOSED SGILM PAVED AREA (8' 218/2' SM 12.* ............. PROPOSED HEAVY DUTY PAVED AREA(8' 218/3' 8M-25.0/1.5' SM-12.5A)$ •�►� 11411.121 ..1 • Loa► ► �• r• 1 ► � a' L : •�• « ''1'1,'al •a' « L G►`�rpx\ J 4 3 Z p JQ Q 0 o w �- w z 0 ¢r L" 2, O Y v`�cn-- (n r d Co "WOW LU I.i vU (nof �a O °w 00. v rri s�. -_1 U N :' a� cc Q v O v 1 0U) LO N) -a o O d Q ° 0�' r-_ J Q co c0 06 • (D +� N J - , a �o C) tY. 0 F- LL Ui 'L o L � cCt L' = cn + = 6 O(D Q O 0) a Li w J W W Z w 7 O � � � W OC)C). I z V CD co -1117 Iz z M 0 M 0 J 0:: O w > >- U a � can tt% VV) OWC w oo� oQ F� O J 0 z z Y Q w w rz 3-- 0 0 U LL 0 U a 6 0 I 0 0 0 n a I Z 3 Z w 0 Q z a N N N 00 0 0 N co Lo rn 3 Q IY C) 0 Q0 U N G 0_ / 0 J / c G 0_ L 0) c w / 0 I N cD N V m �o a_ r. - A -E PANE - VIRGINIA83 NAD ST _ - it F w r01 4.11 v -1 \ ^ _ • y , i RAMI P CONiTRAC1 OR TO VERIFY- EL-E=uATION_ -,-�.� -ter AT [EXISTING WALKIhtG PiL==�N[�---- ENSIURE TFIAYSLOPE OF RAMP -- - _ s DOE'S - - - _yT EXCEED 1:12. - - - -- - - �i / E ,/'/v/, -...� l..ar-�+'i'r"� :rL,a,�.'u:'."'r1t`•'i.��'f> ,+-, /, / •r/,J/�,iri iC7/^7 y;t "'Tnvr„--_ .�.� -`_ �-_^ 'J-'-,` 'i / ^\ >Ex e m --- _- r•.,, 52. - I J. • �9 - R j ... .�, .-. -`. .': _ ✓:_,"-,,.. ::'', :., .; i _' -y Jt � -__._ ___ -_..r_ �-4 /ii;i/r/, j.' /,. �;u.., J: tJ:,'rVi \ ,>.t\ 00 ,... fi li -- r '� ,, / iJ , /• _etc rr� ,rjn_ a _ 4D C2 , , I 7. _ , F _ 71.4 S VAv LOD : 752.90 751.5 �., j \\.. __4 \ I � G I - 50.9 ' / JC6 I ` 752.85 753.00 753.06 752.69 'SIO� 752.0 / emu/ 11 20 o " 752.75� �� I l _ -., LOD \ 75 10 751.90 - ?- Q PROPOSED RETAIL 752.88 753.00 583�6 S.F. 1 29.2 SP. REQ'D. (1 /200) 1/7 30 SPACES PROVIDED %I` 1 1 ii { ^. _NqFF ELEV-753.00 I Fri 75 .50 CG-e \ it C 1. 3 75 .26 h 752.90 \ 52.00 L, ___... CUT CURB AND ME " SAW ,PAVE NT/''I' r / �4 �" k • 1 r` . I %� AT ALL CONNECTION POINTS j 3- - 75 00. 753.00 752.00 y; ff,/ 75 .90 752.9wwftlwoI a4 ,` PROP CURB TO MEET AND J MATCH EX. CURB.'' 5 , _SIDEWA[ C CONTRACTOR TO VERIFY`',EX.: / :- � JJ ELEVATIONS AND PR ' I LOD ADAQUATE DRAINA \� O is �P I ,-, ., :., '\ P,-,.-..__ T.t r'i' „ - _-..___ _- ___ ,� tY! - _ . __._._ _ -- _ ___.--.- __-.._._..__._'_ ,�i \✓J _-- _-..-_--_____.__----__.__--_- j;.,af __- _-__ -- -__ __ /, , t x' l ; r _ r SAIN-CUT-CURB AND PAVEMENT ! AT % I ALL CONNECTION POINTS. \ I PROP CURBAN MATCH EX, it II R4PH/0SCWAF 20 10 0 20 40 /N FEET 1 inch = 20 ft- r ��'�- 01 I k'6" EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE ' PROPOSED CM - & GUTTER .............. DRAINAGE -FLOW ........................ EXISiM - GRADE ...................... , PROPOSED GRADE ...... ............. PROPOSED EASEMENT -AREA ... .......... PROPOSED -SILT- FENCE ................ SF SF - INLET PROTECTION .............. IP IP LIMITS OF DISTURDANGE ............. .. - -3 1 ® ® m ®00 LO D DRAINAGE DMDE...................... Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per ac. 12 lb. Annual Rye per ac. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 lbs German Millet per oc. (May through September) 60 lb. Annual Rye per ac. (October through April) 450 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. BLOCK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET -� O WIRE SCREEN RUNOFF OVERFLOW WATER WITH SEDIMENT SEDIMENT GRAVEL FILTER WIRE SCREEN / 2" X 4' WOOD STUD •mil '�''�i�!` CONCRETE • FILTERED WATER IIIII Tn i �" CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. " GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 S STONE CONSTRUCTION ENTRANCE EXISTING GROUND 70' MIN. FILTER CLOTH - 6" MIN I AI SIDE ELEVATION 12' MIN. 70' MIN. B WASHRACK I I- REQUIRED L- VDOT #1 I I ~� POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION FILTER CLOTH -� or SECTION A -A SECTION B-B EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) 1 ' IN. t- SOURCE: ADAPTED from 19H 11a and Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3,01-1 BLOCK AND GRAVEL DROP INLET SEDIMENT FIL TER -1 1 1 1 1 1 1 1 1 [A Il. [III[ DROP INLET WITH GATE SEDIMENT l SPECIM, C APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACYPY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. ' GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. I-,-- I -, 0 FLOW 1k I1 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOIi' 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. PLATE. 3.07-3 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 berwod iE TTdn CD C:) Cn m z w CD CD Z O v IL O z O.. 0 o W V Cn w w Of cn � III • �.% U) a-4- U d � � L Q .� Q) r\ O I � U r- U) Ln N 0 0 ,;t Q 0 "' 0 _t sY Q Q0 Q0 on Q) > 0') 0) N N 47 r,-) N) 0 0 Lo a LL N O L >1 L N = cn C to 0� to O' 0. LLj 0 W Z Z f� 0 C� 0 Z 0 f� W 0 LLJ F_ 0 0 N /O�/�N01 O ' - 1 l.iM t I..L 0 ►� Lit F- wU LLI _j I- w �c 0 0 = (n 0 Cn Cn 0 z O Q � U v N z z o oz C) W � _ -1 r-) 0 U LL 9- VIRGINIA STAB PLAN,----� AD 83 0 el _ Y Ij —�^ i i .. r . / i, v., -r rJ -' --- —. _ _ WHEN PLANTING SHRU y; zBSi`IN( ._'THIS . AREA CONTRACTOR,'` - s 7 - SHA F RM LL'CO I LOCA 0 Tl N . , , / _ / ,, / /. � ,:,/ ' , ,/ ,:, r., >' , •-�,,,_ �. - _ _ OFy�yl1TILITIES ../r ,i/1 A. ! r, ri/r/. .// ,/ r /: ni,`. J. /. /./ / ;1 rT?, �..- l,:y.' /, i'•/ `.-.-.,... _ , _ "'."�,.. _ ., l.rl.•.,.,..L'»�.::..:......,.I..,�.,...:./..�..„.,.��..11� �..�.....,_d._.:..1.::.. l>,c;.,.C:.1<;...L ' -''./ 11 r ✓., ., r i� ,j; x _ � .z. "„-_ t -_ F , - .... �„-------•-_•__...............� /: /% /., o:� !%if �/ f' /- //i ..-7�Wi�/ /• r i.: �' ,...�'z` � 1 � -... _ ..,� .r... __: .. -_�--- _ '—_ _._ ,',`•- :,_yt!�/j `Jr //�/, f7/r-`/ tie_;-/--�•4. /% i / l !� f /'r/ /�7 '^-,�^ '.. _-` ,.�� _ ��'. ••c+-..r �-:,.+,[r Ir � j i/ r / i �`�'�.. % I r 1 / � I"/? a~ `~"�\._ ,..� 7^`4 �"`-�„ � ��-'-•.. _ 1� 1 ' 1 1�S 1 � ' I al 4 1 I. 1 i I'ta 1 I r7 I V CL t o ,,. U o a W 00 U) �i N � 00.+ o �. 