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Home My WebLink About30-02 State Line Exxon (Storage Addition) - Stonewall - Backfile (2)GENERAL NOTES VDOT GENERAL NOTES LECEND VICINITY MAP a Z EXISTING INTERMEDIATE CONTOUR - -- - -- - 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR -----330 -- --� "�" `- �;�;F� W County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion 40 and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 2. Measures to control erosion and siltation, includingdetention ponds serving as silt basins Burin construction, P g g applicable. In the event of conflict between an of these standards, specifications or PP Y P EXISTING EDGE OF PAVEMENT _ __ EX E/P _� .-___ ^ _ -__- -- --- -, � -� - t,, must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. P g g PROP �� _ relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment PROPOSED EDGE OF PAVEMENT EX C4G � Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational _ EXISTING CURB AND GUTTER _ Z 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP Cox �> > �� ;:� /!� �� / / f %:ii �� `�'` W (VDOT) prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER �` 0 to 00 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. CG-6 TRANSITION FROM CG-6 TO CG-6R TRANS CG bR '%/,/ / // l �� i,r'i co os required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's EXISTING TELEPHONE LINE "" --_/ ��%/ f %� `1 I f/ f /� `� 0 .� q W CD to cat 5. The exact location of all guard rails will be determined b VDOT personnel. "A oint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. PROPOSED TELEPHONE LINE T with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation P Y P P g P V4. Design features relating to construction or to regulation, control and safety of traffic may g g g Y Y �� 0 1 (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be EXISTING STORM SEWER EX 15 RCP f / \� J iris;' .. x CV Ln cat responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. be subject to change as deemed necessary b VDOT. J g Y Y �.- ,:;,�- �.-- :•:•.. W-- 15" RCP j i% ` ��' ` W ,� /I,� //� , / 0 0I 6. An must be available at the construction site. Also, a V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWERRu approved set of plans and all applicable permits representative of the developer must be available at all times. land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER - R ;� R t, S t 669 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the PROPOSED SANITARY SEWER ch�'c�,J�''-_�! �f/��(l +i '��'� % (ll ��L �i H w Control Devices (MUTCD). County EXISTING ELECTRIC SERVICE -� - - Il %71' 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. V7. contractor, various agencies, utility companies and VDOT prior to initiation of work. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any PROPOSED ELECTRIC SERVICE EXISTING GAS LINE--------------�----------------- .� .�� !� (� ,;/8 i /// / _ ,�'I ��i /!// - Ri/�� /r �l', i {YY' %' li m v, v� 1.4 Q o � 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised section b Greenwa Engineering and approved b the owner. Y g• g PP Y inspection. G � •� pavement prepared q P P P Y PROPOSED GAS LINE 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE 11. All be capped and to the nearest storm sewer manholes or curb inlet. The shall in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE springs shall piped pipe be 6" diameter to VDOT SB-1. Furthermore, access to other properties affected by this project shall be maintained. EXISTING FENCELINE --- -- ---- minimum and conform standard through construction. - 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. V9. i d it th d i t i d d hi i i d t d shall h t t C Contractor saensure adequate drainage s achieved anmaintained on e site during EXISTING POWER POLE CIO ' 1 l �1 = , Z and at the end of construction. EXISTING TELEPHONE POLE (� ! / ,lj�' r z 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to t fit , 1 l °" i1 enteringpublic streets, and it is the contractors responsibility to clean streets, ells dust and to take P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEELy�f T l l l Q) 1f; Q J whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W✓ TEE Y i� / 0 (f %1 l� !' SCALE 1 "= 2000' Q- condition at all times. rl ,i,' ;1 ;'f o 14. Notification shall be given to the a ro riate utility com an prior to construction of water and/or sanitary g appropriate Y company P / Vll. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROJECT INFORMATION sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE -- - --�- '�- -- W 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER ® LL PARCEL IDENTIFICATION NO. TAX MAP 33 ((A)) 11 F.A.R. CALCULATI❑NS: standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER STREET ADDRESS: 4663 MARTINSBURG PIKE PERMITTED: IV CLEARBROOK, VA 22624 l.e TOTAL � 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER -� TOTAL AREA: 1221 AGREE PROVIDED: tu contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed be compacted in 6" lifts to 95% of theoretical maximum density as determined b P Y Y STOP SIGN �r PROJECT AREA: 0.40 ACRES prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing AASHTO 'T-99 Method A, within or minus 2% of optimum moisture for the full width 0.06 AG. 5LDGJI.00 AG. = 0.05 DISTURBED AREA: 0.46 ACRES } utility verification and the proposed construction. plus of any dedicated street right-of-way. At the direction of VDOT Inspector density tests HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD VDOT `•= -•�-- %' CURRENT Z❑NING: RA GROSS FLOOR AREA 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL CURRENT USE: GAS STATION w / CONY. MARKET RETAIL = 2,831 SF result of his construction project within or contiguous to the existing right-of-way. P j g g g Y• Road and Bride Specifications. A co of all tests shall be submitted to VDOT prior to g P PY STANDARD RAMP CONSTRUCTION PROPOSED Z❑NING, N/A 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 PR❑POSED USE: GA6 STATION w / CONY. MARKET ADDITION) w 0 (STORAGE SIGNS: AS SHOWN ¢ m must be provided to Frederick County prior to issuance of grading and/or site development permits. VI 4. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans TEST PIT LOCATION BUILDING SETBACKS: REQUIRED PROVIDED A ap and further where determined necessary by VDOT Inspector. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his FRONT (RTE 669): ro®' 86' OUTDOOR LIGHTNING: ALL LIGHTING SHALL BE project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING FRONT (RTE 11): roe' 13,4' DOWNCAST OR SHIELDED TO PREVENT GLARE shall meet VDOT minimum design standards and is the developer's responsibility. SIDE: 60, ro"!B ON ADJOINING PROPERTIES AND RIGHT-OF-WAY 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected REAR: 4LB' 41.8' • in accordance with state law. In the event gravesites are discovered during construction, the c9r zer and VI 6. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 x Varian,.? #07-95 OUTDOOR STORAGE: NONE PROPOSED engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE '\,`i' .? BUILDING HEIGHT acceptance of work. Unit and total prices may be obscured. PARKING SETBACKS: 21. The contractor is to verify ,field conditions prior to and during construction and notify Greenway Engineering FRONT: 5' 5.5, MAXIMUM = 35' at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance b VDOT of an streets, an required street si na a and/or pavement P Y Y Y q g g / P EXISTING STREET LIGHT �'� � SIDE: 5' 5' PROP. HEIGHT IS' 5' 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an REAR: �' PARKING CALCULATIONS proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN + LANDSCAPE CALCULATIONS professional engineer and results submitted to Frederick County prior to pavement construction. If a REQUIRED: geotechnical report has been prepared, it should supersede the requirements in this note. V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT 1 LANDSCAPED AREA: RETAIL: 1 5PACE/200 SF 23. Contractors shall notify operators who maintain underground utility lines in the area of excavating SANITARY MANHOLE IDENTIFIER O REQUIRED: N/A 2031/200 SF-15 SPACES proposed PROVIDED: 1590 or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement PROVIDED: of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 12 11 SPACES INTERIOR REQUIRED: INTERIOR PROVIDED: 1NMd11012A3q./0N1NN'1dA01d3C