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HomeMy WebLinkAbout15-09 NW Works, Inc. - Office, Manufacturing, WHSE - Back Creek - BackfileGENERAL NOTES KDOT GENERAL NOTES LEGEND VICINITY MAP 1. Methods and materials used in the construction of the improvements herein shall conform to the current VI. All work on this project shall conform to the current editions of and latest revisions to the Virginia SCALE: 1„ = 2000' Z County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of - -- - _ -- -� EXISTING INTERMEDIATE CONTOUR -330 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent EXISTING INDEX CONTOUR �'--- 330 `J \ construction, must be provided prior to issuance of the site development permit. The approval of these plans shall govern. � W in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and PROPOSED CONTOUR 400 Sediment Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health - _ EXISTING EDGE OF PAVEMENT - -- %- ku 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Administration (OSHA), and Virginia Occupational Safety & Health (NOSH) Rules and Regulations. / �i PROPOSED EDGE OF PAVEMENT t Transportation - V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be (VDOT) and Frederick Count prior to construction in existing State right-of-way. Y p g g Y in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic EXISTING CURB AND GUTTER 4. Approval of this Ian does not guarantee issuance of an entrance permit b VDOT when such permit is p p p y p control fla ers must be certified in accordance with Section 105.14 c of the VDOT Road and Bride gg () g Specifications. PROPOSED CURB AND GUTTER ? �� ' required under State law. TRANSITION TO REVERSE CURB 5. The exact location of all guard rails will be determined by VDOT personnel. "A 'oint inspection will be p Department V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including EXISTING TELEPHONE LINE _ � F-" o W Ln held with the Developer, County Representatives, and Representatives of the Virginia of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be PROPOSED TELEPHONE LINE T N CO N � developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. EXISTING STORM SEWER _.N.. j EWVO \� G cd 1 o U Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field PROPOSED STORM SEWER EXISTING SANITARY SEWER 5 ------- 5 �` f��A o cO 0) I rn �} > representative of the developer must be available at all times. revision shall be the responsibility of the developer. �. r �■■� 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land PROPOSED SANITARY SEWER - - ■�■ tj ■i� 'd " o Control Devices (MUTCD). use permits for any work within VDOT right-of-way. EXISTING ELECTRIC SERVICE W V � o 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and PROPOSED ELECTRIC SERVICE E .ln °A 0 A a) _ embankment. held by the engineer and/or developer with the attendance of the contractor, various County agencies, EXISTING GAS LINE - LO H 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less by Greenway Engineering and approved by the owner. utility companies and VDOT prior to initiation of work. PROPOSED GAS LINE G SHEET INDEX INDEXp than 6 will require revised pavement section prepared V8. The contractor shall notifythe local VDOT Resident Office when work is to begin or cease for an Y g Y PROPERTY LINE 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any 1. COVER SHEET 2. E & S CONTROL PHASE I & II AND NARRATIVE indicated on the plans and as required at the field inspection. required or requested inspection. EXISTING EASEMENT LINE - - 3. E& S CONTROL DETAILS o 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall V9. The contractor shall be responsible for maintaining, adequate access to the project from the adjacent PROPOSED EASEMENT LINE 4. SEDIMENT BASIN & SWM POND RISER DETAILS 5. OVERALL & DIMENSION PLAN N W 0 .e .� be minimum 6 diameter and conform to VDOT standard SB-1. public roadway via a construction entrance that is constructed and maintained in accordance with CENTERLINE 6. SITE PLAN Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other 7. GRADING PLAN w J 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than properties affected by this project shall be maintained through construction. The Developer shall have, EXISTING TREE LINE one litter receptacle shall be provided at the construction site. within the limits of the project, an employee certified by the Virginia Department of Conservation and 8. SAN. SEWER & W/L PROFILES & MISC. DETAILS Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices FLOW LINE 9. STORM PROFILES & COMPUTATIONS 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equi ment prior to dust, totake and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly FENCELINE 10. FCSA DETAILS & MISC. DETAILS to entering public streets, and it is the contractors responsibility clean streets, allay an rectified. �� 11. VDOT DETAILS whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free EXISTING UTILITY POLE/GUIDE WIRE ' 12, VDOT DETAILS condition at all times. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the 13. VDOT DETAILS 14. Notification shall be given to the appropriate utility company prior to construction of water and/or end of construction. EXISTING TELEPHONE PEDESTAL ❑ EXISTING WATERLINE W/ TEE------- YV --- d'%i 14. LANDSCAPING PLAN sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, lines. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum NOTES t Y V 1 Z cut sheets, and connections to existing thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at PROPOSED WATERLINE W/ TEE � CONTRACTOR AND INSPECTOR NOTES: 15. All sanitary sewers and water mains and a urtenances shall be constructed in accordance with the Y Ii conflict points. EXISTING FIRE HYDRANT/VALVE/METER BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SECTIONS 310 (R-RESIDENTIAL) AND SECTION 303 (A -ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2003. OTHER CODE THAT APPLIES IS ICC A117.1-3-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. current standards and specifications of the Frederick County Sanitation Authority. p V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) PROPOSED FIRE HYDRANT/VALVE/METER GO4 m BUILDING Is REQUIRED TO BE EQUIPPED wall A SPRINKLER SYSTEM. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the encountered during the course of construction shall be immediately brought to the attention of the PROPOSED REDUCER y� yy� ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE. W contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the a prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing engineer and approved by VDOT. SIGNS �' ENTRANCE AND EXIT DOORS ARE REQUIRED TO MEET ANSI ACCESSIBILITY. MAX 1:12 SLOPE FOR RAMPS, MAX 1:20 FOR 11ALIQNG SERVICE, AND MAX 1:48 FOR LANDINGS AND utility verification and the proposed construction. ACCESS AISLE IN PARKING AREA. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative to and fill. Where CBR testing is required, a VDOT representative shall be HANDICAP PARKING SHALL BE PROVIDED PER SECTION 1106.6 (WHERE MULTIPLE ACCESSIBLE ENTRANCES ARE PROVIDED, PARKING SHALL BE DISPERSED). result of his construction project within or contiguous to the existing right-of-way. prior placement present to insure the sample obtained is representative of the location. When soil samples are submitted be identified labeled belonging to PARKING INDICATOR Al2 SIGNACE SHALL COMPLY WITH USBC 1106.8. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies to private laboratories for testing, the samples shall clearly and as a p to be accepted by VDOT and that testing shall be performed in accordance with all applicable INDICATES THE NUMBER OF TYPICAL PARKING SPACES SLABS GREATER THAN 8• FILL OR 24' CLEAN SAND OR GRAVEL REQUIRE ENGINEER DESIGN. WITH must be provided to Frederick County Public Works Department prior to issuance of grading and/or site project VDOT standards and procedures. SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE (SOILS, CONCRETE, STEEL. ETC.). development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be HANDICAP PARKING REGISTERED DESIGN PROFESSIONAL SEAL REQUIRED ON PLANS SUBMITTED FOR PERMITTING. FLAG POLES 60'+ REQUIRES PERMIT AND ENGINEER DESIGN. W project. The relocation should be done prior to construction. compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street VEHICLES PER DAY COUNT 100 FIRE HYDRANT LOCATIONS WILL BE COORDINATED ON THE FINAL ARCHITECTURAL AND CIVIL DRAWINGS. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected right-of-way. At he direction of VDOT, density tests shall be performed by a qualified independent ALL REQUIRED ELEMENTS OF EGRESS SHALL HE HANDICAPPED ACCESSIBLE, AND EXIT DOORS WILL MEET ANSI ACCESSIBILITY STANDARDS. Q in accordance with state law. In the event gravesites are discovered during construction, the owner and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be engineer must be notified immediately. submitted to VDOT daily, unless specified otherwise. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these and/or or as p / PROPOSED BUILDING ENTRANCE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION OF�,l Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the specified by VDOT. �TH approved plan. 1 PROPOSED SANITARY LATERAL CLEANOUT . "A" V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet PROJECT INFORMATIONr� 22. Controlled fills shall be compacted to 95% of maximum density as determined by method per standard VDOT minimum design standards and is the responsibility of the developer. proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a V17. Prior to VDOT acceptance of any streets, all required street signage and/or markings shall SANITARY MANHOLE IDENTIFIER la MARK D, SMITH PARCEL IDENTIFICATION N0. 75-((A))-1F ALL SIGNS SHALL CONFORM geotechnical report has been prepared, it should supersede the requirements in this note. pavement STREET ADDRESS: SHADY ELM RD. TO SECTION 165--30 AND -d LiC. NO. 22837 � be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the On Uniform Traffic Control Devices. PROJECT SITE AREA: 17.0 AC 1 OF THE FREDERICK ,Ari'j 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed two days, but than ten (10) working days, to Manual STORM DRAIN STRUCTURE IDENTIFIER O DISTURBED AREA: 8.20 AC COUNTY SUBDIVISION AND COUNT o excavating or blasting at least (2) working not more prior commencement of excavation or demolition. Names and telephone numbers of the and operators underground V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the CURRENT ZONING: MI LIGHT INDUSTRIAL DISTRICT ZONING ORDINANCES utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency start of construction. Copies of all invoices for materials utilized within any dedicated street CURRENT USE: VACANT ONAL condition. right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total be EXISTING SPOT ELEVATION X-135.4 PROPOSED USE: OFFICE/MANUFACTURING/WAREHOUSE ALL BUILDING HEIGHTS SHALL 24. All utilities to be located underground. prices may obscured. SETBACKS: .REQUIRED PROVIDED CONFORM TO SECTION 165-83 V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical 35 D FRONT PRIMARY 75' 75' OF THE FREDERICK COUNTY 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. spreader. Density will be determined using the density control strip in accordance with Section 304 of PROPOSED SPOT ELEVATION X REAR 25' 25' t e VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform SUBDIVISION AND ZONING SIDE 25' 25' these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. ORDINANCES In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity LIGHT POLE - - MAXIMUM HEIGHT: 60 60' OR LIESS THAN Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section es otest 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies tt LANDSCAPED AREA CALCULATION S 75-((A))-1F = 17.0 AC FCSA CONSTRUCTION NOTES SUR KEY AND TOPOGRAPHIC INFORMATION 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com these for two from date of FCSA approval. re ortS shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be the to be during the testing the LANDSCAPED AREA REQUIRED 25% = 4.25 AC OR 185.130.34 S.F. LANDSCAPED AREA PROVIDED 69.32% = 11.78 AC OR 513,318 S.F. r `� N � 2. The water and sanitary sewer portion of plans are valid years notified and given opportunity present construction and of control strip. 1. Boundary survey was performed by: GREENWAY ENGINEERING (SEE SHEET 11 FOR PERIMETER & INTERIOR LANDSCAPE BREAKDOWN) `r _ V` to the specifications in effect at the time of construction. V21. In accordance with Section 302.03, the foundations for culverts thirty-six (36) inches and Dated: MAY 8. 2008 BUILDING AREA TABULATIONS 3. The contractor shall adhere standards and pipe lar shall bld below the bttf the titdtithe t larger sae explored e bottom of excavation o determine e e and condition of the g P YP t` MAIN 48,23o.so SQ 1-� for inspection b the Authority. foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for 2. Aerial, horizontal and vertical control surveys were STORAGGEE BBLDG. = 8,000 SQ.FTFT. � 4. The contractor shall coordinate with, and arrange g P Y� y with FARM MARKET = 3,000 sQ.FT.` � H approval prior to placing pipe. Foundation designs shall comply VDOT Road and Bride Standard pP P P, g P P P Y � Where the founda performed b PHRA 2008 Y� EXISITNG HOUSE = 4,882 SQ.FT. ,� TOTAL = 64,112.90 SQ.FT. �_ 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. PB-1. b soft, yielding, or otherwise unsuitable foundation is encountered, ion design (Year) and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. F.A6. > When an existing water (or forced sewer) main is tapped for the installation of a new line: V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced 3. Aerial topographic mapping performed by: Dated: 2008 75- A 1F = lA 7.00 AC OR 740,520 S.F. `'' y 4 TOTAL BUILDING AREA = 64,112.90 S.F x a a) The Authority shall furnish all labor and material. below proposed foundation elevation to determine the type and condition of the foundation. The TOTAL BUILDING / LOT AREA = 0.0866 < 1.0 E_._4 b) The contractor must: contractor shall submit copies of borehole logs and report findings of foundation exploration to the 1 W �--+ E- 4 1. make application and pay deposit engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT PARKIN TABULATION, Q4 Z 2. mark the tap location. Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place W �D 3. coordinate installation with the engineering assistant. g g box is proposed, the thickness of bedding shall be six 6 inches. Where soft, yielding, or otherwise P p g () Y g OFFICE 1 SPACE PER 250SF: 13,405.•_-0 SF/250 SF = 54 SPACES E.-� unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall MANUFACTURING 3 PER 4 EMPLOYEES: 4 EMPLOYEES = 3 SPACES U) U U 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's be determined by the engineer and approved by VDOT. APPROVAL WAREHOUSE 1 PER EMPLOYEE: 2 EMPLOYEES = 2 SPACES � Inspector. V23. Approval of these shall expire three (3) from the date of the approval letter. STORAGE i PER 5,000 SF: 12.953 SF/ 5,000 SF = 3 SPACES �,� O plans years REQUIRED PROVIDED ` > 8. The Authority's maintenance division shall furnish and install all water meters through 2" in size. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as 62 104 (INCLUDING 12 ADA SPACES ) (� � �- O 3:Q It is the contractor's responsibility to have the meter box assembly installed correctly. specified by VDOT. ' '4''p" �, / U (� Before a permanent meter is installed: ADA TABULATION. a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in FREDERICK COUNTY ZONING ADMINISTRATOR DATE 104 TOTAL PARKING = 5 REQUIRED, 12 PROVIDED I o, , R: b The frame and cover shall be set to final grade. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given b VDOT PP g Y g Y *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) .LOADING SPACE TABULATION. Ra �Y c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. after grading is mostly complete. YEARS FROM THE DATE OF PLANNING APPROVAL 1 SPACE PER 20,000 SF: 64,112.90 SF /20,000 SF = 4 SPACES REQUIRED, 6 PROVIDED Z FIRE MARSHALS NOTE 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: CONTRACTOR NOTES: Fire lane markings and signage: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. „ Any No Parking" signs and yellow painted curb locations will be installed _ CONTRACTOR TO COORDINATE WITH OWNER & ARCHITECT ALL SITE & BUILDING MOUNTED LIGHTING. 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. , by field inspection at the direction of the Fire Marshals Office. CONTRACTOR TO VERIFY HEAVY DUTY PVMT. AREAS WITH OWNER PRIOR TO PAVING. TRIP GENERA TION DATA d) For all 1 1/2" and 2" water 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 Project Name: Project Number: install the meter. e) The Authority will install all sewer laterals. NW WORKS, INC 5197 CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD 710 OFFICE 3.05 PER 1000SF am/pm 10,471YI000 *3.05 31.95 10. Any water service line must have a backflow prevention assembly (detector double check or RPZ, as Magisterial District: Date Plan: (Month, Day, Year) required). The assembly must meet ASSE standard No. 1015 or 1013. 140 MANUFACTURING 2.13 PER EMPLE. 10 EMPLE * 2.13 21.30 of 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). 150 WAREHOUSE 3.89 PER EMPLE. 10 EMPLE * 3.89 38.90 BACK CREEK MAGISTERIAL DISTRICT MARCH 27, �009 The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also TOTAL = 92.15 VPD have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. * TA EN FROM ITE TRIP GENERATIO1 7TH EDITION Owner: Address, Including ZipTelephone No. DATE:MARCH 27, 2009 ELD AVE UTILITY CONTACTS 12. FCSA to review the mechanical plan(s) for design and material approval of: NW WORKS, INC. WINCHESTER, VA 22601 a) the domestic water meter and its backflow prevention device, and/or 540-667-0809 SCALE: NA Water/ Frederick County Sanitation Authority Phone: Verizon Developer: Address, Including Zip Code & Telephone No. b) the fire service line's backflow prevention device. Sewer: P.O. Box 1877 P.O. Box 17398 13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to Operate and a Winchester, VA. 22604 Baltimore, MD 21297 SAME AS ABOVE SAME AS ABOVE DESIGNED BY: JNT copy of the station's DEQ Approved 0&M manual. These documents must be received before substantial (540) 868-1061 (301) 954-6282 completion is issued and water meters released. Power: Allegheny Power Gas: Shenandoah Gas Co. P.O.Box 1458 P.O. Box 2400 FILE N0, 5197 Engineer Certifying Plan: Address, Including Zip Cade &Telephone No. HANDICAPPED PARKING NOTE Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 GREENWAY ENGINEERING 151 WINDY HILL LANE WINCHESTER, VA 22602 SHEET 1 OF 14 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. I Virginia Utility Protection Service 1-800-552-7001 (540) 662-4185 DWG# 09-04 00 O I r M co 0 Erosion & Sediment Control Narrative PROJECT DESCRIPTION THE NW WORKS SITE IS LOCATED ON THE EAST SIDE OF SHADY ELM ROAD ROUTE 651 IN FREDERICK COUNTY VIRGINIA AND IS WITHIN THE BACK CREEK MAGISTERIAL DISTRICT. THIS PROPERTY IS IDENTIFIED IN THE FREDERICK COUNTY TAX MAPS AS PROPERTY IDENTIFICATION NUMBERS 75-(A)-1F AND CURRENTLY ZONED LIGHT INDUSTRIAL (MI). EXISITNG SITE CONDITIONS THE TERRAIN OF THIS PROPERTY IS GENTLY SLOPING. WITHIN THE SITE AREA THE APPROX. 65 ACRES OF OFFSITE DRAINAGE FLOW THROUGH THE PROPERTY. THE ONSITE DRAINAGE IS DIRECTED TO THE NORTHEAST TO A SWALE WHICH OUTFALLS THE DRAINAGE OFFSITE WHICH THEN FLOWS TO AN EXITING STORM SYSTEM ON INDUATRIAL DRIVE. THE MAJORITY OF THE PROPERTY IS GRASSEDLAND WITH PATCHED OF DENSE SHRUBS. ADJACENT PROPERTY THE SUBJECT IS BORDERED ON THE ENTIRE WEST SIDE BY SHADY ELM ROAD, TO THE NORTH BY EXISITNG INDUATRIAL DEVELOPED PROPERTY LAND, TO THE SOUTH AND WEST BY VACENT MOSTLY OPEN INDUSTRIAL ZONED LAND. SOILS: SOURCE: SOILS SURVEY OF FREDERICK COUNTY 14B-FREDERICK POPLIMENTO LOAMS 14C-FREDERICK POPLIMENTO LOAMS EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MEASURES PHASE 1. INSTALL CONSTRUCTION ENTRANCE. 2. INSTALL SEDIEMENT BASIN 3. INSTALL DIVERSION DIKES 3. BEGIN CLEARING AND GRUBBING THE SITE ONCE THE SEDIMENT CONTROL MEASURES ARE INSPECTED FOR CONFORMANCE AND APPROVED BY THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT THE ADDTIONAL CLEARING & GRUBBING OF SITE WITH LIMITS SHOWN. IF NECESSARY INSPECTOR MAY REQUIRE ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES. "PRIOR TO FILLING THE SEDIMENT BASIN. PERMENANT STRUCTURES ARE TO BE LNSTALLED AND STABILIZED TO BYPASS OFSITE CLEAN WATER INTO BASIN, ONCE APPROVED BY THE INSPECTOR FILLING OF THE BASIN AREA CAN COMMENCE. PHASE II: CONTRO ED FILL SHALL i,, BE PLACED AS DIRECTED BY CERTIFIED GEOTECH_NICAL ENGNNEER. 1. INSTALL CULVERT INLET PROTECTION (3.08) AND OUTLET PROTECTION (3.18) AT STRUCTURES SHOWN. 2. CONTINUE GRADING AS SHOWN ON SHEET 5. PROVIDE STABILIZATION IMMEDIATELY ONCE GRADING IS COMPLETED. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN SEN SE FIVE (5) DAYS AFTER MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ERO51ON/5ED IMENT CONTROL LEGEND NO. KEY SYM50L DESCRIPTION 3-02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 305 SC- --- SUPER SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.08 CIP CULVERT INLET PROTECTION 3.09 pD D TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION 3.11 TEMPORARY RIGHT OF WAY DIVERSION 3.12 DIVERSION 3.13 ST - TEMPORARY SEDIMENT TRAP 3.18 O OUTLET PROTECTION 320 CD --, --' ROCK CHECK DAMS 333 O---�j-- SODDING 338 TP 0-0-0 TREE PROTECTION - - - -- LIMITS OF CLEARING 4 GRADING �.■ DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER & GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PHASES OF LAND DISTURBANCE ACTIVITIES 1. TO HAVE PRECONSTRUCTION MEETING PRIOR TO ANY CONSTRUCTION. 2. CLEARING AND GRUBBING FOR TEMPORARY CONSTRUCTION ACCESS TO INSTALL SEDIMENT CONTROL DEVICES ONLY (PHASE I SEDIMENT BASIN, SEDIMENT TRAPS, DIVERSION DIKES, CONSTRUCTION ENTRANCE, SILT FENCING AND CHECK DAMS). 3. PLACEMENT OF SEDIMENT CONTROL DEVICES. 4. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 5. CLEAR AND GRUB REMAINDER OF SITE. 6. ROUGH GRADE SITE. 7. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL 8. FINAL GRADING. 9. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 10. WITH THE APPROVAL OF THE INSPECTOR, ONCE ALL DENUDE AREAS HAVE BEEN STABILIZED, REMOVE EROSION AND SEDIMENT CONTROL MEASURES, INCLUDING THE TEMPORARY SEDIMENT BASIN RISER AND REPLACING WITH THE PERMANENT 36" ADS N-12 SEEDING NOTES: 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH. 2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". 3. PULVERIZED AGRICULTURAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL (TOP 4-6 INCHES) AT A RATE OF 90 LBS. PER 1000 S.F. (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE). 5. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL RYEGRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE. 6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. DUST CONTROL; 1. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS SUBJECT TOT LITTLE OR NO CONSTRUCTION TRAFFIC. 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH WATER UNTIL THE SURFACE IS WET, AND REPEATED AS NEEDED TO CONTROL DUST. RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION DATE THE RE5PON515LE LAND D15TURBER 15 THE PARTY RE5PON515LE FOR CARRYING OUT THE LAND D15TURBING ACTIVITY A5 5ET FORTH IN THE PLAN5. SLOPE STABILITY ANALYSIS NOTE DUE TO SOIL TYPE CONDITIONS IN FREDERICK COUNTY VIRGINIA, IN GENERAL, ALL FILL AND CUT SLOPE STEEPER THAN 3-1 SHALL REQUIRE SLOPE STABILITY ANALYSIS. CERTIFIED GEOTECHNICAL ENGINEER SHALL PERFORM SITE INVESTIGATION TO DETERMINE THE ACTUAL AREA THAT REQUIRES SLOPE STABILITY ANALYSIS. SLOPE STABILITY ANALYSIS SHALL BE PERFORMED BY CERTIFIED GEOTECHICAL ENGINEER AND SHALL BE SUBMITTED TO FREDERICK COUNTY PUBLIC WORKS PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT FOR AREA AFFECTED BY THIS CONDITION. RETAINING WALL NOTE ALL RETAINING WALLS SHALL BE DESIGNED BY LICENSED ENGINEER. DESIGN AND SHOP DRAWING DETAILS SHALL BE SUBMITTED TO FREDERICK COUNTY PUBLIC WORKSFOR APPROVAL. THE RETAINING WALL TYPE SHALL BE DETERMINED PRIOR TO ISSUANCE OF THE LAN DISTURBANCE PERMIT. SWM NOTE: PLEASE REFER TO NW WORKS INC. STORMWATER MANAGEMENT REPORT DATED MARCH 279 2009 FOR NARRATIVE, PRE & POST DEVELOPMENT DRAINAGE DIVIDES AND CALCULATIONS 11 ? 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J / ,\ - \ (�. / l > Irr /r,-' 1 1 \I\ ; ► i, 1 1, % it 1\\ DATE:MARCH 27, 2009 � r , SCALE: AS SHOWN EROSION & SEDIMENT CONTROL PHASE II DESIGNED BY: JNT 100 0 100 200 FILE NO. 5197 SHEET 2 OF 14 5c:.ALE: 100' DWG# 09-04 gC MINIMUM CONSTRUCTION STANDARDS NARRATIVE AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE CONSISTENT WITH THE VSECH FOR 4VAC50-30-40 MINIMUM STANDARDS: I. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 1. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM 16 CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTION OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY. AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERCsROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES MALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER.SEDIMENT 15 REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERRMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE PERMISSION OF THE SHENANDOAH COUNTY INSPECTOR IS. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER "OFF. 20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. I II I1-11 II II(('r�f�(�(�r�f�(�(�f�(�f�(�((o(�f���t ' u- µ . SIDE ELEVATION 70' AM a WAF7�7 . ,-.. 1 «' to' ., E, Awr ,. :M< PLAN VIEW >tt:IIUN A —A SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS ARE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-6 TABLE 3.31-8 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Planting Dates Species Rate (lbs./acre) Sept. 1 — Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi—florum) & 50 — 100 Cereal (Winter Rye (Secal cereale Feb. 16 — Apr. 30 Anual Ryegrass 60 — 100 (Loliium multi—florum) May 1 — Aug. 31 German Millet 50. (Setaria italics) Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1/4" soil cover. .PIPE OUTLET CONDITIONS A A 'IPE OUTLET REA WITH i . , E, HANNEL s�.1 9 O.. MTER CLOTH KEY IN '1. 1 -1.-I:i I:il FOR M1'!a, MMMI .� do PIPE OUTLET TO WL1L DEFINED CHANNEL PLAN VIEW , PMTER CLOTH'1:'.. N RZOOMMMED FOR N '1'J: CALCULATEDNOTES: 1. APRON LURNG MAY BE RIPRAP. GROUTED RIPRAP, GABION BASKET, OR CONCRETE 2, L. IS THE LENGTH OF �NM RIPRAP APRON AS USING PLATES 3,ta-3 AND 3,18-4. THE MAXO(UM STONE D]AMETER, BUT NOT 3.: , THAN 6 1INCHES. Source., Va. DSWC Plate 3.18-1 TABLE 3.32—C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre — Commercial or Residential 200-250 lbs. — Kentucky 31 or Turf —Type Tall Fescue 90-100% — Improved Perennial Ryegrass * 0-10% — Kentucky Bluegrass 0-10% High —Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) — Kentucky 31 Fescue 126 lbs. — Red Top Grass 2 lbs. — Seasonal Nurse Crop** 20 lbs. 150 lbs Low —Maintenance Slope (Steeper than 3:1) — Kentucky 31 Fescue 106 lbs. — Red Top Grass 2 lbs. — Seasonal Nurse Crop** 20 lbs. — Crownvetch *** 20 lbs. 150 lbs * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flotpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low—maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. z W W z t• z LU O1 o to CO C\1 o It .dito co � Cj CO to ztoo � C\12 W ON (D q a� W 13 03 0, to to 0g� W Z 0 W I4 TH 0.p� Pf MARK D, SMITH Lic. No. 22837 ohs `StONAL co Fi 1-4 • s • Ic • DATE:MARCH 27, 2009 SCALE: NA DESIGNED BY. JNT FILE NO. 5197 SHEET 3 OF 14 DWG# ®9-04 5W 195 1 CONTROLED FILL, it ( I 190 SOIL MATERIALS TO 90 BE CERTIF�ED BY--------------------- T HNICA GEO EC L _._ . _ I . EW I►.IK c L nAM Tn ( _ BE CONSTRUCTED I WITH A CLAY CORE I 185 .��.._TOP. DAM_ � 185 ..__._....__ TOP DAM 182.0 PROP. GRADE _ _ I . 182.0 1 10 FEET I i ! I 10 FEET _ SPILLWA _ 0 100YR WS ELE . 180 60 I 180 _ _ SPILLWAY 180 __ __78050 .._._ _w____ _ .__�__18050 010YR WS LIE' _.__._ .. CLASS I. RIP YR WS ELE . 11180 =-�- _ _ . CLASS I RIP. RAP L =2�i I ��,p,D� RAP L-20, 115 .- - 115 J12" F'VC ORIFICE SEE SHEET 2A 50'-21" ADS f I FOR MODIFIED e FILLED WITH 0.5(0 CONCRETE FOR I 110 0I-12 DETAILS �ANCY 110 165 I j 1 I165 XO O _. _. u_.. _... LU _.. CV � Q 0 C1. 00 160 W -� n fr_ ii OZ 111 LU - a I 104M 10+50 11+00 POND R 15E R PROFILE SCALE I I CONTROLED FILL, SOIL MATERIALS TO � 190 BE CERTIFIED BY- -- GEOTECHNICAL I _ >=1Jr I1JG>=C L DAM Trf _ BE CONSTRUCTED_,I( _ WITH A CLAYCORE _ 185 25YR DESIGN HIGH WATER AT ELEV. 18022 1 ADJUST TOP RISER O 11950 r--- FOR SILT BASIN FUNCTION 180 _ j--- PERFORATED _ DEWATERING 115 ORIFICE _ I IrIPVC ORIFICE _ TO BE PLUGGED SEE SHEET 2A7 50'-21" ADS FOR MODIFIED 0B(0 DI-12 DETAILS FILLED WITH M EXCAVATE FOR CONCRETE F R I __ _._.ADDITIONAL BUOYANCY ._. I STORAGE VOLUME 1 BOTTOM ELEV v;-._1(05 X (30 mqWo (L...__._ 110.00 _ OU >_ N N 160 w Z I I U 10+50 Z Z Z 11+00 11450 10+00 12+00 _ _ __.--- FHA&E 1 SILK" 5,45IN PROFILE SCALE 1"=50' TYP. TRASH RACK BY PLASTIC TYP. TRASH RACK BY PLASTIC SOLUTION OR APPROVED EQUAL SOLUTION OR APPROVED EQUAL ELEV,.1 V ■ 0 25 YR DESIGN HIGW WATER 1 _ 1 El[AFE ELEV. ■ 180Z2 FT10 YR WS ELEV 119.11 OIL [BE T I T ASM W ELEV ■ 119.00 ELEV ■ 119M 12" PVC PERT -GRATED WITH 1/2" 12" PVC PERFORATED WITH 1/2" HOLES 0 2" O.C. WHICH HOLES # 2" OC. WHICH RNCTIONS AS DEWATERING FUNCTIONS AS DEWATERING DRY STORAGE DEVICE PIPE BEGINS AT ELEV. DEVICE PIPE BEGINS AT ELEV. 119.40 TO REMAIN 118.40 4'♦ STANDARD CONCRETE STANDARD CONCRETE WET STORAGE ELEV.118.40 MH RISER MH RISER ,n4-W ..�.,�,. _1?AINTED REA FOR GLEANOUT ELEV.116.10 12" PVC TEE ATTACHED 12" PVC TEE ATTACHED TO SLEEVE 12' PVC FITTED TO SLEEVE 12" PVC TO BE 50'-21" ppg 056� TO EX ny� 12' PVC SLEEVE FITTED PLUGGED DURING SILT 71] 1 50'-21" ADS • OB" TO EX ORIF TISW BASIN OPERATION OFMCE ELEVATION • Tt5W ! PROP. CWICE ELEVATION • TP3M / PROP. GRAVE O p , �. Dp a � •DD .v WET STORAGE a3' * r FIIL WITH CONCRETE P FIIL WITH CONCRETE 4 6 a FOR BUOYANCY ,. d FOR BUOYANCY e e. SECTION - SWM RISER STRUCTURE T SECTION - MODIFIED RISER INTO SILT BASIN STRUCTURE NTS IWAO TEMPORARY SEDIMENT BASIN AT PHASE I E&S DESIGN DATA SHEET (with an emergency spillway) Project NW WORKS INC Basin # 1 Location Frederick Co. . Va. Total area draining to basin: 7M acres. Basin Volume Design Wet Storage: I. Minimum required volume = cu. yds. x total Drainage Area (acres). 