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HomeMy WebLinkAbout24-07 McCoy's Dairy Bar - Restaurant - Shawnee - Backfile (2)0 0 0 a z a 0 7i 0 N 0 N C d- �a 0 0 0 0 i c a L rn w 0 0 V) 0 N rl I.n N O a a GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including 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 applicable Standards and Construction Specifications of The Vir inia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall 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 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 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 and 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.fcso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approvals. 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 the manhole. 6. When an existing water main is tapped for the inspection of a new 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 with the Authority's Inspector. 8. The Authority's maintenance department 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 coppersetter. b The frame and cover shall be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For 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 services. d For all 1 %" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as requireded). 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 lines 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 V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture of a discrepancy or conflict between the Standards or Specifications and Regulations, the most for the full width of any dedicated street right-of-way. At the direction of VDOT, stringent shall govern density tests shall be performed by a qualified independent agency in accordance with V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. to VDOT daily, unless specified otherwise V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in V15. VDOT Standard CD and UD underdrains shall be installed where indicated on accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic these plans and/or as specified by VDOT. control floggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge V16. The installation of any entrances and mailboxes within any dedicated street right - Specifications. of -way shall meet VDOT minimum design standards and is the responsibility of the V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic developer. signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It V17• Prior to VDOT acceptance of any streets, all required street signage and/or pavement is the sole responsibility of the developer to locate and identify utility facilities or items that may be markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify account receivable basis following the Manual On Uniform Traffic Control Devices. the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be V18. The developer shall provide the VDOT Residency Office with a list of all material subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any sources prior to the start of construction. Copies of all invoices for materials field revision shall be the responsibility of the developer. 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 V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land obscured. use permits for any work within VDOT right-of-way. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and mechanical spreader. Density will be determined using the density control strip in held by the engineer and/or developer with the attendance of the contractor, various County agencies, accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10, utility companies and VDOT prior to initiation of work. A certified compaction technician shall perform these tests. Certified copies of test V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any reports shall be submitted to VDOT daily, unless specified otherwise. In addition to undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any checking stone depths, a VDOT representative shall be notified and given the opportunity required or requested inspection. to be present during the construction and testing of the density control strip. V9. The contractor shall be responsible for maintaining adequate access to the project from the V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the adjacent public roadway via a construction entrance that is constructed and maintained in VDOT Road and Bridge Specifications. Density shall be determined using the density accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, control strip as specified in Section 315 and VTM-76. A certified compaction technician access to other properties affected by this project shall be maintained through construction. The shall perform these tests. Certified copies of test reports shall be submitted to VDOT Developer shall have, within the limits of the project, an employee certified by the Virginia daily, unless specified otherwise. A VDOT representative shall be notified and given the Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall opportunity to be present during the construction and testing of the control strip. inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V21. In accordance with Section 302.03 the foundations for pipe culverts thirty-six 36 . P P rfY- V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the 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 end of construction. exploration to the engineer and VDOT for approval prior to placing pipe. Foundation V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict otherwise unsuitable foundation is encountered, the foundation design and/or need for points. foundation stabilization shall be determined by the engineer and approved by VDOT. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) V22. Approval of these plans shall expire three (3) years from the date of the approval encountered during the course of construction shall be immediately brought to the attention of the letter. engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT plans and/or as specified by VDOT. representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall V24• VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these be present to insure the sample obtaines is representative of the location. When soil samples are plans in accordance with VDOT?s installation criteria. Final approval of the guardrail submitted to private laboratories for testing, the samples shall be clearly identified and labeled as layout to be given by VDOT after grading is mostly complete. belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. as n;i 1 Ir-41, "a =a T ,.,�;,� � OF TMP 6 -A - I I / Proposed Use,," Restaurant Vicinity Map Scale 1 "= 1000' MARCH 26, 2007 Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. PHR+1t 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 T 540.667.2139 F 540.665.0493 Owner/Developer: Beverly McCoy 10303 Lomond Drive Manassas, Virginia 20109 (571) 224-5140 P.O.C. Beverly McCoy 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 Communications 195 Rainville Road Winchester, Virginia 22602 (540) 504-0942 P.O.C. Art Coleman Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman �,- -•��� Zif A. MISLOWSKY, JR, 0 NO, 020674 H .� s.07 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. ,SHEET INDEX 1 COVER SHEET 2 KEY 3 SITE PLAN 4 GRADING & EROSION CONTROL PLAN 5 LANDSCAPING AND LIGHTING PLAN 6 UTILITY DETAILS 7 CONSTRUCTION DETAILS 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.) s: system, b) Submittal of certified as built of thr subdivision which contains the following items: stormwater conveyance y 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. REVISIONS NO. DESCRIPTION DATE REVS'D REND APPV'D Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: 15120-1-0 Sheet Number 1 of 7 V) >- 0 v 2: 6 (N ,-., Ln 1-4 �- � If a- - ---�. a_ �� � 7'", 7:-- -�:_' -, 7K,' ., :,-..:, ��.- -,- I r� - I- I IT, 71- I -1 , � ---,AT--� .J� ,9 ,_. _,7T �--,--.� It. 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O Of a_ r-- C:) , H -4- - I'd �§C14 r�- 0 0 04 - P-- z 0 V) < + C6 0 LO 11 LL- V) �- = E>u w w X: CL N -r r T- 0 LIJ >- :�E 0 u z >- Uj > 0 w L, Li -j cq Li >- u = 0 ff ly D C/� �- § < o . < 0 w w T- V) . L,j 0 �c F�� C-) (n t: c!) w V) W 0 6 V) z 0 0 V) LLJ a_, C) � --q- )o (� C) < § V) 0 z (D z 3: 0 LLJ \-, C) V- 1 6 %a z C*4 V) LLJ C) < Of C) Ld T- U Lli W- -i tO L, W- ELIZABETH PROPERTIES, LC PIN 86-A-15 INST#070002101 ZONING: B1 LAND USE: COMMERCIAL TO INTER -STATE 81 87'38 24 39.30' IMP=755.80' CMP=755.74' 0 C) 0 0 a I z a 0 0 N N L0 0 0 U c a m w 0 m a U0 0 U U z 0 N ai O d d EX. STM DI TOP=760.11' INV IN 18" CMP=756.06' INV IN 24" CMP=756.11' INV OUT 36" CMP=756.00' EX. SAN MH TOP=761.16 00 INV IN 8" PVC=753.46 -- -- -(RV OUT 8`P $� 6.57`- - 24" CMP 119 17' JASBO, INC. STEPHENS CITY LODGE PIN 86-A-14 NO. 2483 DB 634 PG 499 PIN 86-A-13 ZONING: B1 DB 977 PG 473 ZONING: B1 LAND USE: COMMERCIAL LAND USE: COMMERCIAL N RIGHT OF WAY TO BE DEDICATED BY OWNER (346 SF (0.0079 ACRES)) REF. UNAPPROVED VDOT PLAN #A 0277-034-103 RW-201 25 MPH POSTED SPEED LIMIT FAIRFAX PIKE -STATE ROUTE 277 ------%60--- _-- R/W VARIES PROP. 2" GA� - SERVICE LINE - PROP. 4" SDR 35 26 SAN. LA __--_EC_SA_ TO_P TAP--- -r INV. IN=75 80 INV. OUT= 3.49 71 n- - - _.- - -_... - --- ------ - - "- ---- EX. 8 PV SANITARY SEW R - ONidE�T fi . $ PVC RLINE -2 WATER METER - ------------ - -- - -- - I-2"WATERSMVIa- - - SEWER ESMT TAP BY FCSA II DB 777, PG 1113 50' BRL WATER ESMT EX. SAN MH INST #070000886 TOP=760.70 CONNECT TO BUILDIN INV IN 8" CIP=752.67 1-2" WATERLINE ------ INV IN 8" PVC=752.69 1-2"x2" TEE INV OUT 8" PVC=752.66 HANDICAP PARKING SIGN EX. STM DI TOP=759.37' INV IN 36" CMP (A)=755.14' INV IN 36" CMP (B)=755.37' INV OUT 36" CMP=755.12' REVISED LEASE AREA "E" PORTION OF PIN 86-A-18 CONNECT TO BUILDING ZONING: B2 1-2" WATERLINE LAND USE: VACANT 1-90' BEND Gi9�4PH/CSCALE 20 10 0 20 40 1N FEET 1 inch = 20 ft. rZ in w I C.O. REQUIR D I i 8 STOP SIGN & BAR SACK ---� D A+R S86 9� REVISED LEASEA=CZ_ 87� PgQ0N 86-A-18 LAND USE: VACANT- - G o - 19,008 SF/0.4364 AC 42,00' ----{ 41 - w - --e-. --- -� - -- -f- - z Z a " PATIO COLO IA LI�H P %� 4' 42'x25' N ��'� co N ly- Q / � v • 36" CMP (g) EX. STM DI TOP=760.62' INV IN 24" CMP=756.32' INV OUT 36" CMP=756.22' ST�S#LTt& BAR M/M EX N�~ G PAVEMENT 24" CMP WINCITY REALTY ASSOCIATES PIN 86-A-18 DB 783 PG 350 ZONING: 82 r� LAND USE: COMMERCIAL -- -'- ----_� N89''01 52"E iiiam TO DOUBLE TOLLGATE & US RT 522 EX. STM DI N87'38'46"E TOP=760.69' 1.92' INV IN =FLOODED INV OUT =FLOODED PROP. GAS METER 2-6" BOLLARDS '\ / WITH 4' SPACING -� 50' BRL EXISTING BB&T BANK SITE r I REVISED LEASE AREA "C" PORTION OF PIN 86-A-18 - ZONING: 82 �M I LAND USE: COMMERCIAL �r 4 R20 0 ` STM 61+ TOP=7$9.99' INV IN i1E." RCP=757.69' INV OUIT 15" RCP=757.61' c0 I PAVED FLUME . W/ALUMINUM GRATING 1 11 10.0' I!1 I ' M/M EX. C&G EX. STM MH TOP=761.37' INV IN 24" CMP=757.22' INV IN 15" RCP=757.27' INV OUT 24" CMP=757.11' Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 757.73 757.48 25 12 1.00 RCP Storm Inlet Summary Str. No. Inv. In Inv. Out Top Elv. Type Throat 1 - 757.73 760.23 DI-1 - 765 EXISTING FINISH GR 755 750 24" CMP -24.90 1.00 % 12" RCP I r\ o �- r` 00ll? d_I10 C)°-> x +(D I N°-> +O Li CD Z 25 6 00 0 c� Q0 0+00 STORM SEWER PROFILES c" run u 113 ;OMPACTED SUBGRADE PROJECT SUMMARY TAX IDENTIFICATION NUMBER PART OF 86-A-18 EXISTING PARCEL AREA 18.99 - LEASE AREA D = 0.44 ACRES DEVELOPED PARCEL AREA 14 ACRES ZONING B-2 ADDRESS 340 FAIRFAX PIKE CURRENT USE VACANT PROPOSED USE RESTAURANT DISTURBED AREA 0.44 ACRES SETBACKS REQUIRED PROVIDED FRONT (Fairfax Pike) 50' 50'+ SIDE 0' 38' REAR 35' 75'+ PARKING 5' 5'+ BUILDING HEIGHT 35' (MAX.) 18'(+/-) EX. PARCELS LEASE AREA D TOTAL GROUND FLOOR AREA 101,522 SQ.FT. 910 SQ.FT. 910 SQ.FT. NUMBER OF STORIES 1 (18-24'f) 1 (18't) 1 (18'-24't) FAR ALLOWED 1 1 1 FAR PROVIDED 0.123 0.048 0.048 MINIMUM LANDSCAPED AREA 4.75 AC. (25%) 0.11 AC. (25%) 4.75 AC. (25%) RIGHT OF WAY DEDI LANDSCAPED AREA PROVIDED 6.01AC. (32%) 0,19 AC. (44%) 5.95 AC. (31%) ADJOINING LEASE AF INST #0600218 PARKING REQUIRED PROVIDED STANDARD SPACES (1.4/100 SF) 13 13 N 87'38': HANDICAP SPACES (1 TO 25 TOTAL SPACES) 1 1 70.4 TOTAL SPACES 13 13 PARKING LANDSCAPING "LEASE AREA D" IMPERVIOUS AREA 10,612 S.F. � PAVEMENT AREA 7,756 S.F. v: PAVEMENT TREES REQUIRED 11 ® 1/2000 S.F. _ PAVEMENT TREES PROVIDED 11 o INTERIOR TREES REQUIRED 2 (®1/10 SP.) .; INTERIOR TREES PROVIDED 2 TOTAL TREES REQUIRED 13 TOTAL TREES PROVIDED 13 PARKING LOT LANDSCAPING REQUIRED 388 S.F. (0 5% MIN) PARKING LOT LANDSCAPING PROVIDED 559 S.F. STANDARD PAVEMENT SECTION Not to Scale GRAPHIC SCALE 50' 25' 0' 50' 100' 1 INCH = 50 ft. HOR/Z. 1 11VCH = 5 ft. VERT. NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. SIGNS- BUSINESS SIGNS WILL BE MOUNTED ON TOP OF THE BUILDING. THE SIGNS WITH BE 3'x12' ON THE FRONT AND 3'x9' ON EACH SIDE. 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 SHALL BE ACCESSIBLE. 5. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES L-Li Q OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. z O 6. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 w 0 7. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL U FEATURES EXIST. W 8. ALL UTILITIES TO BE PLACED UNDERGROUND 0 U 9.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE _7 Z MARSHALL REQUIREMENTS. 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. n THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF O z THE FIRE MARSHALL. C= L LJ 11. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 309, OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS IBC AND CABO A117.1-98 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES. 12. NOTE SPECIAL 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 VIRGINIA LICENSED DESIGN PERSON. 13. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY EXISTING WATER LINE DEPTHS IN ACCORDANCE WITH PROPOSED STORM SEWER CROSSINGS. TRIP GENERATION ME, en-i EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 496 T.P.D. LAND USE CODE: 150 FIRE LANES REOUIREMENTS- Fire Lane markings and signage is required at all fire hydrants, fire 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 are satisfied. "1'1 III II" 1 LEGEND PROPOSED CURB & GUTTER .................................... PROPOSED STANDARD PAVED AREA (8' 218/2' SM 12.5A) ............••. C� PROPOSED CONCRETE AREA ........................................ PROPOSED GRASS AREA ........................................ PROPOSED EASEMENT AREA ........................................ - - ZONING BOUNDARY ............................................... ZB UTILITY PEDESTALS ............................................... 0 10 EX19NG STORM DRAINAGE & STRUCTURE ........................... PROPOSED STORM DRAINAGE & STRUCTURE ........................... PROPOSED WATER MAIN ........................... - r Wi - EXISTING WATER MAIN ............................................. PROPOSED nRE HYDRANT •••••• PROPOSED GATE VALVE & BOX. W �- EXISTING SAN. SEWER AND MANHOLE ............................. - -.--.-, .__-, c = : PROPOSED UNDERGROUND ELECTRIC SERVICE ..................•••••• UGT r- PROPOSED UNDERGROUND TELEPHONE SERVICE ........................ ~ PROPOSED GAS SERVICE ........................................... c/� z w 00 U z w U U Q V) o cn w Elf 0 1� Q G�Nrq w Q 61 pWIpW Z rr•Q Q_ 100 LU0 Ww`-' `�Wof U0ZjCL 0 _ U N U Q ._ IF- v Q ca 0 0 i N U Ln cn 0 0 Q o N 0 _I Q a � Cn � ++ N J NC � C- 0 0 C) Ln o r` r-, to cri 'i 0 L � �R L C Un 0 a� ,W a) 4.1 C: c� C7D CL L� w -1 O O N O O + t,_ V)N it O _ �- >-- U M > wa _j w Q� U 0 Un Un H O 0O O UV Q Q cYn o U r'Y z z o Y 00 zN c? Un W Q Cr 0 Ljj = _J10 0 U t r) 0 0 0 a z a. I 0 0 0 N 0 N N_ 0 0 U i 0) 1= w cy- m Q a 0 U I O N to ,-I cu O a X. STM DI OP=760.1I' JV IN 18" CMP=756.06' �V IN 24" CMP=756.11' JV OUT 36" CMP=756.00' ;4 rt '� k EX. SAN MH 25 MPH POSTED SPEED LIMIT TOP=761.16 FAIRFAX PIKE -STATE ROUTE 277 INV IN 8" PVC=753.46 - - - -760 - R/W VARIES .. ---- T1�V Z7UT-8„ �� , - - - -- 4 ' CMP 119.17' _ - - 24.75 -- --- -�•.�- -c +R S 8 7• 0 C ��^^ E�VI SED- LEAS b� on La n% F PI 86-A-18 7171 - EX. 8" PV. SANITARY SEW .R 6S, S --- _ 19,008 SF/0.4364 AC �' ------ - 76215 �� - — �/ EX. 8" W� DER _ 0 SEWER ESMT - - - - - '~ PA A4, 1 I �'� �6 _ —_=- - - - - - i 777, PG 1113 / �� 42'z25' L 50' BR WATER ESMT INST #070000886 j 76. 0 PG bil DIG___ _ 50' BRL 752.67 -752.69 cCOY S DAIRY BA ¢ 752.66 TOTAL SF 1' V-762.80 762AO N2 7 60 @3— 1 7 40 T a CA 6 SED LEASE AREA "E"762.80' -ION OF PIN 86-A-18 I ZONING: B2 z� "° I AND USE: VACANT 2 2 762.70 2•2 \, EXISTING BB&T BANK SITE 90 T/C I CG_6R _ / �� REVISED LEASE AREA "C" _ � PORTION OF PIN 86-A-18 ZONING: B2 LAND USE: COMMERCIAL 2 3-2 -1 T�� 7 7 / ^y i 61. STM D1 --- _ TOP=7kk9.99' _T t CG-6 _ INV IN 15" RCP=757.69' \`J1 00 c INV OUP( 15" RCP=757.61' I STR. 1 U �1 PAVED FLUME \�\ 6Di-1 EV=760. 3 (0W/ALUMINUM I NV. 0 T=575.73 GRATING p " RIGHT OF WAY TO BE DEDICATED BY OWNER (346 SF (0.0079 ACRES)) REF. UNAPPROVED VDOT PLAN #A 0277-034-103 RW-201 -- CK 61. 76161 _ C T/C CMP (g) 62 PAVEMENT - EX. STM DI _ ' M/M EX. C&G TOP=760.62' OC 24" CMP i D �p0 INV IN 24" CMP=756.32' WINCITY REALTY ASSOCIATES INV OUT 36" CMP=756.22' PIN 86-A-18 EX. STM MH c? DB 783 PG 350 It TOP=761.37' \� ZONING: B2 t INV IN 24" CMP=757.22' O� LAND USE:: COMMERCIAL. INV IN 15" RCP=757.27' INV OUT 24" CMP=757.11' LEGEND PROPOSED STORM DRAINAGE & STRUCTURE - PROPOSED CURB & GUTTER • • • • • • DRAINAGE FLOW • . . . . . . . EXISTING GRADE • • • • • • . - PROPOSED GRADE • • • • . �J — PROPOSED SILT FENCE . • • • • • • . SF CONSTRUCTION ENTRANCE • • - • - • E O INLET PROTECTION• • • • • • • • �\ J DRAINAGE DMDE - . . . . . . LIMITS OF CLEARING. • • • • • • • - LOC SOILS CHART MAP NAME SYMBOL 44B Ciearbrook Channery Silt Loam 913 Chilhowie Silty Clay Loam NOTES: 1. ALL COLLECTED SEDIMENT SHALL BE CLEANED AND REMOVED FROM THE PUBLIC RIGHT-OF-WAY. GRAPH/CSCWLE 20 10 0 20 40 ( IN FEET 1 inch = 20 ft. STONE CONSTRUCTION ENTRANCE 70' MIN. A i i' FILTER CLOTH � 6" MIN. I A I SIDE ELEVATION EXISTING GROUND v DUI ril I I ` F UJ1 1 1 V L 1JKH11VHl COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE * MUST EXTEND FULL WIDTH OF OPERATION INGRESS AND EGRESS PLAN VIEW SECTION A -A REINFORCED CONCRETE EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) 10' MIN. EXISTING PAVEMENT 10' MIN. DRAIN SPACE SECTION B-B SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC CONSTRUCTION OF A SILT .FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 111 II 4" 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOW 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE 11 Plate 3.02-SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood & Wyant PLATE. 3.05-1 BLOCK AND GRAVEL DROP INLET SEDIMENT FIL TER CCK --_-_---•-� VI\rIYLL I ILILI\ WIRE SCREEN r— FILTERED WATER OVERFLOW RUNOFFi ....:::: WATER WITH ..— SEDIMENT r ems— '. DROP INLET Y WITH GATE 4 ' 7 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 PLATE. 3.07-3 w \� INiq � J Q o �oW z o W - Q ,�z 0 _ :2 vo zcn3w� 1 � Cn W Q �0 , wow 6 v w n� LL_ 0 1, 0 H� d _ 0� _ 4- U U Q v Q c� O o N cn U-) Q� ooN0 I Q o2f > m Q) d �f �.+ Q) N � c 0 O a Lin o 0 F- LL •` O 0 10- N C cn O �+ 0 c� 0' 0_ w od O x Z Z 0 0 0 9 Z 0 O V) O w W 15g �z ce � S Q Q 0 U Y o U QW 0Ly— Q UVVVVJJJJ ~ 0 w M o O a_ W Q o cV w z (10� Q w N o j 0 n- �� ZO Ll w � U W Fw-¢ w Q f--• w F- p � cn Q� o U 1 = cn rz U 0 w 0 z O Q t0 � U � Q Y (n � Q O Cliff U 0� I Z z Ll Y r O O zC4 Z W T_ J NiUH I Ur WAY I U ILL ULUIUA I LU b y OWNER (346 SF (0.0079 ACRES)) DO' REF. UNAPPROVED VDOT PLAN #A 0277-034-103 RW-201 -- S8fi'39'3-a`3"E- 6,57' 25 MPH POSTED SPEED LIMIT FAIRFAX PIKE —STATE ROUTE 277 (U R/W VARIES 24.75' _-t r PATIO OLONIAL LIGH P Ir 42 x25 50 BRL , 1 HANDICAP PARKING SIGN STOP SIGN & BAR -' a n-SETSAICK Al r Yi W II a a 36 CMP EX. STM DI TOP=760.62' INV IN 24" CMP=756.32' INV OUT 36" CMP=756,22' 4 GR4PH/CSOW, F 20 10 0 20 40 /N FEET 1 inch = 20 ft. ,. cCOY AI Y BA TOTAL SF F.F. E 62.80 • CG-6 1D 24" CI'v1 WINCITY REALTY ASSOCIATES PIN 86-A-18 DB 783 PG 350 ZONING: 82 LAND USE: COMMERCIAL 0 U �M 50' BRL STM DI TOP=759.99' INV IN 15" RCP= INV OUT 15" RC EX. STM MH -- TOP=761.37' INV iN 24" CMP=757.22' iNV IN 15" RCP=757.27' INV OUT 24" CMP=757.11' ALL FIXTURES TO, BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE. Prune codominant leaders Prune rubbing or —� cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all boiling ropes Remove top of wire basket DO NOT prune terminal leader or branch tips 1 � — s widen and score hole wall e Remove container and cut circling -G" Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width 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 backfili, water to settle soil, finish backfiliing Area for water drainage TREE PLANTER DETAIL no scale SHOE BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS #3 STEEL REINFORCEMENT / TIES V-6" O.C. ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE, LIGHT POLE 1" TOOLED EDGES LIGHT POLE BASE HAND RUB FINISH ON WITH COVER PLATE SURFACE OF CONCRETE AND FILL IN VOIDS. 1!i j SMOOTH FINISH ON ALL`. EXPOSED CONCRETE NONSHRINK LOAD SURFACES. PAINT y ill. . (. BEARING GROUT YELLOW ABOVE GRADE. II i ANCHOR BOLTS FURNISHED 3 -On e I I it (_ WITH LIGHT POLE. BOLT SIZE FACE OF PROJECTION AND BOLT CURB GRADE `i llI CIRCLE PER MANUFACTURER'S ry _ RECOMMENDATION. 8' GALVANIZED GROUND "I V-8" 4 CONCRETE BASE ROD. BOND TO POLE. .,� � — P.V.C. CONDUIT AT 2'-6" #3 STEEL REINFORCEMENT BELOW GRADE TO PANEL. TIES 1 -6 O.C. #4 STEEL REINFORCEMENT — ` ' ` " I r - = NOTE: BARS _ ALL UNDERGROUND WIRING -�- - — TO BE IN NON-METALLIC CONDUIT NOT TO SCALE PLAN LIGHT POLE FOUNDATION DETAIL COLONIAL LIGHT (3° SUPFIT-10OW HPS M-N-III) WITH 16 FT. FIBERGLASS POLE TO BE INSTALLED PER POTOMAC EDISON COMPANY SPECIFICATIONS. #4 STEEL REINFORCEMENT BARS #3 STEEL REINFORCEMENT TIES @ l'-6" O.C. LIGHT POLE 1" TOOLED EDGES LIGHT POLE BASE HAND RUB FINISH ON: SURFACE OF CONCRETE WITH COVER PLATE AND FILL IN VOIDS. SMOOTH FINISH ON AILL EXPOSED CONCRETE �'i NONSHRINK LOAD SURFACES. PAINT to II. I lh II ' ': 11 L BEARING GROUT YELLOW ABOVE GRADE. ANCHOR BOLTS FURNISHED 3 -ou l ' WITH LIGHT POLE. BOLT SIZE FACE OF d PROJECTION AND BOLT CURB GRADE CIRCLE PER MANUFACTURER'S :I .. RECOMMENDATION. 8' GALVANIZED GROUND 1'-8" 0 CONCRETE BASE ROD. BOND TO POLE. f — P.V.C. CONDUIT AT 2'-6" #3 STEEL REINFORCEMENT I.• �. _ BELOW GRADE TO PANEL TiES ® 1 -6 O.C. _ �\ #4 STEEL REINFORCEMENT cO °�:, ' NOTE: BARS r ALL UNDERGROUND WIRING G -� TO BE IN NON-METALLIC CONDUIT NOT TO SCALE LIGHT POLE FOUNDATION DETAIL SEEDING RE'QUIREEMENTS ALL DISTURBED AREAS NOT PAVED WILL RECiEVE AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONS17 7ES77NG PERFORMED AT TiME OF CONSTRUCTION. AT A MINIMUM LiME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ, FT. 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. NOTES: ELECTRIC OUTLETS SHALL BE PROVIDED AT THE BASE OF EACH DOGWOOD TREE. THE TWO LIGHT POLES LOCATED AT EACH CORNER OF THE PATIO SHALL BE' COLONIAL LIGHTS. PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY AIN PIN OAK 2' CAL 0 6' HIGH AS SHOWN 3 RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 4 DOGWOOD 2' CAL 0 6' HIGH AS SHOWN 10 Lo THOLLY HETZ 3 GAL CONTAINERS-36' HiGH 3' ON CENTER 31 LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20';: ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. Arn1-Mounted Drop or Flat Leas Cutoff Area Lighting irtended Use KAC re'lec.or is optical-cudIRV aluminum thar works in tatldnin with a light -diffusing KAD For park nq areas, street I'ghting, walk- prismati� lens. ways and car io:s. Electrical - Ballast is high- reactance,hign R7 povier factor (70 1:)MV H?S,1G0tai &1bCPA) a;11tl 0Uf Features or high powcr factor constan t-wartege au- Houshp. Rugged, die cast, soft corner tctransformor (175-400W MH & HIPS), Bal- al«minurn hous nq with 0.'2' nominal wail last is copper wound and 10014 factory thickness. Extrudad 4" sof: corner am `or tested. polo or vial rlcuntmg is standard. Finish- Disk nrnn7e (DDR} rrrmsicn-resis- paur Fiume - {ADS die-cinst dior fr�.me tanrt poiy'este- powder finish !DDO), with has i-npr:ct-res stsnt,tempered glass lens other architectural colors available. which is filly gasteted Jlith ore -piece Socket- Porcelain, horiranteliy (position) bonded tuh«arsiicone.Y.ACdccestalu orion-odmoqul-oaseso:ket(100M&',50M mirum doer frame hr-s prismatic, Impact are medium -base; with copper alloy, nick - resistant, tempered glass, drao disn acryl oi-platac screw shell and center contect. is lens or crop dish polycarbona-e tans. UL listed 1500''vV-600`d. 4Kb' pu se rateJ. a Doorframeisfuilygasketedwith cne-puce u tular silicone. Listings - UI_ Listed (standard) CIA Cert;- . fied orNON1 Cerif ed (see Options). U'_i'st- 1ptics •- KAD refle(-.tnrs are anndi✓pd hy- ed for wet locations. iPE5 cerif ed. drofarned and segmented alurnin.in. Fou' cutoff distributions available: R2 (Roed- way).H 3lAsymrnetric),R4(I'orwa-d Throw) and R5(Symme7ric). Sagmeniod reflectors are rotatable and fie'd-iniercha-icabl?. Ordering Information. Example: KAD 400M R3120 SPDOB i i I nesign;l1on D'tinihotinn lruilluf! Molafill 3 CO onsy4cccssories ioh Press rr�;Cdulm K4D-Hl,crcformeQ Ra(lect s 120 Ircluced iAalled KAD 70S R2 Type II fuadvray ZW SP0124 4` SLuafe pule dim, (sid.l tPi I amp inr, coded KAD 1D05 R3 Type III asymmetric 2W SPDC2 3' scuere pole Orin Sr Singlc fuse,123'l. 277V. Y,7V (rda TO: KA❑ tins P,4 Type it7 'crwarc 277 RP004 W rounc poly arm* OF Do.ule fuse, 203V, 210V 430V (rVa TB: KAD 25DS throw, sharp cutoff 347 RPDa9 9' round pole atn PER NEMA A-AZt-Ivck ft:O UWdtae unlY (ao KAU WDS R5S Type V square 430t WWU04 4' wood poic or wa f* pho:ocanrol) McIsLN.tli:1 aec.nuntg _ftG?le-GttrS TB' WWOo9 T wuud pale J. Lvd I ORS C.Ia-tz restrike systcn (250W max, KAD 100NI SR2 type II asymmetric WB004 C wn I breclet 2C•V lamp not inciudedl KAD 150NI SP3 Type iII asyunne-ric W8009 T wa I brckot PD Power trav, KAD 175Ai SWC Type, P/'orwarc Slipped-5'paratcly WTR-oininal bocko KAD 200611 throw, sham rntnff KMA hin' crm adapter EC Emeraenty cirrus KAD 250111 KTMB Twln noun-ing bar SCWA Supe- MA pulae start ballast (,'a wta KAD 32DW DAD12P Ce4ree Erm (pole, any HPS, tnaM nr MAI) KAD 35UNI DAD12Wi3 Logroo arm lwalo CSA CSA Unified KAD 401M Nom Norm ;er-i'12d 4onsui: factorv) i or a; un'. mcfit:rownl .oho. cct ice' 43i. PE7 NENIA twat lock PE 1129V 24P11 PE3 NEhi? tvasY•iack PE (3114) PEA NEMA tvrst-lack P: (4330 PE7 NEh1A twist lock P= (277V) SC Shorting cap for PER ori:)1 11S Ii�.t�;-side stir c 112, 113,114: 'SR2, SU: KADVG Va7dal guvd KADWG wireamarr 14=5:—_,-._-- D —1— 1 M17uc'. Fa n•*Nrar`}rth SMA n'hwrs.�cn nntaA Crnsu ". `a:ti�ryln a ai'akal.i/.n ranara. t;AD i opt —1m rtr "3n�a r: 117nt 7n.i`/,�4'}:� iT/Jl.tr (:ararfv FHAU l 7hf 11 17W,217V. d7V'sh p5a5IIaJ'"+4TJ. �. i SFDr9,'in?..a tK P•1Y'C3 u� t uscdwten lur dr uis� �,y`• ,.----- -. _.-. die a•ic red pr Dl+YJ.DV DoD 7d�dr0+Inc pettem. Heigh; T:a(t E.t) �-+" ,—` i CF.S'D avai tkEc'ncclrG x,.tt..eac. Ccrrv.tfaclo•y. 'dsa ,aogh! �2:b:;ta.l kg) 1 H i Cnl•r ❑vai oblc.van,SR3.SP4C&optm 7 htaybeorcoradat anaccwcory. 