in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. • 6 ADDITIONAL SPACES NONE REQUIRED NONE PROVIDED AT 4 MPD STATIONS UTILITY CONTA CTS FIRE MARSHALL 'S NOTE EASEMENT LINE - - GREEN AREA = 1,915 NO? 0, 1 d9S HANDICAP SPACES ® CENTERLINE REQUIRED- IV PER ADA = 1 SPACE Water/Sewer: Frederick County Health Department Power: Allegheny Power Fire lane markings and signage: EXISTING SPOT ELEVATION 120 PERIMETER REQUIRED: PERIMETER PROVIDED: HANDICAP SPACES PROVIDED: 0 Q 107 N. Kent Street P.O. Box 1458 �+ PROPOSED SPOT ELEVATION 5 X 12 NONE REQUIRED 28 EVERGREEN HEDGE I SPACE > Winchester, VA. 22604 Hagerstown, MD 21741 Any No Parking signs and yellow painted curb locations will be installed (1 VAN ACCESSIBLE SPACE) H W 540 722-3480 ( ) i-800-654-3317 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LIME INSPECTIONS DEPARTMENT NOTES: Bell -Atlantic Gas. Shenandoah Gas Co. EXISTING TREE a " �� 15 OAK 15 PINE 1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING LOADING SPACES REQUIRED: CODE AND THE NATIONAL BUILDING CODE/1996. NOTE THE I SPA0,000 SF PLUS � E-+Phone: �' APPROVAL BLOCK P.O. Box 17398 P.O. Box 2400 BOCA PLEASE ISP./EACH 30,000 SF ADDITIONAL U) � Baltimore, MD 21297 Winchester, VA 22604 REQUIREMENTS IN TABLE 1M2 OF BOCA FOR THE FIRE RATING OF THE W O (301) 954-6282 (540) 869-1111 OAK IN PROPOSED TREE r^ c`J EXTERIOR WALL, (TWO HOUR) LOCATED 550' FROM THE PROPERTY LINE. 10,000*/10,000*=1 SPACE, USE I SP. W MISS UTILITY 1-800-257-7777 APPROVED BY THE ZONING ADMINISTRATOR. SITE PLAN SHALL BE VALID FOR A 2. N.C. PARKING AND ACCESS APPEARS TO BE IN COMPLIANCE WITH CA50 LOADING SPACES PROVIDED: � O x PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. A111.1-92 AND CHAPTER 11 OF BOLA 1 SPACE U 3. NOTE THE REQUIREMENTS IN CHAPTER 11 OF BOCA FOR ANY SPECIAL FCSA CONSTRUCTION NOTES INSPECTION THAT MAY BE REQUIRED FOR THIS TYPE OF STRUCTURE. ILA '' 1 PI- I #F << .PRIORa 4. NOTE THE REQUIREMENTS IN THE VUSBC FOR ASBESTOS INSPECTION TO RENOVATIONS AND DEMOLITION. DEMO PERMIT REQUIRED. w w Z a' 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 5. SECTION III0.12 EXCEPTION (ADA 20ga RULE FOR ADDITIONS), OF BOGA SIGNATURE DATE 2. The contractor with, for inspection by, the Authority. SHALL APPLY TO THIS ADDITION. E' shall coordinate and arrange 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. TRIP GENERATION DATA FREDERICK COUNTY COVER SHEET 4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2" in ��, �LT� CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD size. Before a permanent meter is set, they require; 1) the frame and cover to be roperly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3� the ditance between the top of the cover and yoke bar be between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY MICHAEL S. TICK Project Name: Project Number: INSTALLED CORRECTLY. 845 GAS STATION W/ CONV. MARKET 2,232 (A 7M8.PEAK) 174"4 STATELINE EXXON 5. For water and sewer services that connect to existing lines: LNS I �e 2222 a. The location of the service lateral is to be coordinated with the Autority's engineering assistant. An application 97.14 217 0& 031162 �s`SIONAL� Magisterial District: Date of Plan: (Month, Day, Year) for service must be made and fees paid before work will begin. (P.M. PEAK) b. The Autority shall furnish and install all 5/8", 3/4", and 1" water services. 391 C. For 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. TOTAL STONEUJ,4LL DISTRICT JUL1" 2002 The contractor is to furnish and install the meter vault assembly. The Authority shall install the meter. 6. When an existing water main is tapped for the installation of a new line: a. The Autority shall furnish all labor and materials to make the tap. PROFESSIONAL SEAL & SIGNATURE Owner: Address, Including Zip Code & Telephone No, �j �T SHEET INDEX b. The developer/contractor must: (1) make application for the tap, (2) pay deposit (before work begins); (3) mark the location the tap; final the is 4663 MARTINSBURG PIKE �" N. FUNKHOU5ER 4 COMF,4NY CLEARBROOK, VA 22624 DATE: JULY 2002 of (4) make payment when work completed. THESE PLANS ARE IN CONFORMANCE WITH (540) 6ro2-9000 7. The contractor shall tie-in anew line to an existing manhole by core drilling the manhole. FREDERICK COUNTY STANDARDS ANDORDINANCES. Developer: Address, Including Zip Code &Telephone No• 1 COVER SHEET ANY DEVIATION OR CHANGE 4663 MARTINSBURG PIKE DESIGNED BY: DF 8. An water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed. Y P Y• q 2 SITE PLAN IN THESE PLANS SHALL BE APPROVED BY H.N. FUNKS-4oUSER 4 COl"�P,4N1' CLEARBROOK, VA 22624 CHECKED BY: MSS The assembly shall meet ASSE standard NO. 1015 or 1013. A remote readout is required. 3 GRADING PLAN THE ZONING ADMINISTRATOR PRIOR TO (540) 662-9000 CONSTRUCTION.AND Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 9. All fire lines shall have a detector double check valve backflow prevention assembly or a RPZ backflow prevention 4 EROSION d SEDIMENT CONTROL LANDSCAPE PLAN assembly as required. The assembly shall meet ASSE standard NO. 1048 or 1047. A remote readout is required. 5 DETAILS 151 WINDY HILL LANE JOB NO. 2222 GREENW,4Y ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 OF 5 Q�. `'Steil for RCL Series U` Wet Locations E86021 Roadway Luminaire p-J SART 150 watts thru 400 watts Y High Pressure Sodium lu Metal Halide MI+ETtTa�Z PRODUCT SPECIFICATIONS ■ APPLICATIONS ■OPTICS Roadway, parking lot lighting. Any outdoor stainless steel hardware. Heat and shock One-piece hydroformed Alzak® reflector for application where tight light control to resistant tempered glass is sealed to frame consistent and efficient photometric prevent glare and light trespass is desired. via liquid silicone. Lens frame assembly is performance. Reflector system is precisely ■ CONSTRUCTION sealed to housing via silicone rubber gasket. designed for IES Type III cut-off. Excellent Seamless die-cast aluminum housing Deluxe porcelain socket pulse rated for 4KV. control places only 14% of the light on eliminates the threat of leaking. Finished in One piece extruded aluminum arm proved house -side to minimize trespass and 43% Duraplex IIT"" bronze polyester powder for with fixture but not factory installed. Arms on streetside for superior efficiency. Refer to superior resistance against the elements. designed to mount to minimum 4" Section 12 for photometric data. One-piece die-cast aluminum lens frame square poles. ■ BALLAST with integral hinges fastened with captive High power factor CWA ballast. Refer to 'N Section 12 for e/ectrica/ data. 'STA7E g ORDERING INFORMATION ■ INSTALLATION l' F%CIT jpP Mounting arm is equipped with steel Catalog No * Watts Lamp Base IES ClassO Ballast Weight reinforcing plate. Arm attaches to fixture and 1l/l�� b�� /!Q �E �Ih11_- �' _ - 3 T pole via two 9' threaded studs. TED R ryU/ N>!u SQDIUM_. 4CC�� RCL3150LX 150 E18, Clear Mogul Type III HPF-CWA 34 lbs. ■ LAMP ■ RCL3400LX 250 E18, Clear Mogul Type III HPF-CWA 38 lbs. Clear mogul base lamps as specified. 3/4" IRF ■ RCL340oLX 400 E18, Clear Mogul Type III HPF CWA 42 Ibs N 42 • - ^, (Not supplied.) Refer to Section 12 for 3 -+� ` ..�..��,�,._�;�,,a t.. �_ ,.�� lamp data. RCL3175MA 175 B28, Clear Mogul Type III HPF-CWA 32 Ibs. (N 42 23'5$„ 15i ■ RCL3250MA 250 B28, Clear Mogul Type III HPF-CWA 34 Ibs. ■ RCL3400MA 400 B37, Clear Mogul Type III HPF-CWA 36 lbs. �0') � 9 VDH MON VOLTAGE: Specify voltage, 120V, 208V, 240V. 277V or 480V. For Multi -Tap (120V, 208V, 240V and 277V) order PROP. , p OPEN AREA FOUND OO Consult facto _ l (GRASS) PRO '�►, ry for type II and Type N distribution, change '3' in Cat. No. to "2" or '4". Type 11 and N 400 .P P -2 Metal Halide fixtures require special ED28 (reduced outer jacket) lamp. Template +9' (LEANING) *For fully assembled factory installed 6' arm with reversible mounting plate for square or round pole, change1I "RC to "RML". �f TB . " 4" u l9 " Q4 PROP. ASPHALT PARKING AREA f - -1711211 -•� (SEE TYP. SEC. SHT. 2) `'` 5„ 18" — 1 �•— 14„ 1' PROP• TRAVELWAY w _ 'L� EPA = 1.30 sq. ft. Fni? r);zi I\/PlPY TI'IIr•'ICA n PROP, 5' TBR " CONC. S/W �(2� n. _ L1/2-N 2W29'20" _.(0(0.98'(N 25'24'�9 / t �Er v N 2(O �� ... a , NO s rol mm'Z(O`3m'm(d" E P .b� Qj �WING EXACT LOCATION OF D-BOX TO BE DETERMINED PRIOR FINAL PLANS 0 . ° INSTAL - FIRE LAN '-' MATCH w 9 � EX_ S/U1 �- g SIGNS ,•� O '` ,�� GRADE -'C i ;. e O�Y(U Es : R� �Kl" TIE IN WITH �- TO@ EX. CG-2 <1+ W t CO Il-,dW { CONTRACTOR MAY BE REQ'DA 913 PG 313 ` INSTALL HC ,r I TO CONTACT HEALTH DEPT. ``. 