67cu.yds. x ZU acres = 5152cu. yds. 2. Available basin volume = 5152cu. yds. at elevation 778.40• (From storage - elevation curve) 3. Excavate cu. yds. to obtain required volume*. • Elevation corresponding to required volume = invert of the dewatering orifice. 4. Available volume before clean out required. 33 cu. yds. x 7U acres = 2576cu. yds. 5. Elevation corresponding to clean out level = 776.10 6. Distance from invert of the dewatering orifice to clean out level = ZQft. (Min = 1.0 ft.) Dry Storage: Item 7-10 total of 76.9 runoff hydrograph is routed through temporary silt basin riser structureis routed through silt basin riser. Begining storage volume is calculated at elevation 778.40 Preliminary Design Elevations: 11. Crest of Riser=779.50 Top of Dam=782.00 Design High Water=779.00 Upstream Toe of Dam=775.00 Basin Shape: 12. Length of Flow L = (467/230) _ �Q Effective Width We If > 2, baffles are not required. N Runoff: 13. Q25 = 44.97 cfs (From Chapter 5) 14. Qioo = 90.07 cfs (From Chapter 5) Principal Spillway Design: 15. With emergency spillway, required spillway capacity Qp = Q2= 4.32 Without emergency spillway, required spillway capacity Qp=Q25= 4.97 efs. (riser and barrel) 16. With emergency spillway: Assumed available head (h) =LQ (Using Qw) h= Crest of Emergency Spillway Elevation - Crest of Riser Elevation 17. Riser diameter (Dr) =48i1L Actual head (h)2 =0.76 ft. (From Plat 3.14-8.) Note: Avoid orifice flow conditions. 18. Harrell length (1) = 50 ft• Head (H) on barrell through embankment = 5M ft. (From Plate 3.14-7). 19. Barrel diameter =27 in• (From Plate 3.14-B [concrete pipe] or Plate 3.14-A [corrugated pipe]). Emergency Spillway design 21. Required spillway capacity Qe= Q25 - Qp - 4M cfs. 22. Bottom width (b) = $Q ft.: the slope of exit channel (s) _ Q ft./foot; and the minimum length of the exit channel (x) _ ft. Final Design Elevations: 25. Top of Dam = 782.00 Design High Water = 780.22 Emergency Spillway Crest = 780.50 Principal Spillway Crest = 779.50 Dewatering Orifice Invert = 778.40 Clean out Elevation = 776.10 Elevation of Upstream Toe of Dam or Excavated Bottom of "Wet Storage Area" (if excavation was performed) = 770.00 MODIFIED DI-12 BOX SEDIMENT BASIN S CHEMA TI C ELEVA TIONS TOP EMBANKMENT ELEV=782.00 CREST OF EMERGENCY SPILLWAY DESIGN HIGH WATER ELEV=780.50 25 -YR. STORM ELEV.=780.22 V I MIN. 1.0' 0.5' MIN. 1.0' .'. • . RISER CREST PRY " STORAGE ELEV=779.50 •'... ROUTED THROUGH DEWATERING POND CALCULATION DEVICE SEE DETAILS 67 C.Y./ AC. ON THIS SHEET WET STORAGE v:;.:. v 'a '.aas: ':::::. .::.::.';<: see ELEV=778.40 ...<.a:Yt;" . ' :>: •' ..,•:,:x^:, ;.w SEDIMENT CLEANOUT POINT (" WET " STORAGE REDUCED TO 34 C.Y./ ACRE) ELEV.=776.10 DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY SOURCE: VA. DSWC PLATE. 3.14-2 {-- 2' _ • m9e Gi?.dD� 4" PVC WEEP OUTLET 32" RIP RAP MODIFIED DI-12 DETAIL 18" RIP RAP NOT TO SCALE 0 z cc W MA Z z W N oCO ,n C14 C\1 It U oy CAI GO 00 U .ttp 01 0) �C', LOC � Wa� 0 MA U 4 � U E- 0) 0 bb W VDl O H 5 ACH OF Pf U MARK D. SMITH Lic. NO. 22837 k�`rW sI0NAL ea;' DATE:MARCH 27, 2009 1 SCALE: AS SHOWN DESIGNED BY: JNT FILE NO. 5197 SHEET 4 OF 14 DWG# 09-04 �� Q) FW 'E—, , LIVE DATA CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C 1 47.16' 30.00, 90"03'46" N 06°20'42" W 42.45' C2 57.12' 39.00' 83054'51 " S 86039'59" W 52.15' C3 53.94' 1000.00' 3005'26" S 47°28'20" E 53.93' C4 64.12' 1000.00' T40'26" S 50"51 ' 16" E 64.11 ' C5 59.58' 500.00' 6049' 37" S 49016' 40" E 59.54' C6 68.89' 45.00' 87042'49" N 87059'33" E 62.36' C7 39.27 25.00' 90*00'00" S 89008'08" W 35.36' z cc W Z Z LIJ N o CO CO >m c", - 4t Q a� mto�� Zs too tc� - W W > , 4 bW 4) oo� OA ate' .off E w NU I t: A1 I„I N,:P 1 UN,.-) A5 UN t-AC.-L ClU UN 55 U I H W 1 ,tU T - bT5 I I PN: 15-A-1A I N!F FYC PROPERTIES, INC. m N/rF S`t'NEf Y INVESTMENTS, I�.LG PN: 15-A-ID NST. NO.9b�9 NOT. N0.118b2 I N/F FYG PROPERTIES, INC. PIN.- '15-A-IB � I� N/ 1.INST. No. moll F FYC PROPERTIES, INC. 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W PIN:-15-A-1A I N/F 51'NERGY INVESTMENTS, PIN: 15-A-1D INST. N0. 96'19 Z INST. No. i1f�62 N/F FVC PROPERTIES, INC. PIN: 15-A-15 »L� . INST. NO.11101 N/F FVC PROPERTIES, INC. EX f DB 896 PCB i326 Z co co I t II "a I I 3- I' 8. _� - . l i0Lai C�2 e} [! co al 3 - 3 T /SUN 2' R'O,,1t�WM GL�ARMGr F2KsNt / / -, ... - ._ .. - -D _- -_ - a R iA`IP STATION PAS p()TOMAC ED ®AI iLLE�RY iS�� CENrE ION PI -AN y D� / __ — —/ -i _ _ I CLEARING 4 GRAD �_ _ °22' 3 - - - - 2D - - a ,.... LIMITS OF �- 11 x ,,, "_ , ....._�($90 ..•- � / ITS OF tr � ram" - 51 --- — � _. -- _ _ � = ---,� -r---,�---•_ -- � . � 5 � �' � .� — T _ _ _ _ _ _ _ _ — � S ct.EAwl� 4 c,RADn� .--- -- -- -- --� i W �'.�;Lu °' I — / ca/--'~-LlMlra of / / %'/ / 4 1 . W ry _ __ - _ s�;l; — - _ _ - - /• CLEARMCs t GRADW3 / I '� E fsi LP tol N � }•- ( -. \ r � / / _ RELOCATED kr � { I •�° � � LIMITS OF 4 r I t ,o1 Iv} I CL Al RIP -RAP r .. U I ti aRlrrG GRAD N 401 p 4 STORMAIATER MANAGEMENT Z N I I I AREA / St► k*v/eI \\ r 1 LP _ STORAGE 5LDG. STORAGE 13LM 'R TO NW WOWS NC. ftM REPORT FOR COMPUTATIONS / / / ' CA!'IhiWITY FAid i \ L FARM, MARKET. / 4000 Sr. �° 4000 OF. DEFER TO SHEET 3 FOR RISER DETAILS i I GL AI RIP -RAP CL Ai RIP -RAP � / / 5 I i m 321 :p SEEUJP2 TRAY i I O v u /� S TOP BAR t STOP SIGN. 41 CUR1g LP / t. NOTES THIS SHEET doas CUT / I � Ir, I b •I. 'a@ L-------- �' S}i use � .a � I ti... =' - - / n = 12. TYPE. A . $� : =� s s s I � 2 u�eL i I MAX '.' • • HC.RlO '. 19+00 .' 18�0P@ > DOMESTI 1 HG'RAt'IP. I •' % W w: �IEAVY purr. ., 1-1/,4UL T Ii { Ei LP I S FIRE LIJ/L . 2 IIMETER { a J : �• � a 2 � r I 5 v INI� 196m s4 RETAINING WALL /---- ..LIMITS OF � COY. I� _OCATE I ;;;`• RD RD RD RD Wl 1•'IANDRAIL CLEARNG / GRADNG ` 1 a SPEED I I : "* ( tM, FIRE DEPT. PATIOof I (DESIGN E3Y_QTHEIW.' • . { LIMIT I . �" •` SEE BL SIGN j ti coNrl DETAIL { TH OF r'1 g THIS SHEET " " { O r �• / a a i RD OFFICE ► , ; . ;v ° NOSE . i I / PROPOSED IBLDG. { �' N 2 2¢ r 10,41roA Sq. Fee! :; �; .. A SMITH .pp Y RD 'Q +i ! L i < A r;�4 r kM' .:. p .. / { I LIC.. 1 �L2�37 U n CCU! 9 :. TRENCH FOF� 1ERe(7aS I I m >4 ��' t� I I °R DE asE SEE DETAIL "ET 9 � � '4 �•' ; b ' ' "' �' ' � PIN i5-A-IF � DET,41L { I w I i 4: ,�, ppr: o• { M,�IN UJ,4TERLINE TO 3UiLDlNCx CONNECTION ss ill ri J r LOT i NIS � Y .,. 'k.; , 11-00 ACRE 0— I i e I L 1.R`. 4 ,• I I MANIFACTURNG ZONE MI { { I 159951 eq. Feet �2D RD RD m I ASS ''.' 4 - , FCSA NOTE: i 1. jPS _ _ SEE A G1LtALS L �T i a a. .______..-_____. SEE ARCHITEll CTURAL .6 . { ONE FIRE LINE AND Old DOTCE 6T i C TO � �Q > I E I I --I-- - ''� PATIO •• I I lU4REHOUSE t I I G Z � N I �`��. I : �" •..�•�� �. 111431 .Feet , ': •.•• ••''. / 6 E �VE MAIN �41 I >� I N�..•h. { o I ,�. 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TO PROVIDE _ U \ i cum 4 4 4 2 1 24 '" _--- W W ASS5LYCUT _ J.1 C Ta T �` /K CURS :.51.�/W ♦ •!. —_=7 gO1_ -- I 1 I CA I lu LP �TKdadS \P LP CUT <n .,; •,,__-- r N5122C1435 � \ - U OFF CG-S •'.' • •' •' .'_' PAYILLON `� 2S2S OF. ) FC;5 A NOTE: HOUSE TO REMAIN /� t p� _ AS AUX.OWICE AREA* *1=C5A ENGINEER I E.O APPROVE � I cn TwIN,24 .RCP - i •• TY WATER i'! AvY. DU P'Vh'li': •e 6Ti r j-" 4ti - - 'BASEMENT �ST - '�!• W�TEI\ METERGK1`�OUJ 195G 9 SF. (� 1 r"°` r. LIMITS OF 0 PREVENTiON DEVICE. ( C1. t `GRAD CURB _ , (, �\ :g �''.;'.' .;' TRANS. 5 41°52101" t11 539:i5' / \ / ~ ., r i _�.rss+- +SEE FC5,4 C0 1�i1'Rt�CTION NOTE5 10, li, 12. --011WR TO OBTAIN TEMPORARY—--_ \ FIN: 15-A-1 ` � OwyER TO, TAN TEMP ,1Q '� , 11$5 �� DATEXARCH 27 2009 i E F 1-4 DTO / VENTURE I OF WINCHESTER LLG GRADING EASEMENT PRIOR TO � , I i ,,,.;+i �j 22. 35 UJ_ �"' , � ::: \\\ DlarRuBANCE ` 40b035 AG Goh Dr�BroFL�raS t,\Z 0 ''''.......'.......':: HEAVY DUTY FVI IT. SCALE: i r RITURE LATER -PARCEL CONNECTION _ — — — -/ ZONE M{ �\ USE VACANT 4.. �,. f ..........................'.,.. i \ LIM 4 OF DESIGNED BY: JNT GLEARMG /GRADING ��•'' \ �" 40 20 0 40 80 FILE N0. 5197 r3 ---_ \ SHEET 6 OF 14 MtnDWG# 09-04 SLOPE STABILITY ANALYSIS NOTE - DUE TO SOIL TYPE CONDITIONS IN FREDERICK IN ALL FILL AND CUT I I / Z COUNTY VIRGINIA, GENERAL, SHALL REQUIRE SLOPE SLOPE STEEPER THAN 3-1 t ' STABILITY ANALYSIS. ► ' I it ''Lu CERTIFIED GEOTECHNICAL ENGINEER SHALL PERFORM SITE INVESTIGATION TO DETERMINE THE ► / , .._...- au ACTUAL AREA THAT REQUIRES SLOPE STABILITY I // , ` \I i I / / \ / /`� % .-' \ _ '^'�"J "'' am" �.ANALYSIS. / `i5-A-IE Tf�[n' SLOPE STABILITY ANALYSIS SHALL BE PERFORME BY CERTIFIED GEOTECHICAL ENGINEER AND SHALL BE SUBMITTED TO FREDERICK COUNTY PUBLIC WORKS PRIOR TO ISSUANCE OF THE LAND r - - I 1 PIN -15 A \ N +NERDY INVE5TMENT5, I LC ! \ IN5T. NO. 11$62 I , t z, ,' `� I I / ; ► .i t I i I , PIN: i5-A-1D ! f ' j 1 T I / I / I ► \ N/F FvC FRC FE E j PIN: / / / ! r `` \ N. "`- _ _ --' - - -_ _ .- _ _ ) ! i`l�/ PVC i o>''ECv i T 5, INC/ , �\ `- --- --- -- - '"" - - , / / ,. -, _ - - _ _ - -' - _ _ -- - ° \ / IN5T• NO. 9 19 - - _ -�- _ _ \ \ / f/ f 1 f - - '" f 5IN: 7 \\ 1 Z W o i"" CQ CO CO r DISTURBANCE PERMIT FOR AREA AFFECTED BY THIS CONDITION.16' \ , , : I { 1-1-�0-�! �, r/ / IN5T. N . 1 , / r ! I I / I t / , , I r'' / / I , I , �-_ , N/F FROPERTIE5 t I \ a 1 0 o U twCq "- /^�� - - z FREDERICK COUNTY INEPCTIONS NOTE ROUTE INTO BUILDING PARKING AND ACCESSIBLEU MAX 1-12 SLOPE FOR RAMPS, MAX 1-20 FOR - - - -- _� j .8 ` "" / I � � — � \ ---- — /� I ! // /f --'' �, . -- --" = : ( I 1 / ~"° �- \ � 1 � °..- t `- I ' i \ 1 -� "` 1 \/_�' ,. I i - ��'� ._.. !' I r -' 3_ - — 3 - _ S tt��[n� 1 i _ - 3- ^ _ �_ --..._ / s ` _ _ _ _ _ _. _ _ _ -uj WALKING SERVICE, AND MAX 1-48 FOR LANDINGS AND ACCESS AISLE IN PARKING AREA. _ \ �� ( I \ \ , \ \.a - // `" / - _ _ _ _ -� - - - --- —`- _ ._I — — S} A La ti , l LIMIT$ OF i �, '- --_ ►e r -- I VA_ -- rL .� CLEARMG . , _ _�- - .___�, - lea _ .� - .J___°Jib' �y t 3✓ ,, _ .-- - ( - - _, _ —L / / - , z>; / r` LIMITSOF ,— 1 s /i CLEARMG . GRADWs / ►\\ 1 \ `\\ ` ���%� — 73_----3- 3 _- --' e , ,, _- _ t _., '� 00, 100 cLEaRn�,�c4clr� � / I -\ b .q _ r`---- 3---- b ---_ �---�-------_-,�-'--- .� . r �- 1 ''� �. k` _ __ `, �; - ,,, / / ,,-' . � I i NT EL�.V• 7823 � \ � � .' / i atir 1 \ \ �j•�1A1�1K11 / f / / s !/ / !r 11 w Irn - �`j \ • \\ �a \ \ I r3:18L f f // .� // r I ( I > cri U , �"'* - e + LIMITS OF / �' = ZtT6 I.. \ / (/ , 98 8, �81w"i 8, \ ,, �f /t ( EARN t 81 '�,u`\ Z tu > i -4 ul - I m I` X / ^-'' t 1 / 1 !+ , // ,^,. ( t f ` / r `, / l / / .- .// \ �'> 11 \ ^ I - ► I ,'T.i �-f-- I + - � � FF = �8$ / �'t�► % ry^ / / • ` f ell � � I 1 1 1\ I I � V---� !! i/ 1 �. / / / I 1 \I W �, o I ► I I I fie' i :1 / t / 1 r> / 1 1 � x_f SLOPE 1.► / ..- 8I� fj all 4 / ,• , ►\ \ t s IA I f I I \' ✓.' .1Ar / / I �3 t' x- / I M l n \ � s ! A 7 ea►r slur I f I 1 x .I' 1 e$. e � �,� x,_ � x F ` rf � i `x$ Sor ; .: r . t .r I �I:1•.. I•:•, : �'.• ';,./ s-I� 1 \\ {1. 1'• ' (. '. \.:. i� / LIMITS OF / / / // II I } r I � ;l 1 ,r�'� 1 ' .:. \ ( ,/ ,, x. ---t cal., / i 8B \ 6—if _%, :�<� . -��% I I . , ,. ,: ; / ► 1. - - -- i''. CLEARM t GRADINrs ! / f f /t v MARK D, SMITH one ( I `•+t' /' i/ $,� �.'.--_-;:�.\ // !!/ JI ► 1 ►t] Lic. No. 22837 11 I � i fi` ; •' '� 1 a�,'� . •'•• •. • .•-''•-. 8'i� : x�•.'•• f - � / i ! / I � t 1 ''� ,ti �, i � ► �� � `h,y ,k.. 1 t.i�.• r�.,� � - • A. l ky toNAL r+,, � I �1e } i � 1 (i i II � / _, i i' I � '�i s,; / f/ 1 `p 1!'► `.•.t ` "• '�r •S=.• .f 'i/ �.- ♦ � /l t !/ / � I ` I \ 1 I I i I / .[�:,ia � / I 2•' 'Y' �. ..� .k,. , // M-8M-j"• • • i k �wr+. 1 !` t :,4 .. f I / _'.•' / / ...• ' / / I /% / I 1 ( 1 ` 1 t , I � a � %4 (. XB ti : L+r ^!'� ,.a e f I I `F�° '•/! i ' 1 • / / / % � / \ � f !! 1 /� r , I 1" x t"slow. I m Lit C + I L I, t3: I? I'm "Ni \ -1 _-_I_ — p}� ! i \�"� / ' I 'r'. I /.--" " !'V j I ► t , t N c!) I l 1 ti: t .; , •� "' 81/ l '� ! // ! I a' w I _ rq �� x c \ e lim! t 1 1 F } IJ� I./\, / !r 1 I t I w , �'i J1ryM1 + • , �'`M1',��.,'� 1 ,'r'� 1 -.r. t ' / , f l / l C`3 fi r •`' IA B,IF 8,ip x L$1 blip -_ - my - -.� N —also elm ar lot ... Y> z5 �i I r. ,y� w 'LR.4 x��x ` / / Yam:[• , :�-- ._ J -_,-__r >3.__------ / /. r i--Y-a �"-"- 5102213511 W� ", �---,---------�--11�3z' '. �. �. •s;�'.• .•'.... •.. 1 ,, , \ r I fv _ • • - .. ' • r. / I 1 \ f _... ,....' \ I � gg� fi .••1 -. \ x fi LIM T of r / !X \ / 1 1 �� / 4 t\ r 1 DATE"11MARCH 27, 2009 i l I. I \ r 1 / �•`1°52'O-1" UJ,539:�5'' / j Tl1 _ _J os /� \ ` l \ ► I _ SCALE: 1 -40' \ � � : � � \ ., I . ": �� / PIN:-15-A-I r f,, o o • , �I t / (l 22 35 ----- VENTUIRE I OF WIrCHSBTEIR LLG "'.. � \� - /` t I ` \ ► ` DES IGNED BY. JNT FILE N0. 5197 I I 1 m I \ ! '' `.., �' i ► \ r `�--r ' ! 40.6e35 AC / — —y �-� / -ZONE M1 ,- i \ ti t 1 40 20 r O 40 \ 80 �,�� ,,SE VACANT / LIMITS OF, ' r� a P f SG LE: r" = 40' SHEET 7 OF 14 DWG# 09-04 t ,/ . ter r 1 ` 5qn O 1 r CM �1 .0 L w F— W W 0) N W z J t _ ,_.._ : _ ._.. , _.. w­6 _LU __ IST [ r PROPOSED_.G DE:LU E ISt.IN CRt4DE.(L # i i I — — E � _ z 48" MIN. __.............bvER \�,.18" IN. 18" MIN. 18" MIN... 11 i 48 MIN. ._._ I 180 COVER l ' s I_ E 180 _ i,, c - 7 " SDR 21 vEUJ i llA7EI�LINE �XTEN IOS _ I # _ `f SITE REFER ARTIL 'EERY 15USINE6 CE 4TER - a.. ...._.._.�,_ .,.__... __..�PUM StA ION-�<` UJATE-INE.'EXTE SION--P�LANg 115 � I000— , 1 _ ! d d 8 I I I E I 4 269 8 -8 DR d i ...ux x # rj— d 4 r, • n, q 11 Q� I I n I �65 z z } Zz # 14+5 15+00 15+5 16+0m 1 -4 1 s 50 10+00 10+50 ii+m0 11+50 12+00 12+5m 13+00 13+5m 14+00 m 0 6+50 11+00 11+50 18+00 18+50 19+00 19+50 SANITARY SEWER AND WATER LINE PROFILE 800 Sm0 � 195 EXISTING" BADE 1 dK/ ol , „ jd -.-- 185 ,_._. { 4E" R MIN. 18" MIN. SEE 4 P AN 1 18 MIN.. \_ i I _MIN. 18 MI t N.) i COVER 1 ! t I. SIL SDR- I W/L ! 