3 Ineiidcs-rclnt:rxJ orm. �A4,FrHWV1Atl�x7int� n'ww.11thonia,cam -o, - teyn'crd: <nD-K.AC 03tdoor , ✓ PSS8 431 GENERAL CONDITIONS SCOPE OF WORK The landscape contractor shall provide all materials, labor and equipment to complete all landscape work as shown on the plans and specifications. NOTE: If the contractor bids according to the (Plant List, he/she should thoroughly check the plant list quantities with the symbols drawn on the plan, top be sure there are no discrepancies. If there is a discrepancy between the drawing and the list on the plans, the drawing takes precedence. STANDARDS A. All plant material will conform to the current issue of the American Standard for Nursery Stock published by the American Nursery & Landscape Association (ANLA). B. Plant material must be selected from nurseries that have been inspected and certified by state loot ins ectors. P P C. Collected material may be used only when approved by owner's representative. D. Nomenclature will be in accordance with Hortus III by L.H. Bailey. SUBSTITUTIONS: PRE —BID It is the landscape contractor's responsibility to make every reasonable effort to find the material specified by the architect. The landscape contractor may offer substitutions to the landscape architect for his/her consideration. The landscape contractor will notify the landscape architect if there are known diseases or insect resistant species that can be substituted for a selected pest —prone plant. The contractor shall submit a base bid as per plan plus price clarifications for all recommended substitutions. SUBSTITUTIONS: POST —BID It is the intent to eliminate post —bid substitutions. However, in the event that the contract material has become unavailable, an appropriate substitution must be approved by the owner's representative. UTILITIES AND UNDERGROUND FEATURES The landscape contract shall notify utility companies and/or the general contractor in advance of construction to locate utilities. A. If there is a conflict with the utilities and the planting, the landscape architect shall be responsible for relocating plants prior to the planting process. Any cost due to relocating after planting shall be borne by the owner. DRAINAGE If plants are to be installed in areas that show obvious poor drainage, and the plants are inappropriate for that condition, the landscape contractor shall be relocated, the contract shall be adjusted to allow for drainage correction at a negotiated cost, or the plant selection modified by the landscape architect to accommodate the poor drainage situation. WARRANTY A. The standard warranty is for a one (1) year period, excluding bulbs, sod and annuals, commencing on the date of initial acceptance. Al plants shall be alive and in satisfactory growth at the end of the guarantee period. B. Balled and Burlapped (B&B). 1. Balled and burlapped plants shall be dug with firm root balls free of noxious weeds. There should be no excess soil on top of the root ball or around the trunk. 2. Ball size shall be in accordance with ANLA Standards. 3. Caliper and Height Measurements: In size grading B&B single —trunk trees, caliper shall take precedence over height. Caliper of the trunk shall be taken 6" Above the ground level (up to including 4" caliper size) and 12" above the ground level of larger trees. For multiple —trunk tress, Height measurement shall take precedence over caliper. C. Container —Grown Stock 1. The size of container —grown shrubs is measured by height and width of plant. Container —grown trees are measured by the some standards listed in B.3 above. The root system of container —grown plants shall be well —developed and well — distributed throughout the container. 2. All container —grown trees and shrubs that have circling and matted roots shall be treated in the following manner prior to planting: using a knife or sharp Blade, make 4-5 cuts, 1" deep, the length of the root ball, to cut all circling roots. See Planting Procedures For All Container —Grown Trees & Shrubs in this section. 3. All container —grown plants should be grouped and watered daily until they are planted in the landscape, the soil shall be kept moist with the equivalent of one inch of rainfall per week. A. Pruning shall be done before planting or during the planting operation. Pruning Detail for Trees in this section. B. All plant material in transit shall be covered to keep material from drying out. The covering shall comply with state and local laws pertaining to the transport of materials. C. Trees shall be placed in an upright position with the rootball covered by mulch and kept moist. Trees and shrubs should not be left on site unplanted for more than 24 hours without adequate water to insure roots survival. INSPECTION A. Plants may be subject to inspection and approval by the owner or owner's representative at the place of growth or holding yard for conformity to specification requirements as to quality, size and variety. B. Plants damaged in handling or transportation can be rejected by the owner or owner's representative. C. State nursery inspection certificates shall be furnished to the landscape architect upon request. PLANTING PROCEDURES FOR ALL CONTAINER —GROWN TREES & SHRUBS A. Remove the plant either by cutting or inverting the container. B. For untreated plastic container grown plants with circling roots, use a sharp knife to make 1" cuts the length of the rootball. C. Plant shrub to tree a minimum of 1 /8 of the height of the rootball above existing grade. D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" away from the trunk of all trees and shrubs E. Plants grown in root containment bags must have the bags removed during the planting operation. No additional slashing of the rootball is necessary. to f- z W O ZO U 4. Z W cr_ Q U) UJ 0 V) W IY 0 Q —t w 1LNIp J cn J Q t� Z 0 d 3 4 WZ� 'o O wd �Ow Q "Z O y 0U_ maw � °��o0 _ �i U Q) N :t f 4) -C 4-1 M Q ._ (D r V a cQ O C i U)U cn in 0 -D -0 O O Q a0 N O c ry Qcc +0 N N C rtj c 0O o M C) in a � � � n � C U. •L 0 Q) _ :3 + C tli O Q M Q' 0. w Z Z Qg W� U Z Z C') W J z o + = O N N O �I LL O W Of Q .^ y I W > D W Q J 0 _ (n 0 (n (n . Z Z O Y (= N � U � U � 0 r W O o Z Z Z C4 O W � J10 _ 0 0 U [,- V-- 1= 0 0 0 n_ z { n. In r\ 0 0 N N d- 3 LJL.� J 0 Co U i C a L w 0 iY m o' a 0 0 0 N in t N O a a 48" min. rT noml hnrkf11 STANDARD 24" select backfill 6" 1/2 O.D. -- --- 6" CONCRETE CRADLE 24" select back -fill 6„ All backfill to be compacted to 95% of ASTM D698 maximum density. t� 24" select backfill 6" 6" CONCRETE ENCASEMENT TRENCH & BEDDING -1- cast in place access door, centered in top (see note 1) varies at property line 2' max. (see note 2) concrete pad 18" dia. x 6" deep 4" stone ' A roadway box 2" CTS polyethylene 27" - 29" T tubing (PET) 200 psi 12" w/ SS inserts at all connections 70A '—saddle with corporation stop water main ball valve curb stop with PJ w- ")ackfill MAR 06 2" custom setter (meter by FCSA) meter interface unit (see note 4) standard flat top for 4' diameter manhole finished I / T grade 3' riser section for 4' diameter manhole with cutouts �Q .j 3' min.--� 2" min. VA Is �6" ::::::::.:::.....:_: . solid support blocks stone bedding 9 under custom setter 12 gauge solid insulated copper wire for line tracing, PJ X FIP coupling, taped at 10 foot intervals MIP plastic plug (CTS) both ends with 2" NOTES: gate valve operating nut 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. S1 R3030 b) in traffic area - model no. H1 R2424 r" 2. Water service crossing street shall be encased in SCH 40 PVC or SDR 21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. 8" 3. Install 12 gauge solid insulated copper wire (for line tracing) from corp. stop to into the meter box [ wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box; wrap around bottom of 7477 angle ball valve; terminate with 12" tail piece]. 4. Meter interface unit requires 1 3/4" diameter hole. CUTOUT DETAIL (typical) THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 1 1/2" and 2" METER INSTALLATION -8- JUN 06 L Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. SMALL SIDE JOINT RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT PVC DIP 6" 8" 10" 12" 6" 8" 10" 12" 6" -- 40 60 60 -- 20 40 40 8" -- -- 40 60 -- -- 20 40 loll -- -- -- 40 -- -- -- 20 REDUCER Am — In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6" 8" 10" 12" 6" 8" 70" 12" 60 60 80 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- concrete pad 18" dia. x 6" deep-" ,— finished grade 4" stone•—r screw type 48" min. adjustable location marker valve box joint valve restrained stone .^, restraints to main 3, 18" to 24" 8"x 8"x 16" solid block for 12" valve 6" thru 12" _.:,.c>H.. _�,.. -w.. :.._ve. ,...m F.z_. .......i.1.�.. ..... �..:.1 a11:tv�._._r... ... t`�''_-:�'.-::iz�.. �.s:..-_ C'�._: ......:z�.a�'._��.� vfr>• �:....^�i',S.i'a %concrete pad 18" concrete pad 18" dia. x 6" deeper ..finished grade �.� / dia. x 6" deep 48" min. ............. 8"x 8 x 16" solid block Water stone 14" thru 36" GATE VALVE -9- j 4" stone) 24" min. j SEP 05 s Note: valve shall t screw be spur gear type adjustable ustable valve box I i valve ...� restrained i to main 8"x 8°x 16" solid block Forced Sewer MAR 06 In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A wye shall be restrained per a tee's Lr and a 450 bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6" 8" 10" 12" 6" 8" 10" 12" 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 20 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 -3- SEP 05 spigot by gasketed bell 45' bend 2' 3' minimum— gasketed pipe and fittings 8" x 4" gasketed bell wye SDR 35 solve weld cap property line finished I grade 5'� location marker 36" min. cover stone 45' treated 2"x 4" with. top 6" painted green 4" pipe at 2.GO% minimum grade All pipe and fittings shall be SDR 26 heavy wall sewer. SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- MAY 06 finished DOWN BEND DEPTH 4 FT. MIN. DOWN BEND RESTRAINED LENGTH Vertical offsets contain down and up bends. \ On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. in additions, any joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT, MIN. 5-12 FT. 4 FT, MIN. 5-12 FT SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE/RPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6" PVC/DIP 45, 22.5 & 11.25 20 20 10" PVC 22.5 & 11.25 20 20 8" PVC 45 40 20 10" DIP 45, 22.5 & 11.25 20 20 8" PVC 22.5 & 11.25 20 20 12" PVC/DIP 45 40 20 8" DIP 45, 22.5 & 11.25 20 20 12 PVC 22.5 & 11.25 20 20 PVC 45 40 -]710" 20 12" DIP 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS 3 OF 3 -4- SEP 05 Valvco, Inc valve box assembly: lid: Figure No. 7 marked 'SEWER' top section: Figure No. 7S26TO bottom section: Figure No. IBOB24 qWi�J0�10 Z rrQe �OwOc^o rw V)o (nwc1in� w0O04W�dLLO�� - U Q) N O U 4-1 O d rn .� ( h O I N U Cf) u7 N O O Q p Op N -i Q co co oEf v� Q) > 0 i _{ �+ Q — N rN C O 0 O 0 OC a 0 t- u- U) vi "L 0 L Q) _ + C vi L O M a LJ J � p concrete skid pad finished 18" dia. x 6" deep w grade J I- 4" stone =1 Panella Model PA4SV-CSK (4") cast iron ^TM cleanout cap with standard gasket and brass plug having a countersunk square head �d� Q heavy wall �1 Z 0 brick base s sanitary wye Q sewer main 45'bend Q 0 45. W ..--�.............. Y o U 0 4,� W stone °d U w� All pipe and fittings shall be SDR 26 heavy wall sewer. V � U w ch w SEWER CLEANOUT -19- MAY 06 Z N O Q w 0 + N f� O a ILIto Z j Q L., J w O { Q Li H Q U = a U) 0 (n 0 U ,J 0 W F- O z O O � 00 Q U U Ld O z z Y zC4 CK U w w Z L�J Q Q _ U _J LL r r� d= O O O 0 CL S I Z a M O O N N C- 3 0 C3 O GT U C cD CL C Lu 0 ry Q Q to 0 U U 6 N .-I l.! 'o a a ALTERNATE TOP RECOMMENDED MINIMUM HEIGHT CHART PIPE SIZE H DIMENSION CONCRETE CORR. METAL 12" - 2'-s 15" '" 4" 2'-B" 2'-tr' 2r' 3'-3 4" 3'-2" PB-1 GENERAL 1. MIL IUD 'A' 111r'L ULUU'NG SHALL LIE USED FOR ALL TYPES CF PV_ CJLVE?TS WITIAN TII: AoFLICAB_E EIGH' 0= COVER RANGE NOTED IN THE STANDARD PC-17A,BLES UNLESS OTHERWISE NOTED CN THE PLANS. 2. H - F-EIGH- OF COVER MEASLRED FROM TOP OF CLLVEFT TO FINISHED CRATE. 3. b CX--AVATION DE?TIE AS SIICW'N ON FLANS OR -0 nmo ((FARING SOLI. CIRCULAR PIKE 1. C OUTSIDE ]IAUETER OF PIPE. 2, d f,116% DINCEIER 0- PPL. 3. X WIDTH D- C-ASS I DACKFLL MATERAL BEYOND THE EXTREMITY OF THE PPC. K - 12" WHERE d IS LESS THAN 36". X 18" WHERE d IS 36' AJD GREATER. 4. WHERE DIRECTED =Y THE ENCNEER. BEDUpJC MATERIAL MAY BE ELIMINATED FOR NORMAI -MITI' FOUNDATIONS wJ brR ROUTINE FNTRANOF Pr- (FX(,.FPT Pt Arc. PIPE) 30' AND _ESS IN DIAMETER WITH HEISHT 0-- COVER 15 OR LESS. 5 RFG.II AR AA:KFII I MATFRIAI MAY 4F WJ ED IN LIFU OF CL AV, I BACKFILL MATEP. AL F03 ^L_ F3LNDATI3N -YDES =CR RCU_INE ENTRANC- PPE (EXCEPT ELASTIC; PWE) 30" AND LESS IN DIAMETER. WTH NEIGH- OF COVER t5'OR LESS. 6. SEDDHJG MATERIAL VIO CLASS BACKFILL VN7zRl11L MAY BE E-IMNATED =CR SHOULDER SLOT INLET I6I-13) OUTLET PIPES INSTALLA11613. ELLIP-ICAL PIFEr 1. S t - OLTS!DE SPAN DIVENSION CF FIPE. 2. 52 - INS'DE SPAN DIMENSION OF PPE. S R - OUTSIDE RISE DMEN31ON CF PIPE, 4. X - WIDTH UF* CLASS 18ALKFILL MAILMAL BLYUND IFL EX!PI:MIIY OF IHL W'L. X 12" WHERE S9 IS -ESE THAW 36" X 18" 'WHERE S2 IS 36" AND GREATER 5. W;-iEHE UIRECILO HY IH:: LNUINLER. BLUUINJ MAIERIPL MA" BE ELIMINATEU FOR NORMAL EARTH FOUNDATIONS UNDE; ROUTINE ENTRANCE FIRE WHERE S? IS 38" OR LESS AND FIFIGI;T 0" COV"R 1.5 OR I FSS. 6 REGULAR BACKFILL MATERIAL MAY EE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL f i'UNUATNJN TYFLS FOR .ROUT 14L LNTRANCC PPE WI ERE S2 IS 38' OR LESS AND HE!GH- OF COVER 15'0; LESS. PIPE ARCI-- 1. S SEAN DIMENS ON OF PIPE. 2• R RISE D'MENSION OF PIPE. 3 B SEE PC-1 TABLE FOR APPLICABLE PIPE VA-ERIAL 4. x - WIDIF Ot CLASS IUACK-ILL WATE?IAL BEYOND THE EXTREMITY DF -!IE PIPE. x 12" WHERE S2 IS LESS THAN 36'_ x - 18" WHERE S2 IS 36" AND GRcA--R 5. WI -ERE DIRECTED BY -HF ENGINEE?. BCDCING MATERIAL MAY DC ELIMINATED FOR NORMAL EARTH �CUNDATIONS UNDER ROUTINE ENTRANCE PRE WHERE S2 S 39" OR LESS AhD `tEl ;t-T OF COVER 15' OR LESS, 6 REGULAR BACKFL. MATERIAL MAY EE USED N LIEU OF CLASS 1 BACKFILL MATLRIA'- FUR ALL FCUNDATION TYPES FOR ROUTNE ENTRANCE PIPE WHERE S IS 35" OR LESS A14D I tC CI IT OF CCVER IS' DR LESS. N I Al I A I I O ICJ CI F 1- I P F (; U I_ \% E R-IS AN D R M c' kk = R S ,,G•, GENERAL NOTES 00 VIRGINIA DEPARTMENT OF TRANSPORTATION NO PROJECTION OF PIPE ABOVE GROUND LINE CC-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 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH N THE DIRECTION OF PEDESTRIAN - TRAVEL. OTHER TYPES OF MATERIAL 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 MONOLITH)CALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REOU'•RED BARS. 4, lF RAMP FLOOR IS PRECAST,HOLES MUST BE PRowrED 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. ON 5. REOtARED BARS ARE TO BE NO. 5 X B" PLACED T CENTER TO CENTER ALONG - - 12=t VAX BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER I'/2". 