1221 AC. ' Z 51CsN T+X G: Z 33A-A-11 < y, " a ALL SEWER LINES IN TRAVELWAY r TO BE SLEEVED:, l9 - l9 TBR �� 0� „ cn ts, PROP., _ kr k OPEN AREA 60 5RL (GRASS) O p W w to } } 4� (1 C/ : 1 DRAINFIELD LIMITS TO BE I R ��` 0� q 0� 7 k p 1 _.. FLAGGED DURING CONSTRUCTION 4 G -..�� ;�gjti TO ENSURE THAT NO DAMAGE �i+ y ,, ;�(7 JQ �G? O Q DIRECTIONAL r. m+- > IOCCURS TO EXISTING FACILTY ARROWS = w�� t N , _ (TYP.) %Y£..++�� 00 �� O p . �O � CL Ile PROP. UTY. ESMT TIE IN WITH Q- LL W 15 PROPOSED ENTRANCE EX. CG-2 < _ 0 (BY OTHERS) PROP. P RM. DRNG. ESMT Q Q PLOP' �� Q C �51 � O O PK NAIL P, 1/2" I" IPF SET.,; . S 31.45'01" W 141.25' / Q PF tL „ " S 32 3(D W 61.mfd __ -.._. .__..� ._.. IRS 24 ._ O . STM. SEW. (BY OTHERS) ERS) . , -� ( Y t B OTHERS) 4 " - , 90 TAPER 30:1 EFES� ;> .` PROF. 5m SI HT ., - _ DISTANCE .. E _q, ".i 4^� 5 32.25'54" W �- US, ROUTE 11 - MA1;r1NS%R3 PIKE 80' NICxI-Ndb4Y PROJ. NO 685C , e ; • 10 0 20 -• P'ROPO5E1) STORM 5EWER, CURB, FENGE5, AND ENTRANCES (5'' OTHERS) ARE G;OVERED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION PLAN. NOTE: THERE ARE NO 5TEEP SLOPES, WOODLANDS, FLOODPLAINS, WETLANDS, SINKHOLES, STREAMS, DRAINAGE WAYS OR OTHER SIGNIFICANT ENVIRONMENTAL FEATURES ON THIS SITE. 51TE PLAN NOTES: I. BOUNDARY INFORMATION TAKEN FROM A PLAT PREPARED BY GREENWAY ENGINEERING, DATED JULY 31, 1998. CONTOUR INTERVAL IS 2 FT. SEPTIC SYSTEM SHOWN TAKEN FROM FREDERICK COUNTY HEALTH DEPARTMENT SKETCH DATED SEPTEMBER (0, 1994. 2, VARIANCE 000-1-95 WAS APPROVED JUNE 20, 1995 TO ALLOW A REDUCTION OF THE REAR YARD REQUIREMENT BY al FEET TO ALLOW A BUILDING ADDITION. 3. FRONTAGE IMPROVEMENTS AND PROPOSED STORM SEWER BY OTHERS. REFERENCE VDOT PROJECT '"( 0al-034-124. 4. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL LOCATION OF ANY UNDERGROUND UTILITIES. 5. IN ORDER TO MAXIMIZE CONSTRUCTION EFFICIENCY, ONSITE IMPROVEMENTS THAT ARE IMPACTED BY THE PROPOSED VDOT PROJECT WILL BE COORDINATED WITH VDOT BY THE CONTRACTOR WHEN POSSIBLE. ro. USE OF THE ABBREVIATION "TBR" REPRESENTS "TO BE REMOVED." -1. CONTRACTOR WILL OBTAIN A PERMIT FROM VDC)T TO ALLOW WORK INSIDE THE RIGHT-OF-WAY. S. A VDOT PERMIT WILL ALSO BE REQUIRED AT THE COMPLETION OF PROJECT TO ALLOW PARKING WITHIN THE RIGHT-OF-WAY. g. ALL PROPOSED LIGHTING SHALL BE DOWNCAST OR SHIELDED TO PREVENT GLARE ON ADJOINING PROPERTIES AND RIGHT-OF-WAY. NOT • SCALE TRAVEL 41&LE5 • 6UF;J=ACE COURSE cCOURSE a" SUBBASE VDOT STE), GR-21A (COMPACTEID TO 95% DEN61TY AT 0PrIMUM M015TURECONTENT D•METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6, SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTIION. Dt-pvmt3 NOT • SCALE — 2" 6M-2A SURFACE COURSE [-COMPACTED SUBGRADE • -• TO 3E�% DEN51TY AT OPTIMUM M015TURECONTENT D•METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt-pvmt2 Z W W Z Z W O O C\t LO 1 C\, oo Q0 � o u Z� > x N LO01 WaQ> 0� W p0 U a.+n 5C 4 r,) �—� E- G=-, z; a> 0 Q ao � 0 41 Z Cn Z z 0 0 0 Y Q W > W w } U_ (L IL W W OC W N N Q L T11 0 L MICHAEEL�L S. II ��LE y LIC'No. `. �0�., 031 162 �SSjONAL Z E_ ® � i ,a-� � � Ll m �(Y Q� LI cnOW 0 SOW pO M r- O "1 OL pO [A t - a M�D EX, GRADE 645 CIL OF PIPE ul � Q ROP. GRADE 0 W W 640 CIL OF PIPE a 119' -15" RCP (035 STM. 6 4.52io (BY OTHERS) I I � ' S 630 z Z ., O zZ Z0 >: z 2 DATE: JULY 2002 (025 — — 10+00 11 +00 12 +00 SCALE: I"= 20' SCALE: NORIZ: 1"=50', VERT: 1"=5' DESIGNED BY: MSS FILE NO. 2222 SHEET 2 OF 5 x r00007p� 2_0\ �m Qll;�. � �42 --- .__.__ __ - - - % . , I / 610 6a6 �38 � � • 10 • 20 4• • • 0 z cc W W GRADING PLAN NOTES: z I. BOUNDARY INFORMATION TAKEN FROM A PLAT PREPARED BY GREENWAY ENGINEERING, DATED JULY 31, 1998. 2. TOPOGRAPHIC INFORMATION FROM FIELD RUN SURVEY BY GREENWAY ENGINEERING DATED JULY 24, 1998. CONTOUR INTERVAL=2 FT. 0 co 3. TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), THE CONTRACTOR SHALL CQ CONSTRUCT THE HANDICAPPED PARKING SPACES NOT TO EXCEED 2% SLOPE BOTH IN LONGITUDINAL AND CROSS SLOPE. ADDITIONALLY, THE ACCESS ROUTE FROM THE PARKING SPACES AND/OR RIGHT-OF-WAY SHALL NOT EXCEED 5% IN LONGITUDINAL SLOPE OR 2% IN CROSS SLOPE (EXCEPT FOR , THE CG-12 HANDICAPPED RAMPS). Z ? x 4. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACTUAL LOCATION OF ANY UNDERGROUND rn UTILITIES. W ) U 5. THE CONTRACTOR WILL MAKE EVERY EFFORT TO COORDINATE CONSTRUCTION WITH VDOT AND THEIR PROPOSED FRONTAGE IMPROVEMENTS. 4" REINFORCED CONCRETE 3OW PSI 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN 114" . 1' I-1 I -1 I I-1 I I-11 El I I-1 I I -I �- COMPACTED SUBGRADE (W9. DENSITY) CONCRETE SIDEUJALK DETAIL (NOT TO SCALE) CG-&R DEPRESSED GUTTER STRIPED AREA HAND ICA SYMBOLS 8' ACCESSIBLE SPACE L8' VAN 5' FOR REGULAR SPACE HANDICAPPED PAWINC3 DETAIL N.T.S. 7 rAl ti1 01 co co C\l co ,n o� LoC\2 �o 0 410 a a� hw tCHAEL LTH o , S. 5fl rKKL LICENSEvNo VJ4F,' 031162 jONAL Z O _E-, � Qi U Qn-A W �> a W �E- U) Q � U �w Q O124 DATE: JULY 2002 SCALE: 1" = 20' DESIGNED BY: MSS FILE NO. 2222 1� SHEET 3 OF 5 _`0 NOTE: A LAND DISTURBANCE PERMIT MUST BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS PRIOR TO COMMENCING SITE GRADING WOR< ADDITIONALLI', A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH FREDERIC< COUNTI' PUBLIC WORGS PRIOR TO INITIATING AN`r' SITE WORK. } 1 � ff I 4 BT s li SET TREE LEVEL AND PLUMB --STRAIGHTEN AFTER SETTLEMENT IF REQUIRED. SET TREE WITH TOP 1/8 OF ROOT BALL ABOVE FIN15PED GRADE ENCASE WIRE AROUND TRUNCK IN BLACK RUBBER HOSE. SECURE AT HEIGHT ABOVE FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL GUY WIRE 012 GAUGE 2" DOUBLE SHREDDED HARDWOOD 3" 501L SAUCER 3 STAKES BACKF I LL LIGHTLY COMPACTED SETTLING MOUND SUBGRADE TYPICAL PLANTING DETAIL-- EVERr3REEN TREE6 (NOT TO SCALE) i I t^i tj 12-JV LANDSCAPE LEGEND EROSION AND SEDIMENT CONTROL NARRATIVE: EROSION/SEDIMENT CONTROL LEGEND PROJECT DESCRIPTION THE PROPERTY IS LOCATED AT THE INTERSECTION OF U.S. ROUTE II AND ROUTE (o(o9. NO. KEY SYMBOL DESCRIPTION THE SITE AREA IS 1.221 ACRES OF WHICH APPROXIMATELY 0.45 ACRES WILL BE TEMPORARY GRAVEL CONSTRUCTION DISTURBED FOR THI5 PROJECT. THIS PROJECT CONSISTS OF A 2,232 S.F. RETAIL ADDITION 3r�2 cE ENTRANCE AND 12,550 SF OF PAVED PARKING AND TRAVELWAYS. 305 O x x - X SILT FENCE EXISTING SITE CONDITIONS 3.01 IP STORM DRAIN INLET PROTECTION THE 51TE CURRENTLY CONSISTS OF GAS PUMPS AND A RETAIL STORE. 3Id9 D� TEMPORARY DIVERSION DIKE ADJAGENT PROPERTI' 3.10 FD FD TEMPORARY FILL DIVERSION THE SITE 15 BOUNDED BY STATE HIGHWAY RIGHT-OF-WAY ON THE WEST, NORTH, AND EAST, AND UNDEVELOPED LAND ON THE SOUTH ZONED M2. 3.12 �V .}.�..`� DIVERSION 3.13 ST — TEMPORARY SEDIMENT TRAP EROSION 4Np SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT 3.18 oP OUTLET PROTECTION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM 3.20 CD --,--, CHECK DAMS STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL 333 SODDING HANDBOOK (VESCH). O SO 338 TP 0-0-0 TREE PROTECTION STRUCTURAL MEASURES LCG LIMITS OF CLEARING t GRADING A CONSTRUCTION ENTRANCE .SHALL- BE PROVIDED TO THE SITE FROM C05TELLO DRIVE. A WASH RACK 15 REQUIRED WITH THI5 ENTRANCE. RUNOFF FROM THE ENTRANCE SHALL BE DRAINAGE DIVIDES CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN CULVERT INLET PROTECTION SHALL BE INSTALLED ON THE EXISTING 24" RCP CULVERT TO THE 14 DAYS AFTER START NORTHWEST OF THE LOT. THIS SHALL BE A FIRST STEP MEASURE. ESLGNDI SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADING 15 REACHED ON ANY PORTION OF THE SITE. TEMPORARY 501L STABILIZATION SHALL BE APPLIED WITHIN SEVEN C U DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX ((o) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED 15 TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. DEVICES LISTED ABOVE AR�s CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEAS iRES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO TH05E SHOWN AS NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE VE5CH, MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS 1 REPRESENTATIVE. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END ' OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND 15 MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. `s GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32, TABLE 3.32-C, OF THE VE5CH. STORMWATER MANAGEMENT STORMWATER MANAGEMENT FOR THIS SITE HAS BEEN PROVIDED THROUGH THE CONSTRUCTED POND FOR THE SUBDIVISION. SEE PLANS ENTITLED "SUBDIVISION DESIGN PLANS FOR C05TELLO DRIVE" PREPARED BY (SILBERT W. CLIFFORD d ASSOCIATES, INC. SEEDING NOTES- .,:1. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4' 2. PULVERIZED AGRICULTRUAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL / (TOP 4-(o INCHES) AT A RATE OF 9m L55. PER 1000 SF. (2 TONS PER ACRE). 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. 0000 LBS. PER ACRE). 4. SEED MIX SHALL CONSIST OF cJO% KENTUCKY 31 TALL FE5UE AND 10% IMPROVED PERENNIAL 20 10 0 20 40 RYEGRA55 APPLIED AT THE RATE OF 250 LBS. PER ACRE. Emmool 5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. SCALE: 1" = 20' PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY REMARKS JV © JUNIPERUS Virginians "Hillspire" HILLSPIRE JUNIPER 39,11 28 AS SHOWN • IF NOT AVAILABLE, USE: JUNIPERUS vireiniana - Eastern Red Cedar RHPON515LE LAND p15fiURE3ER NAME: cERriFicarioN #: DATE: iNE RESPONSIBLE LAND D15iURBER IS THE PARTY RESPONSIBLE FOR GARRINCs OUT THE LAND D15TUR5ING ACTIVITY 45 SET FORTH IN THE PLANS. Z W W cv c cv Lo co Cv d� aQ)ro cvco 30 co Lo �> x I CQ Lo N W �� Lu �-� .Q E0- Chi. V V2W N 0 '— a�D � 7 O rHr�� V1 F-H r I w r4 N Q NL�TH�p� Y'" MICHAEL((S. STI LE a LIC NISH- o. W kI 031162 ��NNAL le AS I Psi ul DATE: JULY 2002 SCALE: 1" = 20' DESIGNED BY: MSS FILE NO. 2222 SHEET 4 OF 5 nil u_ 0 IL L0 0 v N (V 0 N O 0 00 ti O J M U) N N N U) a, 0 _4 BLOCK AND GRAVEL DROP INLET STONE CONSTRUCTION ENTRANCE (� z SEDIMENT FIL TER 10, MIN. A EXISTING W WIRE SCREEN CONCRETE BLOCK PAVEMENT 3 W DI -1 _ 112 SECTION STEEL ---112 SECTION CAST IRON - .. �— OUNTABLE FILTER CLOT b" MIN A BERM (OPTIONAL) L21h"x21%"x%" 1'-31/Z"?,-7r Lugs to be ._" �� 51DE ELEVATION Z 10'-4" long cast with collar NOTES - EXISTING 10' MN. W a' One welded B B 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. joint t FOR DEPTH GREATER THAN 10' USE STANDARD - _ �� GROI�ID B WASHRACK 10' MR C�2 LO �00 — — — (OPTIONAL) �.■ cu DI-1A. � A A Optional 2. THE "H" DIMENSION SHOWN ON THE STANDARDS P �� 12' MIN" PAISvEMENT ai� � nJ AND SPECIFIED ON THE PLANS WILL BE Weld � I Brace Ribs lbs. l' I � � o I 43.6lbs. 66±3 MEASURED FROM THE INVERT OF THE OUTFALL all connectors (U 1 POSITIVE DRAINAGE LID CV including including PIPE TO THE TOP OF THE STRUCTURE. to collar connectors lugs PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY �� 10, MR� VDOT'1 COURSE TO SEDIMENT B W AGGREGATE TRAPPING DEVICE b Cu FOR ESTIMATING PURPOSES AND THE ACTUAL GALV STEE or CAST DIMENSIONS SHALL BE DETERMINED BY THE �� -� 'MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION O W 4,0 IRON 1h"x1 �"x4" lugs CONTRACTOR FROM FIELD CONDITIONS. GRAVEL FILTER PLAN VIEWCC a, %%4" Stud Shear 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS WIRE SCREEN L j H r� connectors • 1 I TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL 4'-2' FILTERED WATER 12, MIN. .� MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SECTION B-B PLAN 4. IN THE EVENT THE INVERT OF THE OUTFACE (Grate Removed) OVERFLOW RUNOFF WATER ....... WITH SEDIMENT 3' MIN = 3"MIAL I� �I, z; � O O .5 a) 10 3" PIPE IS HIGHER THAN THE BOTTOM OF THE �12'—I 8 STRUCTURE, THE INVERT OF THE STRUCTURE �7-y:�;, '•.' K SHALL BE SHAPED WITH CEMENT MORTAR TO o � PREVENT STANDING OR PONDING OF WATER _ DROP INLET j'= WITH GATE FILTER CLOT SECTION A -A w N IN THE STRUCTURE. THE COST OF FURNISHING - AND PLACING ALL MATERIALS INCIDENTAL TO -El 2%" IT THE SHAPING IS TO BE INCLUDED IN THE BID _ _ '. ; ': , :. :,•:::"•: ,. �.:. DIMENSIONS FOR PRICE FOR THE STRUCTURE. SEDIMENT CAST IRON ONLY 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" SPECIFIC APPLICATION ,• 4'-2• OR GREATER. FOR DETAILS SEE STANDARD ST-1. 2'- �. I 6. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, �c 3" Mo. weep hole THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE REINFORCED ACRE SECTION B-B DRAIN SPACE z O - � 1/2" � 2'-6' � 7. # 4X8" SMOOTH DOWELS AT APPROXIMATELY -" -- 1/-3' I N 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 0 o u o d a_ 2" min. TO ABUTTING CONCRETE TO PREVENT HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. E>so '-' Ul aaaa a a a a collar ADJACENT TO ABUTTING CONCRETE TO PREVENT m 4" depth Aggr. SETTLEMENT. IN LIEU OF DOWELS A 2" X 4" 5' Min. Pavement 5' Min. W H "' #68, #78, or NOTCH MAY BE PROVIDED. SEE ST'D T-DI-3,4 ' GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. a dr I #8x6" width FOR ALTERNATE DESIGN. E E E E �� 12"-15"-18"or 24" `; ; ; i ; 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO N N N n L J ,D DRAIN SUBBASE MATERIAL. WEEP HOLE WITH SOURCE: VA. DSWC PLATE. 3.07-3 ° I I 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH T 0 - OR GALVANIZED STEEL WIRE, MINIMUM WIRE _L DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE - CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) d c d rc OF THE STRUCTURE. W 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. SECTION A -A y 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 PRECAST CONCRETE IS TO BE 2 j I"I-- (4000 TRENCH UPSLOPE ALONG THE LINE of POSTS. E t Q 4 PSI.) CONCRETE QUANTITIES FOR MIN. DEPTH 1„ 10. ANY ALTERNATE METHODS OF ANCHORAGE "' sand fill 12" conc. i e-1.440 Cu. Y MEETING THE APPROVAL OF THE ENGINEER p p 15" conc. pipe-1.528 Cu. Yds. Concrete MAY BE SUBSTITUTED FOR THE CAST IRON 3• I-- �— 1 LUGS AS SHOWN HEREON. � -� - '�`=��'�� - -'- - -- - =•��•-`'� 18" conc. pipe-1.620 Cu. Yds. Concrete 4 --I 24" Cu. Yds. Concrete l I - •�• conc. pipe-1.817 Add 0.469 Cu. Yds. per additional foot of depth. /'� / L � ,,4.,,:._`�:�,>Le •,=_.-t _ _ MICHAE S. STIC EY SECTION C-C SECTION D-D � — _ � I Zcasinq carrier brick >_ ZN�E IIII pipe or pipe spacers (see note) L� No. �'0., GRATE DETAIL APPROXIMATE WEIGHT �, 1 / r I tunnel liner up ends 031 162 W jONAL Cast Iron Grate 363 f 18 lbs. FLOW — III I III I NOTE: 4" 1. Separation of carrier pipe from casing pipe shall be by STANDARD DROP INLET SPECIFICATION manufactured steel and/or plastic casing spacers 12"-24" PIPE MAXIMUM DEPTH (H)=10' REFERENCE 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE 2. spacers shall be placed on spigot end within 6 inches of VI R G I N I A DEPARTMENT 233 FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. connection to bell; then 2 spacers evenly placed on length 104.01 of 302 SECTION of pipe TRANSPORTATION SIZES REQUIRED NOTES: CARRIER PIPE CASING PIPE WALL DIA. (") DIA. THICKNESS (") 4 or less 12 .250 6 16 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE.=- -�/"` �� rIIII J/�• '�'-�:�"':- IIII .250 8 18 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. A = =- I- .375 10 20 .375 12 24 .250 WATER SERVICE LATERALS � O(� E- �7, 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FLOW 14 24 .375 a) Casing pipe shall be SCH 40 PVC or SDR 21 O FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. — r 15 24 .375b) 3" diameter pipe for 1" service lines Q �_ 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) III _III I 16 30 .500 c) 6" diameter pipe for 2" service lines 18 30 .500 THAT 2036 d) no spacers or sand fill to be installed IN ORDER THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. .500 Q4 OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN 4 " FILTER FABRIC 21 36 .500 24 36 .500 ' TNI5 DETAIL TO BE USED FOR SLEEVING EXISTING SEWER LINE UNDER PROPOSED for larger liner) W W E-� E-Z INCREASE IN DEPTH. " 2 R ( pipe use tunnel ROAD. U) O 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND WIRE _qI L I HIGHWAY CROSSING W Q 45 MPH OR LESS IN DEVELOPED URBAN AND —1 - Figure 3 SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-3 IS REQUIRED. d- SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 d d Shawood Tym Q a. 1"X4"X4'-8" SLATS, 2-FNISH NAIL AT W W a SURFACE Tom' AND BonoM �o WIRE MESH REINFORCING VD.O.T. ROAD AND BRIDGE STANDARDS SECTION 301.04 Z (� 2" RADIUS SEE �(� • �r�^� NOTE 4 � 2"x4"BEAMS, TOE NAIL TO POST 8xa' • ' U) � o CLASS A-3 CONCRETE �4 SURFACE �r T 6 BASE 2 A -- d' Cd 000 ;n a .: BASE a `" COMPACTED SUBGRADE a ° a "a a BASE - � d- 41x4'XW POSTS (COMPACTED TO 9596 DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-1 METHOD) - -a 8 ° _ �� SUBBAS I--6"— - I fR,45 4 DU I 5TEz-f;R F,4D SUBBASE NOTE: PRESERVATIVE STAIN ON ALL WOOD. _ = n► COLOR t0 MATCH THAT OF BLDG. IIIII Hil (NOT TO SCALE) 12" - "i. (IIII DATE: JULY 2002 ACCEPTABLE ALTERNATE 6.. IF CURB IS EXTRUDED e I ;_. . • �; I ";- CONCRETE FOOTING ::.