8" SDR}-21�W i _ I I E U. Ai' L 1 Ul/L I I t I 1 m { AT X-.INCs l 12 RD L � I d I X s i I 11 �4 6 '.St4N. U i I t X f� W 1-- A -tt r r_.. r � n �_+ — `* I10 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 2'1+00 21+50 +00 28+50 29+00 29+50 SANITARY SEWER AND WATER LINE PROFILE 15.00 -� 48.00 BLDG, 40,50 3.00 - LOADING DOCK n i Q OD ( � - 19.50 4.0 TRENCH FORMER 67.6093' LOADING DOCK DETAIL NTS a z cc W W Z Z W02 o to ,o ao Q a �CC)� CQ�ao a Z m y I 1� a� Hr.. W A TH 0 - F 1 MARK D, SMITH Lic. No. 22837 0 _ ti ssjONAL ,�Cs w E—•1 Q N� W U Q ee� r z a w 134 H W � E-1 � O 04 �3 ww �w od W � W pq DATRMARCH 27, 2009 SCALE: H: 1" = 50' V. 1" = 5' DESIGNED BY. JNT FILE NO. 5197 SHEET g OF 13 DWG# 09-04 CL - I RIP (SEE Ot PROTEC If } INLET COMPUTATIONS INLET NUMBER 2 LENGTH 8.0 DI-3C TOTAL PEAK DISCHARGE - 1.31 (ofe) GUTTER SLOPE ■ 0.0071 FT/FT PAVEMENT CROSS SLOPE ■ 0.0292 FT/FT SPREAD AT A SLOPE OF .007 (ft./ftJ AND 0.88 (ofs) IS 3.35 (ftJ XXXXXXXXXX CURB INLET N A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) - 9.80 H (10 - 0.458 DEPTH OF WATER (it) ■ 0.15 SPREAD (it) ■ 5.22 INLET NUMBER 3 DUAL DI-1 TYPE 1 GRATE TOTAL PEAK DISCHARGE - 7.22 (ofe) XXXXXXXXXX GRATE INLET IN A TRAPEZOIDAL CHANNEL XXXXXXXXXX DEPTH OF WATER 00- 0.42 PERIMETER OF GRATE (it)- 9.00 AREA (eq f0- 2.33 ASSUMED 607E BLOCKAGE N CALCULATION INLET NUMBER 4 LENGTH 6.0 DF3C TOTAL PEAK DISCHARGE - 01 (ofe) GUTTER SLOPE - 0.0080 FT/FT PAVEMENT CROSS SLOPE - 0.0215 FT/FT SPREAD AT A SLOPE OF .008 (ft./ft.) AND 0.86 (ofe) IS 3.59 (ftJ XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) - 9.00 H (ft) - 0.458 DEPTH OF WATER (ft) - 0.15 SPREAD (ft) - 7.07 INLET NUMBER 5 LENGTH 0.0 DI-30 TOTAL PEAK DISCHARGE - 3.28 (ofe) GUTTER SLOPE - 0.0050 FT/FT PAVEMENT CROSS SLOPE - 0.0188 FT/FT SPREAD AT A SLOPE OF .005 (ft./ft.) AND 3.00 (ofe) IS 11.83 (ftJ XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) - 9.80 H (ft) - 0.458 DEPTH OF WATER (ft) - 0.28 SPREAD (ft) - 18.69 INLET NUMBER 8 DUAL DI-7 TYPE 1 GRATE TOTAL PEAK DISCHARGE - 14.05 (ofe) XXXXXXXXXX GRATE INLET IN A TRAPEZOIDAL CHANNEL XXXXXXXXXX DEPTH OF WATER 00- 0.53 PERIMETER OF GRATE (it)- 12.80 AREA (eq it)- 8.00 ASSUMED 607E BLOCKAGE IN CALCULATION INLET NUMBER 7 LENGTH 0.0 DI-30 TOTAL PEAK DISCHARGE - 1.31 (ofe) GUTTER SLOPE - 0.0060 FT/FT PAVEMENT CROSS SLOPE ■ 0.0200 FT/FT SPREAD AT A SLOPE OF .005 (ft✓ftJ AND 1.00 (ofe) 18 6.98 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) - 9.60 H (ft) - 0.458 DEPTH OF WATER (ft) - 0.15 s MBER 8 DI-7 TYPE 1 GRATE TOTAL PEAK DISCHARGE - 0.27 (ofe) XXXXXXXXXX GRATE INLET IN A TRAPEZOIDAL CHANNEL XXXXXXXXXX DEPTH OF WATER (ft)- 0.47 PERIMETER OF GRATE (ft)- 8.40 AREA (eq 110- 3.00 ASSUMED 607E BLOCKAGE IN CALCULATKN INLET NUMBER 11 DI-7 TYPE 1 GRATE TOTAL PEAK DISCHARGE - 8.78 (ofe) XXXXXXXXXX GRATE INLET IN A TRAPEZOIDAL CHANNEL XXXXXXXXXX DEPTH OF WATER (t)- 0.59 PERIMETER OF GRATE (f0- 0.40 AREA (eq ft)- 3.00 ASSUMED 50% BLOCKAGE IN CALCULATION STORM COMPUTATIONS 790 ip%rl s 0i 115, OUTLET PROTECTION DESIGN MINIMUM TAILWATER CONDIPON-Plate 3.18-3, Virginia Erosion and Sediment Control Handbook CULVERT # PIPE STR # PIPE DIA Do 2-YEAR FLOW Q2 2-YEAR VELOCITY V2out APRON RIPRAP LENGTH La WIDTH UP 3Do WIDTH DN W=Do+La CLASS CI MEAN DIA d5© MAX DIA dmax DEPTH 2*dmax IN CFS FPS FT FT FT FT FT FT 1 9 30 20.9 6.4 10 7.5 12.5 Al 0.9 1.4 2.7 1 1 36 35.4 7.0 12 9 15 Al 0.9 1.4 2.7 1 13 15 2.0 3.6 10 4 11.5 Al 0.9 1.4 2.7 E=�,1�: i95 ,185 CL - 1 RIPRAP (SEE OUTLET PROTECTION) _;1- -115 10400 10 +50 11 +00 11 +50 H- 1: 50 STORM STR 13 TO STR 14 e ID UneLe th cr a 12 Sim IncrC x A otalC x e e no alIat o w CapacFull Veloc Pi esize Pipesio a Inv M u v ElevDn HGLUp HO, Grad RimUp Grnd ft ao ac C min min in ofs cis cfs f! s in X St IL it ft 1t tt 113 0 0 0 0 0 5 6.4 0 0 35.35 43.QR 6.06 38 0.43 779.49 779 781 786.83 0 Sift 2 TO 3 146,15 0 0 0 0 0 5 5.9 0 0 34.04 47.13 8.1 38 0.5 780.32 779.59 782.32 782.09 780.0 768.83 SM 3 TO 4 148.520 0 0 0 0 5 5.2 0 0 19.24 28.95 4.21 30 0.5 781.15 760.42 783.10 782.93 767,88 786.6 MR 4 TO 5 51.34 0 0 0 0 0 5 5 0 0 17.93 29.19 4.50 30 0151 781.51 781.25 783,V 783.4 787.73787.06 5 8 0 0 0 0 0 0 0 0 14.86 30.5 0. 5 2.35 781.8 7 783.55 787.5 787.7 7 102. 0 0 0 0 0.9 0 0 7. 53.39 3.34 27 2.97 7 84.43 78 .9 6.6 SM 7 TO 8 0 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 6.27 1 26.014.31 1 24 1 1.32 785 1 783.58 7e5.89 1 764.59 1 793 Line ID LineLength Incr.Area TotaUrea RunoffCoeff. IncrC x A Tota1C x A InletTime TimeConc RnfaUnt TotalRunoff TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevUp Inv ElevDn HGLUp HGLDn Grnd/RimUp Grnd/RimDn (ft) (ac) (ac) (c) (min) (min) (in/hr) (cfs) (cfa) (cfs) (ft/s) (in) (y) (ft) (ft) (ft) (ft) (ft) (ft) STR 9 TO 10 315 0 0 0 0 0 0 1.4 0 0 20.88 28.77 6.4 30 0.49 780.55 779 782.18 780.53 786 0 STR 10 TO 11 240 0 0 0 0 0 0 0.4 0 0 20.88 29 5.84 Ellp 24x38 0.5 781.85 780.65 783.38 782.62 785 786 STR 11 TO 12 50 0 0 0 0 0 0 0 0 0 12.12 23.72 4.12 TWIN 24 1.1 782.5 781.95 784.15 784.13 784.5 785 Line ID LineLength Incr.Area TotalArea RunoffCoeff. IncrC x A Tota1C x A InletTime TimeConc RnfalInt TotalRunoff AdnMow TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevUp Inv ElevDn HGLUp HGLDn Grnd/RimUp Grnd/RimDn (ft) ac 1 (ac) 1 (C) 1 1 (min) 1 min (in/hr) (cis)(cfs) 1 (cfs) cfs 1 ft s 1 (in) 1 (y) 1 (ft) (ft) (ft) (ft) (ft) (ft) STR 13 TO 14 192.6 0 0 0 0 0 0 0 1.97 1.97 4.65 3.63 15 0.52 780 779 780.57 779.56 783.9 0 i95 ISO 785 s" 1'15 12 +00 12 +50 z 0 5 W TH OF °'�,. MARK D, SMITH Lic. No. 22837 'O �19NVAL U) F' z Pq E-4 Q E Z a a >-; O y w z O c) Q a O w t� a W O � CO DATE:MARCH 27, 2009 SCALE: V- i,* _ 50 DESIGNED BY: JNT FILE NO. 5197 SHEET 9 OF 14 DWG# 09-04 0 r M w TR45N DUi„iPSTER PAD (NOT TO SCALE) 411 REINFORCED CONCRETE RE E 81 3+a0 P 4" SUBBASE (21-A STONE) I. WIDTH VARIES SEE SITE PLAN �I 2% CROSS SLOPE MAX. on- \ 41, . -d + . d �e 0 4° aft I- A I I-1 I I -III I -III -III I l i I COMPACTED SUBCxRADE (W% DENSITY) CONCRETE 511DEUJ,11Lf< DETAIL (NOT TO SCALE) LIGHT DUTY ON51TE TYPiCAL FAVEMENT SECTION NOT TO SCALE =ice= =i: =�4=� - - • r • r - !�11'�II�l1'�11"�111�11R�11I"�Itl�' .11�11=II`-1.11"=11.=11.=11 =11=11 - • r = - • r r• •r - r c r • _ -•r c- r • r. • • - -•r - r •- r r • - w - r HEAVY DUTY ONSITE TYPICAL PAVEMENT SECTION NOT TO SCALE . -.� -•� -.� -.� -.� -.� -.� -ram -.� -.� :i =�i :,� =ice: =�:i� =�= =ice: =�: =ice =i � � - r • I - �11�11�11�11�'11�11�11�11�: III= fl.-=•11=11=11.=11=�I=1L=�I - r = - . r i •r• •r .. • , ,.. I6" A I6" 2-24" % REBARS A ; FOR UM££L STOP C. I SECTION A -A WHEEL STOP DETAIL NOT TO SCALE EW-1 1 APC L A� m FRONT ELEVATION A­J 04 BARS a 6" C-C EACH WAY,EACH FAC NOTES: 1. CONCRETE TO BE 400D PSI. MMMUM COMPRESSIVE STRENGTH. 2. IF PPE IS TO RE SKEWED THE OPENING WILL BE ADJUSTED TO ACCOMMODATE ANGLES UP TO 45•. 3. RFWORCING STEEL IN ACCORDANCE WITH ASTM A-615 (REINFORCING BARS). 4- PIPE ppE"S IN PRECAST DRAINAGE UNITS SHALL NOT EXCEED 4 INCHES AT ANY GIVEN POINT BETWEEN THE PIPE MA THE PRECAST UNIT. 5. DIMEN SIONS SHOWN H N ARE M MINIMUM. ACTUA L MEASUREMENTS MANUFACTURER'S TOLERANCE. E ENTS MAY VARY WITH S. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 7. HEADWALL TO BE BEVELED 1N ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALL OCCUR. S. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT. SHAPE T( HEADWALL AT OUTLET END MAY BE EITHER SQUARE EDGE OR BEVELED. BEVELED MORTAR CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. EW-1PC ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT DI 12" 1 15" 1 18" 21" OR 2411 27" OR 30" 331, OR 36" HI 2'-0'- 1 2'-3" 1 2'-8" 3'-211 3'-10" 4'-4" L 4'-0" 5'-D" 6'-0" 8'-0" 10'-0" 12'-0" D 0' t/4" O'-1io' D' 2" 0'-2%x" O'-31/4" b 0'-1" 0'-4/e 0'-1'/i' SECTION A -A a DO NOT a BEVEL ' INVERT I DETAIL A DETAIL B, EW-1APC ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN at RISE) S x D 23" x 14" 30" x 19", 34" x 22" 38" x 24" 42" x 27" 45" x 29" 49" x 32" 53" x 34" H r-10" 2' 4" 2'-7" 2'-9" 31-P' 3'-3" 3'-6" L 5'-5" 714" 8' 8" Il 10'-2" 10'-11" 12' 1" 12'-117' O O'-2%2" O'_31/4" 0'-3%z" 0'-4" 0'-4%2' O'-4y4" 0'-5" 0'-5%z" b D,_2„ 0' 21/i' 0'-2�i' D' J" O''31/2" O' 3ii' 0' 4" 0'-4i/t„ ��001, SRECIFIGATI°" ROAD AND BRIDGE STANDARDS PRECAST ENDWALL FOR PIPE CULVERTS REFERENCE SHEET !2 OF 1 REVISION DATE 12" - 36" CIRCULAR AND 23" X 14" - 53" X 34" ELLIPTICAL PIPES tOS 101.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 DETAIL OF REQUIRED 3-FOOT 5EP74R74TION LIGHT POLES (MEASURE TO CONCRETE BASES IF ABOVE GRADE). `�/ MEASURE TO DRIP LiNE OF FURTHEST PROJECTION (SIGN, FACIA, LIGHT, ETC.) IF CLEARANCE LESS THAN 15' NIGH. OTHERWISE, TO FACE OF COLUMN OR WALL. OVERHANG 0 J CARELESS EXPRESS a "DIRECT DELIVERY U TO YOUR FRGI`IT DOOR" 3' MI W AISLE OR U X W PARKING STALL I O 3' MIN. 1 MAXIMUM ` SIDEWALK OR MAX SLOPE 6" ABOVE 7SLOPE AISLE OR AISLE OR FOUNDATION OR BELOW PAVEMENT 3' MIN PARKING STALL PARKING STALL PLANTING MINOR DEVIATIONS TO MAXIMUM SLOPE WITHIN 3-FOOT DA-M JW011/T TIL bn AREA WILL BE CONSIDERED ON A CASE BY CASE BASIS. SIGN SHALL BE LOCATED SUCH THAT iT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. LIGHT COLORED REFLECTIVE I 12. SIGN (SEE DETAIL) BACKGROUND MAT'L f^-1 PC OR DARK&C3�8REBORDER�ERS EP RESERVED WHEEL 6TOP I� 2' INTERNATIONAL SYMBOL PARKING T OF ACCESSIBILITY 24" 61 STRIPED AREA 9 61 H 4.0' 7.0' MAX. HANDICAPPED DISPLAY CONDITIONS SYMBOLS 8' MIN. UNLAWFUL PARKING IN THIS 4" STEEL PIPE FILLED WITH CONCRETE SPACE IS SUBJECT TO A FIN OF DARK COLORED REFLECTIVE 8' VAN ACCESSIBLE SPACE 50A0 TO 100.00 BACKGROUND MATERIAL 5' FOR REGULAR SPACE HANDICAPPED PARIGING DETAIL LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED 01-3A-381-3C Dvan/ion John 41� 2'-0 6. 100' "" 1 No.. e- ;gin. L-V41uEl.� 20' r-A FROZE A�ON A ' A TYPE A NOSE DETAIL SWILL BE USED WITH CG-3 dr CG-7 STANDARDS. TYPE 8 NOSE DETAIL SWL.L BE USED WITH CO-2 STANDARDS. GALVINIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68. 30' CONNECTORS AND iS TO BE ANCHORED WITH i/2• X 4. =0 SHEAR WELDED TO MIT PLATE 2' C-C. [s�anRlerl JtIM p1'1 Ir�M eawt ,IrY�I !� D ng or F r Pr'aDa/N rlr.0 t ri•• r 3•-0• W. �nr1 r Dori r � rl+a O SECTIONN A -A Illinois. -'9F-h r� r.; P'"f P"-�Ra.; A. ' r• 4 S^I^• .7 ""T `^t F'r ��+''qq t-^I P 1rFi' C'sF I.Yd'2tiV Y"It'?T r F 1 r.: i1 r..4 •� r-'1?t ^`e. !,'?'E (,•.., 7. .a rM ".r x�r r+aM ++x ...y ,. .."r y-7 "-k r'�r�k T :•`1 i.:z �'«�J� .:��1k,.1. 7fat 4 J(r•'! R {?m. .9 1R••ae F "j r 4t r_..i w•t F._i,� J+ .S i f^T P ., ._ , ,t'T F`.;"Z�`r , ., ,.. rrll 1.. S ..- a ,r.��^r+4 t"• 4 R� VERTICAL LAMPiFLAT GLASS LENS 'r'r N p APPraatdl OIAMr r r� �� f ? P Rt s,n S ERIE&,1t sTayi 1 n�r_. -.1., M SPECIFICATIONS ,P HOWL 'r pt 9 ''4B ! r� Th HOUSING e FV Serfor ies med alandnum housing Is finished to produce Mean Clots a clean, shay a 3 earance and ensures weather-ll ht construction. Available In 2 sizes: Medium (reduced envelope 400 Wait Lamp) and P Reduced (reduced envelope 1000 Watt Lamp). Iw A has bar•.:, 'fNl4 AM Wh. ..a4.. - LENSIGASKET A flat tempered glass lens Is sealed to the housing with an EPOM gasket, preventing entry of moisture and Insects. Combined wlih the vertical burn feaUlre, the flat glass lens provides high performance lighting. TLxMir,rd U.ux�nxet xsNA TOP ACCESS Is secured by four captive stainless steel fasteners and 111".11cl it-6- provides ease of Installation and servicing. APp.ad1 Isx•.2x•.x• W rpPd 9 AW CrolRanlzad ... An1,�Ja�U1l A , T 4 ' �x• T x � or I-r 3r F--- r o Type A Type B SECTION B-B x•.4• Maim ---t r♦ Ion IIaN4a to antiat 2' o-a. NOSE DETAILS DI-3A DI-38 DI-3C L L L y I T H T H a shopFor Its on grodaa For use in Both sides to be aymmebW STANDARD CURB DROP INLET 12"-30 PIPE MAXIMUM DEPTH (H)=8 1 VIRGINIA DEPARTMENT 104.09 ..,..,a.,°„f ......,.., IZS" l!J TREES AND SHRUBS (AT INSTALLATION) UPRIGHT SIGN I"X4'X4'-S" SLATS, 2-FiNISH NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS. TOE NAIL TO i 4'X4W' NOTES: I\ _ I. PRESERVATIVE STAIN ON ALL WOOD. r" COLOR TO MATCH THAT OF BLDG. 0 2. FINISHED SIDE OF FENCE SHALL FACE ADJOINING PROPERTY, IF APPLICABLE. COMPACTED GRAVEL WOOD FENCE DETAIL FOR BOTH DUMPSTER ENCLOSURE NOT TO SCALE 'aD in TABLE OF QUANTITIES DETAIL WHEN USED ADJACENT TO CURB WITHOUT CUTTER Shoal 1 of 2 233 J02 DI- 3 A,38,3C TYPE L AREA OF SLOT REINFORCING STEEL Concrete DABS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT Ft. S . Ft. Cu. Yds. I No. 1 Lin. Ft.* No. I Lin. Ft. IF No. Lin. Ft. al No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft.* No. Lin. Ft.* Lbs. 0I.3A 2'-6" 1.15 2.26 1 - 1 V-7" 3 3'-2" 6 V-0" 22 4' 1.83 2.59 1 5 V- 6.. 2 1 6'-7" to '-10" 3 5'-7" 3 Y-2" 4 V-6" 3 V-6" 4 1'-01, 64 6' 2.75 3.02 5 3'-6" 6 1 6'•7" to 6'-10" 3 5'-7" 3 3'-2" 4 3'-6" 3 1'-6" 4 1•-0" ill 8' 1 3.67 3.46 5 5'-6" 10 '-7" to 6`110" 3 5'-7" 3 Y-2" 4 51-6" 3 11-6" 4 11.01. 158 01-38 10, 4.58 3.90 5 V-6" 14 V-7" to 6'-10" 3 5'-7" 3 3•72" 4 7'-6" 3 1'-6.1 4 1.- " 204 124 5.50 4.34 5 9'-6'• 18 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 91-61, 3 11-6" 4 i'-0" 251 IV 6.42 4.78 5 11' 6" 22 " 1 ' 3 5'-7" 3 Y-2" 4 11'-6" 3 1'-6" 4 1'-0" 298 is, 7.33 5.22 5 13'-6" 26 6'-7" to G'-10" 3 5'-7" 3 3`-2" 4 13'-6" 3 1'-6" 4 '- •• 345 18' 8.25 5.66 5 15'-61, 30 6`7" to V-10" 3 5'-7" 3 3'-2" 4 15'-6" 3 1'-6" 4 391 20' 9.17 6.09 5 17'•6" 34 6'•7" i Q 6'-10" 3 5'-7" 3 Y-2" 4 17'-6" 3 1'-6" 4 1' 438 6' 2.75 3.01 10 r-9" 4 6'•7" to 6'-10" 5 5'-T' 3 3'-2" 8 r-9'• 6 V-6" 2 8' 3.67 3.45 10 2'-9" 8 6'•7" to 6'•tp" 5 5'-7" 3 3'-2" 8 2'-9" 6 1'-6" 2 " 158 10, 4.58 3.89 10 3'-9" 12 6'-7" to 6'-10" 5 S'-7" 3 3'-2" 8 3'-9" 6 1'-6" 2 11-01, 205 12' 5.50 4.33 10 4'-9" 16 6'-7" 1 o 6'-10" 5 5'-7" 3 Y-2" B 4'-9" 6 1'-B" 2 1•- •' 25 0I-3C 14' 6,42 4.77 10 5••9" 20 6'-7" to 6' 10" 5 51-7" 3 Y-2" 8 5' 9" 6 1•-6" 2 1.- 98 16' 7.33 5.21 10 6'-91' 24 6'-7" to 6' 10" 5 5' 7" 3 3'-2" 8 6' 9" 6 t'-6" 2 1'•0" 345 18' 8.25 5.65 10 7'-9" 28 6'-7" to 6' 10" 5 5' 7" 3 3' 2" 8 7'-9" 6 i'•6" 2 1'- 392 20' 9.17 6.09 10 8'-9" 32 6'-7" to W-10" 5 5'-7" 3 3'-2" 8 B' 9" 6 1'-6" 2 0" 439 NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE 2. "H" 12" C-C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO THE DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT PLAN "DIMENSIONSAR APPROXIMAT ONLY L H E E 0 L DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL ES G ES E C UAL t "X " 2 12 PLASTIC HARDWARE i ,. D ARE CLOTH MESH 4 N OBTAIN N TRUE QUANTITIES. OF B E OU ID FOR DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 SUBTRACT 0. CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03", NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED IN ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS-1. THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L+16" AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18. #- DENOTES LENGTH OF ONE (1) BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". 19. ALL REINFORCING BARS TO BE#5. 4. PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE 11, CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM TO PREVENT STANDING OR POMDING OF WATER 4000 PSI. PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED IN THE BID SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL CURB. GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. Sheet 2 of 2 SER REFFERENCEENCE STANDARD CURB DROP INLET R. 233 12'' - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.10 A --i I 5' MIN, PERMISSIBLE CONST. JOINT n _J TRUNCATED DOMES SEE SHEET 10F 4 FOR DETAILS TANGENT PLAN S70. CG-2 2' 0" (BACK OF CUR 12 48, 1 MAX 20 it 1 MAX. .L____P] •48; �2' MIN. SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2. 