1211 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 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 RE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGI EER, MD SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE - 1 UIJt HYDRANTS, DROP INLETS, ETC, ACCESSIBLE ROUTES PROVIDE A CONTINUOUS � G m ,.-- UNOBSTR,ACTED, STABLE, FIRM AND SUP RESISTANT PATH CONNECTING ALL 12;1 FAAX YrC�� ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN RE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 5 * * 8. RAMPS WAY BE PLACED ON RADIAL OR TMCENT;AL SECTIONS PROVIDED THAT FIN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 2 - ^- '~ AT X .2" HIGFFR THAN THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS -"" EDGE OF PAVEMENT PERPENDICULAR TO THE CURB. AT X X , SAME AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADUCANNOT TYPE C AC COMMODATE REFERSTA NDA41 RD HEAVY TRUCK STAARD CG-13 COMMERCIAL EN RMXE ttHEAVYPARALLEL & PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE. MIN410UM WIDTH SHALL BE THE WIDTH OF TIE SHARED USE PATH 1.6" - 2.44" - TRUNCATED DOME C• C v-LJ-Lf O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0OT + a 0 0 0 O O 0 0 0 0 0 0 0 0 0 0, N y O O O O 0 0 0 0 D 0 0 0 0 0 0 to `) iv 02" �, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z 50Z - 65X Or BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z OP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - BLF BASE �-�__�1.4" VMI MUM PAY �IM LIMITS TRUNCATED DOME DETECTABLE WARNING DE Al L DE TAIL SHEET 1 OF 4 EF1CAThj CC-12 DETECTABLE WARNING SURFACE SPECIFICATM 7EFEHF.HC_ REFER GENERA(_ NOTES 105 307 REV.7/05 502 303 203,05 VIRGINIA DEPARTMENT OF TRANSPORTATION t CO-12 TOP OF F11 TOP OF FILL GROUND LINE H r rrrrr i TOP OF FILL --- GROUND LVCH _ GROUND LINE H l/JlJ - r rrrrr rrrr rrr rrr rrr rii -I /r rr ROCK OR i r r D•t2" r r EARTH D•12" � LDING D.12•• EARTH d d d D/2 4" D/2 0/2 +rfi• �I BEDDINO If b MATERIAL. MIN, t/10 D� MA�G R � t µ �TEI 10 MN. frD T I X F+-D -�•I MATERIAL r OF H XI -D -0 X F� - a-, FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAIN. ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL 11 PIE PROJECTION ABOVE GROUND LINE trN. 1.5 x D AW. t.5 x 0 MAN. 1.5 x D L-MN. t.5 T TOP OF FILL TOP OF FILL I - TOP OOFFFiLTL� H H N r riirrr rrrrrrr = r rrrrrr ,•rrrr,, � rrrrrrrrrrirr rirrrrrrrrrrrr • -' rr rr rrrr rrrrr rrr ri -- rrrrrr rrrrr rrrr rrrrrr - = rirrrirrrrrrr rrrrrrrrrrrrr rr •��•Ir rrrrf rrr rrr rrrrr - rrrrrrrrrrr rr.s�rrrrrr� r � . D•12" rrrrrr GROUND r rr rr rr rrrrr D•t2" r//rrrrrr rirrrrrrr _ r rrrrrr D. - rr GRfltJID rrrrrrsrr rirrrrrrr _ GROUND O 2�r d� �r✓ir LINE 0J2 / d rrrrr 014- LINE d -LINE �7 - - LLPj EARTH011 - ROCK OR b� �• •' :'' • • 3 '•: 1�= MIN. fJ10 D I I 4- EARTH MEN. 1Jt0 0 SOIL NC - ►.; • "T-"' � •'�+r•'�� X h+-D -1i X 1JAR. tltO D- BEDDING 1 ►� 8" DOWELS • .': MA7ERtA1 ' tBOD LBS. GROUT PER X +-- D - X BEDDING MATERIAL 5'LONG (WITHOUT CRATER �. ;•I 8"OF H ROCK FOUNDATION MATERIAL NORMAL. EARTH FOUNDATION (63 LBS.t I. MAX.24" NOTES: •i , i� BEDDING MATERIAL IN ACCORDANCE WITH NOTES: I. SEE GENERAL NOTES PRECAST FOR ADDITIONAL OETAx 5- ® SECTION 302 OF THE ROAD AD BRIDGE 2• CONCRETE TO � 4000 PSIMNIMW. NOTES: SPECIFICATIONS, FOR PLASTIC PIPE. THE LIMITS OF THE CLASS 1 BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL N ACCORDANCE EXTENDED TO t2" ABOVE THE TOP OF THE PIPE. 3. RENFORCING STEEL N ACCORDANCE WITH ASTM C-478. ASTM .A-497 1. TONGUE AND GROOVE JOINT TO BE OF FABRICATORS DESIGN MEETING THE WITH SECTION 302 OF THE ROAD AND BRIDGE (WIRE FABRIC) AND ASTM A•615 (RENFORCNG BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, OR SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING. SEE INSTALLATION OF PIPE CULVERTS 4 CONCRETE COVER A740 CRATE ARE TO FURNISHED AS A SINGLE LI41T. O RNG CASKETS OR BUTYL RUBBER. AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. E. REGULAR BACKFILL MATERIAL N ACCORDANCE 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. WITH SECTION 302 OF THE ROAD AND BRIDGE 5. SEE STANOA RD 01-L to FOR DETAILS OF FRAME AND GRATE. SPEdF(CATtONS. EMBMIICMENT G. DIMENSIONS SHOWN ARE MINtMtiM. ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS MANUFACTURER. RREFFEEREIC RU INSTALLATION OF PIPE CULVERTS AND STORM SEWERS STANDARD PRECAST TOP UNITS 105 302 CIRCULAR PIPE BEDDING AND BACKFILL - METHOD ''All VIRGINIA DEPARTMENT OF TRANSPORTATION233 0I-1 /= SECTION CAST IRONSEC71ON STEEL NOTES 2'-7" L 21/2" x V/2" x '/i' 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS, - Lugs'-4" cost edh cop )•3/2" long FOR DEPTH GREATER THAN 10' USE STANDARD 01-IA B B 2 SHOWN THE ArDAR05 .SPECIFIED5ON A --- A I +C ` THE PLION 0 ANS WILL BEON MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. CAST GALV. IRON STEEL J One welded PLAT 'N' DIMENSIONS ARE APPROXIMATE ONLY FOR ESTeJATNG PURPOSES AND THE ACTUAL n 66 ± I N°"'t DIMENSIONS SHALL BE DETERMINED BY THE a P1 Cplionol iv 3 be 43.6 tbs. CONTRACTOR FROM FIELD CONDITIONS. Brace Ribs < ;,,cl,�;ny including Weld os 3. WHEN SPECIFIED Ott THE PLANS THE INVERT IS --- lugs onnectors connectors TO BE SHAoEO N ACCOROANCE WITH STANDARD to Collor IS-t, THE COST OF FURNSHI(G AND PLACING ALL MATERIALG IS TO BE TAL TO THE �THESTRUCTURE. NDO INCLUDEDSIN THE PRICE FOR 4'/a' '-7" V/2" /2" x 1'/, x 4' Lugs '/: x 4" 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE S HIGHER THAN THE BOTTOM OF THE Stud Stud Shear STRUCTURE THE INVERT OF THE STRUCTURE connectors SHALL BE SHAPIED WITH CEMENT MORTAR TO 4 T t, Z` 9'/p" , PREVENT STANDING OR ROARING OF WATER �j1 N THE STRUCTURE. THE COST OF HNG IN T PLAN e TAIL T IYJD PLACING ALL MATERIALS INCfpENTAL TO INLET ISTRUCTIS TO BE� LURED N THE BID (Grate Removed) 'rr - PRICE f� 2' SECTION B-8 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-D"' OR GREATER. FOR OETA.C-S SEE STANDARD ST-1. DIMENSIONS FOR COLLAR DETAIL 6, THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CAST IRON ONLY 7. k 4 X 8" SMOOTH DOWELS AT APPRO?dMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT D TO ABUTTING CONCRETE TO PREVENT 4'-2'• Hardware Cloth 2' 6' SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. SEE STANDARD 3" piomeler p. •• = T•O.3, 4 FOR ALTERNATE DESIGN. 4- 4g Q •0. weep hole P See dote 8 N 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH'/I' MESH OR GALVANIZED DIAJETER 0.03", Caear + --4" depth r 068,1078 o9rg C DDDDDDDDDDDDDD C STEEL WIRE,MN�JM WRE NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. £• 1r; .e x 6' width ,� DOOOODDDDDDDOD le 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 �� my 12" t3"-t8" or 24" �� DODDODOOOODDDD a 4000 PSI.(3000 )' PRECAST CONCRETE IS TO BE • 10. ANY ALTERNATE METHODS OF ANCHORAGE D p o 2i . 7� (j(j(� (j MEETING THE APPROVAL OF THE ENGINEER p • [J ml : 1111iI������I{DD�D H i MAY BE SUBSTITUTED FOR THE CAST IRON • + u -__I LUGS AS SHOWN HEREON. 11� � •I a L M1'TTTII4 SECTION A-A�.�� CONCRETE QUANTITIES FOR MIN. DEPTH t2" concrete pipe 1.440 Cu. Yds. Concrete SECTION C-C SECTION D-D 15" concrete pipe - 1 528 Cu. Yde Concrete 1B" concrete pipe 1.620 Cu. Yds. Concrete 24" concrete pipe - 1.8t7 Cu. Yds. Concrete GRATE DETAIL Add 0.469 Cu. Yds. per odd;tionol foot of depth. APPROXIMATE WEIGHT Cost Iron Grate 363 ± 18 lbs STANDARD DROP INLET`F( 12" - 24" PIPE: MAXIMUM DEPTH (H) = 10' 233 --"'1 VNRGONIA DEPARTMENT OF TRANSPORTATION 302 ►Siti3i T-a-t STANDARD DI-1 FRAME TOP 04 BARS e 4 DIAG •A.L CC T YPFCAL DI-1, 1A PC 103.03 }: : r. �. :t A of NOTES \ 0.: Shaping at manhole and inlet inverts in accordonce with this drawing m to apply to those structures specified on plans or wher+ "y / \ \ '. \1 r n Slope to drain to invert e at cone, pipe, invert of pion is above invert of structure. •._ is Mantels or drop (Met R to be farmed and co+ntructad to OtcoroonCs rrirn Op woble stondord or special drawing. The imlerf shaping as detailed hereon Is to consist of 0 PortlorW Cement Concrete mix confo+ming to Glass A3 or CJOss CI,excePt Hat 25% of coarse oggregote may be up to 4" in tlameter and consist e• B j vR" "C 1„ ,( of atone, broken brick, broken, concrete, or broken concrete block The sur►oce shall be left smoolh by means ( ''' •. J p• . I 7 '' ?�,�: •>'1y �.•';' •.. n-'',s of hond trorretling. None of the coarse aggregate shall remain exposed. ` 1 \I� • 1.• ?,xn C0100s of Inver? shaping Os Down hereon ore for 410mMe Purposes only. );"3?rlt . . %. 'r . . :• EAcn manhole or drop Inlet is to be shooed and viduolly to test f t tine ` -- -- • '. • pOrh ulor inlet and outlet configuration and flow tines. ► • PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES REFERENCE STANDARD METHOD OF SHAPING MANHOLE 8 INLET INVERTS 302 VIRGINIA DEPARTMENT TRANSPORTATION 10-6 08 FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL REV. 7/05 107.01 cG 6 NOTES: 1, THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PS: IF PRECAST. 3. COMBINATION CURB 6 GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB b GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER $HEELL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF THE VOOT ROAD DESIGN MANUAL. 15 b P O O O e s a n b a a b a b a - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. TH'S AREA MAY BF CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6'' CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION PERMISSIBLE -C CONSTRUCTION 1 x5 DOWELS, B" LONG MNT 4, 0, 0 12" C-C 4 to N. B� AX �B TRUNCATED DOMES A SEE SHEET 1Or 4 FOR DETAILS TYPICAL DESIGN 8'-0" 4'-C" BACK OF CURB 12%1 MAX- 48-1 MAX. 2011 SECTION A -A �+-2' MIN +••( PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE( FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET IV 4, A 4' SQUARE LADING AREA OUTSIDE OF Y TRAVELWAY SHALL Y. BE PROVIDED WITHIN THE MARKED CROSSWALK AREA V) YJ O _�---- U � _ In 4R6-�K C) C SSWA K TYPICAL PLACEMENT �� CISSWAL'k 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 (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH B FLET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. CG-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION I I ' I2 2,-O„ 6" CG-6R 4' x 1 1 2' NOTCH ALUM GRATITVO, 32' WDE AS WN1 IN I 11 REQUi<tED MATCH E%ISiNiG CURB ELFVATbN EIIFER SIDE 1 NOTCH CURB 4' x 1 1/2' BOTH SIDES SHEET 2 OF 4 203.05A Note: Comb. curb & 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. e �- 4' 21A V.9/06 SECTION THE CONCRETE FLUME 201.03 N.T.S. WO AND i'RUYE RESERV PARKING R7-3 VAN AC CESSIBLE R7-6 0 I 6" 6" 1 6" ROUNDED CONCRETE TOP PAINTED YELLOW 6"0 STEEL POST FILLED WITH CONCRETE AND PAINTED YELLOW GRADE V-6" 0 CONCRETE BASE STANDARD CONCRETE BRICK PROTECTIVE 699 BOLLARD DETAIL NOT TO SCALE NOTES: 1. When a sign is used to indicate that traffic is always required to stop, a STOP (R1-1) sign (Stop Sign -Detail) shall be used. 2. The STOP sign shall be installed on the right side of the approach to which it applies. 3. The STOP sign shall be located as close as practical to the intersection it regulates, while optimizing its visibility to the road user it is intended to regulate. 4. The STOP sign shall be an octagon with a white legend and border on a red background. 5. All stop signs shall be mounted at a minimum height of 7 feet. 6. All stop bars shall be a 24" wide white line extending across approach lanes to indicate the point at which the stop is intended or required to be made. 7. SQUARE TUBE STEEL SIGN POSTS - Square tube steel sign posts shall be fabricated from hot rolled, carbon sheet steel, structural steel quality, conforming to the requirements of ASTM A1011, Grade 50 except the yield strength after cold -forming shall be 60,000 psi minimum: The steel gauge shall be 14 gauge for the 2 inch by 2 inch posts and 10 gauge for the 2 X inch by 2 % inch posts. Posts (inside and outside) shall be galvanized in accordance with the requirements of ASTM A653. Coating Designation G-90. Posts shall us an in -ground anchor system that provides a stable installation and allows easy replacement of the sign post Into the anchor system after vehicular impact. Posts shall conform to the breakaway requirements of AASHTO's Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals (1994 Edition including revisions). The Contractor shall provide a copy of the FHWA's acceptance letter indicating compliance with breakaway requirements at the time of catalog submission of the posts. Posts shall have 7/16 inch 1 /64 inch) openings or knockouts spaced 1 inch on centers on all four sides. Posts shall be installed in accordance with the manufacturer's recommendations. Payment will be made under: Sign Post Steel(Size), Linear Feet. 8. Handicapped parking areas shall be clearly marked with handicapped parking signs that are 12%18". These parking area shall also include a van accessible sign (12"x6") as seen below with a van. These signs shall be mounted on a square tube steel sign post. �r r� O O O 0 30" LEGEND, BORDER - WHITE (REFL.) BACKGROUND - RED (REFL.) STOP SIGN - DETAIL NOT TO SCALE STANDARD STOP BAR STOP LINES SHALL BE THERMOPLASTIC AND BE INSTALLED ACCORDING TO THE MUTCD 2003 EDITION SECTION 313 PAGE 313-25. Q G1NIA L'i R U J Y O _J 4 3 z �ZLt� Q O 0 wd' SOW Z t r, WSW = w0 r W N Q 1-U WOW Y� W A- LL_ IL)o U 0 41, o cr� CL �0WW00 - V) -- U Q) 0) ..