- --,`--•_•�:. Y Dt-crumppad __-:•- ::.:..,�;; ='=111=1I I-=1I1=1I III I= SCALE: AS SHOWN SPECIFICATION STANDARD 6 " CURB REFERENCE WOOD FENCE DETAIL 105 VIRGINIA DEPARTMENT FOR BUFFER SCREEN 4 DUMP5TER ENCLOSURE DESIGNED BY: MSS 502 0f TRANSPORTATION 201,01 NOT TO SCALE JOB No. 2222 SHEET 5 OF 5 T61 CENERAL NOTES VDOT GENERAL NOTES LECEND VICINITY MAP Z EXISTING INTERMEDIATE CONTOUR -- - -- -- - 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR W County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion', and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40Ru \`\ 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, The these in way applicable. In the event of conflict between any of these standards, specifications or __ EXISTING EDGE OF PAVEMENT �x ��' __� C``` must be provided prior to issuance of the site development permit. approval of plans no Virginia Erosion Sediment the most stringent shall govern. plans, g g PROPOSED EDGE OF PAVEMENT` E/P relieves the developer or his agent of the responsibilities contained in the and EX GtG Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER ._ - �� Z 3. the Resident Engineer, Virginia Department of Trans ortation A permit must be obtained from the Office of g g p P Safety & Health Administration and VOSH Rules & Regulations. PROP C�a > {jliJ i f , r.�l ' (VDOT) prior to construction in existing State right-of-way. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, PROPOSED CURB AND GUTTER CG-6 TRANS CG6R w} /% v� %frr; ;/; / `� / " W o � 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 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 VDOT's TRANSITION FROM CG-6 TO CG-6R � ° ° - � �� ,� ! - i ��, r �/� � --- !, % C\2 a� � 5. The exact location of all guard rails will be determined b VDOT personnel. "A joint inspection will be held g Y P January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE - - PROPOSED TELEPHONE LINE T T �_ i// ;�� `� / !�'" a, r� Q .q aA 3 CO CQ I rn with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation ,� : I (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary b VDOT. J g Y Y _ EXISTING STORM SEWER _ EX 15" RCP - :� ,, _. - i % �, �•• % % �/ Z x p to CQ responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to 15 RCP i% r/ , � ` / > z` Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROPOSED STORM SEWER - ��' / /f� �,�J r / .b ., r V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT , ,;, `" r' o � 6. Ana roved set of plans and all applicable permits must be available at the construction site. Also, a PP P PP P land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER _ ,i _ %r;/"'; !"l it \ R t- �n representative of the developer must be available at all times. 1 1 ,, ,_ i LO .. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). V6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the PROPOSED SANITARY SEWER �`; r.� == �r�i` i =`=~�- contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 6. CBR less V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any PROPOSED ELECTRIC SERVICE EXISTING GAS LINE -------- ' ►� --------------"--- - (8 Ir'� f'r%'/,�, `; l fl r�r /j r ; ,, I �C �'.� j �`' /� G �' 00 W Q) 0 9. All pavement sections on the approved plans are based on a minimum CBR value of values than 6 will require revised pavement section prepared b Greenwa Engineering and approved b the owner. Q P P P Y Y g� g PP Y inspection. PROPOSED GAS LINE q001 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE ?, ';f l iI �� 1� k on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE , 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. Furthermore, access to other properties affected by this project shall be maintained through construction. EXISTING FENCELINE --- -- -- -"--- -- �� - -~- - �� / i I1, I�l�� I' �"•� EXISTING POWER POLE 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure ado during is achieved and maintained on the site drainage adequate q g g ! / / l I /l QI U l'J z and at the end of construction. EXISTING TELEPHONE POLE �1I l �� Z 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to EXISTING WATERLINE W/ TEE lr'" r/ 1 r' enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust and to take P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36 cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE '40 ®TI V l� SCALE 1 = 2000 ' zo 0- condition at all times. condition i, i� ,,t� 14. Notification shall be given to the appropriate utilit com an prior to construction of water and/or sanitaryU Y company P / V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT v� O sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROJECT INFORMATION w o sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE -- -- -m•- ��--- W 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER ® w PARCEL IDENTIFICATI❑N NO, TAX MAP 33 ((AP 11 F.A.R. CALCULATI❑NS: standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER ---------- - �--- - --- STREET ADDRESS: 4663 MARTINSBURG PIKE PERMITTED: W CLEARBROOK, VA 22624 1.0 TOTAL � 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER ---- TOTAL AREA: 122'1 ACRES PROVIDED: LLI contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN PROJECT AREA: 0.46 ACRES N prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) 0.06 AG. BLDG./1.00 AG. = 0.05 DISTURBED AREA: 0.46 ACRES utility verification and the proposed construction. of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT �'` "�-='`� CURRENT ZONING: RA GROSS FLOOR AREA 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL CURRENT USE: GAS STATION w / CONY. MARKET RETAIL = 2,831 SF 1 result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to STANDARD RAMP CONSTRUCTION PROPOSED ZONING: N/A 18. When is within easements of utilities, letters of from all involved companies final VDOT approval. PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2 PROPOSED USE: GAS STATION w / CONY. MARKET (STt-DRAGE ADDITION) w C14 grading proposed permission SIGNS: AS SHOWN ¢� 01 must be provided to Frederick County prior to issuance of grading and/or site development permits. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans TEST PIT LOCATION BUILDING SETBACKS: REQUIRED PR❑VIDEO - � ap and further where determined necessary by VDOT Inspector. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his FRONT (RTE 669): 60' 86' OUTDOOR LIGHTNING: ALL LIGHTING SHALL BE project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING L FRONT (RTE 11): 60I 13.4'DOWNCAST OR SHIELDED TO PREVENT GLARE shall meet VDOT minimum design standards and is the developers responsibility. SIDE: 60 6�.51 ON ADJOINING PROPERTIES AND RIGHT-OF-WAY 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected REAR: 41.8' - 41.8' in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 # Variance #07-95 OUTDOOR STORAGE: NONE PROPOSED engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to Unit total be PROPOSED BUILDING ENTRANCE � "''�"� �"" �'° PARKING SETBACKS: BUILDING HEIGHT acceptance of work. and prices may obscured. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway ;engineering FRONT: 5' 5.5' MAXIMUM = 35' at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. VI 7. Prior to acce taince b VDOT of an streets, an required street si na a and/or pavement P Y Y Y q g g / P EXISTING STREET LIGHT r__ �-�-� SIDE: 5' 5' PROP. HEIGHT IS' 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an REAR: 5' �' PARKING CALCULATIONS proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN + LANDSCAPE CALCULATI❑NS professional engineer and results submitted to Frederick County prior to pavement construction. If a f REQUIRED: geotechnical report has been prepared, it should supersede the requirements in this note. . VI 8. naocaon of ey Inspector. Final location f CG12 Curb Rshall bdetermined bVDOT It PROPOSED SANITARY LATERAL CLEANOUT AN LDSCAPEi.?