00 ff fa �:, II 1 3 0 z J O N C) Q V) v Of i 6 J V Y a- C W _ 0 i N t7 rn N u 0 a 0- i I j I I 4 ( { f I I j 1 1 / r _ f f I �7 yam,/, t' y, CCR.4ANOSeWE 20 10 0 20 40 ( /N FEET ) 1 inch = 20 ft. SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES M V-6" O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. 1' TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF CURB � 8' GALVANIZED GROUT ROD. BOND TO POL #3 STEEL REINFORCE TIES 0 1'-6° O.C. 14 STEEL REINFORCE BARS LIGHT POLE LIGHT POLE BASE KITH COVER PLATE UONSHRiNK LOAD BEARING GROUT 4NCHOR BOLTS FURNISHED NITH LIGHT POLE. BOLT SIZE 'ROJECTION AND BOLT 'IRCLE PER MANUFACTURER'S 3ECOMMENDATION. 1'-8• 0 CONCRETE BASE '.V.C. CONDUIT AT 2'-6• BELOW GRADE TO PANEL. DOTE: a UNDERGROUND WIRING '0 BE IN NON-METALLIC CONDUIT NOT TO SCALE LIGHT POLE FOUNDATION DETAIL oo L ITHONIA KAD 40OW MH 1-FIXTURE MOUNTING HEIGHT-20' ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFFSITE GLARE ONTO ADJOINING PROPERTIES AND RIGHT-OF-WAY. }•}P ''J,�y� }z 4?`J '�jf x Arne-Fi omi,bil IIIIIIIIIIIIIIIIII[F1u7 W;I$ C+I►nil ;>;� N ," ^ �C#A n r... ht,,.L Ij>► •r11 iGla Stlll trl_01 t[17 tIlU La KAD r I _.[ V I� /L • :TILL. t,l'J il. P.• ` tlunlu Lal t•1 al Lt!(unr J �rle !. 1 ?a, rMrri l:ll: I it }, 'Hll al -'ti lei { Ir "i•11111 i l: t. r• Co 7:A«1 !} 11 fit-19+'r hB.lal i° i1:1� Ilf..!Lr'' r.:a1e. 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(•7t ti Tau INS li A 1. la.i •Lt is' 3114 7:Jdl It LI'htI Lrt AV I7:4102 Ken fiv 11 -d It r•I•a•r:•. ;:7L' ;Alr .•.ti( • Jr xl� • .� } « �ti1.ITtw cell Tr•4 !S ,. le _t >rJ eflll IF ..I tr :xi. a.:. aC2 'u !T it •t C+D Z:9L ::: i J 1 ...:Jk s7 rrl f :•r r t+*I. ncc(a* c h ♦; Cr0 Y(Id a do iX• rY57Y 4 :• 1rr : I' J LIP.L7Jt UAJ +n 11' al 111a a ,. s. 9W 'l jI# isr x+1 J•+t m•xt 711Dd L J fA A. hBl l.It .R �I Cap •*1ry Re . 11 .:.. x:. %TDX "zal `ttcar. 17 Novr , Ertl 'Ira Sr5K :4 IJ -vV. }.(.13..i.x.,"+•- S„t Lau ax-41 ■s,n ,• ,. aia class vs.; r.L¢h• ei R ♦a:-:,ItI Up :314 IiliD •4rroar ,2r SCNl STr xill sri:.,1=.'ca.:! tell Jil'Vr Lw:Il:r L4•-'+r •• a £ 7' ..r1 Eel/ o "I RRafI:.YK 1 ••, + ,.. r«. r 7A trY.! lap K)1+1 MM abr I tIt" nna-13^•'"w Itt]i.c % 71.w.74 ay i r:•Jlr.lrr¢ It 6-: ..1 . M I a .r w J J.•_... st'sl.I Y rY t sIn e, i , -.•'>:'1 Y ,..,rl ti^•..:l lt• �. S ....J rc}tiei ,•ti.`� , :. PSK�v {4 :: � +ii.�Fj+'rttra}x ,r • � '4 •{tr+.' w+.y Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket �C> I Widen and score hole wall Remove container and cut circling roots 9 container —grown, or as much burlap as possible if field grown PLQMG SCHEDULE 4 a DO NOT prune terminal leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches r% Prune suckers 2a-3" mulch kept away from trunk r ,—Soli well to contain water Leave solid soil pedestal — do not dig deeper than ball depth Dig hole 2-3 times root ball width a I ' R, 1 11 l • •1�,ti rlIITI,•, ue SEEDING REQUIREMENTS AFL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6 OF TOPSOIL AND BE SDDED. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSTTE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT. p. -Ian UNAMENDED backfll soil Partially backf ll, water to settle soil, finish backfilling Area for water drainage MAIrMANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE ANY PLANT SUBSTITUTIONS MUST BE ,APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. PARKING LANDSCAPING PAVEMENT AREA 12,122 S.F. PAVEMENT TREES REQUIRED 6 ® 1/2000 SQ. FT. PAVEMENT TREES PROVIDED 6 INTERIOR TREES REQUIRED 3 (01/10 SP.) INTERIOR TREES PROVIDED 3 TOTAL TREES REQUIRED 9 TOTAL TREES PROVIDED 9 MINIMUM LANDSCAPED AREA REQUIRED 0.12 AC. (157.) LANDSCAPED AREA PROVIDED 0.14 AC. (17%) CD o z m z Uj W M ¢ M o Z c.> � ov 0 3 o _ U ' a o �Q Q o w Ld (n J Cn � w � o � o Q � a MINI- -IZ 1% ■ v Ui U Q) d � Q 0-) n co O C I N U U) Ln N_0 -00 0 Q 0 N O � a coo CD 06 (1) > 0) Q) J N rN) 00 C0J EL U F— LL >V O 7h. (1) RS i _ U) = cri O a) *a a) C_ C aw 0 Z Z :5 0 CL Z CL <( Z U - V 0 Z J J:5 — MR 40 $90-C CV w O O 00 N 0 W &11 IL_ O M W LLJ _1 W QO U = (n t� U) V) of z M O Q U UQ Z z Y O 3: U LLij � _ LLJ C� d U E 9- 75 EX 750 §7451 O J � � O Qzo U CD Uj Q�=N� Of_QOi 2:wo O J IY X U W Il Li \ 2 / I PROP. G KAUt ADE I 94.17 { 5" cPQ �0.501 I - - N 15 CPP c� �•' '< I N w a� J to � � N I r� U >c U iLLrS N z i6 U d- j -��CEo 04 04 _ (n in Nd- cT o`t II r- HrI d !II ��^ II II II :D CD Z O � z z X z L'Ir IIZD �illZ0 F O Z Z pp -- ---- ----�--E 0+00 0+50 1+00 1+50 2+00 2+50 STORM PROFILE GRAPHIC SCALE 50' 25' 0' 50, 100' 1 /NCH = 50 ft. HORY 1 /NCH = 5 ft. VERT. YJh1A iBar� H W�14 (NOTES 1T ' ' ` ' ' 7 rru %4#221 7 i Y�p[lP1M Mom! 10 IJt#$ THAN t10 LLIE tAMtArtt p•L Rt2q#CA �yyta�tp9 BE �pTPNLEC�EftD iM3K�t+AWAS tea aD.MCEMT S1LTTtt�W f H [X TG LSTrt a^ 2- TIE `it` CIREnMStM SWWN 04 IM 'S►A1rl^VS tatty Not" WAY 1� Pflnr�CKrSEE � t b-3, # FOR MLTEIIMtATE CE3 tt IFFI I�THE WIERt OF THE[OWFALl a �Ti 11, Rl� Er.4-4 n ' 9" 1, t Y Ae1atK rreTrtA 7[IIrtU Km§&F I E CLC"HOLIEM OR GOLVMM STEOL M WAM x fur 1nCCIAKIER t70at0tTldrCS *AM MLNOER 4 rEaM ► AVEOPE r11114T tp TfK QOtH1 AW�110REr0 COTSCE i St1pICTURE. • ` 3 NnFH SPECIFIED lk4 T+L PiA#B THE 1kVERT 16Or TO BE BNAPEO IN Ar=MAWE VATH 5TA11OAIiD R. ALL rYElrldSkOW STEEL SISMILL HAVE A IAI. t5.1. THE COW OF F►RdISHI C AMD PLMXW ALL 0VER OF 2-- WITOL" NmEM X TO TM 9NAPN0 15 TO BE • 4 INCLUDED N TW M PRIM Ft3R THE STWXtWE, 10. IRIQW TO IE CAJT CLEAR CF ALL IW5 6Y ?TEEL 4, N THE EVE r TW WERT Or THE OUVA1LL Tr T-2- tY' PPE TS W_J" inAR THE COTTpN Or TH[ 11, COGF-14 R.AQ C04O ETE IS TO 6E CLASS 43 7 , T e1TtRI 0r 7 i t "7e S�rtL EC 9w�[id 1rb 13000 Ppl. PRECAST "W.RETE IS TO SHE ruin .ATMs iM1EvFttt srA1FrlIt OR I+OItOew t7F TM1EIt 4400 Pik N TIE STiid1[TttlE T►E 45D9T fir Fl/iM9r►M1C it. ALL Sk tf3 M aARS V TO BE A tlOM OF SECTION A -A r C$NM a *0 F11.000 ^L MATE111O S, N UX111TAa TO 40 OLArI tMS 420'a o eto bM. Calar ti4e M"i, THE SKAII +!C IS TO BE 40CLUXD MI THE BID PRICE "M 'DIE TIR SICTURE, 13. WOPTIONAL OONSTRUCTIOM JONT 15 USED, S. sTtPS ME RUX 0. MR DETAas stt rT rt TO M KEYED. b WANOARD ST-i ` '11- 14. TOR DETAKS AM OI`EIti+0MS.4;TC.Or QtATC ANP ..