� Q) r- Q CLD O v N 0 In N C -0 0 0 Qa 0NCD J 0 Q LO CO J +0 N - N N-) C O O p Ln LL. N vi •� >� L. L U� C U) O a� CL L J W _J F- F- a z Z Q O O N V)LL- O Cr �- = Q A Z > LLJ W Q _1 Ll Q W }_ :D U = U W 0 Q U fO U X L o0 z z v Z N_ w (L7 Z 0 o _ c> _J ti - CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including 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, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall 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 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 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 and 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.fcso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approvals. 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 the manhole. 6. When on existing water main is tapped for the inspection of a new 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 with the Authority's Inspector. 8. The Authority's maintenance department 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 coppersetter. b The frame and cover shall be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For 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 services. d For all 1 �" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as requireded). 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 V14. All roadway fill, base, subgrade material, and 'backfill in utility/storm sewer trenches Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture of a discrepancy or conflict between the Standards or Specifications and Regulations, the most for the full width of any dedicated street right-of-way. At the direction of VDOT, stringent shall govern density tests shall be performed by a qualified independent agency in accordance with V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. to VDOT daily, unless specified otherwise V3. When working within VDOT right-of-way, all traffic control, wheother permanent or temporary, shall be in V15. VDOT Standard CD and UD underdrains shall be installed where indicated on accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic these plans and/or as specified by VDOT. control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge V16. The installation of any entrances and mailboxes within any dedicated street right - Specifications. of -way shall meet VDOT minimum design standards and is the responsibility of the V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic developer. signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It V17• Prior to VDOT acceptance of any streets, all required street signage and/or pavement is the sole responsibility of the developer to locate and identify utility facilities or items that may be markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify account receivable basis following the Manual On Uniform Traffic Control Devices. the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be V18. The developer shall provide the VDOT Residency Office with a list of all material subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any sources prior to the start of construction. Copies of all invoices for materials field revision shall be the responsibility of the developer. 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 V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land obscured. use permits for any work within VDOT right-of-way. V1 g, Aggregate base and subbase materials shall be placed on subgrade by means of a V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and mechanical spreader. Density will be determined using the density control strip in held by the engineer and/or developer with the attendance of the contractor, various County agencies, accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. utility companies and VDOT prior to initiation of work. A certified compaction technician shall perform these tests. Certified copies of test V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any reports shall be submitted to VDOT daily, unless specified otherwise. In addition to undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any checking stone depths, a VDOT representative shall be notified and given the opportunity required or requested inspection. to be present during the construction and testing of the density control strip. V9. The contractor shall be responsible for maintaining adequate access to the project from the V20. Asphalt concrete pavements sholl be placed in accordance with Section 315 of the adjacent public roadway via a construction entrance that is constructed and maintained in VDOT Road and Bridge Specifications. Density shall be determined using the density accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, control strip as specified in Section 315 and VTM-76. A certified compaction technician access to other properties affected by this project shall be maintained through construction. The shall perform these tests. Certified copies of test reports shall be submitted to VDOT Developer shall have, within the limits of the project, an employee certified by the Virginia daily, unless specified otherwise. A VDOT representative sholl be notified and given the Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall opportunity to be present during the construction and testing of the control strip. inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the 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 end of construction. exploration to the engineer and VDOT for approval prior to placing pipe. Foundation V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict otherwise unsuitable foundation is encountered, the foundation design and/or need for points. foundation stabilization shall be determined by the engineer and approved by VDOT. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) V22, Approval of these plans shall expire three (3) years from the date of the approval encountered during the course of construction shall be immediately brought to the attention of the letter. engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT plans and/or as specified by VDOT. representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall V24• VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these be present to insure the sample obtaines is representative of the location. When soil samples are plans in accordance with VDOT?s installation criteria. Final approval of the guardrail submitted to private laboratories for testing, the samples shall be clearly identified and labeled as layout to be given by VDOT after grading is mostly complete. belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. em" emmmmalra'- AMR I'MMMMEMM& L) % I Ul IL X I WV Ina VC k 10A & W r "VAI I b"I 160 1 v -All Mra_ PART OF TMP B6 -A Proposed Use.- Restaurant Owner/Developer: Beverly McCoy 10303 Lomond Drive Manassas, Virginia 20109 (571) 224-5140 P.O.C. Beverly McCoy 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 Communications 195 Rainville Road Winchester, Virginia 22602 (540) 504-0942 P.O.C. Art Coleman Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869 1111 Vicinity Map Scale 1 "= 1000' MARCH 26, 2007 22604 P.O.C. Tim Hockman RESPONSIBLE NAME: CERTIFICATION DATE: LAND DISTURBER: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX 1 COVER SHEET 2 KEY 3 SITE PLAN 4 GRADING & EROSION CONTROL PLAN 5 LANDSCAPING AND LIGHTING PLAN 6 UT1Lay DETAILS 7 CONSTRUCTION DETAILS ERO t,aN 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 indcated 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.) - s• stormwater conveyance system, curb b� Submittal of certified as built of thr subdivision which contains the following items: o y y , and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the os-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. REVISIONS NO. DESCRIPTION DATE REVS'D REND APPV'D V, A LcoinP ATl Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. Approved by Frederick County Zoning Administrator PHR+1t 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 i 540.667.21 39 F 540.665.0493 ■ G ■ 0 020674 Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: 15120-1-0 Sheet Number 1 of 7 0 a 0 a z CL N N O O N N Q1 V) O U c a v w i Q a Q m 0 0 6 N Ln ,p a na 9)MP12ArSCWAF 50 25 0 50 100 ( /N FEET ) 1 inch = 50 ft. S _ .L S �v _ Y a u .. r i M.-I 14 RAW OF WAY 70 K OmlfAim BY i _ . , ` , :: :cam -•wi4-1aS M apTF _ �1 F S „ Fill VAM3 ..�.. P{:1G-.iy�(�.-_ tv / ",.:ate.,, a 01 Y .... ;: , :. ". ,: _..... -,ry .. -:.tie � .: ",' T .r,;J. .•-5�: ' ..., �: -�.' . . a. ,,y ;`•� ,. ,.,.r- ." , e; ,r ',. F'F '4,�,i'y'"'` .Y.. 'v'3F 'S i'iy„ ti. .. ::. , .... ...-. .: . x a'.. _ ._.. _�:::. ,... �. :.._. �.:...,,-.: ,.':;:..-.._ _._.....,.. -_.. ......... �... ._..-_.. ;. ..-_..... .... .:...,,.._ ..__..-_....._..,,. <.,. .. .. _.a... .._ n.r >. irs _�.... _4�.r.. .._ ..•Y .._, _ t , ... .�. ...__, ..,,. 'i�l _ .._. i. r 3., ... "old . .. � , LN A � J A � N O 3 Z Q z O W t Lr O y FW O = �U)�� LLJ ♦ ��w' a_ A w J F- VJ U N wN �rr W 1 U M Q d') N O I W N O O d p p N O J ry Q c0 cp Q) > L- J >, d N C: N .� M n v F- u. N vi •L >1 L Q) m L n a O N .4d � 0) 0. Lt_l Y ELIZABETH PROPERTIES, LC PIN 86-A-15 INST#070002101 ZONING: B1 LAND USE: COMMERCIAL TO INTERSTATE 81 ' ` " . S 73�8' W I S87'38 24 39.30' o WER-- 4P=755.80' CMP=755.74' t:1 df 0 of 0 0 a z 0 0 N N Qi 0 0 T c a m C w 0 4 m >- 14 c 0 O u 6 N Q) 'o LL (1 EX. STM DI TOP=760.11' INV IN 18" CMP=756.06' INV IN 24" CMP=756.11' INV OUT 36" CMP=756.00' EX. SAN MH TOP=761.16 00 INV IN 8" PVC=753.46 -! -mv O7T- 8" P �. 5 7t- 24" CMP 119 17' JASBO, INC. STEPHENS CITY LODGE PIN 86-A-14 NO. 2483 DB 634 PG 499 PIN 86-A-13 ZONING: B1 DB 977 PG 473 LAND USE: COMMERCIAL ZONING: B1 LAND USE: COMMERCIAL N RIGHT OF WAY TO BE DEDICATED BY OWNER (346 SF (0.0079 ACRES)) REF. UNAPPROVED VDOT PLAN #A 0277-034-103 RW-201 25 MPH POSTED SPEED LIMIT FAIRFAX PIKE -STATE ROUTE 277 .- 76 0- - - - - _ _ R/W VARIES PROP. 2" GAS SERVICE LINE _ -_PRQP.__4__�DR 35 26 SAN. LA . .75 -� L O P f� 1TAf?- =75 80fiUT= 3.49 EX.-8" F5--Vf SANITARY SEW R PVC RLINE_ -2 WATER METE -- - - - - - - --------- -_'F2 WATERSERV -- SEWER ESMT TAP BY FCSA DB 777, PG 1113 50' BRL WATER ESMT=`_ EX. SAN MH INST #070000886 TOP=760.70 CONNECT TO BUILDING INV IN 8" CIP=752.67 1-2" WATERLINE---- INV IN 8" PVC=752.69 1-2"x2" TEE INV OUT 8" PVC=752.66 HANDICAP PARKING SIGN EX. STM DI TOP=759.37' INV IN 36" CMP (A)=755.14' INV IN 36" CMP (B)=755.37' INV OUT 36" CMP=755.12' REVISED LEASE AREA "E" PORTION OF PIN 86-A-18 CONNECT TO BUILDING ZONING: B2 1-2" WATERLINE LAND USE VACANT 1-90 BEND c, w C.O. REQUIR�D - STOP SIGN & BAR _ _ aRfCtNG -SL B CK Gi9�4PH/CSCALE 20 10 0 20 40 ( /N FEET 1 inch = 20 ft. - P S86REVISED EEA8 776A-18 ---- -- -- o -- - - ------_ - - -_ - 6 0' L- AKID USE: VACANT , 19,008 SF/0.4364 AC,'� © 42.00' ---I -� - - - - f- - z Z PATIO COLO IAL LI�H P 42'x25' w � 1 ( (Y r 0 C" `AIRY BA 8.0 "AL SF - �762.80 ob f F.F. CG-6R N � I � � o A, O' CG"6 STIR. 1 DI-1. T-DI-1 RIM ELEV=760.23 INV. OUT=575.73 11W `tip 36" CMP (g) _ EX. STM DI TOP=760.62' INV IN 24" CMP=756.32' INV OUT 36" CMP=756.22' 1 TR O� -�- `_ -- -'- --- N89-01'22"E 6-==-_-_------ PROP. GAS METER -6" BOLLARDS 2 WITH 4' SPACING \ 50' BRL EXISTING BB&T BANK SITE " " 11 Q, N REVISED LEASE AREA C CD PORTION OF PIN 86-A-18 rm I-- ZONING: B2 LAND USE: COMMERCIAL f\ , R20 0 STM D'( TOP=7$9.99' INV IN i15" RCP=757.69' 2.00' ,r INV OUIT' 15" RCP=757.61' 1 r PAVED FLUME \ W/ALUMINUM GRATING - q0 12.58 STOF' �{ & BAR M/M E� X, IhNG PAVEMENT - 24" CMP WINCITY REALTY ASSOCIATES PIN 86-A-18 ' DB 783 PG 350 r ZONING: 82 ' LAND USE: COMMERCIAL M/M EX. C&G EX. STM MH -- - TOP=761.37' INV IN 24" CMP=757.22' INV IN 15" RCP=757.27' INV OUT 24" CMP=757.11' Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 757.73 757.48 25 12 1.00 RCP Storm Inlet Summary Str. No. Inv. In Inv. Out Top Elv. Type Throat 1 - 757.73 760.23 DI-1 - 765 EXISTINGLRADE FINISH GR 76 TO DOUBLE TOLLGATE Bc US RT 522 EX. STM DI TOP=760.69' N87'38'46"E INV IN =FLOODED 1.92' INV OUT =FLOODED 24" CMP ----24.90 ® 1.00 % 12" RCP 755 ti I 7 U U 750 C'4 r7 � oO Ln co r- I o � 11or" O 0 0 l l z �°'•, II o CD X +O > I Nw> +O WOF-Z DOI-Z 00 c0 Cn CD co 0+00 STORM SEWER PROFILES PROJECT SUMMARY TAX IDENTIFICATION NUMBER PART OF 86-A-18 EXISTING PARCEL AREA 18.99 - LEASE AREA D = 0.44 ACRES DEVELOPED PARCEL AREA 14 ACRES ZONING B-2 ADDRESS 340 FAIRFAX PIKE CURRENT USE VACANT PROPOSED USE RESTAURANT DISTURBED AREA 0.44 ACRES SETBACKS REQUIRED PROVIDED FRONT (Fairfax Pike) 50' 50'+ SIDE 0' 38' REAR 35' 75'+ PARKING 5' 5'+ BUILDING HEIGHT 35' (MAX.) 18'(+/-) EX. PARCELS LEASE AREA D TOTAL GROUND FLOOR AREA 101,522 SQ.FT. 910 SQ.FT. 910 SQ.FT. NUMBER OF STORIES 1 (18-24'f) 1 (18't) 1 (18'-24't) FAR ALLOWED 1 1 1 FAR PROVIDED 0.123 0.048 0.048 MINIMUM LANDSCAPED AREA 4.75 AC. (25%) 0.11 AC. (25%) 435 AC. (25%) RIGHT OF WAY DEDI LANDSCAPED AREA PROVIDED 6.01AC. (32%) 0.19 AC. (44%) 5.95 AC. (31%) ADJOINING LEASE AF INST #01600218 PARKING REQUIRED PROVIDED STANDARD SPACES (1.4/100 SF) 13 13 N87'38': HANDICAP SPACES (1 TO 25 TOTAL SPACES) 1 1 - - - TOTAL SPACES 13 13 70.4 PARKING LANDSCAPING "LEASE AREA D" IMPERVIOUS AREA 10,612 S.F. PAVEMENT AREA 7,756 S.F. - v: PAVEMENT TREES REQUIRED PAVEMENT TREES PROVIDED 11 @ 1/2000 S.F. 11 INTERIOR TREES REQUIRED 2 (®1/10 SP.) INTERIOR TREES PROVIDED 2 TOTAL TREES REQUIRED 13 TOTAL TREES PROVIDED 13 PARKING LOT LANDSCAPING REQUIRED 388 S.F. (0 5% MIN) PARKING LOT LANDSCAPING PROVIDED 559 S.F. i 1.5" SM 12.5A - 2" IMI-9 r 6" VDOT 21B WELL COMPACTED SUBGRADE STANDARD PAVEMENT SECTION Not to Scale GRAPHIC SCALE 50' 25' 0' 50' 100' 1 INCH = 50 ft. HOR/Z. 7 /NCH = 5 ft. VERT. NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. SIGNS- BUSINESS SIGNS WILL BE MOUNTED ON TOP OF THE BUILDING. THE SIGNS WITH BE 3'x12' ON THE FRONT AND 3'x9' ON EACH SIDE. 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 SHALL BE ACCESSIBLE. 5. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES QOF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 7,6. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 W 7. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. W 8. ALL UTILITIES TO BE PLACED UNDERGROUND U 9.ALL ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE _Z Z MARSHAL REQUIREMENTS. 