4 1 2 5 2 3 5 3 3 6 4 4 8 5 5 10 6 7 14 7 13 15 8 15 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. INSERTABLE SHEET A59 _C 3 to C3 G c c]� �CROSSWALK� TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURD TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. r 12 •2' MA y� m 5" y IN 3. X 2- ' AT )K 2" HIGHER THAN EDGE OF PAVEMENT AT>Kis, SAME AS TOP OF CURB THIS COMBINED (PARALLEL tk PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LMIDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE NLE REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 105 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 DIMENSIONS ARIA MOUNT POLE TOP LIOUNT A A � �11 �B JB A P C EPA FYIA 2158' tz 71T 2115%16' 28 FVR 21 Se' 1 16' 1 25' 1 3.5 FINISHES Each fixture Is finished with or baked -on polyester powder finishing process to give the fixture an exceptionally attractive appearance Standard finish colors Include bronze, buff, black, platinum, white and green. The polyester finish withstands extreme weather changes without cracking or peeling. Consult factory for available custom colors and pinstripe decal options. REFLECTORSIDISTRIBUTION PATTERNS The FV Series fixture Is available In four reflector systems and distribution pat(erns, all with vertical burn lamps: Type 11 (2), Type 111 (3), Type V (5), and Perimeter Forward Throw (FP). Reflectors are field -rotatable, enabling generous flexiblllty In distribution patterns without fixture movement. LIGHT SOURCES Designed to operate with Pulse -Start Metal Halide, Super Metal Halide, Metal Halide, Metal Halide Reduced Envelope or High Pressure Sodium. SOCKETS Porcelain mogul -base sockets with spring -reinforced contacts. MOUNTING BRACKETS BALLAST Metal Halide, Super Metal Halkle, and High Pressure Sodium feature a high -power factor CWA ballast, and are designed for -20 F operation. BRACKETS Arm Mount: 5 If? x 2 M" x 12' length shipped standard. (An 8" bracket is available for single or D180 configurations, but must be cH dered separately from Options column of the ordering chart.) A Round ROLT ON AAM1I Pole Plate (RPP) Is required for mounting to 3" - 5' round poles. (See Options in Luminafre Ordering Information.) Pole Top: Cast aluminum Mounting hub conceals the wiring conipartment and niounting hardware POLE TOP MOUNT (consisting of four 11/16' O.D. aluminum rods for medium fixtures and 718" O.D.0 u n rods D a min n of s for large fixtures and hl h siren th rode -five 9 9 9 9 steel bolt with nylon Insert and split lock washer for double Iocklog.) :k.-- Approved By: WLS LIGHTING SYSTEMS Project Wine: MANUFACTURING SINCE 1969 Location: Date: P.O. Box 100519 1 Fort Worth. TX 16185 800.633.8711 1 Fax: 917.735.4824 1 www.vAslighting.com DIMENSIONS NAIL i- I b• I T VERTICAL LAMP/FLAT GLASS LENS t J JCS •a t 4I 'I V SEIZES ¢14p4P FIXTURE MOUNTING � CONFIGURATIONS ® ow won POLE TOP SINCLE D90' D180' T90• TNI20' (190, MOUNT OPTICS 40 (LOD TYPEH(21 TYPE In (3) rOPWARD THROW (PP) TYPEV(5) NOTE: & don 1090 WaX MH.11tal Gun nsdl la,o iw Ir t• I Co n act a W ICI. ORDERING INFORMATION SELECTAPPPOPRIATECHOICE FROM EACH COLUMNIO FORMULATE ORDERCODERRtrrl°e."m bdb LU MINAERE LAMP: LIGHT LIME LUHINANRE PREFIX DISTRIBUTION WATTAGE SOURCE LENS VOLTAGE : FINISH OPTIONS FYN 2-Tne 11 25OW PSMH -Poise-Start FG-Flat Glass 480Y BRI- Bronze LL - Less 3. Tmx 111 320W Metal Hall& MT - 10,611 Tap3 BLK - Black Lmrp FD . Pe d00W 250 32011 an d TT - Trl T s2 8OShield - Plan,,.,, PLT CS -Glare Frn octal ". I HPS-Heyll Presslre Sodium cur -6idf 'Eh Thwss 250, 400 Wax WHT - white 8BK-8'8,acket 3 - Tylx V MHR - Metal Hrllde GRN - Green RPP - e l Poe oPlPlate Rethlced E-lolr CCCustom - BXT-WIN -4Y Wall 400 Wali C°I°r Main Plla rte MH - !rlHal Halide PT - Polr Top 250 Watt SF - Sllgle Filsln0 OF - Dolde FVR 2 - Tyre 11 400w MHR - Mehl HalkJr 3 -Type III 750W Red'x� Fusing FP-Perimeterrm 1000W E-Irpe 1000 Wait AS - Accent F .ard Throw PSMH. Puisr' Stan Metal Halide Stripig PC-Ploo Cell 5-An V HPS - High Pr-ure NO - No Olxlom AF -s u"nl"ti,e Salirnnl Fp'nmrl FVR 5 1000 MHR FG MT BRZ NO (EXAMPLE ORDER) ORDER: WLS _ NOTE: 1. VoUp Nor 75OW 111 ph P.-Sddlro.w b4 WtIfitt 2. Cons1Y "crop for I"°malxxui rdtales. 1120, 277, 317 Yokagrl 3. MT . IJIkI Tap N VtVd wRdard mks ahe"Vetuk/. (MWu Tap _!,a of I2OV, 209V, 24OV, and Z77V. Mum Tap n pre-W and Brhig-rsllale. Allwrssoronagw MII rayke(kidro- Io.1.) ApprDYedBy. WLS LIGHTING SYSTEMS Project Wimp: MANUFACTURING SINCE 1959 Location: P.U. BOX 300519 r Fort Worth, TX 76185 Date- 800.633.8711 1 Fax: 817.735A824 1 www.WISlighting.com a 4 •-'-3 � F, -p v 7 (r :T L ,� i 9 rr t f t f F 6` :T n n'*. lr ve ." , r 7r'+rTr r •"'4f +'"_. CF 3. g EIES2 SPECIFICATIONS Thor rA HE'Ral So31Dg ha Imt Franc, ddrywr Iviltifrtt Will priphifts maoglml illunlullorl a1/d n111Dritily rth sharp int-air VIES. TIW'A7AE ha Irpgro1111 slaps; aTa;:ia Ea pmislrn east alutinurn [1 nsiny I0r4 wllh an ardtllLdu•ai 6gs43n aid dltorattt72 Llii i rawal. Its d St]n loalu isa on I-iA Do; FrOVS lcn D al a Itm ilium d Ea r Era in c that I s hi rt3 W, a nd ea r u cd t4f two stilrilm slid Sams, alda dbbid tad( I0ta dgs431eti la dtz"La 11a.3L far ana)Un cttlanpaidhTIbSI114g. Tito Rcicdr-r is a sharp-:uCJT, Taniar, %griiritadalurninifi, at71litig In IES lyp2sl,it III, andiYdbUkxihi.(Farir[IrttLDrEpilJlEa(p1calli. 5p1z1sv Eutmit f31,xy IEr dFsldbLUDi rltlixa.) Thor Igrs Isa (Naar, lonpamd, ftltglim, (illyg1sk0lodand'wriradhy(4)Ims ritalirrsani kxn niUD3s11EDIr. T[m ndsh Is a quslt-Guird• tWurod, therilydici, PoIyTslor 1". ckcr real, Ohim tLlkWata)giffmrahrrad40D Fakrer&lboFfandcnaxinturnadlstitra•aid R nhh turlirwss. Thiib,11LYUha CRAor HPFr4rJANInillanDiraLSl m)ar, nal fg hFAH, HP,. Pitw-Rart MH, aid ariirjy WOW 1wiptict nwrosagrt. All Wflurss arc lladagFfabnTs+i aid lisigd, and alhsai LT sala3cspgElik�lhr; Pro r to shlpin ORDERING INFORMAT 10N si IT C NArrt;vwiI (nori I Fvm l A{H tE4 LIJu la l aum,%1 t MINI P03111. 9: aoaathtMln _ LALIP LIGHT llui lllLlnhikl: St Mrs D61nimil F)u )yhrTAcE mutate V0.tAGCl LiJDNrIIIG tIN1311 arnows W/1i I IyA+I Silly /11 IV4A IL,I ld• Iwo LL r4 nor 1F7m IRE En iup PC Itc+]Cel 11 lyp' ll "VN PS I)tr Si an 2m; 1 Ff 1 W.i ILK Ill" 01 Data ItnriL+ III lyp^III 100M MPS Rik IY wrr 240V lka■ PLY 111a1rr LS I419*Y4 IV IJVIV I�h' S►f�/ 7771 LL Ir li rm l>F• I F;} 1 M.I eur-►tit sr SJ Irlty " 1. Iry rl Ilr:rnarr,. 44f0V LV4■ NHT Wish, IIre 200N {nyLp oirlt PITHiltIAV. GIIN rrm4 or IWimPb iwv 3204N Loar4l Fxr Cm 1 I CC - ES1ta1 I I" 7308r Pi.•4-.a TGa I't NTdE III 150 MH 209 DL BLK PC {J VIII'lI IFs4 F:3 ORDER: Y�LS-'�1 Ii1E J14.prvA,li By- PrriPa NIIII P: L tx71101: CGI7: 1111116H1111$MITEN$ MANUFACYUK111% SINCE I'1`It'' PAL R42 n3r•Tl•T r i 4n Wicrik. IX.. 7Fiv. rim-i'FAi111 lac 917.I1L"RTr41 Vv4i71511gKINUXITI %2 SECTION CAST IRON -- I/x SECTION STEEL. _NOTES 2'-7" ti LUGS TO BE p-3 L 21/2" x 21/2' a I/4' CAST WITH M1OV" LONG 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLARPLANS. FOR DEPTH GREATER THAN 10' USE A - - A �--'� STANDARD DI-1A B t 11- 1 N I OPTIONAL BRACE RIBS o, 9V2" '-7" 0/2' 4' CAST GALV. IRON STEEL 68 ± LBS 43.6 LEIS3 INCLUDING INCLUDING LUGS ONNECTOR 2. THE "H" DIMENSION SHOWN ON THE J STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FRO" THE INVERT OF ONE WELDED THE OUTFALL PIPE TU THE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL 8E DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD C04DITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT 15 TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-i_ TFE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE PLAN %2' X 1VZ" X 4"J %2' x 4' STRUCTURE. (GRATE REMOVED) LUGS gl „ STUD SHEAR 4. IN THE EVENT THE INVERT OF THE CONNECTORS OUTFALL PIPE 15 HIGHER THAN THE SEE BOTTOM OF THE STRUCTURE, THE INVERT " DETAIL A OF THE STRUCTURE SHALL BE: SHAPED - • WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING TU . PONDINGCOS OF W JER.RNI HI THE y \ � STRUCTURE. THE COST OF FJRMSHi•IG COLLAR DETAIL I AND PLACING ALL MATERIALS INCIDENTAL / " RAISED TO INLET SHAPING IS TO BE INCLUDED 21 " LETTERING I IN THE 010 PRICE FOR THE STRUCTURE. DIMEN$jONS FOR DUMP NO WASTE -DRAMS TO WATERWAYS 5. STEPS APE TO BE PROVIDED WHEN H IS CAST IRON ONLY 4'-0" OR GREATER. FOR OETIJLS SEE STANDARD ST-1. DETAIL' B 8. THIS ITEM MAY BE PRECAST CR CAST - DETAIL A IN -PLACE. 4'-2" HARDWARE 21-5 I' 7. #4 X 8' SMOOTH DOWELS AT CLOTH 1'-3„ DE7WL B t APPROXIMATELY 12" C-C TO BE 2'-7" PLACED IN ALL AREAS ADJACENT 4" DEPTH AGGR. TO ABUT -LING CONCRETE lO PREVENT tN88,M7B OR 0��00�0���0��� SETTLEMENT, IN LIEU OF DOWELS a w ► 08 x 6" WIDTH � A 2'X4" NOTCH MAl BE PROVIDED.a s a0.9. t A. `v SEE STANDARD T-DI-3, 4 FOR mil D. COLLAR SEE NOTEEB HEREm ALTERNATE DESIGN. WEEP HOLE J 8. 3" DIAMETER WEEP HOLE WITH 12"X 72" S z 12 PLASTIC HARDWARE CLOTH /1�� MESH s N OR GALVANIZED STEEL WIRE, MINIMUM 12 15"-18" OR 24" _ �O�OQ�������00 WIRE DIAMETER 0.03 COD 4 MESH HARDWAiv iv Er s TO THERE CLOTH OUTS DE OFF ANCHORED RESTRUCRMLY TURE. Is.♦ R. CAST IN PLACE CONCRETE IS TO BE A ► ♦ �' DETA2 B p �� CLASS A3 (3000 PSI). PRECAST DET 11 CONCRETE IS TO BE 4000 PSI. SECTION A -A 1'/2, 1'� J�r L = 2 J I. '0 ANY L fff,,Ai7E METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH 4"1°`' MAY BE `UPS-ITUTED FDR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1,440 CU, YO. CONCRETE APPROXIMATE WEIGHT 15" CONCRETE PIPE - 1.528 CU. YD. CONCRETE 11/i' Y4CAST IRON it. DUMP NO WASTE - DRAINS TO WATERWAY 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE GRATE 353 ± 18 LEIS LETTERING ON GRATE MAY VARY BY 24" CONCRETE PIPE - 1.817 CU. YD. CONCRETE SECTION C-C SECTION D-D DESIGN. MEAN NACTURER BASED ON AN APPROVED ADDITIONAL FOOT°OF DEPTH. GRATE DETAIL STANDARD DROP INLET UDC RE 6/07 1211 - 2411 PIPE: MAXIMUM DEPTH (H) - 10' 233 104-01 1 VISIGM DI PART1ENT OF TRA/ISPDRTATION 302 I I a Z W W Z W N O Cp C\2 CO 1-4 - a a) (d 94 C11 CO U ' CV Z °�° y I rn a 0CQId CQ� W Q 4 to a to 0rr 0) w 14, 0 H w H A TH OF zf 1 MARK DI SMITH 9 Lic. NO.22837 o�'s SI ONAL DATE:MARCH 27, 2009 SCALE: NTS DESIGNED BY: JNT FILE NO. 5197 SHEET 10 OF 14 DWG# 09-04 �J concrete pad 18' dia. x 8' deep finished grade 4'stone--J screw type 48' min. adjustable location marker valve box joint valve restrained stone restraints to main I•.-18' to 24'---J 1-- B-x 8'u 16' solid block for 12' valve 6'thru 12' concrete pad 1 E' concrete pad 18' dia. x 8 deep finished grade dia. x B deep 4' atone "crew type adjustable Note: valve shall 4' stone 24' min. 48' min. valve box be bevel gear valve restrained to main :YPe screw be spur No te: valve shall u ar r 0e � tYPe ustable �I valve box e - 80 min. ....................: over excavetlort 8 k 8'x 16' solid block Water stone 14" thrill 36' GATE VALVE -9- 24' select backfln 8' 1/2 O.D. e• CONCRETE CRADLE STANDARD concret valve restrained to main B'x 8'x I(r solid block Forced Sewer MAR 08 24' select bac kflll e All backfill to be compacted to 95% of ASTM D698 maximum density. CONCRETE ARCH 1 24' select back ill Ir CONCRETE ENCASEMENT TRENCH & BEDDING -1- 4' select ackflll 2 O.D. MAR 08 In addition to restraining each joint of the tee, (1) any joint :9 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 45- bend's L requirement. RESTRAINED LENGTH OF PIPE (FI) 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 1 20 1 20 10 X 8 1 20 20 20 1 20 RESTRAINED LENGTH OF PIPE (FI) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 11 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 (R) FLUNG PVC DiP DEGREE 6- 8- to' 12' 6' 1 8' to- 12' 90 20 20 40 40 20 1 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 1 20 20 1 20 1 20 20 20 ?0 20 HORIZONTAL BEND RESTRAINED JOINTS - 6" THRU 12" 2 OF 3 -3- top of manhole at grade In pavement areas unless otherwise directed (top shall be set 24' finished grade I (.- 24' min. I dear openln-1 In. above grade In undeveloped areas) square skid pad e'thick around manhole frame In developed areas V4' x 2' butyl joint sealant adjustment rings 35, ma). (11' max.) 24' min. In undeveloped areas 3/4' concrete anchor bolts (4 each) concrete ASTMC-150 finished grade 4000 psi 12' or 18' Np.) exterior of all sections to have waterproof coating 1nominal size butyl Joint steel reinforced " .• sealant applied between polypropylene steps • joints and on exterior side " of joints joints are to be sealed with 'O' ring gasket-t- . pipe to manhole connection to be by flexible sleeve Invert channel to provide a 3-0• min. smooth transition In to out for all connections 4'-0 max + u .. to of bench to be precast a `'`� •� P g . box:: "wc ,y `..}.,; yr:.: P bottom to form channel aLrr r p� rc y.{.•• . .' same elevation as top '-�(';?^�i: ••,', .":i.ti;':•"t.r!: B' of pipe . .. •.•. .... . r f. 8" beddingstone NOTES: 1. Manhole sections "hall have an external coating of approved polymer film water proofing prior to Installation. 2. If adjustment elevation exceeds two Inches use concrete adjustment rings with a exterior coaling of water proofing. 3. Final slope adjustment of manhole frame shall be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located In shoulders of roads. 5. Flat top shall be used If height from Invert out to rim Is four feet or lass, Frame to be flush In top. 6. There shall be a 0.20 foot drop In elevation through the manhole. STANDARD MANHOLE -13- MAR DS finished grade finished DOWN BEND DEPTH 4 FT. MIN. DOWN BEND RESTRAINED LENGTH UP BEND DEPTH �G 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 UP BEND RESTRAINED LENGTH joint jo' Its within the recommended length that fa on each side of the fitting shall be restrained Lu . RESTRAINED LENGTH OF PIPE (R) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5 11 FT. 4 FT. IUiN. 5 11 FT SIIF/fYPE DEGREE Of BENDS Ld (DOWN) Lu (/P) SfZE/iIPE DEGREE OF BENDS Ld (DOWN) Lu (UP) ' PVC P 6 /DI 45 . h 1 t 5 , ?25 .2 20 20 10' PVC 11 5 11.5 .2 20 20 8' PVC 45 40 20 to' DIP 45, 22.5 d: 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 4 11.25 20 20 10' PVC 45 40 20 12- DIP 22.5 d 11.25 20 ?0 VERTICAL OFFSET RESTRAINED JOINTS - 6" THRU 12" 3 OF 3 -4- MAR 06 r ' • r , SQUARE TUBE. STEEL SIGIN •FOISTS. - Sguure ,tabe steel sign P.OStS S110 'be fabrtt�ated. from hot -rated, carbon sheet steel, tr `Eural C el'clula[ tj ; s �i l�rm n t,ca_ tEtb re uirsr tints a� ASTV 'A1011 erode S0 xcep : he' cfd s ran . I l gl:h after cold -toil Wing shall be .601000'psi mirii�ur iI The, stlelel W1,1 � E-hGll-bR 14' 9090 far ktt� - thch bY, irich posts and 10 +gau a for the- �/' inch b ,n.Cb pasts: Past: �Instde.Orrd �autldelh�ftba gol'ranlzetl• in accOrdollG w,tfr' the r� irgm�nts aP 1• AS M Codbg I e5r rtO I-DIII ' -0 r r i 0. P�Is I� s l.r uh ( ., r' use_ • m- v on. r Ours d� n r. Crib ' w system ti '� •. _ g. f a� rorrdas . s r }rs la tbb � mstar�n ` n (a tCC? rl a debt �r os a ' SA {� [� lI� .Of I - ,�! R 0 � In r 4'�i R14114 s tb E11e artcftar s�rskern �Iftcr tiehtcu±nr. irripaCL ?0S13 5holl nonfarm to Et • 1 1 Standard. Sveelica�icrrs far. Skru tuTa15 t a breakcr,�ay relrir�rrtent of A1lSHta s 1 arts far H� t7 Si ns Luminaires n e -The � r • r: �� � +� � � _ � 0 d T laffi� signals �19��• E�Gor� ��idurling Fa�isi�,n�l>, a 7traCtOr.'tl�llprauld 0 ,.apy of the �114As acceptance letter �cnMn catt)plidrlG�1 With brsa�ca�o re tlrr time t q amllfs o the a brag sul mr,,sran"of� Ehe' pasts. Past, --b1l �tiave. Jrich W- r � in til openings or knockouts .spaca1 11rtch on 4s #ers ail Ili four std�s: P6sts Shull bey ina� 1' 4 in vccard�rice wiEh the mis ufCcturer's rea�nmendatlbns;'F' gnent *ill be madrr rm et, Sign P4s t Stect :Size), Linaar -Feet. } tYt t3tt i'FU7Rt �. Fusn J�' 4 r0J4-22wTw I lGfQ3 - I.'Ol W W Z WCQ O LO CO (Q CO -0 �0+, • �+ a 1 CQ 00 U CO CV ta0 Z 1-4 xy �� 1-4 >% 0 auO '., W .Ci Q 1►k .t: to _ a LO Hw rr ilk K w ,d 0 0 0) O W � z 11 L --•-I (F NOTES:wyy r dia. schedule 40 steel 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. W pipe filled with concrete ;•: g Both joints of the fitting shall be restrained. In addition, all joints within the 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, and painted yellow recommended length (L) on the large side of the reducer shall be restrained. 