� i. TM ITEM e1A(Y BE PRECAST OR CAST-WPLAC. STEEL OR MT PON COLLAR IKE 3t.AIDAII'D 04-1, A .e v Pee • t,� * #11IpI, S" Plot• 5, u X)L0� A +C)Z O Je+nt i owe 14 ir 4-4 I3 4otar tog* q's4ors n a- c'c m H eAtea carves SECTION THROUGH ELEVATION R MONONG iTM $t1 Lt WA W 912E NO FAAID LD CTH Berl H eS >tAaR1•7a 3'-t4° OWN 4b 4 +4� MIF110mtaaTE OuRif tTES FOR WWAM 4101 DEPTH G TC FIFE DVWNR Ir 0 IV !Mm BSt 1e•' p,1�.s 44? t4' 6Aai Lida Mw wtvii Alt ie be *dew to oatdr 00ML et loot P1 &P4a dMN 0.44S Cu. Y41a. e/ eenrtete 3& 7 t ba. of ritlibW aeg Meet STANDARD DROP INLET 237 12" — 24" PIPE: DEPTH (H) 10" TO 20' _W Yrk4MM 0[r+AllItlmtlif fir 11111M P0RTA110M IU+Zi Et_&%x°Be WIN E!ff'1Nwn VEEP "ME FRONT ELE'VATQN 1yai mw Rtwavwl T K A 64M CETAIL F44L , W t1SM Off" CG-3 • CG-7 STrM1W 01 TTHL 6 offE EETAIL 9*41 K UNO 1111111 CC-2 WA 40M E TYPK A rTK 6 CXVANM PLATE T'OR T'yK IL To BE WH ► h My AINLiit OF dW 30• t>atauE loos me I& To EE AtR10Ntma W"" 41� 6T1n SKMt NOSE DETAILS +A4k n 'r0 ww PLATC AAJ ?C-C. W°3lM L a'3C L nttltttl�tttltttttitltr� ��..... ■ = FLdt. I t •�L 1 J .� Tilt USE On ORAIOE'S :�R USE 04 5005 Wim TAgt$ TO 9E STMEI'MCAL STANDARD CUBE DROP INLET 12" - 30t1 PIPE: MAXIMUM DEPTH (H') - 8' VeIp" WPJA1100 OF TRrMWORT,U" KEYED cjmT..IOIMT mR A kaw SECTION 8-8 AM IiL, 4, stub IWAR COMCtIE T011 WCD rd AhOtE # MAT r C-C. • PAtEIII 1FARII #0KIERT DETAIL WHEN USED ADJACENT TO CUTS WITHOUT GUTTER SIKEY 1OF —^� WWI" 233 301 J )A � J __ Q O o w� mow _ U" vcni 10'�LW �U' LL_ O 0' � 0 00 _ cast in place access r custom Satter(matw by door, centered in FCSA) -1 top (see note 1) meter interface F- ValvcO, Inc valve box assembly: varies unit (see note 4) F- lid: Figure No. 7 marked SEINER top section: Figure No 7S26TO at property One 7 max flat lop a' d bottom section: Figure No. IBOB24 (see note 2) for �''j /ttshed /_ manhole dace pad IS' deep 1 AL Made concrete skid pad 1 furstled l it dia x 6° deep grade 4 • A roadway bo _-M27° - 29. 3 riser section for 4' 1o• :� 4,sfotte tubing � 12, diameter manhole with cutouts w/ SS inserts at a1 ri » Parneila Model PAASV-CSK (41) cast not 48° min. deanout cap with standard gasket and brass �CS`y p plug having a casltersunk square head odo 2° min. 4 heavy wall eo° :: ::::::::::::..:-- ....... ... . »� stone bedding t> td u setter brick base saddle with 12 gauge solid insulated F stop copper was for line tracing, X ng, cou P�9 w corporation taped at 10 foot intervals MIP plastic plug Y wafer motif sewer main W bond ball valve curb stop with PJ (CTS) both ends with r NOTES: -.1,. -}�--Y gate valve operating nut 1. Access door shalt be by Halliday Products .......... _ ..... _ ......... _ _ _ .... ............ .. or our approved equal: a) In non -traffic area - model no. S1 R3030 b) In traffic area -model no. Ht R2424 2. Water service crossing street shall be encased in stone SCH 40 PVC or SDR 21 pipe. The plpkV shag run from one foot beyond sidev a across street, to one foot beyond sidewalk. All pipe and fittings shall be SDR 26 heavy wall sewer. ' / 6° 3. Install 12 gauge sobd Insulated copper wire (for Ine trading) from oorp. stop to into the meter box I wrap wire around oorp. stop; wire to be taped to top of PET at 10 foot Intervals; come up Into meter box; wrap around bottom of angle bag valve; terminate with 12'tail piece). 4. Meter interface unit requires 1 9/4' dwneier hole. CUTOUT DETAIL (typical) THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE SEWER CLEANOUT 1 1/20 and 2" METER INSTALLATION -19- MAY 06 $ JUN 06 CD o cn _J m z w J _-s w O Z Ir- U O [If a w Q U O o tJ > C1 cn W IY rn a IOC I- O w D O d c i V) Q. 4- 0 N +' °I•� L Q rn ._ (D ►� Q � O I N U) L0 N � Q 0 oo J Q co cfl °Q V) Q) �.+ _j T N C: rN c 0 0 U F- tL C0 L 0 tL N _ v) + C � O a� °id Q) 4a C Cc G. w V) J F- 0 O N w O 00 In II W m O F- L1J 0 O U) [A I N) N J F- O `d .O Q00 U v Q 1 N 0 w o z � z U Q w J 0 0 L� !• cc•72 GENERAL NOTES: 1. THE. DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT 'INTEGRAL SURFACE COVERING THE FULL WIDTH OF T14E RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERU- WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST.HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.) 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG 1 T BOTH SIDES OF THE RAMP FLOOR, MID•DEPTH OF RAMP FLOOR, MINIMUM R 12:7 MAX CONCRETE COVER 112' 6. CURB / CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND CUTTER. - TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEISND VEHICLE STOP LINES, EXISTING LIGHT POLES. FIRE 121 IAAHI HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOLIS 1L B •IF UNOBSTRUCTED. STABLE FIRM AND SLIP RESISTANT PATH CONNECTING ALL 12_1 MAXI i ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 5 � AND USED BY PEDESTRIANS. _]--- XX B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2• MIN AT YC , 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND tf` EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENOICUAAR TO THE CURB. AT XX , SAME AS TOP OF CURB 9. TYPICAL CONCRETE SDEWk-K IS 4" THICK. WHEN THE ENTRANCE RADICA"QNOT i'YPE C ACCOMMODATAFF,REFERTHE TO STANDARD CG-1TURNNG 3 COMMERCIAL ENTRANCE NTS OF ANTICIPATEAVY TRUCK R(HEAVY PARALLEL ,& PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED N CONJUNCTION WITH A SHARED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" - 2.4" TRUNNCATED DOME C C 0 0 0 0 0a 0 0 0 0 0 0 0 0 0 0 0 0 0 CO O OOOOOOOT + 4 0 0 0 0 0 0 C) 0 O O 00 0 0 0 N o `' 0 O 0 o 0 0 o C) 0 0 0 O 0 0 O O'e U -( 0 0 0 0 0 0 OJ 0 0 0 0 O 0 0 0 Z 0.2" SOZ - 65X OF BASE DIAMETER 0 0 0 0 0 0 0) 0 0 0 0 O0 0TOP AM o 0 0 0 0 0 0) 0 0 0 0 0 0 0 VARIABLE BASE DWMETER �4'W#fMUM. �PAYr LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DIETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACE w REV.7/05 GENERAL NOTES 105 203.05 1 VIRCMA DEPARTMENT OF TRANSPORTATION 502 CG-12 PERMISSIBLE A CONSTRUCTION M5 DOWELS. B" LONG JOINT 4' O 0 12' C-C 4 � ire B 1 _` ` B 77a7 "� TRUNCATED DOMES SEE SHEET 1OF 4 FOR DETAILS A TYPICAL DESIGN 81-01, 4'_0" BACK OF CURB 12=1 MAX. 48:1 MAX. 20* 1 SECTION A -A f•+2 A4,N:�•� RwssNeLE CONSTRUCTION JOINT SECTION B-B WE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET IOF 4. A 4'SOUARE LANDING AREA OUTSIDE OF Y TRAVELWAY SHALL BE PROVIDED WITHIN THE CROSSWALK AREA. V)in Y U In CROSSWALK ALTERATIONS Y 3 to In -=0 IY 0 Q� OSSWAL.K TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK(WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING C48" WOE) REQUIRED AT TOP OF CURS RAW, MINIIK)M CURB RAP LENGTH 8 FEET FOR NEW CONSTRUCTIDN.6 FEET FOR ALTERATIONS. SHEET 2 OF 4 CC-12 DETECTABLE WARNING SURFACE 05 TYPE A (PERPENDICULAR) APPLICATION502 NEW 7/05 VItGNIA DEPARTMENT OF TRANSPORTATION 203.05A INSERTABLE SHEET A179 GG-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 L CUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAR) FOR AS RADIAL COMBINATION CURB G GUTTER. 4-FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER BE CON5TRi)CTED PARALLEL TO THE SLOPE 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. . D 6 a a 1".1 ♦ a 7„ O • - - - - - - - - - - THE BOTTOM OF TI•i£ CURB AND CUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REF1 COMBINATION 6" CURB & GUTTER 145 502 REV.9/06 VI1GIdA DEPARTMENT OF TRANSPORTATION201.03 44 to 1p11` d . 1P d d d d n 4 'a .4 a . 4 6' CG-6R Note: Comb. curb & gutter having m radius of 300' or less (along face of curb) shall be paid for as radial combination curb & gutter. This item may be precast or cast in place. Concrete to be Class A3 if cost in 1place, 4000 PSI if precast. CG-t2 05 DOWELS, B" LONG A RIASSOLE AT 12" C-C -OKI �TTRUHCTKXN B� z B (SEE TABLES A SEE SHEET 1IOOFF 4 FOR DETAILS 5`0" MIN SHAPE TO MATCH ACE OF ROADWAY CLRB BACK OF CURB 4B = = 1 MNAX 20 = 1 48 i MAJL SECTION A -A 5 MIN. 12:1 MAX m� 12:1 MAX RAMP TRtpNCATF PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE- FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE N 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 s w 1s 6 1 14 15 NOTE: THE REQUiREO LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 41% CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 5' MIN N f A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PER,CROSSWALK SSWALLK WITHIN THE MARKED CROSSWALK AREA. CC-12 DETECTABLE WARNING SURFACE a2 TYPE B (PARALLEL) APPLICATION REV.7/05 VIRGILIA DEPARTMENT OF TRANSPORTATION 203.06 1* o1w.0p (tYPw) 4'x 4' WOOD RAIL 1 x 8' ROUGfj SAWN BOARDS 6 SLAGOM --4 LONG. SLOPE FOR DRA9NAGf W/1. OVERLAP 6x 6' ffREATED) PPOOSSf( (WWOOD 4_ �BkSE 5/DUL BOLTS 4'x 4' WOOD RAL V CONCRETE SLAB W/ 66 A WIRE MESH (SEAL CONCRETE SLAB AGAINST GREASE ABSORPRON) :o VDOT CG-6 CON CONCRRETE EVANSIO N JOINT AT FOOTING