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. IZ ry THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF 0 z THE FIRE MARSHALL Cn Ll 1 1). BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 309, OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS IBC AND CABO A117.1-98 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES. 12. NOTE SPECIAL 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 VIRGINIA LICENSED DESIGN PERSON. 13. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY EXISTING WATER LINE DEPTHS IN ACCORDANCE WITH PROPOSED STORM SEWER CROSSINGS. TRIP GENERATION ITE, en-i EDMON ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 496 T.P.D. LAND USE CODE: 150 FIRE LANES REOUIREMENTS- Fire Lane markings and signage is required at all fire hydrants, fire 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 are sotisfied. �TITAI - 1 . LEGEND PROPOSED CURB & GUTTER .................................... PROPOSED STANDARD PAVED AREA (8- 218/2' SM 12.5A) ......••••••••. PROPOSED CONCRETE AREA ....................................... PROPOSED GRASS AREA ............................ PROPOSED EASEMENT AREA ........................................ - - ZONING BOUNDARY ............................................... ZB UTILITY PEDESTALS ............................................... Ell 0 EXISTING STORM DRAINAGE & STRUCTURE ........................... PROPOSED STORM DRAINAGE & STRUCTURE ......••••••••••••••••••••. PROPOSED WATER MAIN ........................................... W F---- EXISTING WATER MAIN ............................................. - PROPOSED FIRE HYDRANT .......................................... PROPOSED CATE VALVE & BOX ................................... i Wd EXISTING SAN. SEWER AND MANHOLE .............................. - PROPOSED UNDERGROUND ELECTRIC SERVICE PROPOSED UNDERGROUND TELEPHONE SERVICE • • • • • • • • • • • • • • • • • . • • • • • • Tai- PROPOSED GAS SERVICE ........................................... IGASI -1 w �� 1NIAh [n A O I \ J CO Z Q 3 �wZ� z 0 Q z = pM"w v �! 1M� w c� 4N c�LLz d w' 6 Lu f e w ll U O w ti0 _ cL _ o o _ vi U N 4 U Q rn V a `0 O I N n cl) o o Q a N 0 -1 C� Q C0 c0 ad a) 0) � J _'' N rN o 0 Ln 0 r` �0- u F- u. 'i O L � _ n C vi O nD CL Lw z g w AL w t- Q Mg 9z O S D (� U LLJ W �Q U E � U U Y co v � W O � 7`- CD w 0 � d O O N O Q + N LL cn = N O Ljj � Z w > LiQ L-,Jj M w U z 0 Elf :DQ U 0 U Cn W = cn w Q � H- o C`nn Ld O V) z O O w 0 U Q Y U x 0I W z z Ld Y r O O zN Z w 0 0 _T U w Iti •- ki X. STM DI OP=760.11' V IN 18" CMP=756.06' IV IN 24" CMP=756.11' V OUT 36" CMP=756.00' RIGHT OF WAY TO BE DEDICATED BY OWNER (346 SF (0.0079 ACRES)) REF. UNAPPROVED VDOT PLAN #A 0277-034-103 RW-201 --760----- 25 MPH POSTED SPEED LIMIT FAIRFAX PIKE -STATE ROUTE 277 R/W VARIES - - - mille — E�VISED LLA 91 87.76 ----�_ - na UL 1ek y F PIN 86-A-18 �� N89 - - _ — -- EX. 8' PV, sAi ITARY SEW*-P,, - . 6O — — — — — — — - — — — — — — - _ 19,008 SF/0.4364 AC_�- -- - -- - /I--� _ 5 769-9-5 _ - _ — EX. 8" W ER T' -- — — — SEWER ESM-- � — PA110— B 777, PG 1113 42'x25''----- 50' BRL WATER ESMT--' INST #070000886 n ` .762.70 50' BRL 752.67 - ry ----Cl [=75 69 C=752.66 t ISED LEASE AREA "E" TION OF PIN 86-A-18 ZONING: B2 VACANT EXISTING BB&T BANK SITE REVISED LEASE AREA "C" �, I PORTION OF PIN 86-A-18 P ZONING: B2 I a~ LAND USE: COMMERCIAL / - i 761.7 2.32�\ T/C �I - STM D1 -- _ CG-6 TOP=7�9.99' INV IN 115" RCP=757.69' INV OUST 15" RCP=757.61' f STR. 1 U I �� PAVED FLUME \�\ DI-1 W,/ALUMINUM 6 11EV=760,723 GRATING i �P1V. 0=575.73 b �' _.__-.. 611 T/C - Rag M/M,,EXt - '— --- _— 36' CMP (g) sz PAVEMENT --�` OC - _ �-- EX. STM DI �---_ M/M EX. C&G TOP=760.62' OC 24 CNP D p� INV IN 24" CMP=756.32' WINCITY REALTY ASSOCIAT�8 INV OUT 36" CMP=756.22' PIN 86-A-18 EX. STM MH C DB 783 PG 350 TOP=761.37' o. ZONING: B2 ! INV IN 24" CMP=757.22' O� LAND USE: COMMERCIAL INV IN 15" RCP=757.27' INV OUT 24" CMP=757.11' • :11D�I� ♦: •1 -� • el 1 LEGEND PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB & GUTTER . • • • . • DRAINAGE FLOW. . . . . . . . . EXISTING GRADE . . . . . . . . - PROPOSED GRADE • • • • • • PROPOSED SILT FENCE • • . • • • • SF CONSTRUCTION ENTRANCE • • • • • • 0 INLET PROTECTION • • • • • • • • DRAINAGE DIVIDE . . . . . . . . LIMITS OF CLEARING • • • • • • • • LOC SOILS CHART MAP NAM E SYMBOL 44B Clearbrook Channery Silt Loam 913 Chilhowie Silty Clay Loam NOTES: 1. ALL COLLECTED SEDIMENT SHALL BE CLEANED AND REMOVED FROM THE PUBLIC RIGHT-OF-WAY. G9,,4PH/(SCALE 20 10 0 20 40 /N FEET 1 inch = 20 ft. STONE CONSTRUCTION ENTRANCE EXISTING GROUND rlsIi2111 FILTER CLOTH 6" MIN. I q SIDE ELEVATION 12' MIN, B VDOT #1 COURSE AGGREGATE B * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION REINFORCED CONCRETE 70' MIN. WA SHRACK (OPTI❑NAL) ~� POSITIVE DRAINAGE TO SEDIMENT iTRAPPING DEVICE PLAN VIEW -A SECTION A 10' MIN; EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) T 10' MIN. EXISTING PAVEMENT 10' MIN, DRAIN SPACE SECTION B-B SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPP OR T) 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. li III Nil FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC Plate 3.02-1SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood & Wyant PLATE. 3.05-1 BLOCK AND GRAVEL DROP INLET RUNOFF - WATER WITH SEDIMENT SEDIMENT SEDIMENT TTIL TER OVERFLOW -. DCK WIRE SCREEN r FILTERED WATER DROP INLET WITH GATE 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 PLATE. 3.07-3 some :. V) U (D M 0) v Q c0 O I N U �— U Q o � 0 t I Q � otS > -i _>� 4.0 N — N c 0 O C) Ln a i` 0 ILL O t` Q) cv _ /71 C O N a LL w I- o � 0 0 N Q O + LL_ W = N >; O r-- U Qf d. o w w �- j Q< 0 _ a- cn 0 cn to x U w 0 U z O 0 Q t° � U � Y � <Q (n Q O z 0 z W Y 0 0 zN W � = J Iri Z 0 0 10 1 1 , KIUH I Ul- WAY I U IJL ULUIC;A I LU b y OWNER (346 SF (0.0079 ACRES)) 00' REF. UNAPPROVED VDOT PLAN #A 0277-034-103 RW-201 — S86'39130'E1� 6.57' 25 MPH POSTED SPEED LIMIT FAIRFAX PIKE -STATE ROUTE 277 jV R/W VARIES _ 24.75' ---�FCC6Y-'S I}ftNR '-0"E_ - S8639' 8 REVISED LEAS€RIA_D„ PORTION F PIN 86-A-18 - SE: - _ - SF/0. AC - - OLONIAL LIGH P LE r PAT10 . 42 x25 50' BRIL ' 1 .7 Y HANDICAP PARKING SIGN z � Y Q a STOP SIGN & BAR _ p K 7SCTSAICK I t 36" CMP (g) EX. STM DI TOP=760.62' INV IN 24" CMP=756.32' INV OUT 36" CMP=756.22' Ci4APH/CSCW F 20 10 0 20 40 IN FEET 1 inch = 20 ft. O. 01 0 0 0 rZ f. CCOY AI Y A " T. T AL SF F.F. E 62.80 f � �1 _40�jl- 24" CI�P J t WINCITY REALTY ASSOCIATES PIN 86-A-18 DB 783 PG 350 ZONING: 132 LAND USE: COMMERCIAL 0'! 50' BRL STM DI TOP=759.99' INV IN 15" RCP= iNV OUT 15" RC EX. STM MH TOP=761.37' INV IN 24" CMP=757.22' INV IN 15" RCP=757.27' INV OUT 24" CMP=757.11' ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE. 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 —� - 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 s_ UNAMENDED backfill soil widen and score hole wall +T QA. • Partially backfill, water to settle soil, finish backfilling Remove container and cut circling Leave solid soil pedestal - do Area for water drainage roots if container -grown, or as much not dig deeper than boll depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no Safe SHOE BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS #3 STEEL REINFORCEMENT / TIES V-6" O.C. ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE. LIGHT POLE i" TOOLED EDGES LIGHT POLE BASE HAND RUB FINISH ON WITH COVER PLATE SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE TIII I L-NONSHRINK LOAD SURFACES. PAINT I I'I., I I BEARING GROUT YELLOW ABOVE GRADE. II' II I i ANCHOR BOLTS FURNISHED 3 -O" I L �.. WITH LIGHT POLE. BOLT SIZE FACE OF I �I PROJECTION AND BOLT CURB GRADE `I �LI CIRCLE PER MANUFACTURER'S _ RECOMMENDATION. 8' GALVANIZED GROUND — 1., " i 1'-8" 4 CONCRETE BASE ROD. BOND TO POLE. I P.V.C. CONDUIT AT 2'-6" #3 STEEL REINFORCEMENT _ _ _ 1. r I; . T BELOW GRADE TO PANEL. TiES 0 1 -6 O.C. _ #4 STEEL REINFORCEMENT NOTE: I r BARS _ ALL UNDERGROUND WIRING �- e TO BE IN NON-METALLIC CONDUIT V_8" NOT TO SCALE PLAN LIGHT POLE FOUNDATION DETAIL COLONIAL LIGHT (3" SUPFIT-100W HPS M-N-III) WITH 16 FT. FIBERGLASS POLE TO BE INSTALLED PER POTOMAC EDISON COMPANY SPECIFICATIONS. #4 STEEL REINFORCEMENT BARS #3 STEEL REINFORCEMENT TiES D V-6" O.C. UGHT POLE 1" TOOLED EDGES LIGHT POLE BASE HAND RUB FiNISH ON SURFACE OF CONCRETE WITH COVER PLATE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE ` , 111. I.�,1j �I� ( NONSHRINK LOAD SURFACES. PAINT Ili` II'L BEARING GROUT YELLOW ABOVE GRADE. ANCHOR BOLTS FURNISHED 3'-0" ' �I �- WITH LIGHT POLE. BOLT SIZE FACE OF a111 PROJECTION AND BOLT CURB GRADE CIRCLE PER MANUFACTURER'S RECOMMENDATION. 8' GALVANIZED GROUND —_ — .14 "1 ` — » 1 -8 0 CONCRETE BASE ROD. BOND TO POLE. 1 :i .. Z ° f , P,V.C. CONDUIT AT 2'-6" #3 STEEL REINFORCEMENT I.. < BELOW GRADE TO PANEL TIES @ l'-6" O.C. #4 STEEL REINFORCEMENT `� - .A °I`. ' NOTE: BARS . , _ ALL UNDERGROUND WIRING G TO BE IN NON-METALLIC CONDUIT 1'-8" NOT TO SCALE LIGHT POLE FOUNDATION DETAIL SEEDING RE'Q UIRE'ME'NTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MiNiMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT 71ME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS PER 1,000 SQ. FT. UNTENANCE 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. NOTES: ELECTRIC OUTLETS SHALL BE PROVIDED AT THE BASE OF EACH DOGWOOD TREE, THE TWO LIGHT POLES LOCATED AT EACH CORNER OF THE PATIO SHALL BE COLONIAL LIGHTS. PLANTING SCHEDULE COMMON NAME SIZE AT TiME OF PLANTING SPACING QUANTITY PIN OAK 2" CAL 0 6" HIGH AS SHOWN 3 RED MAPLE 2` CAL 0 6" HiGH AS SHOWN 4 DOGWOOD 2' CAL 0 6" HIGH AS SHOWN 10 HOLLY HETZ 3 GAL CONTAINERS-36" HIGH 3' ON CENTER 31 LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. Arn1-Mounted Drop or Flat Lens Cutoff Area Lighting Irtended Use KAC re'lec.or is Uptical-cuality alulnifnnn MD thaT kPiorks in tandem •Kith a light -diffusing For park nq areas, street I'ghtinq, Walk- prismati , lens. ways and car lo.s. LieotriceI-Ballast is high•-eactance,hign ! C(1(1fDU( Features povror factor (70 1a0W H?S,1ILUM WbCPA) or hiqh powcr factor constan:-vvanagc au - Housing Hugqcd, die cast, soft corner tctransiormor (175.400W MH & HPS). Bal- alunnum hous nq with 0.'2' nom'nal wsll Iasi is copper wound and 10014 factory thickness. Extrudsd 4" sof, co~nor am `or Les ,ed. pole or vial mounting is standard. Finiish - Dark hrnn7e(171011'1rrrrrsir.n-resin Oaar Frame - CAu die-cast d�Ur ira.tile tans polyeste• powder finish i00G1, with has impact-resstant,tempered glass Inns other architectural colors available. which is ft.11y gas<eted vJith ore -piece Socket- Porcelain, horizontally (position) y3 �� •„ , ,, bondedtibuarsiicone.KACdc-castalu- orien:odmoqul-aaseso;ket(t00M&150M ,z mlrum door frame hr.s prismatic, lmra ;t are modium-base; with copper alloy, nick} resistant, rempored glass, drop disnacryl- ol-platec screw shell and csnter contact. is lens or crop dish polycarbonare lens. UL listed 1500'A1-600`J. 4KU pu se rated. 7oorframeisfullygasketedwithcne-piece uaular silicone. Listings - UI_ Listed (stardard). CRA Cart:- Pied orNOfvt Cer.if ed (see Options). U'_rst- Clptics •'- KAD reflertors are F1110rli7ed hy- ed for tvel locations. IPi 5 cerif ed. dr:lfnrmed an:l segmented alumin.lm. Fnu' -.utoff distributions aiailable: R2 (Road- Nay)•R3iMymmctric),R4(Forwa-d Ihrow) 4 and 115(Symmetric). Scgmcntad reflectors are rotatable and fie'd-interchancabla. Ordering Information. Example: KAD 400M R3120 SPD09 11e::i0na iun n'slrit,riinu GhlNnar. Mn111lin3 Octons,,14cccvscries ilgh PrCSSS rEEQd 41r K��-Hr;CrCftLrmee Ra;lect,pr; 1Lo if CItlCQd I n lalled KAD 70S 132 Type it tuadway 233i SPOC4 4` scucre pule a11114 isid.l tPi Iamp inc 110d KAD 1009 113 Type III asvmrne'ric 24T SP00 T scvtre pole awn Sr Single fuse, 123'✓. 277J. 342J (n/a TD: KAn 150S R4 Type IV ` tare 777 RPD04 4: rounc pole arm' OF Diiale fuse, 203v, 240V 4 O+J (rya 7B:' KAD 25DS throw, sharp cutoff 347 RP009 9' rounc pole am PER NEMA :test -luck receptd0-, onh (III KAD 400S R5S Type V square 430' WVID04 4- wood pole or wall° phowcont-ol) Metal H tli i ae.gCiunt _fit flecte�s 78' WWO09 T wuud pule s wd I OHS Qd3-tz restrGke systcn 00W max, KAD 100ht SR2 type II asyrnmotrlc WROC4 4" wa I brecket '2CV lamp ncit includedr' KAD 150h1 SR3 Type III isvwmwdv W13009 T wa I brcket PD Power try' KAD 175h7 9114SC Typr, IV 'orwarc ype 3_5'parateh, WTB -oininal bock' KAD 200W throw, sharr cl:Inff KMA h4o3: crm adapter EC Emergency cirC T KAD 250rt1 KTMB Twin moun:in9 bar SCWA Supe- MA FUI3e Start ballast (Na wtl KAD 32Dh1' DAD12P Ecorcc arm Ipolal any HIPS. 100M rx 175M) KAD 35MV DA012WH Eogroo arm {well) GSA CS.4 Certified KAD 4031VI Nom Nom eri'tod ;consul: factory) i er o,^.a n! archJt:xwid ;oi>rs, zee Feg� 45i. PEI NEh1A tw:<_tlock PE 1120V 243Vi PE3 NWA tv✓st-i�ck P- (34/J} PE4 NENIA mrst-l)ck PE (45W) PE7 NEMA tvist lack P= (2770 SC Shorting cap for PER oa:i-an us Iiou�-side tris � n2, R3, n4; sr,2, se3� KADVG Vandal 9twil KADWG Vfir�On rc VC7G5:--•—_./�---�—��~_-' O-riy�•Icre •za shown ;n ,natwa fa.aGmo:u•I unla.a 1 nno-VI Inth&CtyA n+.hrrmisn nra�d J C ns"t > Crrzsu".°aanry in•}vet aiwl:Tr.n fTnd(2. (,pt Ml m Ihz^.!p�i.:C 11JrtV Jrt?+/, Ja 7 r11Jl.lr (:a.rarl. iz7d,2'?v.3c7vtsn'psa572Cv cT1. a srocs, 3^age xrnrq r" tiCU LM1l \V IYn IUI'Irn1:L'S•w�! a 1';nD FRO ila"n rn;,rrt10 r7-?;,`' *' , - nraa•lei+ed or.DVYJ. DY'Oor4"A4,i drl:inc pettom, rtoigh7 i"s(7a.i7 ; �`✓ ! ' i CRS-D:vai rd.H..+o:gh! r2.bc;lG.i tg7 j H xt;Eo mcc!ca xcltagic.cv_i.tfactwv. i C•nly—ioWc,vaiSi2'+. SR3,£P4CS Opt- i ! 7 AtaY 6a orcandac an atcoscory. 3 arm, - fi1!