4000 PSI IF PRECAST. figs d� T 3. OOCOMBINATION OR LESS G(ALONG UTTER FFACE OF VING A RADIUS SWILL 2 {` RESTRAINED LENGTH OF PIPE (Ft) BE PAID FOR AS RADIAL COMBINATION CURB Ak S LARGE SIDE JOINT GUTTER. 19' dia e::•:; •' • ;:; 1' s' concrete :,, ;g r SIDE DIP PVC 4. FOR USE WiTH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER wl l BE CONSTRUCTED PARELLEL S 3 encasement ��' '''�:I ;� JOINT 6' 8' f0' 12' 6' 8' f0- 12' TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 6' _- 40 60 60 -- 20 40 40 2-R W BOLLARD DETAIL 8. 40 60 __ __ 20 40 10' 20 FIRE HYDRANT ASSEMBLY -10- pad 1'-6' dia. x 6' deep 4' stone locator marker mechanical joint swivel tee with 6' branch SEP 06 Al REDUCER �-� L -r{ L L -a-� In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (R) PVC DiP 6- 8- to- 12' 6- 8- 10 12- 60 60 80 100 40 40 61 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS - 6" THRU 12" 1 OF 3 -2- MAR 06 CG-6 II NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURED SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4• FOR USE WITH STA81LIZED OPEN -GRADED DRAJ14AGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A I_ 4" J 2" R OF THE V00T ROAD DESIGN MANUAL. 6" P P d 7" P D d O • D d d b D D D D D THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" T-O" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR MAR 06 SREFERENCEN COMBINATION 6 CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 8/O6 201.03 INSERTABLE SHEET A86 PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL = GROUND LINE H TOP DF FILL -- GROUND LINE H _ GROUND LINE H rrrrrr rrii -`Ij,� rrrr rrr rl rrr rr r rrrrrr rrrr r._(P T rrrr rrr III rrr rr ROCK OR rrrrrr , r 7 rr ` ^--EARTH D•12" =11 r r EARTH D•12" 111 =I r r - UNYIELDING D.12•• = rrr d d U SOIL d D/2 4' D/2 D/2 ) BEDDING MATERIAL MM. 1/10 D BEDDING MIN. 1/10 D BEDDING PER X D X MIN.)/10 D T I I L X D� X MATERIAL/t" MATERIAL 1' OF H X F--•--D -►i X MIN. 8". FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAX24 ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PI E PROJECTION ABOVE GROUND LINE r� MIN. 1.5 x D rf� MIN. 1.5 x D MIN. 1.5 x D I MIN. 1.5 x D 1.5 x D _ t _ MIN. 1.5 x 0 'FILL �r- TOP OF TOP OF FILL FILL I TOP OF H - rrrirrirrrirrr rrrrrrrrrrrrri .- - rrrrrrrrrrrrr rrrrrrrrrrrrr - - H _ H rrrrr rirrirr rrrrrrr rrrrrr = { -rrrrrr rrrr rrrrr f r�i�rr - r r r = rif ri r i rrrrrrr rrrrrr = rrrrrr rrrrr rrrr t rirrrri rrrrrr _ rrrrrrr rrrrr ` rrrrrr rrr rr rrr rrr rrrrr - rrrriirrrrr rrrrrrr.. _ D•12" rrrrrrrrrr rirrrrrrrr D•12" r r _ r r rrrrrr GROUND rririi LINE rrrr rr rr rrrrr D•f2�_ r - rrrrrr rrrrrrrrr d rrrrrrrrr _GROUND d = rrrrrrr rrrrr = rrrr d LINEUND rrrrrr -LINE = r 0/2r rrrr = D/2 r - D/2- _ jT( EARTH ' L Lr%*-ROCK OR I C b MIN. 1/10 � BEDDING X D X MATERIAL UNYIELDING MIN. 1/10 D I = - I SOIL IF MIN. t/tO D BEDDING �- D X BEDDING rI" PER MATERIAL MATERIAL EARTH NORMAL EARTH FOUNDATION I" OF ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX. AX 24' OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH NOTES: SECTION 302 OF THE ROAD AND BRIDGE SPEC FICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS 1 BACKFILL MATERIAL SHALL BE CLASS i BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. ®REGULAR WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. ® EMBANKMENT SHEET 10F 4 sK~ INSTALLATION OF PIPE CULVERTS AND STORM SEWERS aLFUMNOEERENCE CIFC�LAF WIPE PEQRIN9 AND BACKFILL - METHOD "A11 RE .7/OS 302 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.01 EW-6PC r A-� I G S G I I I l I�--D A� FRONT ELEVATION FOR CIRCULAR CONCRETE OR CORRUGATED METAL PIPE FOR MULTIPLE PIPE ENDWALL D H L S G O b 12" V-10" 21-0" 11-1T' 01- 1. 0'-1" 15" 7'-3" TmTl F_ 01-1 0­111,7 7S" 8'-8" 2'-8" T-0" 0'-2" 0'-1' ' 21" OR 24" '- 11'-6" Y-6" 41-0" 0,-22" 0'-2" 27" OR 30" 14'-4" 4' 4" 5' 0" 0'-31 ' 0' 2 " 33" OR 36" 4'- 17'-2" 5'-2" 6'-0"1 013 0'-3" ago' f4 BARS in 12" C-C EACH WAY, EACH FACE SHAPE TO 13E - BEVELED WITH = l MORTAR FLOW_ DO NOT BEVEL INVERT a - - I a• . . • WELD J P-2" 8" • 4 BARS o f� B" C-C EACH WAY EACH FAC9 SECTION A -A NOTES: 1. CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. 2. IF PIPE IS TO BE SKEWED THE OPENING WILL BE ADJUSTED TO ACCOMMODATE ANGLES UP TO 15•. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 (REINFORCING BARS). 4. PIPE OPENINGS IN PRECAST DRAINAGE UNITS SHALL NOT EXCEED 4 INCHES AT ANY GIVEN POINT BETWEEN THE PIPE AND THE PRECAST UNIT. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL MEASUREMENTS MAY VARY WITH MANUFACTURER'S TOLERANCE. 8. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 7. HEADWALL TO BE BEVELED M ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALL OCCUR. 8. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE MET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). HEADWALL AT OUTLET END MAY BE EITHER SQUARE EDGE OR BEVELED. 9. 3'4' CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. XVDQT- PRECAST ENDWALL FOR MULTIPLE PIPE CULVERTS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 12" - 36" CIRCULAR PIPES 105 101.12 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 4�, �yTH OF o �r MARK D, SMITH Lic. No. 22837 'O ti L'S'101VAL� EE-4 �.J tN�-t W Q > N� � W Z E-'I 0 U O ►�t H W W NW Q W DATE:MARCH 27, 2009 SCALE: NTS DESIGNED BY: JNT FILE NO. 5197 SHEET 11 OF 14 DWG# 09-04 L-J May 2005 Page 614-12 May 2005 Page 6H40 May 2005 Page 614-76 F o-�- SPEED W Typical Traffic Control Shoulder TYPICAL TRAFFIC CONTROL Flabging Operation Orr Trim Road T�'PICAL TitAFFIC CONTROL LIMIT � 50 iii Staticoiraq Operation on -Larne Sigiiing For Project Lintits Z (Figure TTC4.0) (Figure TTC-18.0) (Figure TTC-36.0) rltttttt� NnTFS N_ Try R2-1 �S SPEED LIMIT '25' SIGN Guidance- Guidance: Sun port: Support. 24'X30' Z � 1. A ROAD F1(JRK Al1Er4D sigrt ot- SIIOULDER ll"ORK AIIEAD ,sigh should be placed on rite left side oJ•the 1. Sign spacing dista►rce should be 300'4500' where the posted speed limit is greater than 45 ►�rph, card 350'- SDO t+here the speed Anit is 43 mph or less. 1. This layout depicts sighing requ iremerrts for designating the beginning and ending termini of construction 0 to ca CO cv rYrcrclu'cxv for a divided or one-n'ay street only if the loft shoulder is q eele(f. posted projects. The I)urlvse of the signs is to inform motorists when the}' are entering and exiting a potential >0 C\2 d - 2. .Sign spacing should be 1300-iS00 fir limited access highsrut:s, and oft till other rocccfi► ay.v 500' 800' Unlit 43 2. Care should he exercised (then establishing the lirrrils of'the trork zone to insure ma_vinrurrr possible sight eistance itr adtrrnce of theflagg-rStation and transition, based Urn the posted speed limit curd at least equal construction area. This layout also applies to multi -lane highways including lilitite�d access highways. Standard: � ' tv 0 1 o 1 14 � ' sp N v inhere the posted speed li►ttil is greater them 45 rnph, and 350-500' where the posted speed Is ntplt to c)r gt'errler tllclrl life 1lirltlrt?S in Apj3�11dL1 r!, P�rgr? �!-8. .9 co � qorgreate►: Rom (y n io 2. The "ROAD UNDER CONSTRUCTION" sign shall be placed 2000' +from the project limit, or 500'$4 _ R1-1 l rn ar � Standard; 3. Where Right -of -Way or geometric conditions prevetlt the use of 48" x 48 signs. 36' x 36 signs mint' be - prior ttl anti other construction warning sign. STOP SIGN Z � � � 0 � q 3. Chnnnelizing device spacing shill bent the following: use O t- L1°! 30'X30' �; W ,b °; q l at Posted Speed (mph) Standard: 3. On projects where there is a one time set up of construction si grls and the length of the actual work zone is OR AS NOTED W a � 0 Location 0-35 36+ 4. Flagging stations shell be located far enough in advance of the work zone to permit approaching Unchanged during the project, the "ROAD UNDER CONSTRUCTION" sign may be elihninated as directed p+ i by the District Traffic.Cnineer. Transition S aein 20' 40' p 8 traffic to reduce speed and/or stop before passing the work zone tend allow sufficient distance for .� .-t E- w Travelway Spacing 40' 80, departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table Standard: t: 4. The buffer space length shall be as shown to Table 61[-A for the posted speed limit. 611-4.0 on page 611-4). 4. On roadilvays having a median iAder than 8'1 left and right sign assemblies shall be required. 5. Cone Taper Length (L): 5. All finggers shall be state certified and have their certification card In their possession when Guidance: _..._�_- _. 0 0 Speed Taper Length performing Bagging duties. (See Section 6E.01, Qualifications for Flaggers) S. All conneetions u*hin the project hilnts should he idenlijied wifir project tl?r7rr fni st�rr9. 2003 Edition Page 2A-9 � � Limit Lane Width to Feet 6. Cone spacing shall be at the following: Option: Figure 2a-1. Examples of Heights and Lateral Locations of Signs 111 P11 10 11 12 nth Location Speed � P } �i. The signing shown (60" x 24"1 is for Primary and Limited Access 1)igh�4aY S�stetns. For Secondary road for Typical Installations �S W V] systeniis, 4,S" x 24" may be used. 25 105 115 125 30 150 165 180 0-35 36+ ROADSIDE SIGN ROADSIDE SIGN t' Transition Spacing, 20, 40' RURAL DISTRICT RURALDISTRICT 35 205 225 245 40 270 295 320 , , Trovehvay Spatting 40 80 g " 8kno to aw)n Nd .s.tla i To I 45 450 495 640 (Shoulder Taper Irr3L Minimum) 7. A shadow vehicle with at least one high intensity notating, oscillating, or ambler strobe light shall he .9 n I - .......... - ••• ` 50 500 550 600 parked 50'-100' In advance of the first work crew. SHOULDER 55 550 605 660 OE tiatt, 60 600 660 770 65 650 715 "78a r S. A supplemental flogger play be required in this area to give ailtiance warning of the opera#ion ahead by WARNIN SIG WARNING SIGN CAY N°S�.n O slowin.g awwoaching traffic prior to reaching the flaecer station or gueucd traffic. SPEED PLAOUS �°` n RURAL DISTRICT ROADSIDE SIGN °un 50 �" n VJ 6. A shadow vehicle with either on arrow board operating in the caution made, or at least one high- Guidance: BUSINESS DISTRICT„' Not leca than 5 intensity amber rotating, oscillating, or strobe light shall be parked 50'-100' in advance of the first r 1.am 25 9 E work crepe. 9. if the queue of tra ffic reaches the `BE PREPARED TO STOP" sign, then the signs should be readlusred rat j°p' i EE w a (mini..! gr eater di stances. N � t N 7. For Short -duration oLgration3 of 60 minutes or lesfi, all Signs and chantielizing devices niny be eliminated if 7 10. When er lriglrn•u}'-rail c►•ossirrg ctrisLs ►nit{ri►t or upstream oJ• the transition crrcu and i1 is anticipated that a Vehicle with activated high -intensity amber rotating, oscillating, or strobe lights is used. queues resultingJi•oln the lame closure might aviend through the hightt•a)-mail grade crossing, the temporary n( c control zone slroulcl he erterxled so that the transition area precedes the highti-v �-rail crossing (See S. 'Vehicle hazard warning 51Qllals may be used to suppil_ement high -intensity rotating, flashing, oscillating ar frgrne ire-3 9.o1pr'a(It1il%Oncrllrtforrrrurinnanhigh+r(r)*-,aiJcrossings}. Standard: 15 ' AUORA° DISERICTEMBLY Stl'olpe hglyts. Standard: 11. At night, flogger stations shall be illuminated, except In emergencies. 41 � AG6 51GNONN05E ` OF MEDIAN W 9. When n side road intersects the highway within the temporary traffic control xon.e, additional traffic O )tion: ** -0 control devices shill be placed as needed. 12. Cones ma be eliminated wlica usingto pilot vehicle operation or when the total roadway width is 2�0 feet orf Notless than ° E T- a ; 11 �� � � � 1 �� A less...... ................ . . I 13. For logy-`rolutpte situations with short work zones on stntight roadways where the flogger is visible to road f- users approaching from both directions, a single flagger, positioned to be visible to road users approaching front both directions, maybe used (see Chanter 6C TH OF �Z . Note:O See Section 2A.19 for reduced lateral offset distances that may be used in areas wheretateraloffaels are limiled, and In urban areas whora OVERHEAD MARK Dr SMITH sidewalk width Is limited or who to MOUNTING existing poles are close to the curb. E EN i U Nol lea. than 1.a on m I-- (° b Ll C. No. 22837 �O ti to m to rt> srautnen sIONAL May 2t)05 Page 61-1-1,3 May 2005 Page 61141 May 2005 Page 614-77 Sect. 2A. 16 f J t+ 8"x24 tl 19- G20.2 ESQ" x 24'r Page 2A-10 200 .l aUq` • -- W t air' Figure 2la-2. Examples of Locations for Some Typical Signs at Intersection r. . .- W W Q Q rak.Lscu scIIChiYC45 !�1F�'�,. L O.dm I�t MN. •. .r3', t t21, Y ,t i 0 7 .111111filiii C7Li - MIN. 1.Bm R Bto3.7In t2fltAN, In 7m(1 to3. 2 k,,« 0 6 310N 335 m 'I+ ti p x t.l �vt r to 3.7rn(12 fl) ►U'-' �I O b rK!�•m ff - tit114,ytakF�., (hA ,IIfiC'I CD i+a * r u{ VI- r- •, "y G20- Zo Q- no tf1 +aYli s . 7 a Y 4a[b ACUTE ANGLE INTERSECTION CHANNELRED INTERSECTION! h-1 ^ U3 1--I - AY13 r tCr�td bury ',+QOf.t MARKED OR Z rFi3 i. TYI F_? art C W t.l UNMARKED CROSSWALK 4 -I p.� .-^vim - _ 1` E-I .. I'd C- V y MA aR �r ;t2fIn SIDEWALKcc {E Q H r� vt --- CONES. SEC NOTE 3 i-12rn(4R)MIN. r!\ TMIN.Ldm(Bfl)to3Tm(12R) TTOEl I.-, w y( .� 1... S7 ....,...._...-..._,.....................-...,............,.. �)w" av:, MIN.1.H m (8 RI Da 3.7 m (12 R) N�iti�t(, I-- D.6 m (2 ft) MIN, ���r,� � Tn ►�1 H `�J1 Is•1 t t Tv' ...._....,...,,..-----.........,,,.,,......,.......__,M.»....... ....... ..�,... i :. s •I tq �rt � s ryrll O ^ MIf1DR; r P+ I �ROAD;i F-1 M reSEE NOTTE 7 p MINOR CROSSROAD URBAN INTERSECTION CT, ri el o .. -.- a.. - p 3 �1 4J 06 y t - { # Q li (� go ® W rl -" _" �UVI - rfk It f �xp��it� r6S 1 :�! rrd� J a y 7 r r _ -.x '3 if c iFVA YM (�it) p r } yE ar cr x d,, 1 P A 04 I T 1 T, ICI W U Lt t•J tit = l i15(20-70 el �' �'�MAX. Alale e .'m(SDR) ^� ® W �11 9 48" X 48" -•t n vs r SEE NOTE J m At pp�tlf -��tr pp U- YOX i0' } 1, m INA 1I�ZT' r �Sj} �4 �,ai, '.ill `MIN- 1.Bm(BIII to3.7In(12R) 19 rl .fait,; s -� �� ( i'. f. �i ta3.Tm(t2R) DIVISIONAL ISLAND WIDE THROAT INTERSECTION F+-y ' 4 i ) vi, ' !. 8 O ^' Note: lateral offse( Is a minimum of 1.8 m (6 R) measured from CV 7 t' Gt 4 8 ' X 4 B t' �t ' Q tU W 1 WO ¢ t3 O the odpo of the slwuldor, or 3.7 m (1211) measured from the edge d the traveled way. Sae Section 2h1D for lower rrdnimums that may be used In urban areas, or whora lateral offset apaca Is limited. SEE NOTE 1wwy w It-3 11 f; 7 p r, I, N 1 Q4 x 48" (S U Q i W21-4 t!� G W21-4 � �o' < 24 Se y. 6 DATE:MARCH 27, 2009 ( sFE r 48rr X: 48" `VI g 48" x 48" SEE NOTE 6 SCALE: NTS rr H l DESIGNED BY.- JNT Flagging Operation Ott Two -Lame Road Signing For Project Limits Stutianarl' Operation an P Shoulder Fi ure TTC-18.0 { � ) (Figure TTC-36.0) FILE N0. 