EACH POST FOOTING (IYPRCAI. OF 4) SECTION A O (2) 6' coNCTM >r p FILLED POST 0 3' SQUARE STEEL TUBING 1 1 2' SRI.NRE SM ALL JON� wEtn - GRADE PLAN VIEW 10 1 ' 9• m m MAY VER1Y CONNECTIONS 1 B ROUGH SAWN 6� -4' LONG WnH BETWEEN BOARDS 3- FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL ORAL HOLES IN CONCRETE TO LOCK GATES N OPEN AND O ZED POSLTK)HS. (2) 24' LONG 3/8' RM m GRADE (CONC. APRON) EX S-INC O•c PPOPC-SED SCEN;LK OR S07-WA-A SPACE EXP6N,SICN .QNT h A r UNIX SPACE INSEPTAF-- '-H-EA-: uM;ITS OF-- rEDESTFIA j ` /4u-�- .� C f CUTE � CESS i� 1 •�fSs ?ANCE MBN.-:�T4'- 1rLN. Y�2 v,T.1H ;1F ENTRANCF 0 '�N --f--� NIN. 2'R T, 2' 4'�0" :JK, f.7UPANSNCN .OtiT ' NDr4-TRAVERSA3:.E y U1.P«:%.? SP7-=- SLOPE-- � � U�Pati_J SPA.ut S2 PE ESTRiAN ACCESS ROUTE DETF.L w E = /4)7 NONA_ RG-T-OF-WAY IS KrQ ED G THE L LOUTS Cy z n OF PEDESTRIAN ;'•(LSS R_U7 L#� EX e'iD BcYCfdD EXITING Oz PROzOS ,'_CT R -(T-Or 'OA'. L _ :U73 ISCLUDEC N w n ENTRANCE OTTER /! Z " - ;, �, o ®=ECL 'TRLAN ACC_£S ROFRLTC•E TES OA CO-%TrNUUS 6.. F_C•'k t1NE � .:NOnS+RUCTEC. STADLF, = IRL• A\0 S- r P.=SI3TAh1- 00 0 :• a � ego`' =A:H CONNECTNG A_- ACCE5SU-= L6' TS CF A a ®. ". •, =?GL'-Y THA= CAN BL A--,RON HED. ENT=REC ,ice ENTPFI E ;'.'ID-H USED EY -r:'ES � ANS. SECTION = -f h1C 11 OF Gll-T_H EX=PNSIOY J---CNl' D-SItA3_' M!Ht 16' ABSOLUTE Mr NMJ't 12' EC•X OF =Nr7f.ENT HrLr PLAN #Cx T: +39 C4AW;E µ_. P.4'2A90JCl %CILRIIE FACE OF CURB s"I-- 5F;CE k - s13E'�A K s=Ac ; �<<�{ 12% MAY,. S_CN'E '� _ I _. 1 -�-� - _f Y X lo. • �. • U"_�n ,;� 0:4-_ r CLASS F3 tH.E.S.' CChC, o o-.•�:r-��, .moo e,�P. .+� ^zo `a"`la'•-"--`may"� 6" A.SiiR. BASE -YFE 7 S.717 21S ��5._O,L ',_`T, � � ?Oh; Cf G•�ALE CHANGE -=OR CLFRB AND CUTTER ONLY- r0R'- SCFWA K,CURB ApG Gti17ER 3JL.T CCf4CUTcH(:`NTLY * X 12 X CC?F_ASE :N J-CPE A7 MNI'SJV 1D' INTER A' -S Z Z )C 3 X MA)IItUM DECREA:E N SLo�,E FO ; ARST 10' IUTERi•AL AND S-i TIOid C-C rs Z NAX14um C£CAEASE FOR SLCCEEDNG MNIIJUM 10' INTZP.VALS REFR'CE :4Z 3i IF PEDESTRIAN: ;ZCZSS ROUf-5 ARE 3Ee+G =FOVIDED, A. N!HIJUat 4 TRAVERSABLE WIDTH S :MOJIRZ.' 7.11H A MAX. 2/ CRGSS iDP_. [-2' 0A • A a �. WHEN USED [N CON..:IN -I ,N :51TH STANDAP,D p• p. CG-3 OR CO-7,THE CUPS FACE ON -RS ANCFRD IS TO He ?CjJSTEO TO I A cl- --I'c - MOUKIABLE CLRB CG4.FiGU:?ATK7H. �,•-,00�oo.�oo: -o•o-o-o-o SECT ION E-E rJ �oe<o • A•• o SICTION ')D ST -' NDARD ``: [ RA\CE GJT-ER FCR USE 'V T,-I LNP,4VED SPACE BET VEEN CJRB & SUF�,r^JALK V1?C4\IA DEAR-DF_NT OF "-RWNSFCK A M' 2,'3.D2 f CD o Cn m z .J w ME O z () O >-- o C-) w Q U >- o Q :5 (/) o � Ln o < III J Iq w \RGyN U) , T Y O Z Q C) Uj WOw Z m¢QD Z �N LLI W W , wo �a a L� C) o O 0 WYypO - V � v N Q 0-) V Q C� O (D I C) (n L0 N D O O � Q C)0 C\J 0 Q � CD 06 � > (y) CY) N C CN M r7 C: r-,-) C O O t� Lo t7 r- I\ U- �L O Rf � = GO + c O a� 0. W U N w J H O Z N �! �0 O 00 (% 1_L_ CLw\ W O cfl L' R LjU W Q f- w <O 0 _ U) 0 U) U) op Q 0) = Q N Z t� w O 0 v U) Q w Lli W Elf _ li 0 1 0 U ILL r