_1THL*N/AL✓1:FiT1N:G,_ -KA - :.... O;ttdocr: PSSB 4$1 kaVsciiIhoa <e�n�cru: tnD-KAC GENERAL CONDITIONS SCOPE OF WORK The landscape contractor shall provide all materials, labor and equipment to complete all landscape work as shown on the plans and specifications. NOTE: If the contractor bids according to the Plant List, he/she should thoroughly check the plant list quantities with the symbols drawn on the plan, top be sure there are no discrepancies. If there is a discrepancy between the drawing and the list on the plans, the drawing takes precedence. STANDARDS A. All plant material will conform to the current issue of the American Standard for Nursery Stock published by the American Nursery & Landscape Association (ANLA). B. Plant material must be selected from nurseries that have been inspected and certified by state plant inspectors. p P C. Collected material may be used only when approved by owner's representative. D. Nomenclature will be in accordance with Hortus III by L.H. Bailey. SUBSTITUTIONS: PRE —BID It is the landscape contractor's responsibility to make every reasonable effort to find the material specified by the architect. The landscape contractor may offer substitutions to the landscape architect for his/her consideration. The landscape contractor will notify the landscape architect if there are known diseases or insect resistant species that can be substituted for a selected pest —prone plant. The contractor shall submit a base bid as per plan plus price clarifications for all recommended substitutions. SUBSTITUTIONS: POST—BiD It is the intent to eliminate post —bid substitutions. However, in the event that the contract material has become unavailable, an appropriate substitution must be approved by the owner's representative. UTILITIES AND UNDERGROUND FEATURES The landscape contract shall notify utility companies and/or the general contractor in advance of construction to locate utilities. A. If there is a conflict with the utilities and the planting, the landscape architect shall be responsible for relocating plants prior to the planting process. Any cost due to relocating after planting shall be borne by the owner. DRAINAGE If plants are to be installed in areas that show obvious poor drainage, and the plants are inappropriate for that condition, the landscape contractor shall be relocated, the contract shall be adjusted to allow for drainage correction at a negotiated cost, or the plant selection modified by the landscape architect to accommodate the poor drainage situation. WARRANTY A. The standard warranty is for a one (1) year period, excluding bulbs, sod and annuals, commencing on the date of initial acceptance. Al plants shall be alive and in satisfactory growth at the end of the guarantee period. B. Balled and Burlapped (B&B). 1. Balled and burlapped plants shall be dug with firm root balls free of noxious weeds. There should be no excess soil on top of the root ball or around the trunk. 2. Ball size shall be in accordance with ANLA Standards. 3. Caliper and Height Measurements: In size grading B&B single —trunk trees, caliper shall take precedence over height. Caliper of the trunk shall be taken 6" Above the ground level (up to including 4" caliper size) and 12" above the ground level of larger trees. For multiple —trunk tress, Height measurement shall take precedence over caliper. C. Container —Grown Stock 1. The size of container —grown shrubs is measured by height and width of plant. Container —grown trees are measured by the same standards listed in B.3 above. The root system of container —grown plants shall be well —developed and well — distributed throughout the container. 2. All container —grown trees and shrubs that have circling and matted roots shall be treated in the following manner prior to planting: using a knife or sharp Blade, make 4-5 cuts, 1 " deep, the length of the root ball, to cut all circling roots. See Planting Procedures For All Container —Grown Trees & Shrubs in this section. 3. All container —grown plants should be grouped and watered daily until they are planted in the landscape, the soil shall be kept moist with the equivalent of one inch of rainfall per week. A. Pruning shall be done before planting or during the planting operation. Pruning Detail for Trees in this section. B. All plant material in transit shall be covered to keep material from drying out. The covering shall comply with state and local laws pertaining to the transport of materials. C. Trees shall be placed in on upright position with the rootball covered by mulch and kept moist. Trees and shrubs should not be left on site unplanted for more than 24 hours without adequate water to insure roots survival. INSPECTION A. Plants may be subject to inspection and approval by the owner or owner's representative at the place of growth or holding yard for conformity to specification requirements as to quality, size and variety. B. Plants damaged in handling or transportation can be rejected by the owner or owner's representative. C. State nursery inspection certificates shall be furnished to the landscape architect upon request. PLANTING PROCEDURES FOR ALL CONTAINER —GROWN TREES & SHRUBS A. Remove the plant either by cutting or inverting the container. B. For untreated plastic container grown plants with circling roots, use a sharp knife to make 1" cuts the length of the rootball. C. Plant shrub to tree a minimum of 1 /8 of the height of the rootball above existing grade. D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" away from the trunk of all trees and shrubs. E. Plants grown in root containment bags must have the bags removed during the planting operation. No additional slashing of the rootball is necessary. —J t �N 1 q W Un J t� Oz Q Q 0 0 UJ �Ow O � Q �z = w Cf)W , a w aw L7_ 0 � oo _ 4- U N 4)-C Q O 0 I N U �- N _0 -0 o o Q 0a N o .- I Dif Q cU CD a a) > C� M 0)r� c O O O o In r` 0 11-- U. N L o L � L _ + C ui O (D moo a.+ C M (L Li O Z + CL O N cV O N II h L _ 0 ry W U a 111.0 W W Q I U S M o U Uri 0 Z 0 0 i- N Q cYn U � U O I o LLJ O 0 z z zN Cf) Q w _ ___J 0 U L f 01 gener^' "—U-9" 8" stor 48" min. 8" I" 24" select backfill 6" 1/2 O.D. - - 6" CONCRETE CRADLE nanoral harkfill STANDARD 24" select backfill 6„ All backfill to be compacted to 95% of ASTM D698 maximum density. 5 24" select backfill 6" 6- CONCRETE ENCASEMENT TRENCH & BEDDING -1- cast in place access door, centered in top (see note 1) - varies at property line 2' max. (see note 2) concrete pad 18" dia. x 6" deep ne A 7r.aox lyethylene 27" - 29" T T) 200 psi 12' w/ SS inserts at all connections, ____--' '�ackfill MAR 06 2" custom setter (meter by FCSA) meter interface unit (see note 4) standard flat top for 4' diameter manhole finished grade 3' riser section for 4' diameter manhole with cutouts .Q .j Oa 2" min, i 6" stone'beddln ,solid support blocks 9 under custom setter 12 au a solid insulated saddle with corporation stop g g copper wire for line tracing, PJ X FIP coupling and taped at 10 foot intervals MIP plastic plug water main ball valve curb stop with PJ (CTS) both ends with 2" NOTES: ate valve o 9 operating 9 nut 1. Access door shall be b Halliday Products or our approved equal: a) in non traffic area model no. S1 R3030 b in traffic area - model n . } e o o H 1 R2424 2. Water service crossing street shall be encased in SCH 40 PVC or SDR 21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. 8„ 3. Install 12 gauge solid insulated copper wire (for line tracing) from Corp. stop to into the meter box [ wrap wire around corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box; wrap around bottom of angle ball valve; terminate with 12" tail piece]. 4. Meter interface unit requires 1 3/4" diameter hole. CUTOUT DETAIL (typical) THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 1 1/2" and 2" METER INSTALLATION -S- JUN 06 L Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) SMALL SIDE JOINT LARGE SIDE JOINT PVC DIP 6" 8" 10" 12" 6" 8" 10" 12" 6" -- 40 60 60 -- 20 40 40 8" -- -- 40 60 -- -- 20 40 10" -- -- -- 40 - -- -- 20 8"x 8"x 16" solid block REDUCER In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6" 8" 10" 12" 6" 8" 10" 12" 60 60 80 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- concrete pad 18' dia. x 6" location marker stone 0 4" stone" — screw type adjustable valve box joint 18, to 24" 4 6°thru 12" Note: valve shall be bevel gear tYPe 60-min. — over -excavation v r-excavation stone ............... Water 14" thru 36" GATE VALVE -9- finished grade 48" min. valve restrained to main 8"x 8N 16" solid block for 12" valve concrete pad 18' grade dia. x 6" deep 4" stone) 24" min. Note: valve shall screw be spur gear type type adjustable valve box i , valve �-��• restrained to main SEP 05 8"x 8"x 16" solid block Forced Sewer MAR 06 In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A wye shall be restrained per a tee's Lr and a 450 bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 tom- TEE, CROSS, WYE L.,x�}.�.a.;i� u3..iafa.vw.:. r„Yxz•,.,..:, ..9 .., �vr.�`�.'�r: ' •. �-�3w.,,.:.sl:.....+�..ix..si.f:� . Fw. �1+:. vt..t.c.'_:n: ,«^` <'�e. s,_�,.,_:...:.?.�5. � ..,'�r,^� ::«s In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6" 8" 10" 12" 6" 8" 10" 12" 90 201 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 201 20 20 20 20 20 20 20 11.25 20 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 -3- spigot by gasketed bell 45° bend 2' 3' minimum— gasketed pipe and fittings 8" x 4" gasketed bell wye SDR 35 solve weld cap property line finished grade 5— I� location marker36" min. cover stone -- �{ Pe 0 4" pipe at 2.00 /o minimum grade *:.*. - . - L ... All pipe and fittings shall be SDR 26 heavy wall sewer. SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- treated 2"x 4" with . top 6" painted green finished DOWN BEND DEPTH 4 FT. MIN. DOWN BEND RESTRAINED LENGTH Vertical offsets contain down and up bends. \ On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 FT. MIN. 5-12 SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6" PVC/DIP 45, 22.5 & 1115 20 20 10" PVC 22.5 & 11.25 20 20 8" PVC 45 40 20 10" DIP 45, 22.5 & 11.25 20 20 8" PVC 22.5 & 11.25 20 20 12" PVC/DIP 45 40 20 8" DIP 45, 22.5 & 11.25 20 20 12" PVC 22.5 & 11.25 20 20 10" PVC 45 40 20 12" DIP 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS 3 OF 3 SEP 05 -4- SEP 05 Valvco, Inc valve box assembly: lid: Figure No. 7 marked 'SEWER' top section: Figure No. 7S26TO bottom section: Figure No. IBOB24 concrete skid pad finished 18" dia. x 6" deep grade 101. 4" stone 18" Panella Model PA4SV-CSK (4") cast iron G©Q cleanout cap with standard gasket and brass ����� plug having a countersunk square head vdv heavy wall brick base sanitary wye sewer main 45' bend 454;0 .4.T stone All pipe and fittings shall be SDR 26 heavy wall sewer. MAY 06 SEWER CLEANOUT -19- MAY 06 w000- V)�-JowQQ Ow LJ v' z�LU0WWDe a WO 4- 0 4- U a� N O O Q � V Q. c0 O I N U U7 � Q a o a a J Q CO (D Q) J �f d {.+ Q — N (N tr) c O o U Ln C3 r- I-, n U F- ILL U) vi •L 0 L C vi L O a� ++ 13.w w I- 1=- 4- 0 4- U a� N O O Q � V Q. c0 O I N U U7 � Q a o a a J Q CO (D Q) J �f d {.+ Q — N (N tr) c O o U Ln C3 r- I-, n U F- ILL U) vi •L 0 L C vi L O a� ++ 13.w w I- 1=- Z s Q � Q � � (� U Y W F-- Q o � U W 0 � V U W o O a_ w 0 tV Z 0 n oXN Q w V a-,U _ Q < O Z o j Q �� Lii- Q � w F' Q t0 Q o U to = to U W t'J � ,J F- O z O O 00 U U � Y � �1 U D z Z w z � o y U _ O0 zN � LA Z o o 0 L r- 01-1 /? SECTION CAST WON1/2 SECTION STEEL NOTES 2'-7 • l 2'/2' x V/2- x '/4" 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. Lugs to be - cost with Collar // 10'-4" long I-3/2' / / FOR DEPTH GREATER THAN 10' USE STANDARD 01-IA B B 2. D PLANS THESTANDARDS�AJW]AROs A ___ A SPECIFIED OWN THE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. l * CAST GALV. IRON STEEL One welded PLAN "ff" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMAT04 PURPOSES NO THE ACTUAL J ^, 66 ± I ta"l DIMENSIONS SHALL BE DETERMINED BY THE + N Optional it 3 1be 43.6 lbs. CONTRACTOR FROM FIELD CONDITIONS. Brace Ribn < ineluding including Weld oe 3. WHEN SPECIFIED Oct THE PLANS THE INVERT IS _-- lugs ttutectors connectors TO BE SHAPED IV ACCORDANCE WITH STANDARD to collar IS-1. THE COST OF FURNISHING MID PLACING ALL ISODENTAL TO THE MATG IS TO 81 INCLUDEDSIN THE BIO PRICE FOR THE STRUCTURE 1'/2• x 4" /2 x 4" 4, IN THE EVENT THE AVERT OF THE QUTFKL PIPE IS HIGHER THAN THE BOTTOM OF THE 9Yi' '-7" gv'. Lugs Stud Sheer STRUCTURE THE INVERT OF THE STRUCTURE connectors SHALL BE fHAPED WITH CEMENT MORTAR TO 4 PREVENT STANDING OR PONOW OF WATER �2 IN THE STRUCTURE. THE COST OF FIiIMSHNG PLAN MID PLACING ALL MATERIALS INCIDENTAL TO N (Grote Removed) • PRSCE FOR INLET INTHEISTROUCTI� LURED N THE BD II " SECTION B-B N H 1 4•- " 5. STEPS ARE TO BE PROVIDED WHEN S 0 OR GREATER. FOR DETAC-S SEE S"ANDARD S7-t. DIMENSIONS FOR COLLAR DETAIL, 6, THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CAST IRON ONLY 7. 1N 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED N ALL AREAS ADJACENT D To ABUTTING CONCRETE TO PREVENT 4'-2" Hardware Cloth 2' 6' SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE SEE STANDARD 3" Diameter T- - T•�-3, 4 FOR ALTERNATE DESIGN. ALTERNATE I}••----=-= ale ho1le 3` ¢NI Q gyp'. s See Nate 8 ag N E 7w 8. 3" DAAET£R WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH OR GALVANIZED STEEL WIRE.M111INIMLIMHA WIRE oCLOTH � �. ' ---4" depth r '='B �°N O cam �ODD�DDD�DDDDD C C ANCHORED NUMBER 4 MESH HARDWARE CLOTH ANCFfORED Fi21A.Y TO THE OUTSIDE OF THE STRUCTURE. Ii1k 8 of t2, eB x 6" width ,� DODOOODOONE �� 9.CAST IN PLACE CONCRETE IS TO BE CLASS A3 N�mh Q n"-15"-t8" a 24" N 4000 (3000 PSI). PRECAST CONCRETE IS TO BE N N h O DODODOOOOODOOD 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER • ' C DDDDDDDDOQ E LUGS SHOWNUHEREON THE CAST �� D . a AS A -A 1• �4•'�... ��YSECTION CONCRETE QUANTITIES FOR MIN. DEPTH loll Y4_ ��" 12" concrete pipe 1.440 Cu. Yds. Concrete SECTION C-C SECTION D-D IS" concrete pipe - 1 528 Cu. Yds Concrete 18" concrete pipe - 1,620 Cu. Yds. Concrete 24" comcrela pipe - 1.817 Cu. Yds. Concrete T GRATE DE ;AIL Add 0.469 Cu. Yds, per additional took of depth. APPROXIMATE WEIGHT Cost iron Grate 363 ± 18 Ibs STANDARD DROP INLET`> 11,07011 12'' - 24" PIPE: MAXIMUM DEPTH (H) 10' 233 ----Y VBRGINIA DEPARTMENT OF TRANSPORTATION 302 104.01 T-01-1 STANDARD DI-1 FRAME TOP ALTERNATE TOP 14 BARS 0 4" C-C--T -T'1' •4 DL40 FALL CC T YPHCAL ---}-I- - - - - - -+-F-f 4-4 O�OU - - - - i ' 4 I I t-rt-1- ------ -t-r-r 4-1 4'-10" DIAMETER 4-10- DI-1, 1A PC PB-1 GLNLRAL 1. NT 11 OV 'A' PPL ULDONG SIIALL DC USCG FOR ALL TYPES CF rIF`_ CJLVE?TS NITION T11= A°FUC.38_E I-EIGH- 0- COVER RANCE NOTED IN THE STANDARD PC-1 Tr.BL=S UNLESS OTHERWISE NOTED CN THE DLANS, 2. H - NEIGH- OF COVER VEASLRED FROM TOP OF CLLVERT TO nNISI-ED CRANE. 