5197 (Figure TTC 4.0) SHEET 12 OF 14 DWG# 09-04 V a) 0 WIG-2 303.02 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 1 x EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) M TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS _ PROPOSED ASPHALT LAYERS EXISTING SUBBASE - PROPOSED SUBBASE - - - - - - - -- - - - - COMPACTED SUSGRAOE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM I I/z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) s MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT, SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. AN THICKNESS OF EXISTING 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE 0 HI PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4, THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF tl//z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY tH ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MLLING DEPTH Of THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRANAGE, 5. EXISTING PAVEMENT MARKINGS AM MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER- 7, FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.051c7 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING FOR WIDENING SUBXCT TO TRAFFIC VRGHA DEPARTiENT OF TRANSPORTATION TRANSVERSE PAVEMENT TIE-IN TRANSITION LENGTH 11/z" MIN EXI STING PAVEMENT r PLANED SURFACE:71 OR BRIDGE DECK PLANING NIN TRANSITION PAVEMENT DETAIL TRANSITION LENGTH MI/i' MIN =RLAY EXISTING PAVEMENT OR BRIDGE DECK OVERLAYING TRANSITION PAVEMENT DETAIL TEMPORARY PAVEMENT WEDGE SPECIFICATION REFERENCE 305 315 TINT-1 NOTES 1. TRANSVERSE PAVEMENT TIE-IN SHALL BE USED TO T E SMOOTH TRANSITION BETWEEN N PROVIDE A S W PAVEMENT 0 S E E AND EITHER EXISTING PAVEMENT XISTING BRIDGE OR AN E DECK AS SHOWN ON THE PLANS AND DIRECTED DY THE ENGINEER. 2. THE EXISTING PAVEMENT SHALL BE PLANED A MINIMUM DEPTH OF i1/ ". THE FULL DEPTH OF PLANING SHALL EQUAL THE ROTH OF THE ASPHALT OVERLAY. 3. TRANSVERSE PAVEMENT TIE-INS SHALL BE CONSTRUCTED F F P H EVERY INCH OF A MINIMUM 0 10 FEET I LENGTH FOR E E DEPTH OF PAVEMENT PLANING PERFORMED. 4. TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHT EDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. THE VARIATION FROM THE TESTING EDGE OF THE STRAIGHT EDGE BETWEEN ANY TWO CONTACT POINTS WITH THE PAVEMENT SURFACE SHALL NOT EXCEED PLANED SURFACE NOTES TEMP. PAVEMENT WEDGE 1. TEMPORARY PAVEMENT WEDGE SHALL BE CONSTRUCTED OF SURFACE MIX ASPHALT A MINIMUM OF 3 FEET IN LENGTH FOR EVERY INCH OF DEPTH OF PAVEMENT MILLING, EXISTING BRIDGE DECK EXISTING PAVEMENT WEDGE DETAIL 5PECFrATIO4 REFERENCE TRANSVERSE PAVEMENT TIE-IN 210 315 VIRGINIA DEPARTMENT OF TRANSPORTATION Figure 36-21. Examples of Standard Arrows for Pavement Markings b -Tum Lene-Use Arrow a -Through Lane -Use Arrow 2.9m(9611) 2.4m(800) o -Turn and Through Lane -Use Arrow d -Wrong-Way Arrow 72 m (235 IQ asm(127sn> is -Wrong-Way Arrow Using Retroreflective Raised Pavement Markers (475 f1) f r 45 m+{ 11 r r we 675 min (27.0 In) • • • 0 rl f - Lane -Reduction Arrow 5'ST �e0 1 2D' V`Edge of Pevemenl Typical saes for norm el installs eon, sizes maybe reduced approximalefy one -Third for low -speed urban conditions; larger saes mey be needed for freeways, above sveragB speeds, and other cnitical locations. A narrow dmgaled arrow dosign is optional, For proper proper eon, see We Pavorhord Markings chapler of the 'Slandard Highway Signs' book (see Section 1 A.11). I I I SAME >a SURFEACING k A n ILLS M�LT•E I CRAMS TD BE pl PLANS) C G, ROAOWAT SHOWAS SHOWN ON QI i - - - - - - I TO ME AS RA)IAL IAOgt ONDNATI SHOWN O,, PLANS) / cup AND GUTTE (STTJ. G-a) SDEWALK I ® I xOPTgNAL a' F N a" ---- I FLOW LINE ----- EXPANSION JOINT I I I NOTE, WIDTH "9" 2'-D" OR AS �' MANNLNE ROADWAY SHOWN ON TYPICAL SECTION. A, J PLAN VIEW i. 6 r'T .-.fir• ' - [. • i. C. aAEu^5S)A3 .►. .i. .►.• .s. 's•P CONCRETE •�.' •�. JOINT SECTION C-C CO-11 ® CONSTRUCT GRADE CHANCES WITH A PARABOUC CURVE. THE ENTRANCE RADICAINOT ACL'OMODATE ®WHEN THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY iD'PMAJBOLIC (:t.RYf Tla)d4 TRAFFIC, 1Hf DEPTH FOR SIDEWALK L CURB THE RADII SHOULD BE EDGE OF SHOULDER OR C � MAXBUILT RAMPS WITHIN rHE LIM IS OF INCREASEDLINEUSEDPROJECTENTRANS. LOPE - - - - - PLEASE N CONJUNCTION WITH V00T PRO,ECTS, )'LEASE S0 MAXMPAX D 40TT(ELtHTTHHE rOLLOYRNCI 4D'1N•FOR STREET "- D * TO THE PAVEMENTAFL CONSTRUCTED LIENE ( XCEPT �°SUACRAOE° V MAN, STABILIZATION IIEOUREO FOR MAINLINE O'OESNABIE FOR COMMERP PAVEMENT Ml(ICM CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) SECTION A - A RADIAL CURB OR COIJBNATICN CURB GUIDELINES FOR GRADE CHANGE D AND iTR H T H T T ggEE oN�pp THE SHALL EXCEPT FORS ED REPLFCEMENT PURPOSES WHEN USED N CONJUNCTION WITH STANDARD CC-3 OR CC-7, THE CURS FACE ON THIS ENTRANCE VOLUME DESIRABLE YAICNW STANDARD IS TO BE ADJUSTED ID HATCH TH1E MQINTABLE CMRB CONFIGUIRATION. Ief]N (YORE THAN mW VPD) 0 % 3 % WE" (500.1500 VPD) 93 % a % s0 BE STANDARD 0 WITH H13 STANDARD. RAW DESIGN LOW (LESS THAN 500 VPDI S a % a it * PLANS WE TO INDICATE WHEN D)NSIRUCTION OF A FLOW LINE IS REQUIRED TO PROVES POSITIVE DDRRAINNAGE ACROOWS��,,S!!{{THE ENTRppA�LNII11CppE.. GUTTERMTO PORTION (X P�RECLLDE ONX160(F WATER, sENCE TM REFERENCE METHOD OF TREATMENT- R CONNECTION FOR STREET INTERSECTIONS 102 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 2D3-04 %z SECTION CAST IRON 2}7 I/z SECTION STEEL NOTES 2' 7' LUGS TO BE y_J L 21/r" x 21/2" x 1/4" m CAST WITH 1. DEPTH OF INLET (H) TO BE SHOWN ON A _ _ A COLLAR T _ tO'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD DI-lA 1� N OPTIONAL EN - BRACE RIBS b, 9 / 4'-2" CAST GALV. IRON STEEL 68 ± J LBS 143.6 LIES INCLUDING INCLUDING LUGS CONNECTOR B 2. THE I'll" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF ONE WELDED PIP TO TH THE OUTFALL E E TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3, WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD -1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING 15 TO BE INCLUDED IN THE BID PRICE FOR THE /z, ', x1 x4" PLANI/t" /z 1 x 4" STRUCTURE. LUGS (GRATE REMOVED) J I 12" ql/i'_1 STUD SHEAR 4. IN THE EVENT THE INVERT OF THE _ CONNECTORS OUTFALL PIPE IS HIGHER THAN THE EEEE DUAL BOTTOM OF THE STRUCTURE, THE INVERT -'•�' % A OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT SECTION B-B STANING IN H \ STRUCTUR . COST OFDINGWATER FURNISHINGHE N COLLAR DETAIL I "RASED CWERINO AND PLACING ALL MATERIALS INCIDENTAL INLETSHAPINGIS TO BE 21/ FORTHE STRUCTUED W THE PRICERE. DIMENSIONS FOR CAST IRON ONLY DUMP NO WASTE - DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. DETAIL B DETAIL A �• I 6 THIS ITEM MAY BE PRECAST OR CAST - IN -PLACE. 4'-2" HARDWARE 2-5 7. #4 X B" SMOOTH DOWELS AT CLOTH 1 _3, DETAIL B Ny APPROXIMATELY 12" C-C TO BE Z 7 ADJACENT PLACED IN ALL AREAS ADJACENT 4" DEPTH ACGR. R80, N7B OR -..f.. TO ABUTTING CONCRETE PREVENT SETTLEMENT, IN LIEU OF DOWELS W$ n. . NB x 6" WITH FEM A 2"X4" NOTCH MAY BE PROVIDED. SEE STANDARD T-DI-3, 4 FOR a s FL D. = Q ALTERNATE DESIGN. ivnN D. COLLAR WEEPHOLE SEE NOTE a o B. J" DIAMETER WEEP HOLE WITH 12"X12" = Z = Z 72 E CLOTH I/ MESH IC STEEL � OR GPLASTALVANIZED RE. INIMUM 12"-15"-1a" OR 24" - o0000000000000WIRE E OANCHOREDRFIMMLYSH ivn �-� HARDWARE CLOTH N TO THE OUTSIDE OF THE STRUCTURE tV N M s > THEME D.���Q��0E + B " CAST IN PLACE RECAST BE CLASS A3 (3000 PSI) PRECAST 5 5 EE D0 ETAIL B CONCRETE TO BE 4O PSI. SECTION A -A 1/z I 1" r g j = 2�, 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETINGBE THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH a" MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. APPROXIMATE WEIGHT 12" CONCRETE PIPE - 1.440 CU. YO. CONCRETE 15 CONCRETE PIPE - 1.528 CU. YD. CONCRETE 11/N�� �I y, CAST IRON 11. DUMP NO WASTE - DRAINS TO WATERWAY iB" CONCRETE PIPE - 1.520 CU. YD. CONCRETE r•- GRATE 363 ± 18 LBS LETTERING ON GRATE MAY VARY BY MANUFACTURER BASED ON AN APPROVED 24" CONCRETE PIPE - 1.817 CU. YD. CONCRETE SECTION C-C SECTION D-D DESIGN. AADDOITIIONAL FOOT°OFEOEPTH, GRATE DETAIL STANDARD DROP INLET NEW 9/06 Y B/D7 1211 - 2411 PIPE: MAXIMUM DEPTH (H) - 10' 233 305.01 1D4.Ot VROM DEPARTMENT OF TRANSPORTATION 302 DI-7,7A,78DETAILS OF CQNCRETE COVER AND GRATE fei8 QE-TAIL$__OF GUTTERL AND 2" DIAMETER BAR 0 1D.68 LBS./FT. 5-4 OR NO, 14 BILLET STEEL BAR 0 7.65 NOTES METHOD OF PLACEMENT 1'-r' i'.2" LBS./FT., (ASTM A615, GRADE 60. 1, GRATE A IS TO BE UTILIZED IN - - RATE A LOCATIONS NOT NORMALLY NOTES SUBJECT TO TRAFFIC. ELD 1, DI-7 NO CUTTERS. 2. GRATE 8 IS TO BE UTILIZED IN DI-7A NO CUTTER IN ONE DIRECTION. LOCATIONS NORMALLY DI-78 .GUTTER IN BOTH DIRECTIONS. y - SUBJECT TO TRAFFIC. A 2. JOINTS BETWEEN CUTTERS AND CONCRETE COVER J. FOR DETAILS OF LOAD CARRYING ARE TO BE DOWELED WITH 04 X 8" SMOOTH /t,• X 4„ L2"X2"X�/e' GRATE (CRATE 8), SEE 7 DI-7, RODS 0 APPROX. 12" C-C TO PREVENT SETTLE- L2%,"X2y,"X'/" SHEET f03.08, WENT, IN LIEU OF DOWELS A 2" X 4" NOTCH MAY STUD SH AR BE PROVIDED. io CONNECT R DETAIL A 4. CONCRETE COVER AND GRATE. SEE STANDARD T•01.3, 4 ALTERNATE DESIGN. ARE TO BE FURNISHED AS A GRATE TYPE SINGLE UNIT, OUTSIDE 3. VARIABLE 71011 FLATTER. 1 OR III 15x5'-0" BARS DIMENSIONS OF RATE TO PLAN VIEW (FROM PLANS) (12 REDO.) BE S-4" X 2'•11C " (GRAZE A) 4, DITCH GRADE MUST BE ADJUSTED TO MEET 21/i, OR 3'-4" X 2'-tIJ," (GRATE B). DIFFERENCE IN ELEVATION. SEE LONGITUDINAL SEE DETAIL SECTION. 45. ALTERNATE METHODS OF ANCHORING ANGLE IRON WILL BE __ ACCEPTABLE IF APPROVED BY THE 5. O DEPTH (ARE TO HIES LESS THEN 4". LENGTH '- I ENGINEER. OF WINGS ME TO DE EXTENDED AS DIRECTED ry 3/r'• 3 BY THE ENGINEER. SECTION A A SECTION B-B 6- GRATE AND COLLAR ARE TO BE g, CURTAIN WALL TO BE LOCATED AT THE ENO OF GALVANIZED. THE PAVED DITCH SECTIONS OF THE 0I-7A b CRATE A� 01-78 THAT ARE NOT ABUTTED BY OTHER 7. CONCRETE COVER MAY BE DRANAGE. APPROXIMATE QUANTITIES PRECAST OR CAST IN PLACE, CONCRETE EN 0 CING 8. CONCRETE TO BE CLASS A3 IF CAST 7. IF NORMAL DITCH GRADE IS 700 FLAT TO ALLOW CLASS A3 STEEL IN PLACE. 4000 PSI IF PRECAST, FOR ADJUSTED GRADE TO INLET,A SPECIAL 0.423 C: Y, 63 LBS. GUTTER DETAIL WILL BE REQUIRED ON PLANS. 9. GRATE BARS TO BE PARALLEL TO DITCH FLOW. � �D �CH �TCH � SECTION A -A SEE NOTE I SEE NOTE 4 a NE qRI SEE NOTE 3 y-4, GUPSpUPQe BOTH SLOPES FLAT ONO NTERME9 1 SLOPE CaV��C f"A rl INLET 14 DITCH INLET 0" 2'- a d .-BACK UP BERM ,o 1- 0 DITICH_ GUTTER GRADE I TO BE PROVIDED �� a SFE NOTf 6-y•�• ' ~/•r D p ADJUSTED TO MEET I AS DIRECTED BY THE ^I L•-e' LmA 6'+I 1. INLET ELEVATION ENGINEER (DI-7A ONLY). TYPICAL ELEVATION SEE NOTE -1 i SEE NOTE J �� NICHAG GRADE SEE NOTE 4 SEE NOTE 3 =1 OR rLATTER ONE STEEP SLOPE -ONE FLAT SLOPE BOTH SLOPES STEEP APPROXIMATE QUANTITY FOR ONE CURTAIN WALL, LONGITUDINAL SECTION MEASURED FROM BOTTOM OF CUTTER (WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) CONCRETE CLASS A3 0.241CU. YDS. SEE NOTE 8, SHEET 2 OF 3 STANDARD MEDIAN DROP INLET SPECIFICATION REFERENCE REV, 7/05 12" TO 42" PIPE 241 K)4,23 - VIRGINIA DEPARTMENT OF TRANSPORTATION 503 BAR SPACING CHART CRATE TYPE MAXIMUM DIMENSION A B ID 1" - 1" APPROXIMATE QUANTITIES CONCRETE DI-7 DI-7A DI-7B CLASS A3 (CU. YDS.) NONE t.211 2.148 �4"2" R d ° -d D- fi" A SEE NOTE 4 ND - -'A 4 r 2" RADIUS 7, -e„ /z' 15„ D _ MN SURFACE Q.-. MAX. BASE D n D- ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECFlCAnm REFEREIICE 105 502 INSERTABLE SHEET A179 CG-2 NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) N ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN.NO ADJUSTMENT N THE PRICE Blp IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5.CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. SURFACE BASE SUBBASE STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION V. 9/O6 701.01 DI-1A -Bars H �nT�� 12" c-C NOTES ' ,• 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7. # 4 X B" SMOOTH DOWELS AT APPROXIMATELY • '• • ' ♦ • MAXIMUM DEPTH (HI TO BE 20'. FOR DEPTHS 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 1-• LESS THIN 1°'USE STANDARD DI-1. TO ABUTTING CONCRETE TO PREVENT E SETTLEMENT. IN LIEU OF DOWELS A 2" X 4" 2. THE "H" DIMENSION SHOWN ON THE STANDARDS NOTCH MAY BE PROVIDED. SEE STANDARD AND SPECIFIED ON THE PLANS WILL BE -DI-3 4 FOR ALTERNATE DESIGN. T T MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. ' S. 3" DIAMETER WEEP HOLE WITH 12"X 72" Bare H PLAN ")f' DIMENSIONS ARE APPROXNATE ONLY 12" c-c FOR ESTIMATING PURPOSES AND THE ACTUAL PLASTIC HARDWARE CLOTH /" MESH OR GALVANIZED STEEL WIRE LIMMUM WIRE DIMENSIONS SHALL BE DETERMINED BY THE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CONTRACTOR FROM FIELD CONDITIONS. CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD 9. Al REINFORCING STEEL SHALL HAVE A MIN. r. IS-1, THE COST OF FURNISHING AND PLACING ALL COVER OF 2". 'A ,' .'• MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL OPENINGS BY 2". 4. IN THE EVENT THE INVERT OF THE OUTFALL 2' 2" 12" PIPE 15 HIGHER THAN THE BOTTOM OF THE 11. CAST-N PLACE CONCRETE IS TO BE CLASS A3 STRUCTURE THE INVERT OF THE STRUCTURE (300D PSI). PRECAST CONCRETE IS TO BE q'- ^ SHALL BE S'FiAJPED WITH CEMENT MORTAR TO 4000 PSI. PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE, THE COST OF FURNISHING 12. ALL SPLICES IN BARS V TO BE A MINIMUM OF PB-1 NO PROJECTION OF PIPE ABOVE GROUND LRE R+12" TOP OF FILL R+12" TOP OF FILL H! CRO /ee /// R+12" -TOP Of FILL = H DROUND LINE / GRDUND�IN z H / EARTH R/2 4" R / S R/2� ROCK OR R `� g2 EARTH R/2 UNYIELDING -BEADING SOIL < MATERIAL MIN. V1O R S1 BEDDING MATERIAL �S2--i••I BEDDING MIN. 1/10 R a �" MATERIAL X F4-S�•I X �.E- MIN. 1/10 R I 310. X X Yz" PER s^E- X X 1'•E•- TOE H FOUNDATION SOFT, YIELDING. OR NORMAL EARTH FOUNDATION MAX 24 ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE t=MIN. 1.5 x MIN. 1.5 x- '- LIMN. 1.5 x S. _ I _ ►MIN, 1.5 >�N. 1,5 x S. �T� MIN. 1.5 R+12" TOP OF FILL R+12� r TOP OF FILL R'12 TOP OF FILL. H 14 H //�/�/f --GROUND 2 //// .- GROUN R 52 /i/•r/// ram R SZ LINE - LINE - EARTH A i .A K R ROC 0 b MIN. 1/10 R 4 BEDDING IN. 1/10 R Jp. OLELDNC MIN. 1/10 R X TERIAL ST-i■^i X I/ PER X � X* BEDDING BEDDING EARTH MATERIAL MATERIAL 1MIN. NORMAL EARTH FOUNDATION 8", MAX. 24" ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL MATERIAL IN ACCDRDMJCE WITH NOTES) ®BEDDING SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERA_ NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS I BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERA- NOTES ON SHEET 107.00. ®CLASS WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CRUSHED GLASS CONFORMING TO THE SI2E REQUIREMENTS FOR CRUSHER RUN REGULAR SACKFUL MATERIAL IN ACCORDANCE AGGREGATE SIZE 25 AND 26 MAY BE USED N PLACE OF CLASS I BACKFILL. ® WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. ® EMBANKMENT SHEET 2 OF 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS 302 REF 8/07 ELLIPTICAL PIPE BEDDING AND BACKFILL - METHOD "A" 303 107.02 VIRGINIA DEPARTMW OF TRANSPORTATION -1A.2 A,3A4 A, 65A i J-hook wire sup- port 6" below top on al walls = 1" - Bond to frome (Do not attach to the frome bolt hole) 'r, '..•:,;•• Concrete Collar Class A3 04 boa G 12" c-c A - Conduit entrance STANDARD DIMENSIONS E F JB-tA 74" 14" JB-2A 14" 20" JB-3A 20" 20" JB-4A 20. 27" JB-5A 27- 27" SECTION A -A 3" Diameter weep hole. AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID 40 DIAMETERS <20'7. `` r �•! r ar!T r ' Grounding electrode Ses Nots B. Conar PRICE FOR THE STRUCTURE. 