_ AREA:RETAIL: I 5PACE/200 SF lines in the SANITARY MANHOLE IDENTIFIER O REQUIRED: N/A 2031/200 SF-15 SPACES 23. Contractors shall notify operators who maintain underground utility area of proposed excavating PROVIDED: 15% or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement ICI J�hd��n��I��11�� 01dla PROVIDED: of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 12 1� SPACES INTERIOR REQUIRED: INTERIOR PROVIDED: in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. • 6 ADDITIONAL SPACES NONE REQUIRED NONE PROVIDED AT 4 MPD STATIONS Z UTILITY CONTACTS 1 FIRE MARSHALL S NOTE EASEMENT LINE - - - - GREEN AREA = 1,915 L HANDICAP SPACES REQUIRED: 0 e--a z CENTERLINE�A EXISTING SPOT ELEVATION 120 PER ADA = 1 SPACE PERIMETER REQUIRED: PE°ZIMETER PROVIDED: HANDICAP SPACES PROVIDED: Q X Fire lane Water/Sewer: Frederick County Health Department Power: Alle hen Power g y markings and signage: 5 NONE REQUIRED 28 EVERGREEN HEDGE I SPACE 107 N. Kent Street P.O. Box 1458 Any No Parking signs and curb locations will be installed PROPOSED SPOT ELEVATION X 12 N VAN ACCESSIBLE SPACE) E-+ � Winchester, VA. 22604 Hagerstown, MD 21741 yellow painted (540) 722-3480 1-800-654-3317 b field inspection at the direction of the Fire Marshall's Office. Y P EXISTING TREE DRIP LINE INSPECTIONS DEPARTMENT NOTEv: W W ~' ^ � Phone: Bell -Atlantic Gas: Shenandoah Gas Co. EXISTING TREE S 15" OAK 15" PINE LOADING SPACES REQUIRED: I. BUILDING SHALL COMPLY WITH Trc VIRGINIA UNIFORM STATEWIDE BUILDING I SPJ10000 SF PLUS �-, W E�-� W P.O. Box 17398 P.O. Box 2400 CODE AND THE BOLA NATIONAL BUILDING CODE/1996. PLEASE NOTE THE ISP./EACH 30,000 SF ADDITIONAL U) � APPROVAL BLOCK REQUIREMENTS IN TABLE 105.2 OF BOCA FOR THE FIRE RATING OF THE Baltimore, MD 21297 Winchester, VA 22604 (301) 954-6282 (540) 869-1111 OAK IN PROPOSED TREE � EXTERIOR WALL, (TWO HOUR) LOCATED 5S0' FROM THE PROPERTY LINE. 10,000*/10,000*=1 SPACE, USE I SP. W � � APPROVED BY THE ZONING ADMINISTRATORSITE PAN H . LSHALL BE VALID FOR A `�, 2. N.C. PARKING AND ACCESS APPEARS TO BE IN COMPLIANCE WITH CABO LOADING SPACES PROVIDED: 0 0 � � MISS UTILITY 1-800-257-7777 PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. A117.1-92 AND CHAPTER 11 OF BOCA 1 SPACE U 3. NOTE THE REQUIREMENTS IN CHAPTER 11 OF BOCA FOR ANY SPECIAL FCSA CONSTRUCTION NOTESINSPECTION THAT MAY BE REQUIRED FOR THIS TYPE of STRUCTURE. L- SITE 1y3_r PP c Vl-k� v 4. NOTE THE REQUIREMENTS IN THE:. VUSBC FOR ASBESTOS INSPECTION PRIOR TO RENOVATIONS AND DEMOLITION. DEMO PERMIT REQUIRED . Z � 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all �V 4 C ,p,3 " " ia 5. SECTION 1110.12 EXCEPTION •1 (ADA 20RULE FOR ADDITIONOF BOCA 0 �S), requirements of the Frederick County Sanitation Authority. �.•x.�.,.. - E- for inspection by, the Authority. SIGNATURE DATE " SHALL APPLY TO THIS ADDITION, 1A 2. The contractor shall coordinate with, and arrange TRIP GENERATION DATA FREDERICl�� COUNTY COVER SHEET 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2" in size. Before a permanent meter is set, they require; 1) the frame and cover to be roperly aligned with its meter box bar; 2) the frame to be to the final the lot; 3� the ditance between the top �LTH o and yoke and cover set grade of of CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD the cover and yoke bar be between 18 and 21 inches; and 4) all components of the meter box assembly to be in 845 GAS STATION W/ 2,232 78.06 174 Project Nave: Project Number: proper working order. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. MICHAEL S. TICK CONV. MARKET (A.M. PEAK) °42� � STATE � � � � LINE E � X �� 2222 5. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Autority's engineering assistant. An application 97.14 217 L NS No. ,\ 031162 for be fees before begin. (P.M. PEAK) Magisterial District: Date Plan: (Month, Day, Year) service must made and paid work will ONAL� of b. The Autority shall furnish and install all 5/8", 3/4", and 1" water services. C. For 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. TOTAL 3915' TONEW ALL DISTRICT JULT' 2002 The contractor is to furnish and install the meter vault assembly. The Authority shall install the meter. 6. When an existing water main is tapped for the installation of a new line: I IOwner: PROFESSIONAL SEAL &SIGNATURE Address, Including Zip Code & Telephone No. a. The Autority shall furnish all labor and materials to make the tap. 4663 MARTINSBURG PIKE b. The developer/contractor must: (1) make application for the tap, (2) pay deposit (before work begins); (3) mark SHEET INDEX N.N. FUNK�IOUSER 4 COMPANY CLEARBROOK, VA 22624 the location of the tap; (4) make final payment when the work is completed. THESE PLANS ARE IN CONFORMANCE WITH (540) 662-9000 DATE: JULY 2002 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. ORDINA CE COUNTY STANDARDS AND Developer: Address, Includin Zip Code & Telephone No, ORDINANCES. ANY DEVIATION OR CHANGE 4663 MARTINSBURG PIKE DESIGNED BY: DF 8. Any water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed. I COVER SHEET 2 SITE PLAN IN THESE PLANS SHALL BE APPROVED BY �-N. FUNKi-i®LISER � COr'I�''QN� J CLEARBROOK, VA 22624 The assembly shall meet ASSE standard NO. 1015 or 1013. A remote readout is required. 3 GRADING PLAN THE ZONING ADMINISTRATOR PRIOR TO (540) 662 -9000 CHECKED BY: MSS CONSTRUCTION. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 9. All fire lines shall have a detector double check valve backflow prevention assembly or a RPZ backflow prevention 4 EROSION t SEDIMENT CONTROL AND LANDSCAPE PLAN JOB NO. 2222 assembly as required. The assembly shall meet ASSE standard NO. 1048 or 1047. A remote readout is required. 5 DETAILS 151 WIND)' WILL LANE GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4165 SHEET I OF 5 F' Listed for RCL Series U` Wet Locations a E86021 Roadway Luminaire �p4 SMAgr - 150 watts thru 400 watts High Pressure Sodium Metal Halide PRODUCT SPECIFICATIONS ■ APPLICATIONS ■OPTICS Roadway, parking lot lighting. Any outdoor stainless steel hardware. Heat and shock One-piece hydroformed Alzak® reflector for application where tight light control to resistant tempered glass is sealed to frame consistent and efficient photometric prevent glare and light trespass is desired, via liquid silicone. Lens frame assembly is performance. Reflector system is precisely ■ CONSTRUCTION sealed to housing via silicone rubber gasket. designed for IES Type III cut-off. Excellent Seamless die-cast aluminum housing Deluxe porcelain socket pulse rated for 4KV. control places only 14% of the light on eliminates the threat of leaking. Finished in One piece extruded aluminum arm proved house -side to minimize trespass and 43% Duraplex IITM bronze polyester powder for with fixture but not factory installed. Arms on streetside for superior efficiency. Refer to superior resistance against the elements. designed to mount to minimum 4" Section 12 for photometric data. One-piece die-cast aluminum lens frame square poles. ■ BALLAST with integral hinges fastened with captive High power factor CWA ballast. Refer to INTERSTATESection 12 for electrical data. g� ORDERING INFORMATION ■ INSTALLATION _ 'Q J-SDOT � Catalog No * Watts Lam Mounting arm is equipped with steel _ P Base IES ClassO Ballast Weight reinforcing plate. Arm attaches to fixture and '�-- R WID �t#Il , F S (1F�E SQDIUM "` fia T ~ pole via two 9" threaded studs. _ F i RCL3150LX 150 El8, Clear Mogul Type III HPF-CWA 34 lbs. ■ LAMP RAU ■ RCL3250LX 250 E18, Clear Mogul Type III HPF-CWA 38 lbs. Clear mogul base lamps as specified. 3/4„ IRF ■ RCL3400LXM 400 E18 Clear Mogul Type III HPF-CWA 42 lbs. Not supplied.) Refer to Section 12 for N 42 "3 � � PP 5 34 >': (51, lamp data. (dg RCL3175MA 175 B28 Clear Mogul Type III HPF-CWA 32 Ibs. ((� 42.23 ,SS ■ RC L3250MA 250 628, Clear Mogul Type III HPF-CWA 34 lbs. ZIS, rE (S(00) ■ RCL3400MA 400 B37, Clear Mogul Type III HPF-CWA 36 Ibs. �v VDH MON VOLTAGE: Specify voltage, 120V, 208V, 240V, 277V or 480V. For Muni -Tap (120V, 208V, 240V and 277V) order PROP. OPEN ERASREA PRO p P -+` FOUND MTB . OConsuft factory for type II and Type N distribution, Change "3" in Cat. No. to "2" or W. Type II and N 400 Metal Halide fixtures require special ED28 (reduced outer jacket) lamp. - - 2 - (LEANING) *For fully assembled factory installed 6" arm with reversible mounting plate for square or round pole, change RCL'to'RML". TB OQ PROP. ASPHALT AA .-I, (SEETRKINYF.SEC�SHT. 2) - PROP. TRAVELWAI knr: nl`l lv=cY T=It-va 0 3/8" IRFNO fD INSTAL ; - s 04 " FIRE LAN MATCH ts'j SIGNS EX- 51W .. � � pT'iv r,` 1 00 t GRADE �Yc- , Lj 1144 EXACT LOCATION OF p-BOXES M Uk TIE IN WITH TO BE DETERMINED PRIOR TO �@ �+ II EX. CG-2 FINAL PLANSQj� t COMPAW r II CONTRACTOR MAY BE REQ'D-^fir F .. v��. DB1�213 AC. 313 1 TO CONTACT HEALTH DEFT. ,R INSTALL HG Z SIGN; TM" 33A-A-11 ; t -ham BALL SEWER LINES IN TRAVELWAY �r + Q LU fl _ 4, �` TO BE SLEEVED i �� 73 .. TBR ° - - TBR r A Q ,ter 14 F- r> r�` �OQQV� k �O _ PROP. Q Z AREA (00 - RL � � r B _ - �q ,, ,i — lU (GRASS)Ul O � G v , ti !. L a =^' w (L D 1 DRAINFIELD LIMITS TO BE R �O0� 0� k y 0 FLAGGED DURING CONSTRUCTION'LU - , o TO ENSURE THAT NO DAMAGE r�-I-• µ ° \� ��Q?