3. b EXCAVATION DC?Tll AS SIICWN ON FLANS OR -0 Firm nrARING 50,1 . CIRCULAR PI--'C 1, C • OUTSIDE DIAVETER OF PIPE. 2. d - 'NS% DIAVE 1 ER 0- P PL. 3. X • WIDTH 0- C-ASS I BACKFLL MATERAL OCYCND THE EXTREMITY Or TIIC PP[ X - 12" WHERE d IS LESS THAN 36". X - 15" WHERE d IS 36' ,VND GREATER. 4. WHERE DI:ECTED =Y THE ENGINEER. BEDDING IJAT--RIaL MAY SE EL.MINATED FOR NORMAI -MITI' FOUNDATIONS li DFP ROUTfN'= FNTRANCP PP' (FXCFPT P1.1`67IC PIPE) 30' AND _ESS IN DIAMETER WITH HEtCHT 07- COVER 15 OR LESS. 5. RrG.IIAR HA,KFIII MATFRIAI VAY 71F. 11-FD IN LIFO OF CLASS IBACKFILL MATF_P,AL F0: AL- FOLNDATION -YDES =CR RCU-INE ENTRANCE PPE 'EXCEPT F-LASTIC PPE) 30" AND LESS IN DIAME TEP. 'NTH HEIGH- OF COVER 15.6R LESS. 6. BEDDING MATERIAL AND CLASS BACKFILL MATERIAL )JAY BE ELIMINATED =CR SHOULDER SLOT INLET (6I-13) OUTLET PIPES INSTALLA-1161S. ELLIP-ICAL PIF7_ 1. S l - OLTS'DE SPAN DIVENSION CF PIP-c. 2. S2 - INS'OE SPAN OWENSION OF rIPE. .S R OUTSICE RISC DI/ENSfON CF PIPE, 4, X - WIDTH OF CLASS 113A;KHILL MAILMAL 8LYUNU If-L EXTREMITY UI IHL HILL. X 12" 91HERE S; IS _ES - THAN 36" X - 18" 7lHERE SZ IS 36" AND G',EATEP. 5. WaERk tARLCILD 8Y IH_ ENUIVLLI?. EA_L* U MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S7 IS 3e" OR LFSS AND HFI HT 07 COVER 15 Or IFS°. 6 REGULAR BACKF'LL MATERIAL MAY EE USED N LIEU 3F CLASS I BACKFILI. MATERIAL FOR ALL f"L'UNDATKIN TYrL5 FOR ROUT NF ENTRANCE PIPE WI ER-- S2 IS 38" OR LESS AND HEIGH- OF COVER, 15'Z); LESS, PIPE ARCI- 1. S SPAN DI`IENSON Or PIPE, 2, R RISE UMENSION OF PIPE. 3 8 SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x - WIUIF' Of CLASS IUACK-ILL MATC?IA- BEYOND THE EXTREMTY OF -ITC PIPC. x 12` WHERE S2 IS LESS THAN 36'. x 18" WF(ERE S2 IS 36" AND GR--A-?R 5. R'FERE DIRECTED BY -H`' ENGINE[?. DCDCNG MATERIAL MAY DC ELIMINATED FOR NORMAL EARTH rOUNDATTONS JNDER ROUTINE ENTRANCE PPE WHERE S2 'S 35" OR LESS MD IEI-,1-T IF COVER 15' OR LESS. 5 REGULAR BACKFL. MATERIAL MAY EE JSED N LIEU LIP CASE Iij.ACKFILL MAILRIA_ FUR ALL FCL NDATION TYPES FOR ROUT NE ErdTRAN_E PPE W-ERE S IS 35" OR LESS AND I tC a IT OF CC'JCR 15' OR LESS. (`�`: I Al I A I ION OF FIPI- (,HI_.\�ER1 S ANI) `� O`?M =�`=i���_R -) 7EFERFHC= NEW, 1/U'1 GENERAL NOTES 309 1J7.00 VIRGINIA DEPARTUENT OF TRANSPORTA110N 303 PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL b'ROLIND LINE H GROUND LINE H GROUND LINE H rrrrr rrrr rrrrrr rrrr � � ` �� n - f� rrr rrr rrr rrr 1 '� rr rr EARTH // rr ROCK OR rr D•12" r r D•12" � LONNG 0.12" EARTH D12 d 4" D/2 d 0/2 d 0 BEORI MATERIAL MIN. 1/ 10 D BEDO04 MIN, V IO Di htNBED. t/ 10 0 D--�i X MAT 1 - HR X ins-- D -�I X MATEDRIAI. �I Xt OF MIN. a", FOUNDATION SOFT, YIELDING, OR MAX. 24" NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE • MIN. 1.5 x D MIN. 1.5 r D J MN. 1.5 : D MIN. 1.5 x 0 l IMM 1.5 r D _i _ 1pN. 1,5 -T TOP OF FILL TOP Of FILL TOP OF FEL :I' :I • -- H H H rrrrirr _ r rrrrrr rrrrrrrirrrrr rrrrrrirrrrrir .= :F� r rrrr rrrrr rrr r rrrrrr - ririrrrrrrrrr rrrrirrrrrrir - '•:I: rrr rrrrrr rrrrr rrrr rrrrrr r r rrr ��,i�r � �r� � rrr rrr rrrrr - rrrrrirrrrr rrrrrrirrr f ' �. ` D•12" r rr rrrrr/ GROUND r r/ /r rr 0.12" rrrrrrrrr rrrrrrrrr r rrrrrr D•12" - ''rrrr 01tQWp rrrrrrr rrrrrrrrr - r - rrrrrr - GRou� r -- rrrrrr d r��r LINE _ d UNE d _ L� • D/2r - 0/2 r rrrrr _ IVAOXII0/2- ARTH R� NOTES: I. SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAAS. 2• CONCRETE TO BE 4000 PSIMHU M. NOTES: 3• REINFORCING STEEL IN ACCORDANCE WITH ASTM C-4711, ASTM A-497 1. TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING T (WIRE FABRIC) /VD ASTM A-6t5 (REINFORCING BARS), APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, 4. CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE LINT. O RING GASKETS OR BUTYL RUBBER. 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST WITS. 5• SEE STANDARD DI-1. to FOR DETAILS OF FRAME AN.D GRATE. 6. DWNSXWS SHOWN ARE tYiMIUM. ACTUAL DlIENS101NS MAY VARY WITH ALTERNATE JOINT DETAILS M~ACTURER. STANDARD PRECAST TOP UNITS VPCIMA DEPARTMENT OF TRANNSPORTAT04 103.0E RECOMMENDED MINIMUM HEIGHT CHART PPE SIZE H DIMENSM CONCRETE CORR, METAL 12" 2'-S" 16" 3' 2'-Ir' 2T' 4" 3'-5" DOWELS NOTES Shaping of manhole and mletinverts in eccordonce with this drawing is to apply to those structures specified on plans or wher" invert of pipe is obove invert of structure. Manhole w drop inbl is to be formed and consrrucled In accoroonce with oWicobts standard w special drawing. The invert shaping as detailed hereon is 10 consist of o Portland Cement Concrete mix conforming to I OR E 4" OR - FIELDING A1IN. V t0 D b tMI. 1/10 D X D X BEDDINGRIFPRR MATERIAL. X �-• SOIL { D -+ X �+a- _ MIN. t/10 0 k-19BEDDNG 'L-, EARTH '-GROUT " �� H BEDDING MATERIAL MATERAL NORMAL EARTH FOUNDATION MIN. e"• ROCK FOUNDATION FOUNDATION SOFT, YIELDING. OR MAX.24" OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH NOTES: L!!!!!!!1 SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PPE. THE LIMITS OF THE CLASS 1 BACKFLL MATERIAL SHALL BE CLASS I BACKFLL MATERIAL IN ACCORDANCE EXTENDED TO 12" A8OVE THE TOP OF THE PIPE, E MIRTH SECTION 302 Of THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE NSTALLATION OF PIPE CULVERTS REMAR BA1CXFILL MATERIAL N ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. rrrrr WITH SECTION 302 OF THE ROAD AND BRIDGE SPEC)FIC/1TIDNS. ® EMBANKMENT SHEET 1OF 4 SPECIFICATION INSTALLATION OF PIPE CULVERTS AND STORM SEWERS REFERENCE owlav1p1 tNvl:tMnNa CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 2*5 233 302 REV.7/05 303 VIRGMA DEPARTMENT OF TRANSPORTATION f07 01 CG-6 ($-I q - - - Slope to drain to irwerl of outlet pipe. / SECTION A -A 1ETHOD OF TREATMENT IN DROP INLETS : b Scope to drain to invert .n. of curet pipe. Ctost A3 or Gloss Cl,except that 25%of coarse aggregate may be Up to 4" in diameter and consist of stone, broken brick, broken cor_rete, w broken concrete block The surface shall be left smooth by moons '•' ' \ / ` t,%'f`^•� �}` i of hood trowelling None of the coarse aggregate y:.' I \I • 'S r 'yxyj ° shall remain exposed. i ,Fry�7 Detoik of m"rt thoping at thown hereon are for exomple purposes only. Each manhole w drop inlet is to be shooed individuolly to best fit the - -- • .- •. ° particular inlet and outlet configuration and flow tines. PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES S REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT TRANSPORTATION 106.08 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST 'N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3• COMBINATION CURB d GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PM FOR AS RADIAL COMBINATION CURB k GUTTER, 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER S.EALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2" R OF THE VDOT ROAD DESIGN MANUAL, - D P P 1•,.1• P P O O P b O 7" • P P P O O P P P P P • �, - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2' o" SUBBASE COURSES PROVIDED A MINMUM DEPTH OF 7" IS MAINTAJNEO. TH'S AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6'' CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION CC-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 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY RE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REOU•RED BARS. A. IF RAMP FLOOR IS PRECAST, M.F.S MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST W PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ON 5. REQUIRED BARS ARE TO BE NO, 5 X 8" PLACED T CENTF_R TO CENTER ALONG r - --- 12:1 VAA _-r BOTH SLOES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUMr`-� R CONCRETE COVER 1'/2". 12'1 MAX,_ 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED N PAYMENT FOR CURB / CURB AND GUTT--R. ��-- TYPE (3 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENG)NEER. 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 RE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE 12,1 UAX HYDRANTS, DROP INLETS, ETC, ACCESSIBLE ROUTES PROVOE A CONTINUOUS ty UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT PATH CONNECTING ALL 12;1 MAX v ACCESSIBLE ELEMENTS OF A FAC4.ITY THAT CAN RE APPROACHED, ENTERED -.- AND USED BY PEDESTRIANS. TV ** B. RAMPS MAY BE PLACED ON RADIAL OR TMICENTIAL SECTIONS PROVIDED THAT 2• MAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND _ '�-` " v--- AT Y( 2" HIGHER THAN THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENINGt5 EDGE OF PAVEMENT PERPENDICULAR TO THE CURB. AT )K7K , SAME AS TOP OF CURD 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN TH'_' ENTRANCE RADFICANNOT TYPE C ACCOMMODATE TRAFFIC, REFER TTO STANDARD CGHE TURNINIG S-13I. MCOMMERCIAL ENTRANENTS OF CE �EAVYAVY T�CK PARALLEL & PERPENDICULAR TRUCK TRAFFIC,) FOR CONCRETE DEPTH. 10. WHFN CURB RAMPS ARE USED N CONJUNCTION WITH A SHARED USE PATH, THE. MNUVUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH _ 1.6" - 2.4,, -_ TRUNCATED DOME c-c v-v-(S`U O o ID 0O O 0 0 0 0 0 0 0 0 0 71 0000000000000 + N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u) b 0 0 0 0 0 0 o C o 0 0 0 0 0 0V� �) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0= 0.2" SOX - 657 OF RASE DWMETER Q O O O O A 0 0 0 0 0 0 0 0 0 2 TOP D!AMEIER 0 0 0 0 0 0 0 0 0 0 0 0 O O O 1 0.9" - 1.4' VARIABLE B� ASE DIMIETER �- - 4' MINIMUM. PAY LIMITS TRUNCATED DOME DETAIL DETECTABLE WARNING DETAIL SHEET 1 OF 4 CC-12 DETECTABLE WARNING SURFACE SPECFfaFEREHCfE110E REV.7/05 GENERAL. NOTES 105 203.05 WRGA4A DEPARTMENT OF TRANSPORTATION 502 CO-12 PERMISSIBLE . A CONSTRUCTION j #5 DOWELS, B" LONG JOINT 4 O 12" G-C +� N I 8' •t 10'1All TRUNCATED DOMES -dw A SEE SHEET 1 OF 4 rOR DETAILS 8,-0,, 4'-0" BACK OF CURB 12 1 MAX. 48=1 MAX, 20t 1 SECTION A -A CONSTRUCTION JOINT SECTION B-B NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF' 4, A 4' SQUARE LANDING AREA OUTSIDE OF X TRAVELWAY SHALL BE PROVIDED WITHIN THL CROSSWALKD AREA N 0 O TYPICAL DESIGN ALTERATIONS Y __n4 On (n �V U CROSSWALK OC (; KU55wALK I U nn 1 I TYPICAL PLACEMENT OSSWAIK 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 (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINMUM CURB RAW LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS, SHEET RFC CG-12 DETECTABLE WARNING SURFACE oZ TYPE A (PERPENDICULAR) APPLICATION NF VIRGINIA DEPARTMENT OF TRANSPORTATION 1 ,ZD-, 4„ f---1 4 ". � 1 r� /7 G a 4` - a a (� v Q 2)-Op) 6„ CG-6R 4' x 1 1/2' IlM &UMN WTr 32' WE CAST IN IhAa LEt 0 AS REQM HATCH OEM OM ELEVATION MO SK 1 NOTCH CURB 4' x 1 1/2' BOTH SAES 203.O5A Note: Comb. curb & 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. \- 4' 21A V.9,D6 SECTION THRU CONCRETE FLUME 201.03 CURB AND FWME Rl -a VAN ACCESSIBLE R7-83 O I 4 6" 6" 1 6" ROUNDED CONCRETE TOP PAINTED YELLOW 6"0 STEEL POST FILLED WITH CONCRETE AND PAINTED YELLOW GRADE V-6" 0 CONCRETE BASE STANDARD CONCRETE BRICK PROTECTIVE 6" BOLLARD DETAIL NOT TO SCALE NOTES: 1. When a sign is used to indicate that traffic is always required to stop, a STOP (R1-1) sign (Stop Sign -Detail) shall be used. 2. The STOP sign shall be installed on the right side of the approach to which it applies. 3. The STOP sign shall be located as close as practical to the intersection it regulates, while optimizing its visibility to the road user it is intended to regulate. 4. The STOP sign shall be an octagon with a white legend and border on a red background. 5. All stop signs shall be mounted at a minimum height of 7 feet. 6. All stop bars shall be a 24" wide white line extending across approach lanes to indicate the point at which the stop is intended or required to be made. 7. SQUARE TUBE STEEL SIGN POSTS - Square tube steel sign posts shall be fabricated from hot rolled, carbon sheet steel, structural steel quality, conforming to the requirements of ASTM A1011, Grade 50 except the yield strength after cold -forming shall be 60,000 psi minimum: The steel gauge shall be 14 gauge for the 2 inch by 2 inch posts and 10 gauge for the 2 36 inch by 2 % inch posts. Posts (inside and outside) shall be galvanized in accordance with the requirements of ASTM A653. Coating Designation G-90. Posts shall us an in -ground anchor system that provides a stable installation and allows easy replacement of the sign post into the anchor system after vehicular impact. Posts shall conform to the breakaway requirements of AASHTO's Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals (1994 Edition including revisions). The Contractor shall provide a copy of the FHWA's acceptance letter indicating compliance with breakaway requirements at the time of catalog submission of the posts. Posts shall have 7/16 inch 1/64 inch) openings or knockouts spaced 1 inch on centers on all four sides. Posts shall be installed in accordance with the manufacturer's recommendations. Payment will be made under: Sign Post Steel(Size), Linear Feet. 8. Handicapped parking areas shall be clearly marked with handicapped parking signs that are 12"x18". These parking area shall also include a van accessible sign (12"x6") as seen below with a van. These signs shall be mounted on a square tube steel sign post. 0 t�7 30" LEGEND, BORDER - WHITE (REEL.) BACKGROUND - RED (REEL.) STOP SIGN - DETAIL NOT TO SCALE STANDARD STOP BAR STOP LINES SHALL BE THERMOPLASTIC AND BE INSTALLED ACCORDING TO THE MUTCD 2003 EDITION SECTION 313-16, PAGE 313-25. 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