13. IF OPTIONAL CONSTRUCTION JOINT IS USED, IO R ' 5. STEPS ARE REQUIRED. FOR DETAILS SEE IT IS BE KEYED. • I I68. 278, NB aggregate or crushed glass meetng 478 s STANDARD ST-1. 14. FOR DETAILS AND DIMENSIONS, ETC. OF GRATE AND or NB gradation requirements. - 6. THIS ITEM MAY BE PRECAST OR CASTHN-PLACE. STEEL OR CAST IRON COLLAR SEE STANDARD 0I-1. F, {.�{ 5„ L.■�t 12" sy x 24" depth (dmenti.n, vary according to detall "A") •�. I I I_I s s Hardware cloth Notes A Bare V 4" depth aQgregate e68, M78, or N8 or crushed glass meeting N7A or 08 gradation requirement • ' x 6" witlth. Steps. See Note 5. ) s s A• r L M I A Opptional construction joint A'--1 Bare H 12" c-c A 13 each tote. _-T, Bas H 12" c-c 1 Bar H all four corners SECTION THROUGH ELEVATION REINFORCING STEEL SCHEDULE MARK SIZE NO REO'D LENGTH Bars H N5 8x(H+2) 3'-10" Bars V 44 40 H+4" APPROXIMATE QUANTITIES FOR MINIMUM (101 DEPTH CONCRETE PIPE DIAMETER CONCRETE REINF. STEEL 12" 5-218 855 15" 5.193 651 1a" 5.163 647 24" 5.089 539 REFER STANDARD DROP INLET 233 1211 - 2411 PIPE: DEPTH (H) 10' TO 20' 302 VIROM DEPARTMENT OF TRANSPORTATION INSERTABLE SHEET A59 PERMIssIDLE A CONSTRUETION rH5 DOWELS, A" LONG JOINT 0 12" C-C _ i MIN. 4 d�I 0'1 D.1 B MAxL M� )3 �2, J J TRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS TYPICAL DESIGN 4'-0" BACK OF CURB r 12'1 MAX. 4811 MAX. r _ 20:1 Ind SECTION A A �\� 4•yl N p PERMISSIBLE N CONSTRUCTION I T SECTION B 8 MI a' 1011 MAX) 10:1 MAX) NOTES FOR GENERAL NOTES ON THE OETECTABLE WARMNG SURFACE, ALTERATIONS SEE SHEE1 IOF 4. A 4'SOUARE LANDING AREA OUTSIDE OF Y iRAVELWAY SHALL Y BE PROVIDED WITHIN THE MARKED 3 CROSSWALK AREA (n YI N O ¢ =O In CROSSWALK Of C S WAj K TYPICAL PLACEMENT OSSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPCRATES WIDER SIDEWALK. LANDING (48'"WIDE)REOUIRED AT TOP OF CURB RAMP. MINIIAUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. SHEET 2 OF 4 SKOFCATION CG-12 DETECTABLE WARNING SURFACE etrclsxtt ,D5 TYPE A. (PERPENDICULAR) APPLICATION NEW 7,D5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05A tRCFCAIpN ICE F761(f 224 302 F JHlaok wire arppwts Ohol1 be a wely efoded to the )unction bow with a bolt and nut with a necpruM wafer d- Er, "Par41 or1 f l tt (nd. Conduit entrances shall be located as shorn on the plans. Conduits shall extend 2" min. to 3" max. beyond the Inside well of the Junction box. Ron ends shall be installed on the ends of PVC conduits. Grounding bushings shall be Inataned on the ends of metal conduits. Belends L bushings shoRbe plugged to prevent moisture L rodent entry. • Depth of conduit entrances for mognebe detectors shall be in accordance with St'd TD-2. AI reinforcing steel shall have a minimum 1 %r" eoncrets cover. Any reinforcing steel In conflict with conduit shall be cut a minimum of 1 %2' from conduit. The junction box may be precast or cast In place concrete. _I + A A minimum 2" diameter conduit entrance is required urleas otherwise apacified on plans. I4„I E I4"I Increments to be added for each r� A concrete color Is required only when junction box In installed In earth areas. additional foot of depth (H), 0.485 Cu. Yda. of concrete Figh strength grout conforming to the Rood 4 Bridge Specifications shall be used to secure the frame to the junction box. 58.7 Lb.. of reinforcing steel PLAN ViEW Aljunctlon boxes Shdlbe installed with a grounding electrode unless box houses only communication/interconnect cable. (FRAME AND COVER REMOVED) Voids resulting from entrance of conduits into junction box shollbe completely fined with hydrou5c cement grout conforming to the Road L Bridge Specifications. JUNCTION BOX REV 8/O REV 8/07 g4.02 1301.48 VIRGINIA DEPARTMENT OF TRANSPORTATION COVER A L� ' O ❑ ❑ �_`, CONDITIONS a❑❑ ❑❑o��M r M LETTERING111 OPTIONAL O ❑ ❑ ❑ ❑ ❑ ❑ ❑/ 10 oo coo, 8 4(t ❑ ❑ I�I �� APPROX. WEIGHT '. COVER 80 L8S. ± 1(A PLAN TOP zr' DIAL SECTION A -A I1-4 t " „ MACHINED 24r Dk * COVER 8 ,.'Q ❑; TRAFFIC p t CONDITIONS Y'- R 1� 20' DIA F p l _)7 N _[a LE TTEF0H0 OPTIONAL F �-I� `�� �•�-, C LJ U ❑.+ Ltd P ❑/ 24" DLl 3J" DIA I _' U ` NS ❑ �I tl1 �y APPROX. IVCIQ4T ❑I 4 CLOVER 105 LASS. » FRAME TOP EITHER COVER A OR B MAY BE USED WITH FRAME, � �2T' DIAL APPROX. WEIGHT COVER 170 Les. t T f MACFiNED SECTION A -A SHEET 4 OF a STANDARD MANHOLE FRAME AND COVER VIRGINIA DEPARTMENT OF TRANSPORTATON RCY. 7/02 INSERTABLE SHEET A148 NOTES! M SEE GENRERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. 7. CONCRETE '0 ME 40M MIMINMII/ COMPRESSIVE STRENGTH. 3. RENFORCN+ STEEL N ACCORDANCE MTN ASTM A -cis roR RENFORCNC BADS. 4. FEWORCW N ACCORDANCE WITH ASTM A-155 FOR WELDED WIRE MESH. 8. DIMEH31ON3 5H10WN ARE MWIMum ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER, 6• THS UNIT M;AT BE USED WITH ALL STANDARD DI -J M d-4 CURB CROP INLETS. 7-EACH FACE XOCK SHALL HAVE 2 OR MORE LOOPS 4•3 BARS) CAST el FACE AS SHOWN. THESE LOOPS YAY BE USED FOR LrtT AND FOR TEN° N THE POURED N PLACE "ER �ECTIOX rACE )LOCKS ARE TO BE SEALED wIT'-1 GROUT OR POLYSULr0E SEALER 8. STANDARD 0-1 STEPS NOT REQUIRED N TMS TOP UNIT, FACE BLOC" SFE SHEET 2 OF 2 FOR ALTERNATE DETAIL, SEC ALTERNATE NOSE DETAIL, SHPET 2 or 2 ALL lee BARS e8 ON 6" CENTERS. r-'Ir e4 BAR9 .f a e4 BINS 45` es q B ei BARS H 7 a BARS I e4 BARS e7 BAR9 jlit •4 aAI1s a "' W LOCATION OF HOLE TO SEE ALTERNATE r DEIEP NOTCH VARY ACCORDNC TO TYPE DETAIL a FOR NTERI.00X OF KFT CONSTRUCTED- a VARES WITH ►NArACTURER TYPICAL MINIMUM BAR REINFORCEMENT W-11 ALL RB BARS W-20 SMOOTH BAes oN 41 rnrtlma. w- 4- e4 BARS TYPICAL MINIMUM WELDED WIRE REINFORC=MENT STANDARD PRECAST TOP UNITS YFRONA DEPA7TWV47 Or TRNNWORTATION RECOMMENDED MINIMUM HEIGHT CHART PIPE SIZE H DMENSON CONCRETE PIPE a• ip. 12* 6". i5 u- la- 2r 4•- a" s.e.- 8" T-tf tt 5 'o" 4'-' . fan 4`41' 4'_71 " • d si �l r s-1 4" ES r 4• s• 4'-7%' ' 7r S.-We do d 74• S'-S" S. inve 30" 6'-2%" ^4 33" 6'•ay• $9},4 Se air IT r S 42" r-3l • 4 T-IO" W W z Z W Q O � CO M a�'•� •pp �CO U 0) I O � CV `K r W �0 N W ° a En ao ,Q .�0 E-4 I:' T�4 0)to F. ; W TH 0F MARK Dr SMITH Lic. No. 22837 H s`sjONAL �� DAT&MARCH 27, 2009 SCALE: NTS DESIGNED BY: JNT FILE NO. 5197 SHEET 13 OF 14 wes DWG# 09-04 M -1-sesill W 'efessell' GENERAL CONDITIONS STANDARDS SCOPE OF WORK A. Plants will be in accordance with the current ANLA's Standards and conform in general to representative species. The landscape contractor shall provide all materials, labor and equipment to complete all B. Balled and Burlapped (B&B) 1.Balled and burlapped plants shall be dug with firm root balls free of landscape work as shown on the plans and specifications. noxious weeds. There should be no excess soil on top of the root ball or NOTE: If the contractor bids according to the Plant List, he/she should thoroughly check around the trunk: 2. Ball sizes shall be in accordance with ANLA Standards. the plant list quantities with the symbols drawn on the plan, to be sure there are no discrepancies. If there is a discrepancy between the drawing and the list on the plans, the 3. Caliper and Height Measurement: In size grading B&B single -trunk trees, drawing takes caliper shall take precedence over height. Caliper of the trunk shall be taken precedence. 6" above the ground level (up to and including 4" caliper size) and 12" above the ground level for larger trees. For multiple -trunk trees, height measurement shall take precedence over caliper. C. Container -Grown Stock STANDARDS 1.The size of container -grown shrubs is measured by height and width of A. All plant material will conform to the current issue of the American Standard P plant. Container -grown trees are measured by the same standards listed in well - B.3 above. The root system of container -grown plants shall be well- Nursery Stock published by the American Nursery &Landscape developed and well -distributed throughout the container. Association (ANLA). As A B. Plant material must be selected from nurseries that have been inspected and 2. All container -grown trees and shrubs that have circling and matted roots certified by state plant inspectors. shall be treated in the following manner prior to planting: using a knife or only when approved b owner's C. Collected material may be used o y w pp y sharp blade, make 4-5 cuts, 1 deep, the length of the root ball, to cut all representative. c' roots. See Planting Procedures For All Container -Grown Trees & uclin g g D. Nomenclature will be in accordance with Hortus III by L.H. Bailey. Shrubs in this section. plants should be grouped and watered daily until the 3. All container-grownp gr p y y SUBSTITUTIONS: PRE -BID are planted in the landscape, the soil shall be kept moist with the equivalent of It is the landscape contractor's responsibility to make every reasonable effort to find the one inch of rainfall per week. offer substitutions to a e contractor may off architect. The landscape material eified b the ar mate sp y p Y the landscape architect for his/her consideration. The landscape contractor will notify the A. Pruning shall be done before planting or during the planting operation. landscape architect if there are known diseases or insect resistant species that can be Pruning Detail for Trees in this section. substituted for a selected pest -prone plant. The contractor shall submit a base bid as per B. All plant material in transit shall be covered to keep material from drying out. plan plus price clarifications for all recommended substitutions. The coverng shall comply with state and local laws pertaining to the transport of materials SUBSTITUTIONS: POST -BID C. Trees shall be placed in an upright position with the rootball covered by mulch It is the intent to eliminate post -bid substitutions. However, ' to in the event that the contract and kept moist. Trees and shrubs should not be left on site unplanted for more material has become unavailable, an appropriate substitution must be approved by the than 24-hours without adequate water to insure roots survial. owner's representative. UTILITIES AND UNDERGROUND FEATURES INSPECTION The landscape contractor shall notify utility companies and/or the general contractor in a. Plants may be subject to inspection and approval by the owner or owner's advance of construction to locate utilities representative at the place of growth or holding yard for conformity to specification requirements as to quality, size and variety. A. If there is a conflict with the utilities and the planting, the landscape architect b. Plants damaged in handling or transportation can be rejected by the owner or shall be responsible for relocating plants prior to the planting process. Any owner's representative. cost due to relocating after planting shall be borne by the owner. c. State nursery inspection certificates shall be furnished to the landscape architect upon request. 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 notify the landscape architect and owner. If they deem necessary, the plants shall be relocated, the contract shall be adjusted to allow for drainage correction at a negotiated cost, or the plant PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES & selection modified by the landscape architect to accommodate the poor drainage SHRUBS situation. A. Remove the plant either by cutting or inverting the container. WARRANTY B. For untreated plastic container grown plants with circling roots, use a sharp knife to make 1" cuts the length of the rootball. A. The standard warranty is for a one (1) year period, excluding bulbs, sod and C. Plant shrub or tree a minimum of 1/8 of the height of the rootball above annuals, commencing on the date of initial acceptance. All plants shall be existing grade. alive and in satisfactory growth at the end of the guarantee period. D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" away from B. Any material that is 25% dead or more shall be considered dead and must be the trunk of all trees and shrubs. replaced at no charge. A tree shall be considered dead when the main leader has died back, or 25% of the crown is dead. E. Plants grown in root containment bags must have the bags removed during the C. Replacements shall be made during the next planting period. planting operation. No additional slashing of the rootball is necessary. D. Replacements shall be of the same type, size and quality as original species unless otherwise negotiated. z_ I' I� I 4 I I 8n 2 I®n Z—Ian _ _ _ a _ C, OIL Qols Fa I M i v; I S S I i I' 'I'Fie ,u r. I . •t• LTU ! P I N h . �.I iP "f t '•t �,,`�, i 41.• k •4••I f~ fit. 4 t' l i � I �, .der► � - Fa rr :�. r � MU,. fit.. I� i•----------_J t L,OCd,, epIDLP /. W W W W f _. Fla \ ii L 1 Z 2 I I \ I o� I I IQ. \ _ — T 4 I \ Fa 2g 13M i — DO NOT PRUNE TERMINAL PRUNE DOMINANT LEADERS LEADER OR BRANCH TIPS ` PRUNE RUBBING OR CROSSING BRANCHES DO NOT STAKE OR WRAP TRUNK UNLESS NECESSARY PRUNE NARROW CROTCH ANGLES AND WATER SPROUTS REMOVE TAGS AND LABELS TREE CHAIN OR TIE CUT AWAY ALL BALLING ROPES PRUNE BROKEN BRANCHES TOP OF BALL IS TO BE 2" EXISTING GRADE -- PRUNE SUCKERS RUBBER HOSE REMOVE TOP OF HARE BASKET _►- �-"-"r 2"-3" MULCH KEPT OPTIONAL WITH TIE AWAY FROM TRUNK IIIIII. III,I IIIIII ,,";. SOIL WELL TO CONTAIN WATER UPRIGHT STAKES WIDEN AND SCORE — UNAMENDED BACKnLL SOIL EXTENDED TO FIRM HOLE WALLS Ill�llll 1p 11j1 BEARING Ilill,�l.. SOIL — — •.1: ` " WATER TO SETTLE SOIL _ ,.All !}I �.. tee;;. ;• ,:r, REMOVE CONTAINER AND — — AREA FOR WATER DRAINAGE r• !r; . , CUT CIRCLING ROOTS IF CONTAINER -GROWN OR AS LEAVE SOLID SOIL PEDESTAL - DO NOT UPRIGHT STAKES MUCH BURLAP AS POSSIBLE DIG DEEPER THAN BALL DEPTH EXTENDED TO FIRM iv I— - BEARING SOIL 2X-3X BALL DIA. — — PLACE STAKES PARALLEL — — TO WALKS AND BUILDINGS � TREE PLANTING DETAIL DIG HOLE 2X-3X ROOT BALL WIDTH TREES <4" CAL SCALE NOT TO SCALE TREE PLANTING —VERTICAL STAKES TREES 0" CAL SCALE: NOT TO SCALE THIS SHEET FOR LANSCAPING ONLY... ABB 50TANIC NAME COMMON NAME QUANTITY 51ZE Bn Betula nigra River Birch 48 2" cal 1345 Fa Fagus atropuniclea Cooper Beech 35 2" cal 545 Tc Tame cuspidate Japanese Yew 38 3- Weight INTERIOR PAWING LOT LAN05CAPING (1(o5-21(EX11Xb): I TREE PER 10 SPAc 104 SPACES PROPOSED/ 10• 11 TREES REQUIRE D PERIMETER LANDSCAPING (165-214EXIVa): 140,133 6F. IMPERVIOUS AREA or 323 acres) TREE PER 2000 SF IMPERVIOUS AREA 140,133/ 2000 - 1i TREES REQUIRED TOTAL :�'82 T EE5 PROVIDED 4 e PERIMETER PARKING SCREENING 64- SHRUBS .,� -ALL PLANTS SHALL CONFOW WIT# 65-44F.1 OF THE FREDERICK COUNTY zomws ORDINANCE AND ALL PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY FRED*I CK COUNTY PLAMJING DEPARTMENT NOTE: FINAL PLACEMENT AND SPECIES OF TREES SHOWN ON THE PLAN MAY CHANGE AT TIME OF PLANING WITH PRIOR APPROVAL FROM FREDERICK COUNTY PLANNING DEPT. -ALL PLANTS SHALL CONFORM WITH 165-368 OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY FREDERICK COUNTY PLANNING DEPARTMENT. .• 25 • 50 100 Z c W W Z W N o � CIDo CQ a I° CDtoa c 1 as 10� W p,to to ar' 0 a� 0) 0 O ao q w rn A_�TH of �r MARK Dk SMITH Lic. No. 22837 SI9NAL E4 U V E4 A > a z a N 0 o rU x W w A z � w U DATE:MARCH 27, 2009 SCALE:. 101=5010 DESIGNED BY: JNT FILE NO. 5197 SHEET 14 OF 14 DWG# 09-04 70 a) CU W