�G Q �p _ DIRECTIONAL ° y� � �' c0 t- _} -4 OCCURS TO EXISTING FACILTY ARROWS - ty��N �� ^� ��1 .--� m o.� v o PROP. UTY. ESMT TIE IN WITH 15 PROPOSED ENTRANCE EX- CG-2 # `` W � a., (BY OTHERS) PROP. PERM, DRNG. ESMT 0 m FK NAIL 1/2" IRS —= I.. IPF SET - F - _ S 31°45'01" W 14125' S 32 24 3a W 610d, -� . � 1I PROF, STM. SEW. (BY OTHERS) .., _ y "M-- (BY OTHERS) 450' SIGHT 90 TAPER A 3�T - - ZIrllµ.y , D ISTANC _ _ .- T E . _ _ S 32 °25'54" W - 25.91' U.S. ROUTE 11 - MARTIN5MR3 PIKE T- 80' R/W - W1154IIUAY F'ROJ. NO.685CAA • • 20 4• PROPOSED STORM SEWER, CURB, FENCES, AND ENTRANCES (5'' OTHERS) ARE COVERED IN THE VIRGINIA DEFARTI"fENT OF TRANSPORTATION PLAN, SITE FL,4N NOTES- 1. BOUNDARY INFORMATION TAKEN FROM A PLAT PREPARED BY GREENWAY ENGINEERING, DATED JULY 31, 1998. CONTOUR INTERVAL IS 2 FT. SEPTIC SYSTEM SHOWN TAKEN FROM FREDERICK COUNTY HEALTH DEPARTMENT SKETCH DATED SEPTEMBER (0, 1994. 2. VARIANCE "007-95 WAS APPROVED JUNE 20, 1995 TO ALLOW A REDUCTION OF THE REAR YARD REQUIREMENT BY S.1 FEET TO ALLOW A BUILDING ADDITION. 3. FRONTAGE IMPROVEMENTS AND PROPOSED STORM SEWER BY OTHERS. REFERENCE VDOT• PROJECT '00001-034-124. 4. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL LOCATION OF ANY UNDERGROUND UTILITIES. 5. IN ORDER TO MAXIMIZE CONSTRUCTION EFFICIENCY, ON51TE IMPROVEMENTS THAT ARE IMPACTED BY THE PROPOSED VDOT PROJECT WILL BE COORDINATED WITH VDOT BY THE CONTRACTOR WHEN POSSIBLE- USE OF THE ABBREVIATION "TBR" REPRESENTS "TO BE REMOVED." -1. CONTRACTOR WILL OBTAIN A PERMIT FROM VDOT TO ALLOW WORK INSIDE THE RIGHT-OF-WAY. S. A VDOT PERMIT WILL ALSO BE REQUIRED AT THE COMPLETION OF PROJECT TO ALLOW PARKING WITHIN THE RIGHT-OF-WAY. 9. ALL PROPOSED LIGHTING SHALL BE DOWNCAST OR SHIELDED TO PREVENT GLARE ON ADJOINING PROPERTIES AND RIGHT-OF-WAY. • r FA • NOT • SCALE • 6URFACE COURSE —•COURSE .• ��• ��• ice• ice• ��• ��•-ice• r-•v�• i� :—COMPACTED c -•r (COMPACTED • DENSITY AT OPTIMUM M015TURECONTENT r•METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. • FA • NOT • SCALE ♦— COURSE— 2" 6M-2A SURFACE 1-1 i�"� i j°� i j°� i�°� i� ii�� • r • r — • 'COMPACTED SU5GRADE (COMPACTED • - DENSITY AT OPTIMUM MOISTURECONTENT r•METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt-pvmt2 In �w C11 L,,.t w ci Ci „ om ° ono oCo EX. GRADE �45 i C/L OFF PIPE ROP. GRADE 640 _ i C/L OF PIPE I/ 119' -15" RCP 1 635 STM. o 4.52% (BY OTHERS) o NOTE: THERE ARE NO STEEP SLOi=>ES, WOODLANDS, 625 FLOODi=>LAINS, WETLANDS, SINKHOLES, STREAMS, DRAINAGE WAYS OR OTHER SIGNIFICANT ENVIRONMENTAL FEATURES ON THIS SITE_ � N In Co47171 r Z O Z Z Z p � Z 10 +00 it it d`�10 "ter n O Z m SCALE: PORIZ: 1"=50', VERT, I"=5' Z W W Z W O `0CQCC � C\2 It Q C\1 00 O cc kn rn Zx 0 LoC\2 WO O W Cc) 1) �Lo O O CID z � Z W Q z 00 0 nW lL w t_ IDL L W W (1) W W IY W Q L TH 0� G MICHAEL S. LE ,1 y Ll �v N NS No. �O+{, 031162 �1w NAL _ DATE: JULY 2002 12+00 SCALE: 1"=20' DESIGNED BY: MSS FILE NO. 2222 SHEET 2 OF 5 r.l \\ © S� 41- IN, `� v �0 .. 41l ` 4. I Q r / v'o 42 r\v �,. ,� 'a 50 TC � \\Tci I 442Lu <00'/ Tcl Ica Ow- 1 43 o 642 4 { i C 63 ` 4 40 L ma A-1_.___ . _. .., _._ _ _ _ - - _.. - _ - ` 3 0 SIGHT- °•°<°° �. DISTANCE ° ea 63g 20 10 0 20 40 SCALE: I " = 20' W W GRADING PLAN NOTES: I. BOUNDARY INFORMATION TAKEN FROM A PLAT PREPARED BY GREENWAY ENGINEERING, DATED JULY 31, 1998. 2. TOPOGRAPHIC INFORMATION FROM FIELD RUN SURVEY BY GREENWAY ENGINEERING DATED JULY 24, 1998. CONTOUR INTERVAL=2 FT. o ,n 3. TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), THE CONTRACTOR SHALL C CONSTRUCT THE HANDICAPPED PARKING SPACES NOT TO EXCEED 2% SLOPE BOTH IN LONGITUDINAL aC\l co AND CROSS SLOPE. ADDITIONALLY, THE ACCESS ROUTE FROM THE PARKING SPACES AND/OR 3. tCoo � RIGHT-OF-WAY SHALL NOT EXCEED 5% IN LONGITUDINAL SLOPE OR 2% IN CROSS SLOPE (EXCEPT FOR I °' THE CG-12 HANDICAPPED RAMPS). Z x Lo of 4. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACTUAL LOCATION OF ANY UNDERGROUND Lu 'r � r, of UTILITIES. W a: U a,n 5. THE CONTRACTOR WILL MAKE EVERY EFFORT TO COORDINATE CONSTRUCTION WITH VDOT AND THEIR CD E- PROPOSED FRONTAGE IMPROVEMENTS. Q) 0 �> wco 4" REINFORCED CONCRETE 30M PSI 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN 114" . 1' Ak 4" F 'I I I— I I =1 I I —III —I I I�� I I—i i t—III=1 COMPACTED SUBGRADE (SM. DENSITY) CONCRETE SIDEWALK DETAIL (NOT TO SCALE) CG-&R DEPRESSED GUTTER STRIPED AREA eq HAND ICAPPI 5YM50LS 8' AN ACCESSIBLE SPACE L8' 5' FOR REGULAR SPACE HANDICAPPED P,4WING DETAIL N.TZ. 7 Al W H NLTH �� )c::I , MICHAEL S. TI KL „o S ?/t oz LIC NS No. 031162 �SS'IONAL � Z E-, o E Z Q W �' a W wE- E- z � W a W Q I z� o 1. 44 U) DATE: JULY 2002 SCALE: 1" = 20' DESIGNED BY: MSS FILE NO. 2222 SHEET 3 OF 5 SET TREE LEVEL AND PLUMB --STRAIGHTEN AFTER SETTLEMENT IF REQUIRED. SET TREE WITH TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADE ENCASE WIRE AROUND TRUNCK IN BLACK RUBBER HOSE. SECURE AT HEIGHT ABOVE FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL GUY WIRE 012 GAUGE 2" DOUBLE SHREDDED HARDWOOD 3" SOIL SAUCER 3 STAKES BACKF I LL LIGHTLY COMPACTED SETTLING MOUND SUBGRADE TYPICAL PLANTING DETAIL-- EVERGREEN TREES (NOT TO SCALE) 16-JV t I I , 12-JV �� ` µ . ti✓'ole _- _ o _ f .._- 4 r or -.. 450' SIGHT r t" DISTANCE NOTE: A LAND DISTUR5,4NGE PER" fIT MUST BE OBTAINED FROM THE DEPARTMENT OF PUBLIC UJORGS PRIOR TO COMMENCING SITE GRADING UJOR< ADDITION,4LL'', A PRE -CONSTRUCTION MEETING SI-IALL BE MELD UJITN FREDERIC< COUNTY PUBLIC WORK5 PRIOR TO INITIATING ANY SITE UJOR< LANDSCAPE LEGEND KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY REMARKS JV Q JUNIPERUS virginiana o "PfIlspire" HILLSPIRE JUNIPER 3611 28 AS SHOWN , IF NOT AVAILABLE, USE: JUNIPERUS virginiana - Eastern Red Cedar EROSION AND SEDI1" LENT CONTROL NARRATIVE: PROJECT DESCRIPTION EROSION/SEDIMENT CONTROL LEGEND THE PROPERTY IS LOCATED AT THE INTERSECTION OF U.S. ROUTE Il AND ROUTE �o69. NO. KEY SYMBOL DESCRIPTION THE SITE AREA IS 1.22-1 ACRES OF WHICH APPROXIMATELY 0.48 ACRES WILL BE 3Id2 cE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF A 2,232 S.F. RETAIL ADDITION AND 12,550 SF OF PAVED PARKING AND TRAVELWAYS. SILT FENCE EXISTING SITE CONDITIONS 3ZI IP STORM DRAIN INLET PROTECTION THE SITE CURRENTLY CONSISTS OF GAS PUMPS AND A RETAIL STORE. 3m 0 TEMPORARY DIVERSION DIKE �D ADJACENT PROPERTY 3.10 FD FD TEMPORARY FILL DIVERSION THE SITE IS BOUNDED BY STATE HIGHWAY RIGHT-OF-WAY ON THE WEST, NORTH, AND EAST, AND UNDEVELOPED LAND ON THE SOUTH ZONED M2. 3.12 �V ♦.0.4111— DIVERSION EROSION AND SEDIMENT CONTROL MEASURES 3.13 pa5yo TEMPORARY SEDIMENT TRAP 3.18 oP � UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT OUTLET PROTECTION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM 3.20 CD —,--,-- CHECK DAMS STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL 333 O SO SODDING: HANDBOOK (VESCH). 338 TP 0-0-0 TREE PROTECTION STRUCTURAL MEASURES LCG LIMITS OF CLEARING < GRADING A CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO THE SITE FROM COSTELLO DRIVE. A WASH RACK IS REQUIRED WITH THIS ENTRANCE. RUNOFF FROM THE ENTRANCE SHALL BE DRAINAGE DIVIDES CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. CRITICAL SLOPE - CRITICAL SLOPE TO BE 5EEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN CULVERT INLET PROTECTION SHALL BE INSTALLED ON THE EXISTING 24" RCP CULVERT TO THE 14 DAYS AFTER START NORTHWEST OF THE LOT. THIS SHALL BE A FIRST STEP MEASURE. ESLGND2 MILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADING IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN Cl) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. DEVICES LISTED ABOVE AR!= CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEA')URES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDI-"IONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE VESCH. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED, AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 5)O% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO h STANDARD AND SPECIFICATION NO. 3.32, TABLE 3.32-C, OF THE VESCH. 5TORMW,4TER MANAGEMENT STORMWATER MANAGEMENT FOR THIS SITE HAS BEEN PROVIDED THROUGH THE CONSTRUCTED POND FOR THE SUBDIVISION. SEE PLANS ENTITLED "SUBDIVISION DESIGN PLANS FOR COSTELLO DRIVE" PREPARED BY GILBERT W. CLIFFORD d ASSOCIATES, INC. I I . _-. SEEDING NOTES: ' I TO SOIL SHALL BE SPREADAT A MINIMUM DEPT H OF 4I . - 2. PULVERIZED AGRICULTRUAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL °.�. (TOP 4-(o INCHES) AT A RATE OF 90 LBS. PER 1000 SF. (2 TONS PER ACRE). 3. FERTILIZE WITH 10-10-10 �,T A RATE OF 23 LBS. PER 1000 SF. (1000 LBS. PER ACRE). 4. SEED MIX SHALL CONSIST OF 130% KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL RYEGRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE. 5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. REFON5I5LE LAND DI5fiUR5ER NAME: CERTIFICATION #: DATE, THE RE5PON515LE LAND D15TURBER IS TNE PARTY RESPONSIBLE FOR GARBING OUT THE LAND DI57UR15ING ACTIVITY 45 SET FORTH IN THE PLANS. CD Z W W 0 WC\2 O CD � 0 � C\2 It a a) ro �E I �co Z �> x I �CQ W�Q) ti -�-j Q� �o W 4 Lo Ln U 4t~ a a: E-- ff� .1-4 a) O 0 7 r W 4 N Q �ALTH p�, Lr ?\ml.'CHAEL�(( S. ,STI LE y LICE' o. W o� 031162 � Cs s.10NAL a O z H W O � z O � O DATE: JULY 2002 SCALE: I" = 20' DESIGNED BY: MSS FILE NO. 2222 SHEET 4 OF-5 \�1 BLOCK AND GRAVEL DROP INLET STONE CONSTRUCTION ENTRANCE (� J SEDIMENT FIL TER Z o l0' MIN. A EXISTING LU DI-1 WIRE SCREEN CONCRETE BLOCK 3 PAVEMENT 112 SECTION STEEL SECTION CAST IRON _ OUNTABLE FILTER CLOT (�■ MIN BERM (OPTIONAL) 21-70 L21/2"x2%"x1,4" 1'-31/1"~ Lugs to be SIDE ELEVATION z 10'-4" long cast with collar NOTES EXISTING 10' MIN. One welded B B 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. - GRotND o L0 joint FOR DEPTH GREATER THAN 10' USE STANDARD �� B WASNRACK � ply 00 - - - DI-1A. (OPTIONAL) �_ 11.5 ao CD C\1 iv A A 2. THE "H" DIMENSION SHOWN ON THE STANDARDS �� 12'MIN, EXIST L J Optional _ PAVEMENT '�LO N Weld Brace Ribs AND SPECIFIED ON THE PLANS WILL BE /1 oI 1 43.6lbs. 66±3 lbs. MEASURED FROM THE INVERT OF THE OUTFALL Cq all connectors cU 10' MIN including including PIPE TO THE TOP OF THE STRUCTURE. To SEDIMENT T to collar �-- �- VDOT POSITIVE DRAINAGE T connectors lugs PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY AGG�GATE B TRAPPING DEvICE >' a) v FOR ESTIMATING PURPOSES AND THE ACTUAL GALV STEEL or CAST �� • MUST EXTEND FULL WIDTH OF W p W O "t DIMENSIONS SHALL BE DETERMINED BY THE Al / MGRESS AND EGRESS OPERATION 4 ,0 rC IRON 1�("xl1h"x4" lugs CONTRACTOR FROM FIELD CONDITIONS. GRAVELFILTER PLAN VIEW O V Stud 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS WIRE SCREEN � E- "x4' connectors -� I FILTERED WATER � 2'-7# g1�" TO BE SHAPED( IN ACCORDANCE WITH STANDARD 41_20 IS-1. THE COST OF FURNISHING AND PLACING ALL 12' MIN. ., MATERIALS INCIDENTAL TO THE SHAPING IS TO BE OVERFLOW SECTION B-B INCLUDED IN THE BID PRICE FOR THE STRUCTURE. RUNOFF cam. PLAN WATER 3" MIN. Grate Removed 4. IN THE EVENT THE INVERT OF THE OUTFALL WITH -0 3� Q) ( ) 3. PIPE IS HIGHER THAN THE BOTTOM OF THE SEDIMENT " MIN. _-1 2"- 8 STRUCTURE, THE INVERT OF THE STRUCTURE FILTER CLOT SECTION A -A w SHALL BE SHAPED WITH CEMENT MORTAR TO PROP INLET PREVENT STANDING OR PONDING OF WATER :x.': WITH GATE N IN THE STRUCTURE. THE COST OF FURNISHING �T_ AND PLACING ALL MATERIALS INCIDENTAL TO I 2%' PRICE FOR THE STRUCTURE. DIMENSIONS FOR THE SHAPING IS TO BE INCLUDED IN THE BID sEDIMENT , - '' - � • -� _ �•_ _ CAST IRON ONLY 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" SPECIFIC APPLICATION 4'-2' OR GREATER. FOR DETAILS SEE STANDARD ST-1. 2'-7• I - 6. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE REINFORCED CONGRE SECTION B-B DRAM SPACE z * 3" Dia. weep hole _ �2" 0 2" C HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW SMOOTH DOWELS AT APPROXIMATELY CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING E80-3m H - .,.- - 1 -3 � N 12' -C TO BE PLACED IN ALL AREAS ADJACENT � 0 0 0 0 ° a - 2�� min. TO ABUTTING CONCRETE TO PREVENT AROUND THE STRUCTURE. a a a n Collar ADJACENT TO ABUTTING CONCRETE TO PREVENT w a&CL n n 4" depth Aggr. SETTLEMENT. IN LIEU OF DOWELS A 2" X 4" 5' Min. Pavement 5' Min. a { <#68, #78, or NOTCH MAY BE PROVIDED. SEE ST'D T-DI-3,4 ' GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. EEE a ° I #8x6" width FOR ALTERNATE DESIGN. E E E E Z++ 12"-15"-18"or 24" Ci 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO L J `D DRAIN SUBBASE MATERIAL. WEEP HOLE WITH SOURCE: VA. DSWC PLATE. 3.07-3 ° I I 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH T OR GALVANIZED STEEL WIRE, MINIMUM WIRE CONSTRUCTION OF A SILT FENCE DIAMETER 0.03", NUMBER 4 MESH HARDWARE a a 'a rC CLOTH ANCHORED FIRMLY TO THE OUTSIDE (WI TH WIRE SUPPORT) OF THE STRUCTURE. W 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. SECTION A -A LJ 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 TRENCH UPSLOPE ALONG THE LINE E 2- „I-- (3000 PSI. PRECAST CONCRETE IS TO BE OF POSTS. 4000 4 Q CONCRETE QUANTITIES FOR MIN. DEPTH 1 +� 10. ANY ALTERNATE METHODS OF ANCHORAGE sand fill MEETING THE APPROVAL OF THE ENGINEER _� _ p p 0 Cu. Yds. Concrete 12" conc. i e-1.44 Y � � - 15" conc. pipe-1.528 Cu. Yds. Concrete 3. MAY BE SUBSTITUTED FOR THE CAST IRON --��`• yy ` F� r'/ -� i•*v� ,� `i .r`. -ti. ... .,ice. �.: 18" conc. pipe-1.620 Cu. Yds. Concrete ; �~----1'�' LUGS AS SHOWN HEREON. i 24" conc. pipe-1.817 Cu. Yds. Concrete I '� / z. _ -.:r _ �M _ •� Add 0.469 Cu. Yds. per additional foot of depth. MICHAE S. STIC EY SECTION C-C SECTION DD - I � / �--� - � --Zcasing pipe or Zcarrier pipe �spacers (see note) bricked �j Zg b2 GRATE DETAIL /� /� I tunnel liner up ends BOA LI 03 162No. � APPROXIMATE WEIGHT = c� �_ c�ssjcs NAL Cos: Iron Grate 363 f 18 lbs. FLOW - I _ I NOTE: III III 4" 1. Separation of carrier pipe from casing pipe shall be by STANDARD DROP INLET SPECIFICATION manufactured steel and/or plastic casing spacers 12"-24" PIPE MAXIMUM DEPTH (H) =10' REFERENCE 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE 2. spacers shall be placed on spigot end within 6 inches of VI R G I N I A DEPARTMENT 233 FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. connection to bell; then 2 spacers evenly placed on length 104.01 of 302 SECTION of pipe TRANSPORTATION j SIZES REQUIRED CG-2 >_ CARRIER PIPE CASING PIPE WALL NOTES: y`t,� ., I' / DIA. (") DIA. (� THICKNESS (") _ �f _ 'f 4 or less 12 .250 6 16 .250 z 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 1 (III - (III 8 18 .375 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. L� 10 20 .37512 24 .250 WATER SERVICE LATERALSCn E-+ 3. CURB HAVING A RADIUS OF 300 FEET OR LESS FLOW ALONG 1- 14 24 .375 ( � I � a) Casing pipe shall be SCH 40 PVC or SDR 21 FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 15 24 .375 b) 3" diameter pipe for 1" service lines Q a' 15" DEPTH OR INCREASED AS MUCH AS 3" (21" DEPTH) III I _III I 16 30 .500 c) 6" diameter pipe for 2" service lines > ( ) 18 30 .500 LU IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. 20 36 .500 d) no spacers or sand fill to be installed WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. 21 36 .500 Q4 OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT 24 36 .500 TN15 DETAIL TO BE USED FOR SLEEVING LaW E- IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN '-4" -' FILTER FABRIC EXISTINCs SEWER LINE UNDER PROPOSED E_ Z ( for larger pipe use tunnel liner) ROAD. INCREASE IN DEPTH. 2"R ~--' O 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS ANDIIILI I �t WIRE HIGHWAY CROSSING Q 45 MPH OR LESS IN DEVELOPED (URBAN AND - -I - Figure 3 SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE .4 EXCEEDED STANDARD C G - 3 IS REQUIRED. ° io SOURCE: Ada ted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PIATE. 3.05-1 24 d ' ° Silmood & �y8il Q' W wQ I"X411X4'-8" SLATS, 2-FINISH NAIL AT WIRE ME514 REINFORCING V.D.O.T. Z 1244 41 2" RADIUS SEE SURFACE TOP AND BOTTOM ROAD AND BRIDGE STANDARDS SECTION 301�4 O �+ a NOTE 4 2"X411X4' BEAMS, TOE NAIL TO POST 8� E- a a 4 - - ° Q a _ � \�, \ �,, �+• .�,, � ^\�,\� \ \�,, � CLASS A-3 CONCRETE 1 SURFACE 6" BASE 21-A 0 ;n a ° a° BASE e `� COMPACTED SUBGRADE •-� 4"X40X8' POSTS (COMPACTED TO 95% DENSITY AT OPTIMUM a MOISTURE CONTENT, VDOT VTM-1 METHOD) v a BASE "° SUBBASE _ _ _ �6 SUBBASE NOTE: PRESERvATIvE STAIN ON ALL WOOD. - _ � TRA5�4 DU1„ 1=,5TrzR F'AD COLOR TO MATCH THAT OF BLDG. fil I I(NOT TO SCALE) 12" -11 - ACCEPTABLE ALTERNATE 6„ I a_- I ;� Dt-dumppad DATE: JULY 2002 IF CURB IS EXTRUDED CONCRETE FOOTING SPECIFICATION REFERENCE STANDARD 6" CURB ' -I' I-"- ' =I' I-'' I I I_ SCALE: AS SHOWN UJOOD FENCE DETAIL 105 VIRGINIA DEPARTMENT fPARTMENT FOR BUFFER SCREEN 4 DUi"Ii=5TER ENCLOSURE DESIGNED BY: MSS 502 TRANSPORTATION 201.01 NOT TO SCALE JOB NO. 2222 SHEET 5 OF 5